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2511 GATEWAY RD; ; FPC2017-0349; Permit
4 c C ityof PERMIT REPORT Carlsbad Print Date: 05/27/2021 Permit No: FPC2017-0349 Job Address: 2511 GATEWAY RD, CARLSBAD, CA 92008 Status: Closed - Finale.d Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2132601100 Track #: Applied: 11/28/2017 Valuation: $8,833,352.40 Lot #: Issued: 12/29/2017 Occupancy Group: Project #: Finaled Close Out: 05/03/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: VIASAT (BLDG 13) -SPRINKLER NFPA 13>100 (1021 HEADS, 3 RISERS) FPContractor: 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) $832.00 FIRE NFPA 13 System> 100 heads (includes 1 riser) $230.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $230.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $132.00 Total Fees: $1,424.00 Total Payments To Date: $1,424.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov FPC20I7-0349 2511 GATEWAY RD VIASAT (BLDG 13)- SPRINKLER NFPA 13>100(1021 HEADS, 3 RISERS) 2132601100 11/2812017 FPC20I 7-0349 - - - Fire Protection by Computer Design Schmidt Fire Protection 4760 Murphy Canyon Rd San Diego, CA 92123 (858) 279-6122 Job Name : ViaSat BLDG 13 TI Building BRESSI RANCH BLDG 13 Location : 2511 GATEWAY ROAD System Contract : SFP-916 Data File : Viasat Bldg 13 1st Floor Labs 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Page ViaSat BLDG 13 TI Date Hydraulic Design Information Sheet Name - VIASAT Date - 11-21-17 Location - 2511 GATEWAY ROAD Building - BRESSI RANCH BLDG 13 System No. - Contractor - Contract No. - SFP-916 Calculated By - Drawing No. - FP-04 & FP05 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 9-0 Occupancy - ORDINARY HAZARD 2 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E N Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .20 (X) Wet Make TYCO D Area Per Sprinkler - 120 ( ) Dry Model TY-FRB E Elevation at Highest Outlet - 11-8 ( ) 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 - 619.59 Press Required - 73.84 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 8 Press - R Residual Press - 101 Elev. - Well Flow - 3850 Proof Flow S Elevation - U P Location - GATEWAY ROAD AT EL CANINO REAL P L Source of Information - CITY OF CARLSBAD Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack N Single Row ( ) Conven. Pallet S R ( ) Double Row ( ) Slave Pallet TA Mult. Row O C R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: Auto. Storage ( ) Encap. Solid Shelf ( ) Non Open Shelf Clearance:Storage to Ce Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Schmidt Fire Protection' Page 2 ViaSat BLDG 13 TI - Date Demand: City Water Supply:7.146 Cl - Static Pressure : 96.3 DI - Elevation C2 - Residual Pressure: 90.3 D2 - System Flow : 369.593 C2 - Residual Flow : 3850 D2 - System Pressure : 73.846 Hose ( Demand) : 250 D3 - System Demand : 619.593 Safety Margin : 22.250 150 140 130 p 12 R11° - E -- ___ 100 ____ C2 ' .................. -------___ S90 _____ ______ s 80 -0 u 70 3 R6° E5° 40 30 20 -- 10 -- Dl 1. ________ __________ ____________ _____________ _______________ _______--------------------------- ' 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 BLDG 13 TI 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 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 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 90 Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 S NFPA 13 Swing Check 0 0 5 7 9 11 14 T NFPA 139OFlowthruTee 3 4 5 6 8 10 12 V 90 Ell Firelock #001 0 0 0 0 0 3.5 4.3 X 90Tee-Branch Fire lock002 0 0 0 0 0 8.5 10.8 Zig Wilkins 3750A Fitting generates a Fixed Loss Based on Flow 10 0 12 9 10 12 19 21 0 0 0 0 0 7 8 10 12 14 18 22 27 35 40 45 50 61 1 1 2 2 3 4 5 6 7 8 10 11 13 5 8 7 8.5 10 13 17 20 23 25 33 36 40 5 5 6 8 9 13 16 18 24 27 30 34 40 16 19 22 27 32 45 55 65 15 17 20 25 30 35 50 60 71 81 91 101 121 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 13 0 16 21 25 33 0 0 0 0 0 0 0 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 BLDG 13 TI Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Hi 9.0 5.6 18.82 na 24.3 0.2 120 7.0 28 9.83 18.99 na 29 13.12 20.17 na 30 12.62 27.56 na 31 12.33 40.0 na 32 11.67 40.82 na 33 11.67 40.89 na H5 9.0 5.6 18.84 na 24.31 0.2 120 7.0 35 9.83 19.01 na 36 13.12 20.19 na H4 9.0 5.6 19.51 na 24.74 0.2 120 7.0 38 9.83 19.7 na H2 9.0 5.6 19.49 na 24.72 0.2 120 7.0 40 9.83 19.68 na H6 9.0 5.6 19.51 na 24.74 0.2 120 7.0 42 9.83 19.7 na H7 9.0 5.6 19.1 na 24.48 0.2 120 7.0 44 9.83 19.28 na 45 13.12 20.5 na H8 9.0 5.6 19.78 na 24.91 0.2 120 7.0 47 9.83 19.97 na H9 9.0 5.6 19.82 na 24.93 0.2 120 7.0 49 9.83 20.01 na 50 13.12 21.32 na HIO 9.0 5.6 20.52 na 25.37 0.2 120 7.0 52 9.83 20.73 na H14 9.0 5.6 30.37 na 30.86 0.2 120 7.0 54 9.83 30.83 na 55 12.33 34.14 na 56 12.33 34.14 na H13 9.0 5.6 30.44 na 30.9 0.2 120 7.0 58 9.83 30.9 na 59 12.33 34.22 na H12 9.0 5.6 30.06 na 30.7 0.2 120 7.0 63 9.83 30.51 na 64 12.33 33.84 na 65 12.33 33.95 na 66 12.33 40.2 na Hil 9.0 5.6 29.97 na 30.66 0.2 120 7.0 68 9.83 30.42 na 10 10.25 34.74 na 69 12.33 33.84 na 12 10.25 35.44 na 70 12.33 34.8 na 13 10.25 35.63 na 71 12.33 34.8 na 72 12.33 35.22 na 73 12.33 39.88 na 14 10.25 35.76 na 74 12.33 34.9 na 15 10.25 35.86 na 75 12.33 35.19 na 76 12.33 39.69 na 4 12.62 27.51 na 18 12.33 37.11 na 77 12.33 38.11 na H3 9.0 5.6 18.37 na 24.0 0.2 120 7.0 2 9.83 18.52 na 3 13.12 20.19 na 5 12.62 27.59 na 6 12.62 27.99 na 7 12.62 29.06 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow. Summary - Standard Schmidt Fire Protection Page 5 ViaSat BLDG 13 TI Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 8 12.62 30.2 na 9 10.25 34.39 na 11 10.25 35.05 na 16 10.25 35.89 na 17 12.33 35.38 na 19 12.33 38.14 na 20 12.33 39.51 na 21 11.67 40.15 na 22 11.67 40.18 na 23 11.67 40.35 na 24 10.5 41.4 na 25 10.5 41.7 na 26 10.5 41.83 na TR1 10.5 46.59 na BR1 1.5 55.47 na FLG 0.5 57.02 na UG3 -3.0 58.63 na UG4 -3.0 59.45 na 250.0 BF3 -3.0 59.51 na BF4 -3.0 71.69 na SRC -7.5 73.85 na The maximum velocity is 18.67 and it occurs in the pipe between nodes 50 and 7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 6 ViaSat BLDG 13 TI Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 24.30 1.049 E 2.0 0.830 18.824 K Factor = 5.60 to 120.0 0.0 2.000 -0.359 28 24.3 0.1866 0.0 2.830 0.528 Vel = 9.02 28 0.0 1.049 2E 4.0 9.960 18.993 to 120.0 0.0 4.000 -1.425 29 24.3 0.1865 0.0 13.960 2.604 Vel = 9.02 29 24.72 1.049 21 10.0 0.500 20.172 to 120.0 0.0 10.000 0.217 30 49.02 0.6833 0.0 10.500 7.175 Vel = 18.20 30 22.35 2.157 20V 86.147 214.850 27.564 to 120.0 0.0 86.147 0.126 31 71.37 0.0409 0.0 300.997 12.313 Vel= 6.27 31 0.0 2.157 1 12.307 0.670 40.003 to 120.0 0.0 12.307 0.286 32 71.37 0.0409 0.0 12.977 0.531 Vel = 6.27 32 0.0 3.26 0.0 12.710 40.820 to 120.0 0.0 0.0 0.0 33 71.37 0.0054 0.0 12.710 0.069 Vel = 2.74 33 61.57 3.26 2V 13.44 11.780 40.889 to 120.0 0.0 13.440 0.507 26 132.94 0.0173 0.0 25.220 0.436 Vel = 5.11 0.0 132.94 41.832 KFactor= 20.55 H5 24.31 1.049 E 2.0 0.830 18.844 K Factor 5.60 to 120.0 0.0 2.000 -0.359 35 24.31 0.1862 0.0 2.830 0.527 Vel = 9.02 35 0.0 1.049 2E 4.0 9.960 19.012 to 120.0 0.0 4.000 -1.425 36 24.31 0.1867 0.0 13.960 2.607 Vel = 9.02 36 24.74 1.049 2T 10.0 0.500 20.194 to 120.0 0.0 10.000 0.217 5 49.05 0.6840 0.0 10.500 7.182 Vel = 18.21 0.0 49.05 27.593 K Factor = 9.34 H4 24.74 1.049 E 2.0 0.830 19.510 K Factor =5.60 to 120.0 0.0 2.000 -0.359 38 24.74 0.1926 0.0 2.830 0.545 Vel = 9.18 38 0.0 1.049 2E 4.0 5.960 19.696 to 120.0 0.0 4.000 -1.425 3 24.74 0.1928 0.0 9.960 1.920 VeI= 9.18 0.0 24.74 20.191 K Factor = 5.51 H2 24.72 1.049 E 2.0 0.830 19.492 K Factor 5.60 to 120.0 0.0 2.000 -0.359 40 24.72 0.1926 0.0 2.830 0.545 Vel = 9.18 40 0.0 1.049 2E 4.0 5.960 19.678 to 120.0 0.0 4.000 -1.425 29 24.72 0.1927 0.0 9.960 1.919 Vel = 9.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final, Calculations - Hazen-Williams Schmidt Fire Protection Page 7 ViaSat BLDG 13 TI 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 24.72 20.172 K Factor = 5.50 H6 24.74 1.049 E 2.0 0.830 19.512 K Factor 5.60 to 120.0 0.0 2.000 -0.359 42 24.74 0.1926 0.0 2.830 0.545 Vet = 9.18 42 0.0 1.049 2E 4.0 5.960 19.698 to 120.0 0.0 4.000 -1.425 36 24.74 0.1929 0.0 9.960 1.921 Vel = 9.18 0.0 24.74 20.194 KFactor= 5.51 H7 24.48 1.049 E 2.0 0.830 19.104 K Factor 5.60 to 120.0 0.0 2.000 -0.359 44 24.48 0.1890 0.0 2.830 0.535 Vet = 9.09 44 0.0 1.049 2E 4.0 9.960 19.280 to 120.0 0.0 4.000 -1.425 45 24.48 0.1891 0.0 13.960 2.640 Vet = 9.09 45 24.90 1.049 2T 10.0 0.500 20.495 to 120.0 0.0 10.000 0.217 6 49.38 0.6928 0.0 10.500 7.274 Vel = 18.33 0.0 49.38 27.986 K Factor = 9.33 H8 24.91 1.049 E 2.0 0.830 19.782 K Factor = 5.60 to 120.0 0.0 2.000 -0.359 47 24.91 0.1951 0.0 2.830 0.552 Vet = 9.25 47 0.0 1.049 2E 4.0 5.960 19.975 to 120.0 0.0 4.000 -1.425 45 24.91 0.1953 0.0 9.960 1.945 Vel = 9.25 0.0 24.91 20.495 K Factor = 5.50 H9 24.93 1.049 E 2.0 0.830 19.818 K Factor =5.60 to 120.0 0.0 2.000 -0.359 49 24.93 0.1954 0.0 2.830 0.553 Vet = 9.25 49 0.0 1.049 2E 4.0 9.960 20.012 to 120.0 0.0 4.000 -1.425 50 24.93 0.1956 0.0 13.960 2.731 yet = 9.25 50 25.37 1.049 2T 10.0 0.500 21.318 to 120.0 0.0 10.000 0.217 7 50.3 0.7166 0.0 10.500 7.524 Vet = 18.67 0.0 50.30 29.059 K Factor = 9.33 H10 25.37 1.049 E 2.0 0.830 20.519 K Factor =5.60 to 120.0 0.0 2.000 -0.359 52 25.37 0.2018 0.0 2.830 0.571 Vel = 9.42 52 0.0 1.049 2E 4.0 5.960 20.731 to 120.0 0.0 4.000 -1.425 50 25.37 0.2020 0.0 9.960 2.012 Vel = 9.42 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 8 ViaSat BLDG 13 TI Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..G.or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 25.37 21.318 KFactor= 5.49 H14 30.86 1.049 E 2.0 0.830 30.367 K Factor = 5.60 to 120.0 0.0 2.000 -0.359 54 30.86 0.2901 0.0 2.830 0.821 Vel = 11.46 54 0.0 1.049 2E 4.0 6.130 30.829 to 120.0 T 5.0 9.000 -1.083 55 30.86 0.2903 0.0 15.130 4.392 Vel= 11.46 55 -27.14 2.157 V 4.307 32.320 34.138 to 120.0 0.0 4.307 0.0 56 3.72 0.0002 0.0 36.627 0.007 Vel = 0.33 56 0.0 2.157 T 12.307 2.080 34.145 to 120.0 0.0 12.307 0.901 11 3.72 0.0001 0.0 14.387 0.002 Vel = 0.33 0.0 3.72 35.048 K Factor= 0.63 H13 30.90 1.049 E 2.0 0.830 30.438 K Factor = 5.60 to 120.0 0.0 2.000 -0.359 58 30.9 0.2905 0.0 2.830 0.822 Vel = 11.47 58 0.0 1.049 2E 4.0 6.130 30.901 to 120.0 T 5.0 9.000 -1.083 59 30.9 0.2909 0.0 15.130 4.402 Vel = 11.47 59 27.14 2.157 6V 25.844 201.330 34.220 to 120.0 T 12.307 38.151 0.793 25 58.04 0.0279 0.0 239.481 6.682 Vel = 5.10 0.0 58.04 41.695 KFactor 8.99 H12 30.70 1.049 E 2.0 0.830 30.056 K Factor= 5.60 to 120.0 0.0 2.000 -0.359 63 30.7 0.2873 0.0 2.830 0.813 Vel = 11.40 63 0.0 1.049 2E 4.0 6.330 30.510 to 120.0 T 5.0 9.000 -1.083 64 30.7 0.2875 0.0 15.330 4.408 Vel = 11.40 64 0.21 2.157 0.0 12.750 33.835 to 120.0 0.0 0.0 0.0 65 30.91 0.0087 0.0 12.750 0.111 VeI= 2.71 65 30.66 2.157 V 4.307 196.620 33.946 to 120.0 0.0 4.307 0.0 66 61.57 0.0311 0.0 200.927 6.254 Vel= 5.41 66 0.0 2.157 T 12.307 0.670 40.200 to 120.0 0.0 12.307 0.286 33 61.57 0.0311 0.0 12.977 0.403 Vel = 5.41 0.0 61.57 40.889 K Factor = 9.63 Hil 30.66 1.049 E 2.0 0.830 29.968 K Factor =5.60 to 120.0 0.0 2.000 -0.359 68 30.66 0.2866 0.0 2.830 0.811 Vel = 11.38 68 0.0 1.049 2E 4.0 7.070 30.420 to 120.0 T 5.0 9.000 -1.083 65 30.66 0.2868 0.0 16.070 4.609 Vel = 11.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 9 ViaSat BLDG 13 TI Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 30.66 33.946 K Factor = 5.26 10 0.21 2.157 T 12.307 2.080 34.736 to 120.0 0.0 12.307 -0.901 69 0.21 0.0 0.0 14.387 0.0 VeI= 0.02 69 0.0 2.157 I 4.307 31.640 33.835 to 120.0 0.0 4.307 0.0 64 0.21 0.0 0.0 35.947 0.0 Vel = 0.02 0.0 0.21 33.835 KFactor= 0.04 12 45.55 2.157 T 12.307 2.080 35.440 to 120.0 0.0 12.307 -0.901 70 45.55 0.0179 0.0 14.387 0.257 Vel = 4.00 70 0.0 2.157 14V 60.303 253.290 34.796 to 120.0 T 12.307 72.610 0.793 24 45.55 0.0178 0.0 325.900 5.807 Vel = 4.00 0.0 45.55 41.396 K Factor= 7.08 13 22.76 2.157 T 12.307 2.080 35.628 to 120.0 0.0 12.307 -0.901 71 22.76 0.0049 0.0 14.387 0.071 Vel = 2.00 71 0.0 2.157 2V 8.615 77.420 34.798 to 120.0 0.0 8.615 0.0 72 22.76 0.0049 0.0 86.035 0.425 Vel = 2.00 72 18.46 2.157 1 12.307 185.430 35.223 to 120.0 27V 116.298 128.605 0.0 73 41.22 0.0148 0.0 314.035 4.653 VeI= 3.62 73 0.0 2.157 1 12.307 0.670 39.876 to 120.0 0.0 12.307 0.286 23 41.22 0.0149 0.0 12.977 0.193 Vel = 3.62 0.0 41.22 40.355 KFactor = 6.49 14 18.46 2.157 T 12.307 2.080 35.757 to 120.0 0.0 12.307 -0.901 74 18.46 0.0033 0.0. 14.387 0.048 Vel = 1.62 74 0.0 2.157 4V 17.229 77.820 34.904 to 120.0 0.0 17.229 0.0 72 18.46 0.0034 0.0 95.049 0.319 Vel = 1.62 0.0 18.46 35.223 KFactor = 3.11 15 42.81 2.157 T 12.307 2.080 35.862 to 120.0 0.0 12.307 -0.901 75 42.81 0.0159 0.0 14.387 0.229 Vel = 3.76 75 0.0 2.157 9V 38.766 244.350 35.190 to 120.0 0.0 38.766 0.0 76 42.81 0.0159 0.0 283.116 4.500 Vel = 3.76 76 0.0 2.157 T 12.307 0.670 39.690 to 120.0 0.0 12.307 0.286 22 42.81 0.0159 0.0 12.977 0.206 Vel = 3.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 10 ViaSat BLDG 13 TI Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. loci.or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 42.81 40.182 K Factor = 6.75 4 22.35 2.157 0.0 12.000 27.506 to 120.0 0.0 0.0 0.0 30 22.35 0.0048 0.0 12.000 0.058 Vel = 1.96 0.0 22.35 27.564 K Factor = 4.26 55 27.14 2.157 0.0 12.000 34.138 to 120.0 0.0 0.0 0.0 59 27.14 0.0068 0.0 12.000 0.082 Vet = 2.38 0.0 27.14 34.220 K Factor = 4.64 18 24.25 2.157 121 51.688 128.860 37.106 to 120.0 0.0 51.688 0.0 77 24.25 0.0056 0.0 180.548 1.003 Vel = 2.13 77 0.0 2.157 0.0 5.280 38.109 to 120.0 0.0 0.0 0.0 19 24.25 0.0057 0.0 5.280 0.030 Vet = 2.13 0.0 24.25 38.139 K Factor = 3.93 H3 24.00 1.049 E 2.0 0.830 18.367 K Factor 5.60 to 120.0 0.0 2.000 -0.359 2 24.0 0.1823 0.0 2.830 0.516 Vet = 8.91 2 0.0 1.049 3E 6.0 10.960 18.524 to 120.0 0.0 6.000 -1.425 3 24.0 0.1823 0.0 16.960 3.092 Vet = 8.91 3 24.74 1.049 2T 10.0 0.500 20.191 to 120.0 0.0 10.000 0.217 4 48.74 0.6760 0.0 10.500 7.098 Vet = 18.09 4 -22.36 2.157 0.0 13.330 27.506 to 120.0 0.0 0.0 0.0 5 26.38 0.0065 0.0 13.330 0.087 Vet = 2.32 5 49.05 2.157 0.0 8.670 27.593 to 120.0 0.0 0.0 0.0 6 75.43 0.0453 0.0 8.670 0.393 Vet = 6.62 6 49.38 2.157 0.0 9.330 27.986 to 120.0 0.0 0.0 0.0 7 124.81 0.1150 0.0 9.330 1.073 Vet = 10.96 7 50.30 2.157 V 4.307 0.980 29.059 to 120.0 0.0 4.307 0.0 8 175.11 0.2152 0.0 5.287 1.138 Vel = 15.37 8 0.0 2.157 T 12.307 2.380 30.197 to 120.0 0.0 12.307 1.026 9 175.11 0.2153 0.0 14.687 3.162 Vel = 15.37 9 0.0 3.26 0.0 12.180 34.385 to 120.0 0.0 0.0 0.0 10 175.11 0.0288 0.0 12.180 0.351 Vet = 6.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 11 ViaSat BLDG 13 TI 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 10 -0.21 3.26 0.0 10.860 34.736 to 120.0 0.0 0.0 0.0 11 174.9 0.0287 0.0 10.860 0.312 Vel = 6.72 11 3.72 3.26 0.0 13.140 35.048 to 120.0 0.0 0.0 0.0 12 178.62 0.0298 0.0 13.140 0.392 Vel = 6.87 12 -45.55 3.26 0.0 10.810 35.440 to 120.0 0.0 0.0 0.0 13 133.07 0.0174 0.0 10.810 0.188 Vel = 5.11 13 -22.76 3.26 0.0 10.530 35.628 to 120.0 0.0 0.0 0.0 14 110.31 0.0123 0.0 10.530 0.129 Vel = 4.24 14 -18.46 3.26 0.0 12.040 35.757 to 120.0 0.0 0.0 0.0 15 91.85 0.0087 0.0 12.040 0.105 Vel = 3.53 15 -42.81 3.26 0.0 11.680 35.862 to 120.0 0.0 0.0 0.0 16 49.04 0.0027 0.0 11.680 0.032 Vel = 1.88 16 0.0 2.157 V 4.307 2.080 35.894 to 120.0 T 12.307 16.614 -0.901 17 49.04 0.0204 0.0 18.694 0.382 Vel = 4.31 17 0.0 2.157 4V 17.229 67.520 35.375 to 120.0 0.0 17.229 0.0 18 49.04 0.0204 0.0 84.749 1.731 Vel = 4.31 18 -24.26 2.157 4V 17.229 136.720 37.106 to 120.0 2T 24.613 41.842 0.0 19 24.78 0.0058 0.0 178.562 1.033 Vel = 2.18 19 24.26 2.157 0.0 67.000 38.139 to 120.0 0.0 0.0 0.0 20 49.04 0.0204 0.0 67.000 1.368 Vel = 4.31 20 0.0 2.157 T 12.307 0.670 39.507 to 120.0 V 4.307 16.614 0.286 21 49.04 0.0204 0.0 17.284 0.353 Vel = 4.31 21 0.0 3.26 0.0 13.000 40.146 to 120.0 0.0 0.0 0.0 22 49.04 0.0028 0.0 13.000 0.036 Vel = 1.88 22 42.81 3.26 0.0 19.780 40.182 to 120.0 0.0 0.0 0.0 23 91.85 0.0087 0.0 19.780 0.173 Vel = 3.53 23 41.22 3.26 2V 13.44 17.430 40.355 to 120.0 0.0 13.440 0.507 24 133.07 0.0173 0.0 30.870 0.534 Vel = 5.11 24 45.55 3.26 0.0 10.000 41.396 to 120.0 0.0 0.0 0.0 25 178.62 0.0299 0.0 10.000 0.299 Vel = 6.87 25 58.04 3.26 0.0 2.730 41.695 to 120.0 0.0 0.0 0.0 26 236.66 0.0502 0.0 2.730 0.137 Vel = 9.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fina) Calculations - Hazen-Williams Schmidt Fire Protection Page 12 ViaSat BLDG 13 TI Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Ct' or Ftng's Pe Pv Notes Point Qt PfIFt Eqv. Ln.. Total Pf Pn 26 132.93 3.26 X 17.471 24.000 41.832 to 120.0 0.0 17.471 0.0 TRI 369.59 0.1147 0.0 41.471 4.757 Vel = 14.21 TR1 0.0 4.26 Fsp 0.0 10.000 46.589 to 120.0 B 15.8 53.722 6.898 **Fixed Loss _.3 BRI 369.59 0.0312 S 28.968 63.722 1.986 Vel = 8.32 V 8.954 BR1 0.0 4.26 3V 26.861 9.000 55.473 to 120.0 0.0 26.861 0.433 FLG 369.59 0.0312 0.0 35.861 1.118 VeI= 8.32 FLG 0.0 6.16 L 12.911 10.000 57.024 to 140.0 0.0 12.911 1.516 UG3 369.59 0.0039 0.0 22.911 0.089 Vel = 3.98 UG3 0.0 5.86 2L 23.005 82.000 58.629 to 150.0 T 38.342 106.080 0.0 UG4 369.59 0.0044 G 3.834 188.080 0.821 Vel = 4.40 S 40.899 UG4 250.00 7.68 L 16.29 5.000 59.450 Qa = 250 to 150.0 0.0 16.290 0.0 BF3 619.59 0.0031 0.0 21.290 0.065 Vel = 4.29 BF3 0.0 8.27 3L 61.681 10.000 59.515 to 140.0 Zig 0.0 61.681 12.000 **Fixed Loss 12 BF4 619.59 0.0024 0.0 71.681 0.173 Vel = 3.70 BF4 0.0 7.68 G 5.012 20.000 71.688 to 150.0 T 43.857 48.869 1.949 SRC 619.59 0.0030 0.0 68.869 0.209 Vel = 4.29 0.0 619.59 73.846 K Factor = 72.10 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 Bldg 13 TI Building : BRESSI RANCH BLDG 13 Location : 2511 GATEWAY ROAD System Contract : SFP-916 Data File : Viasat B13 3rd FIr Hyd Calc.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Page ViaSat Bldg 13 TI Date Hydraulic Design Information Sheet Name - VIASAT Date - 11-21-17 Location - 2511 GATEWAY ROAD Building - BRESSI RANCH BLDG 13 System No. - Contractor - Contract No. - SFP-916 Calculated By - Drawing No. - FP-08 & FP09 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 9-0 Occupancy - LIGHT HAZARD S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make TYCO D Area Per Sprinkler - 225 ( ) Dry Model TY-FRB E Elevation at Highest Outlet - 41-8 ( ) 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 - 523.02 Press Required - 89.92 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 8 Press - R Residual Press - 101 Elev. - Well Flow - 3850 Proof Flow S Elevation - U P Location - GATEWAY ROAD AT EL CAMINO REAL P L Source of Information - CITY OF CARLSBAD 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 Bldg 13 TI Date City Water Supply: Demand: Cl - Static Pressure : 96.3 Dl - Elevation : 21.079 C2 - Residual Pressure: 90.3 D2 — System Flow : 423.02 C2 — Residual Flow : 3850 D2 - System Pressure : 89.926 Hose ( Demand) :100 D3 — System Demand :523.02 Safety Margin : 6.225 150 - 140 130 p120 R11° E10° C2 UF S90 s 80 u70 R6° E5° 40 30 20 ir 10 -- ..a... ... .. .. .. _____ 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 Bldg 13 TI Date Fitting Legend Abbrev. Name 1/2 % - 1 1% 11/2 2 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 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 13Swing 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 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 / Flow Summary - STANDARD Schmidt Fire Protection Page 4 ViaSat Bldg 13 TI Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. H13 41.17 5.6 16.16 na 22.51 0.1 154 7.0 15 42.17 16.22 na H3 40.67 5.6 19.92 na 24.99 0.1 168 7.0 17 41.67 20.08 na 18 41.67 22.07 na 19 41.67 22.14 na 20 41.67 22.4 na 21 41.67 26.48 na 22 41.67 37.1 na 23 41.0 40.07 na 24 41.0 40.33 na 25 41.0 40.81 na 26 41.0 41.07 na 27 41.0 41.2 na 28 41.0 41.32 na 29 41.0 41.38 na 30 41.0 41.4 na 31 41.67 41.22 na 32 41.67 43.66 na 33 41.0 44.07 na 34 41.0 44.08 na H2 40.67 5.6 20.31 na 25.24 0.1 120 7.0 36 41.67 20.47 na H6 40.67 5.6 20.0 na 25.04 0.1 195 7.0 38 41.67 20.16 na 39 41.67 22.23 na Hi 40.67 5.6 20.54 na 25.38 0.1 120 7.0 41 41.67 20.71 na H4 42.67 5.6 20.43 na 25.31 0.1 120 7.0 43 41.67 22.07 na 44 41.67 22.11 na H5 42.67 5.6 20.47 na 25.34 0.1 120 7.0 H8 40.67 5.6 20.96 na 25.64 0.1 120 7.0 47 41.67 21.15 na 48 41.67 22.99 na 49 41.67 23.15 na H9 40.67 5.6 21.04 na 25.69 0.1 168 7.0 51 41.67 21.23 na 52 41.67 22.96 na 53 41.67 . 22.98 na 54 41.67 23.08 na H7 40.67 5.6 21.11 na 25.73 0.1 120 7.0 56 41.67 21.3 na H10 42.67 5.6 20.7 na 25.48 0.1 125 7.0 58 41.67 21.74 na Hil 42.67 5.6 20.79 na 25.53 0.1 225 7.0 60 41.67 21.83 na H15 40.67 5.6 34.48 na 32.88 0.1 144 7.0 62 41.67 35.02 na 63 41.67 38.58 na 64 41.67 38.7 na 65 41.67 42.03 na H14 40.67 5.6 34.48 na 32.88 0.1 144 7.0 67 41.67 35.02 na 68 41.67 38.58 na 69 41.67 39.91 na H16 40.67 5.6 34.46 na 32.87 0.1 195 7.0 71 41.67 35.01 na 72 41.67 40.6 na 73 41.67 42.63 na 74 41.67 40.88 na 75 41.67 43.05 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow, Summary - Standard Schmidt Fire Protection Page 5 ViaSat Bldg 13 TI -- Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 76 41.67 41.02 na 77 41.67 43.3 na 78 41.67 41.16 na 79 41.67 43.58 na 80 41.67 41.21 na 81 41.67 43.67 na H12 41.17 5.6 16.14 na 22.5 0.1 225 7.0 2 42.17 16.2 na 3 42.17 16.92 na 4 41.67 23.26 na 5 41.67 23.59 na 6 41.67 38.55 na 7 41.0 42.66 na 8 41.0 42.76 na 9 41.0 43.01 na 10 41.0 43.44 na 11 41.0 43.7 na 12 41.0 43.99 na 13 41.0 44.09 na M3 10.5 59.64 na TR3 10.5 61.65 na BR3 1.5 71.1 na FLG 0.5 72.97 na UG3 -3.0 74.6 na UG4 -3.0 75.65 na 100.0 BF3 -3.0 75.7 na BF4 -3.0 87.82 na SRC -7.5 89.93 na The maximum velocity is 16.71 and it occurs in the pipe between nodes 3 and 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 6 ViaSat Bldg 13 TI 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 H13 22.51 1.049 E 2.0 1.000 16.163 K Factor 5.60 to 120.0 0.0 2.000 -0.433 15 22.51 0.1620 0.0 3.000 0.486 Vet = 8.36 15 0.0 1.049 E 2.0 2.330 16.216 to 120.0 0.0 2.000 0.0 3 22.51 0.1619 0.0 4.330 0.701 Vet = 8.36 0.0 22.51 16.917 KFactor= 5.47 H3 24.99 1.049 E 2.0 1.000 19.919 K Factor= 5.60 to 120.0 0.0 2.000 -0.433 17 24.99 0.1967 0.0 3.000 0.590 Vet = 9.28 17 0.0 1.049 E 2.0 3.160 20.076 to 120.0 1 5.0 7.000 0.0 18 24.99 0.1966 0.0 10.160 1.997 VeI= 9.28 18 3.30 2.157 0.0 9.540 22.073 to 120.0 0.0 0.0 0.0 19 28.29 0.0073 0.0 9.540 0.070 Vet = 2.48 19 25.24 2.157 0.0 10.670 22.143 to 120.0 0.0 0.0 0.0 20 53.53 0.0240 0.0 10.670 0.256 Vet = 4.70 20 25.38 2.157 I 4.307 66.150 22.399 to 120.0 T 12.307 16.614 0.0 21 78.91 0.0493 0.0 82.764 4.077 Vet = 6.93 21 67.82 2.157 0.0 68.470 26.476 to 120.0 0.0 0.0 0.0' 22 146.73 0.1552 0.0 68.470 10.625 Vet = 12.88 22 0.0 2.157 I 4.307 0.670 37.101 to 120.0 T 12.307 16.614 0.290 23 146.73 0.1552 0.0 17.284 2.683 Vet = 12.88 23 0.0 3.26 0.0 12.440 40.074 to 120.0 0.0 0.0 0.0 24 146.73 0.0207 0.0 12.440 0.258 Vet = 5.64 24 34.06 3.26 0.0 15.690 40.332 to 120.0 0.0 0.0 0.0 25 180.79 0.0305 0.0 15.690 0.479 Vet = 6.95 25 -25.95 3.26 0.0 11.260 40.811 to 120.0 0.0 0.0 0.0 26 154.84 0.0230 0.0 11.260 0.259 Vet = 5.95 26 -28.64 3.26 0.0 8.510 41.070 to 120.0 0.0 0.0 0.0 27 126.2 0.0157 0.0 8.510 0.134 Vel= 4.85 27 -30.02 3.26 0.0 12.680 41.204 to 120.0 0.0 0.0 0.0 28 96.18 0.0095 0.0 12.680 0.120 Vet = 3.70 28 -32.75 3.26 0.0 13.080 41.324 to 120.0 0.0 0.0 0.0 29 63.43 0.0044 0.0 13.080 0.058 Vet = 2.44 29 -31.86 3.26 0.0 12.960 41.382 to 120.0 0.0 0.0 0.0 30 31.57 0.0012 0.0 12.960 0.015 Vet = 1.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 7 ViaSat Bldg 13 TI Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 30 0.0 2.157 T 12.307 0.670 41.397 to 120.0 0.0 12.307 -0.290 31 31.57 0.0090 0.0 12.977 0.117 Vel 2.77 31 0.0 2.157 6V 25.844 243.980 41.224 to 120.0 0.0 25.844 0.0 32 31.57 0.0090 0.0 269.824 2.441 Vel = 2.77 32 0.0 2.157 T 12.307 0.670 43.665 to 120.0 0.0 12.307 0.290 33 31.57 0.0090 0.0 12.977 0.117 Vet 2.77 33 0.0 4.26 0.0 13.630 44.072 to 120.0 0.0 0.0 0.0 34 31.57 0.0004 0.0 13.630 0.005 Vel = 0.71 34 31.86 4.26 0.0 9.190 44.077 to 120.0 0.0 0.0 0.0 13 63.43 0.0012 0.0 9.190 0.011 Vel = 1.43 0.0 63.43 44.088 K Factor = 9.55 H2 25.24 1.049 E 2.0 1.000 20.307 K Factor 5.60 to 120.0 0.0 2.000 -0.433 36 25.24 0.2000 0.0 3.000 0.600 Vet = 9.37 36 0.0 1.049 E 2.0 1.340 20.474 to 120.0 1 5.0 7.000 0.0 19 25.24 0.2001 0.0 8.340 1.669 Vet = 9.37 0.0 25.24 22.143 K Factor = 5.36 H6 25.04 1.049 E 2.0 1.000 20.001 K Factor= 5.60 to 120.0 0.0 2.000 -0.433 38 25.04 0.1973 0.0 3.000 0.592 Vet = 9.30 38 0.0 1.049 E 2.0 3.500 20.160 to 120.0 T 5.0 7.000 0.0 39 25.04 0.1972 0.0 10.500 2.071 Vet = 9.30 39 47.36 2.157 V 4.307 15.770 22.231 to 120.0 T 12.307 16.614 0.0 5 72.4 0.0420 0.0 32.384 1.360 - Vet = 6.36 0.0 72.40 23.591 KFactor= 14.91 Hi 25.38 1.049 E 2.0 1.000 20.540 K Factor 5.60 to 120.0 0.0 2.000 -0.433 41 25.38 0.2020 0.0 3.000 0.606 Vet = 9.42 41 0.0 1.049 E 2.0 1.340 20.713 to 120.0 T 5.0 7.000 0.0 20 25.38 0.2022 0.0 8.340 1.686 - Vet = 9.42 0.0 25.38 22.399 KFactor= 5.36 H4 25.31 1.049 T 5.0 1.000 20.431 K Factor 5.60 to 120.0 0.0 5.000 0.433 43 25.31 0.2012 0.0 6.000 1.207 Vel= 9.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final. Calculations - Hazen-Williams Schmidt Fire Protection Page 8 ViaSat Bldg 13 TI 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 43 -3.30 2.157 0.0 9.270 22.071 to 120.0 0.0 0.0 0.0 44 22.01 0.0046 0.0 9.270 0.043 Vel = 1.93 44 25.34 2.157 0.0 6.100 22.114 to 120.0 0.0 0.0 0.0 39 47.35 0.0192 0.0 6.100 0.117 VeI= 4.16 0.0 47.35 22.231 KFactor= 10.04 H5 25.34 1.049 T 5.0 1.000 20.472 K Factor = 5.60 to 120.0 0.0 5.000 0.433 44 25.34 0.2015 0.0 6.000 1.209 VeI= 9.41 0.0 25.34 22.114 KFactor= 5.39 H8 25.64 1.049 E 2.0 1.000 20.963 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 47 25.64 0.2060 0.0 3.000 0.618 Vel = 9.52 47 0.0 1.049 E 2.0 1.920 21.148 to 120.0 T 5.0 7.000 0.0 48 25.64 0.2061 0.0 8.920 1.838 Vel = 9.52 48 16.45 2.157 0.0 10.670 22.986 to 120.0 0.0 0.0 0.0 49 42.09 0.0154 0.0 10.670 0.164 Vel = 3.70 49 25.73 2.157 4V 17.229 72.120 23.150 to 120.0 0.0 17.229 0.0 21 67.82 0.0372 0.0 89.349 3.326 Vel = 5.95 0.0 67.82 26.476 K Factor = 13.18 H9 25.69 1.049 E 2.0 1.000 21.044 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 51 25.69 0.2067 0.0 3.000 0.620 Vel = 9.54 51 0.0 1.049 E 2.0 1.360 21.231 to 120.0 T 5.0 7.000 0.0 52 25.69 0.2068 0.0 8.360 1.729 Vel = 9.54 52 -16.45 2.157 2V 8.615 12.600 22.960 to 120.0 0.0 8.615 0.0 53 9.24 0.0009 0.0 21.215 0.020 Vel = 0.81 53 25.48 2.157 0.0 9.270 22.980 to 120.0 0.0 0.0 0.0 54 34.72 0.0108 0.0 9.270 0.100 Vel = 3.05 54 25.53 2.157 0.0 6.100 23.080 to 120.0 0.0 0.0 0.0 4 60.25 0.0298 0.0 6.100 0.182 Vel = 5.29 0.0 60.25 23.262 KFactor= 12.49 H7 25.73 1.049 E 2.0 1.000 21.111 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 56 25.73 0.2073 0.0 3.000 0.622 Vel = 9.55 56 0.0 1.049 E 2.0 1.920 21.300 to 120.0 T 5.0 7.000 0.0 49 25.73 0.2074 0.0 8.920 1.850 Vel = 9.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 9 ViaSat Bldg 13 TI 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 25.73 23.150 KFactor= 5.35 H10 25.48 1.049 E 2.0 1.000 20.696 K Factor =5.60 to 120.0 0.0 2.000 0.433 58 25.48 0.2037 0.0 3.000 0.611 Vel = 9.46 58 0.0 1.049 1 5.0 1.090 21.740 to 120.0 0.0 5.000 0.0 53 25.48 0.2036 0.0 6.090 1.240 Vet = 9.46 0.0 25.48 22.980 K Factor = 5.32 Hil 25.53 1.049 E 2.0 1.000 20.788 K Factor= 5.60 to 120.0 0.0 2.000 0.433 60 25.53 0.2047 0.0 3.000 0.614 Vet = 9.48 60 0.0 1.049 1 5.0 1.090 21.835 to 120.0 0.0 5.000 0.0 54 25.53 0.2044 0.0 6.090 1.245 Vet = 9.48 0.0 25.53 23.080 K Factor = 5.31 HiS 32.88 1.049 E 2.0 1.000 34.475 K Factor= 5.60 to 120.0 0.0 2.000 -0.433 62 32.88 0.3263 0.0 3.000 0.979 Vet = 12.21 62 0.0 1.049 E 2.0 3.900 35.021 to 120.0 T 5.0 7.000 0.0 63 32.88 0.3265 0.0 10.900 3.559 Vet = 12.21 63 -1.18 2.157 0.0 12.870 38.580 to 120.0 0.0 0.0 0.0 64 31.7 0.0091 0.0 12.870 0.117 Vet = 2.78 64 32.87 2.157 V 4.307 93.740 38.697 to 120.0 0.0 4.307 0.0 65 64.57 0.0340 0.0 98.047 3.333 Vet = 5.67 65 0.0 2.157 T 12.307 0.670 42.030 to 120.0 0.0 12.307 0.290 8 64.57 0.0340 0.0 12.977 0.441 Vet = 5.67 0.0 64.57 42.761 K Factor = 9.87 H14 32.88 1.049 E 2.0 1.000 34.475 K Factor 5.60 to 120.0 0.0 2.000 -0.433 67 32.88 0.3267 0.0 3.000 0.980 Vet = 12.21 67 0.0 1.049 E 2.0 3.900 35.022 to 120.0 T 5.0 7.000 0.0 68 32.88 0.3264 0.0 10.900 3.558 Vet = 12.21 68 1.18 2.157 V 4.307 123.150 38.580 to 120.0 0.0 4.307 0.0 69 3406 0.0104 0.0 127.457 1.327 Vet = 2.99 69 0.0 2.157 T 12.307 0.670 39.907 to 120.0 0.0 12.307 0.290 24 34.06 0.0104 0.0 12.977 0.135 Vet = 2.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 10 ViaSat Bldg 13 TI Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 34.06 40.332 K Factor = 5.36 H16 32.87 1.049 E 2.0 1.000 34.460 K Factor 5.60 to 120.0 0.0 2.000 -0.433 71 32.87 0.3263 0.0 3.000 0.979 Vet = 12.20 71 0.0 1.049 E 2.0 4.310 35.006 to 120.0 1 5.0 7.000 0.0 64 32.87 0.3263 0.0 11.310 3.691 Vet = 12.20 0.0 32.87 38.697 K Factor 5.28 25 25.94 2.157 1 12.307 0.670 40.811 to 120.0 0.0 12.307 -0.290 72 25.94 0.0063 0.0 12.977 0.082 Vet = 2.28 72 0.0 2.157 12V 51.688 271.120 40.603 to 120.0 0.0 51.688 0.0 73 25.94 0.0063 0.0 322.808 2.031 Vet = 2.28 73 0.0 2.157 1 12.307 0.670 42.634 to 120.0 0.0 12.307 0.290 9 25.94 0.0063 0.0 12.977 0.082 Vet = 2.28 0.0 25.94 43.006 K Factor = 3.96 26 28.64 2.157 T 12.307 0.670 41.070 to 120.0 0.0 12.307 -0.290 74 28.64 0.0076 0.0 12.977 0.098 Vet = 2.51 74 0.0 2.157 8V 34.459 253.130 40.878 to 120.0 0.0 34.459 0.0 75 28.64 0.0076 0.0 287.589 2.172 Vet = 2.51 75 0.0 2.157 1 12.307 0.670 43.050 to 120.0 0.0 12.307 0.290 10 28.64 0.0076 0.0 12.977 0.098 Vet = 2.51 0.0 28.64 43.438 K Factor = 4.35 27 30.02 2.157 T 12.307 0.670 41.204 to 120.0 0.0 12.307 0.290 76 30.02 0.0082 0.0 12.977 0.106 Vet = 2.64 76 0.0 2.157 6V 25.844 251.320 41.020 to 120.0 0.0 25.844 0.0 77 30.02 0.0082 0.0 277.164 2.285 Vet = 2.64 77 0.0 2.157 T 12.307 0.670 43.305 to 120.0 0.0 12.307 0.290 11 30.02 0.0082 0.0 12.977 0.107 Vet = 2.64 0.0 30.02 43.702 K Factor = 4.54 28 32.75 2.157 1 12.307 0.670 41.324 to 120.0 0.0 12.307 -0.290 78 32.75 0.0097 0.0 12.977 0.126 Vet = 2.88 78 0.0 2.157 2V 8.615 240.990 41.160 to 120.0 0.0 8.615 0.0 79 32.75 0.0097 0.0 249.605 2.416 Vet = 2.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final, Calculations - Hazen-Williams Schmidt Fire Protection Page 11 ViaSat Bldg 13 TI Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..G.or Ftng's Pe Pv Notes Point Qt Pf/Ft, Eqv. Ln. Total Pf Pn 79 0.0 2.157 1 12.307 0.670 43.576 to 120.0 0.0 12.307 0.290 12 32.75 0.0097 0.0 12.977 0.126 Vet = 2.88 0.0 32.75 43.992 K Factor = 4.94 29 31.87 2.157 1 12.307 0.670 41.382 to 120.0 0.0 12.307 -0.290 80 31.87 0.0092 0.0 12.977 0.119 Vel = 2.80 80 0.0 2.157 3V 12.922 241.640 41.211 to 120.0 1 12.307 25.229 0.0 81 31.87 0.0092 0.0 266.869 2.456 Vet = 2.80 81 0.0 2.157 T 12.307 0.670 43.667 to 120.0 0.0 12.307 0.290 34 31.87 0.0092 0.0 12.977 0.120 Vel = 2.80 0.0 31.87 44.077 K Factor = 4.80 18 -3.30 2.157 0.0 10.110 22.073 to 120.0 0.0 0.0 0.0 43 -3.3 -0.0002 0.0 10.110 -0.002 Vel = 0.29 0.0 -3.30 22.071 K Factor = -0.70 52 16.45 2.157 0.0 9.540 22.960 to 120.0 0.0 0.0 0.0 48 16.45 0.0027 0.0 9.540 0.026 Vet = 1.44 0.0 16.45 22.986 K Factor = 3.43 63 1.18 2.157 0.0 10.660 38.580 to 120.0 0.0 0.0 0.0 68 1.18 0.0 0.0 10.660 0.0 Vel 0.10 0.0 1.18 38.580 K Factor = 0.19 H12 22.50 1.049 E 2.0 1.000 16.143 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 2 22.5 0.1620 0.0 3.000 0.486 Vet = 8.35 2 0.0 1.049 E 2.0 2.460 16.196 to 120.0 0.0 2.000 0.0 3 22.5 0.1617 0.0 4.460 0.721 Vet = 8.35 3 22.51 1.049 2T 10.0 0.500 16.917 to 120.0 0.0 10.000 0.217 4 45.01 0.5836 0.0 10.500 6.128 Vet = 16.71 4 60.25 2.157 0.0 3.920 23.262 to 120.0 0.0 0.0 0.0 5 105.26 0.0839 0.0 3.920 0.329 Vet = 9.24 5 72.40 2.157 0.0 67.680 23.591 to 120.0 0.0 0.0 0.0 6 177.66 0.2211 0.0 67.680 14.963 Vet = 15.60 6 0.0 2.157 1 12.307 0.670 38.554 to 120.0 I 4.307 16.614 0.290 7 177.66 0.2211 0.0 17.284 3.821 Vet = 15.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final, Calculations - Hazen-Williams Schmidt Fire Protection Page 12 ViaSat Bldg 13 TI 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 7 0.0 4.26 0.0 12.000 42.665 to 120.0 0.0 0.0 0.0 8 177.66 0.0080 0.0 12.000 0.096 Vel = 4.00 8 64.57 4.26 0.0 17.130 42.761 to 120.0 0.0 0.0 0.0 9 242.23 0.0143 0.0 17.130 0.245 Vel = 5.45 9 25.95 4.26 2V 17.907 7.220 43.006 to 120.0 0.0 17.907 0.0 10 268.18 0.0172 0.0 25.127 0.432 Vel = 6.04 10 28.64 4.26 0.0 12.700 43.438 to 120.0 0.0 0.0 0.0 11 296.82 0.0208 0.0 12.700 0.264 Vel = 6.68 11 30.02 4.26 0.0 11.670 43.702 to 120.0 0.0 0.0 0..0 12 326.84 0.0249 0.0 11.670 0.290 Vel = 7.36 12 32.75 4.26 0.0 3.230 43.992 to 120.0 0.0 0.0 0.0 13 359.59 0.0297 0.0 3.230 0.096 Vel = 8.09 13 63.43 4.26 X 21.067 28.540 44.088 to 120.0 V 8.954 30.021 13.210 M3 423.02 0.0400 0.0 58.561 2.342 Vel = 9.52 M3 0.0 4.26 2V 17.907 32.330 59.640 to 120.0 0.0 17.907 0.0 TR3 423.02 0.0400 0.0 50.237 2.010 Vel = 9.52 TR3 0.0 4.26 Fsp 0.0 10.000 61.650 to 120.0 B 15.8 53.722 6.898 * * Fixed Loss = 3 BR3 423.02 0.0400 S 28.968 63.722 2.550 Vel = 9.52 V 8.954 BR3 0.0 4.26 3V 26.861 9.000 71.098 to 120.0 0.0 26.861 0.433 FLG 423.02 0.0400 0.0 35.861 1.435 Vel = 9.52 FLG 0.0 6.16 L 12.911 10.000 72.966 to 140.0 0.0 12.911. 1.516 UG3 423.02 0.0050 0.0 22.911 0.114 Vel = 4.55 UG3 0.0 5.86 2L 23.005 82.000 74.596 to 150.0 1 38.342 106.080 0.0 UG4 423.02 0.0056 G 3.834 188.080 1.054 Vel = 5.03 S 40.899 UG4 100.00 7.68 L 16.29 5.000 75.650 Qa = 100 to 150.0 0.0 16.290 0.0 BF3 523.02 0.0023 0.0 21.290 0.048 - Vel = 3.62 -- BF3 0.0 8.27 3L 61.681 10.000 75.698 to 140.0 Zig 0.0 61.681 12.000 * * Fixed Loss = 12 BF4 523.02 0.0018 0.0 71.681 0.126 Vel = 3.12 BF4 0.0 7.68 G 5.012 20.000 87.824 to 150.0 1 43.857 48.869 1.949 SRC 523.02 0.0022 0.0 68.869 0.153 Vel = 3.62 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Jina1 Calculations - Hazen-Williams Schmidt Fire Protection Page 13 ViaSat Bldg 13 TI 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 523.02 89.926 KFactor= 55.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 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 t.sI Hydrant Number (if applicable): H20163 Elevation of test: 303 Feet Total Flow: 3,850 GPM dir ' Residual Pressure 101 PSI At peak demand 1 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. 'Test 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: Jennifer R. Mael, P.E. Eng. Lic. No. (if applicable): C69606 Signature: Title/Org: Ptoie'ct Manager Date: 04/05/2017 CO '-iz1- AM NDIIbPAANNI - Jft-LiJLiJ-! w. Cl - - !L-__ I $ I. Jf s S S Cc K •- .5 I. V 0 z \\\ S S 8 S. .5 . S \\ S ? QOO LO 0 • tqco• 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 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 PendentSprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler usesone 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 Teähnical 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 TY323 ......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/psi112 (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 2-7/8° (73,0 mm) DIA. TFPI72 Page 2 of 4 Components: 1 - Frame 2 - Button 3 - Sealing Assembly * Temperature rating is ** Pipe thread connections per ISO 7-1 4 - Bulb indicated on Deflector, can be provided on special request. 5 - Compression Screw ESCUTCHEON PLATE 1/2 7/16 (11,1 mm) 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN 1 7/16 I (11,1mm) NOMINAL 2° MAKE-IN (50,8 mm) I 2° 1-3/8° (50,8 mm) (34,9 mm) WF [V 1/2 NPT** DEFLECTOR* STYLE 150r20 RECESSED ESCUTCHEON 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 (TY313) and Pendent (TY323) 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 FIGURE 2 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH INTO 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 a fire 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 (9,5±7,9 mm) 5/8 (15,9 mm) FLUSH 3/8±5/16" MOUNTING . J SURFACE (3,2 L/ \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TY-FRB 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" 1/2° (12,7 mm) FLUSH (7,9±6,4 mm) 17, MOUNTING \ 1/8° J I I SURFACE \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8° (34,9 mm) TYFRB PLATE 7/8° (22,2 mm) FIGURES 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 SPRINKLER TEMPERATURE L_7 FINISH RATINGS ___ —5— SIN 1 NATURAL BRASS 370 5.6K UPRIGHT (112 NPT) TY313 3 PURE WHITE (RAL901O)°° POLYESTER 4 SIGNAL WHITE (RAL9003) POLYESTER 371 5.6K PENDENT (1/2 NPT) 1Y323 9 CHROME PLATED Use suffix "1" for ISO 7-1 connection; for example, 77-370-4-175-I Eastern Hemisphere sales only 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) TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 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 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. TEFLON is trademark of The Dupont Corporation. ti/co Fire Protection Products uco Worldwide I Fire Protection Contacts www.tyco-fire.com tq Products Series TYIFRB - 56 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 5.6 K-factor, Hor- izontal and Vertical Sidewall Sprin- klers described in this data sheet are quick response -standard cover- age, decorative 3 mm glass bulb type spray sprinklers designed for use in light and ordinary hazard, commer- cial occupancies such as banks, ho- tels, shopping malls, etc. They are de- signed for installation along a wall or the side of a beam and just beneath a smooth ceiling. Sidewall sprinklers are commonly used instead of pendent or upright sprinklers due to aesthetics or building construction considerations, where piping across the ceiling is not desirable. The recessed version of the Series TY-FRB Horizontal Sidewall Sprin- kler is intended for use in areas with a finished wall. It uses a two-piece Style 10 Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjust- ment or up to 3/4 inch (19,1 mm) of to- tal adjustment from the flush sidewall position, or a two-piece Style 20 Re- cessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush sidewall position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe nipples to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler sys- tems and components. Improp- er handling and installation can permanently damage a sprin- kler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 tamed when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitabil- ity of these coatings for any given cor- rosive environment. The effects of am- bient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTICE The Series TY-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or sprinkler manufacturer with any questions. Sprinkler Identification Numbers TY3331 ...............Horizontal TY3431 ..................Vertical FEBRUARY 2014 Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A for complete approv- al information including corrosion re- sistant status.) Maximum Working Pressure Refer to Table B. Discharge Coefficient K=5.6 GPM/psill2 (80,6 LPM/bar1/2) Temperature Ratings Refer to Table A. Finishes Sprinkler: Refer to Table C. Recessed Escutcheon: Signal or Pure White, Jet Black, Chrome Plated, or Brass Plated. TFPI76 DEFLECT( HAT 0. 9/16 WRENCH 1/2** (14,3 mm) FLATS NPT ~, /a / CENTERLINE NOMINAL OF SPRINKLER MAKE-IN WATERWAY I 1-1/2" (36,1 mm) 2-3/16" (55,6 mm) STYLE ESCUTCHEON L 10 or 20 __ PLATE SEATING IRECESSED HI SURFACE 2-7/i (73, TFPI76 Page 2 of 6 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector* 1-13/16" (46,0 mm) * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. Physical Characteristics Frame ............................Bronze Button......................Brass/Copper Sealing Assembly ........Beryllium Nickel WI TEFLON Bulb ..............................Glass Compression Screw ................Bronze HSW Deflector ......................Bronze VSW Deflector .....................Copper 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 Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers are intended for fire protection sys- tems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., 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 10 or 20 Recessed Es- cutcheon, as applicable, is to be used for recessed horizontal installations. Installation The Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 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 with a torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprin- kler and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuf- ficient adjustment in the escutcheon plate by under-or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. Series TY-FRB Horizontal and Vertical Sidewall Sprinkler Installation The Series TY-FRB Horizontal and Vertical Sidewall Sprinklers must be installed in accordance with the fol- lowing instructions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal po- sition with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Vertical sidewall sprinklers are to be installed in the pendent or upright po- sition with the arrow on the Deflector pointing away from the wall. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 5), With reference to Figure 1 or 2, the W- Type 6 Sprinkler Wrench is to be ap- plied to the wrench flats. FIGURE 1 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB HORIZONTAL SIDEWALL (TY3331) SPRINKLERS 7/16 (11,1 mm) NOMINAL MAKE-IN 1/2 ** NPT TFPI76 Page 3 of 6 Series TY-FRB Recessed Horizontal Sidewall Sprinkler Installation The Series TY-FRB Recessed Hori- zontal Sidewall Sprinklers must be installed in accordance with this section. Step A. Recessed horizontal sidewall sprinklers are to be installed in the horizontal position with their center- line of waterway perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Step B. After installing the Style 10 or 20 Mounting Plate over the sprinkler threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 6). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprin- kler wrench flats. Step D. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10 or 20 Clo- sure over the Series TY-FRB Sprinkler and push the Closure over the Mount- ing Plate until its flange comes in con- tact with the ceiling. Care and Maintenance The Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection sys- tem main control valve for mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must be obtained from the prop- er authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or 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 * Temperature ** Pipe thread rating is connections indicated on per ISO 7-1 can Deflector. be provided on special request. ESCUTCHEON PLATE SEATING SURFACE F - 23/160 (55,6 mm) 1-1/2 (38,1 m 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 dam- aged 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. Installa- tion Section). The owner must assure that the sprin- klers are not used for hanging any ob- jects 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. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereaf- ter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive condi- tions present. 1 - Frame 4 - Bulb 7 - Ejection 2 - Button 5 - Compression Spring 3 - Sealing Screw Assembly 6 - Deflector* MUST POINT OINT AWAY FROM AND8E The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Pro- tection Association (e.g., NFPA 25), in addition to the standards of any oth- er authorities having jurisdiction. The installing contractor or sprinkler man- ufacturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, test- ed, and maintained by a qualified In- spection Service in accordance with local requirements and/or national codes. PERPENDICULA R TO THE BACK WALL SURFACE SHOWN SHOWN CROSS PENDENT UPRIGHT SECTION FIGURE 2 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB VERTICAL SIDEWALL (TY3431) SPRINKLERS TFPI76 Page 4 of 6 5/8±1/4" (15,9±6,4 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE 2-7/8" DIA. SERIES (73,0 mm) TY-FRB 2-1/4 DIA. MOUNTING (57,2mm) PLATE 1/8" (3,2 mm) 1-1/4(31,8mm) 3/4(19,1 mm) 3/4(19,1 mm) 1/4(6,4mm) FIGURE 3 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON - 1/2±1/8' (12,7±3,2 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE 2-7/8" DIA. SERIES (73,0 mm) TY-FRB 2-1/4' DIA. (57,2 mm) 5 MOUNTING PLATE - 1/8 (3,2 mm) 1-1/4" (31,8 mm) 1/2' (12,7 mm) 1" (25,4 mm) 1/4' (6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON / WRENCH RECESS / (END A USED FOR 1/2' NPT MODELS) FIGURE 5 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS V PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI76 Page 5 of 6 SPRINKLER FINISH (See Note 11) K TYPE TEMP. BULB LIQUID NATURAL BRASS PLATED POLYESTER*** LEAD COATED 135°F (57°C) Orange 155°F (68°C) Red HORIZ. 175-F (79-C) Yellow SIDEWALL 1,2,3,4,9,10 1,2,3,9 1,2,3,9 (TY3331) 200°F (93°C) Green 286°F (141°C) Blue 5.6 1/2" NPT RECESSED HORIZ. SIDEWALL (TY3331)° 135°F (57°C) Orange 1,2, 4, 9, 10 1,2,9 N/A 155°F (68°C) Red 175°F (79°C) Yellow Figure 3 200°F (93°C) Green RECESSED 135°F (57°C) Orange 155°F(68°C) Red HORIZ. SIDEWALL (1Y3331)** 1, 2, 3, 4, 9 N/A 175°F (79°C) Yellow Figure 4 Green 200°F (93°C) VERTICAL 135°F (57°C) Orange 155-F (68-C) Red 5.6 SIDEWALL 175°F (79°C) Yellow 1/2" Installed 5, 6, 7, 8, 9 5, 6, 7, 9 NPT Pendent or Upright Blue 200°F (93°C) Green 286°F (141°C) NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Listed by Underwriters Laboratories Inc. for use in Canada (C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm) top of deflector to ceiling distance. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007a/04) at.a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Listed by Underwriters Laboratories, Inc. as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Listed by Underwriters Laboratories for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06 & 007a/04) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resis-tant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) 3/4" Total Adjustment Recessed Escutcheon. Installed with Style 20 (1/2" NPT) 1/2" Total Adjustment Recessed Escutcheon. Frame and deflector only. TABLE A LABORATORY LISTINGS AND APPROVALS TFPI76 Page 6 of 6 SPRINKLER FINISH K TYPE NATURAL BRASS I CHROME PLATED I POLYESTER LEAD COATED HORIZONTAL SIDEWALL 250 PSI (17,2 BAR) (TY3331) or 175PS1 (12,1 BAR) RECESSED HORIZ. SIDEWALL (TY3331) 5.6 (SEE NOTE 1) NPT VERTICAL SIDEWALL 175 PSI 121 BAR (TY3431) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL): the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. TABLE B MAXIMUM WORKING PRESSURE P/N 57 - XXX - X - XXX I SIN I SPRINKLER I I TEMPERATURE I I I FINISH I RATINGS 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) 378 I HORIZONTAL SIDEWALL I TY3331 1 NATURAL BRASS 375 VERTICAL SIDEWALL TY3431 3 PURE WHITE (RAL901O)° POLYESTER SIGNAL WHITE (RAL9003) POLYESTER JET BLACK (RAL9005)°° POLYESTER 7 I LEAD COATED 9 I CHROME PLATED Eastern Hemisphere sales only. Available in 155°F (68°C) or 200°F (93°C) temperature rating only. TABLE C PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indi- cate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections: Specify: Series TY-FRB (specify SIN), (specify K-factor), (specify) Horizontal Sidewall or Vertical Sidewall Sprinkler, Standard Response, Standard Cov- erage, (specify) temperature rating, (specify) finish or coating, P/N (spec- ify from Table C) Recessed Escutcheon Specify: Style (10 or 20) Recessed Es- cutcheon 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 HEADQUARTERSI 1400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2013 Tyco Fire Products, LP. All rights reserved. tyco TEFLON is trademark of The DuPont Corporation. Fire Protection Products (E)POTTER PAV The Symbol of Protection POTTER AIR VENT UL Listed for Fire Sprinkler Branch line applications per UL subject 2573—Automatic Air Release Valves for Fire Protection Service" GENERAL DESCRIPTION The PAV is an automatic float type air vent used to reduce the amount of air trapped in a pressurized fire sprinkler system. Reducing the amount of air in a fire sprinkler system is essential to help protect the system piping from the effects of corrosion that is often found at the air/water interface in the fire sprinkler system piping. Removing as much air as possible will also have a positive effect on the performance of vane type waterfiow detectors. The operation of vane type waterfiow detectors can be delayed or prevented if too much air is trapped in the system piping. The intent of the product is to vent as much air from the fire sprinkler system as possible. The PAV provides automatic venting of air as the system is being filled. Furthermore, trapped air can also be vented as the air in the system migrates to the vent location over time. The air vent will automatically close when water reaches the vent. The PAV provides a 1/2" NPT-male connection which will allow installers to safely pipe to a drain, any inadvertent discharge of water that is inherent in the operation of the automatic air vent. INSTALLATION AND SERVICING (See Figures 1 -2) FM Approved 'Automatic Air Release Valve for Sprinkler Systems' Service Pressure: Up to 175 PSIG Temperature Range: 40°F to 120°F (4.5°C to 49°C) Air Vent: 1/2" NPT inlet/ 1/2" MNPT outlet to drain 5/64" Orifice Brass construction Optional Accessories: Ball valve supervisory switch model RBVS (Supervisory switch only) Used to monitor the position of the isolation valve. Outdoor vent screen assembly for outdoor installations above 40°F. See Figure 2. Ordering Information: Stock No. Model / Description 1119720 PAV - Potter Air vent Optional Equipment: Stock No. Model / Description 5020384 Outdoor Vent Screen Assembly 1000040 RBVS Retrofit Ball Valve Switch (w/o cover tamper) 1000035 RBVS-T Retrofit Ball Valve Switch (w/ cover tamper) Read and understand the instructions provided before you proceed with installation. The PAV shall be installed in accordance with local ordinances and the applicable NFPAI3, NFPAI3D, or NFPA13R standard. The Engineer of Record should select the Model PAV, Potter Air Vent installation location. Usually at a point in the system that will vent the most air. The location of the PAV must not interfere with the spray pattern of any sprinkler head. The connection point must be off the top of the pipe. (See Fig. 1) The piping must be level or pitch back toward the fire sprinkler system piping and arranged in such a manner that water will not become trapped. Immediately after installation and filling of the fire sprinkler system, the PAV should be inspected for leaks and proper operation. The unit should be inspected periodically. Thereafter the manufacturer recommends quarterly or more frequently. Inspection should include removal and cleaning of the strainer screen. Remove the screen and flush with clean water. Use a wire brush if necessary to remove any particles trapped in the screen. Pipe the output of the air vent to a drain or other suitable location in the event there is an inadvertent discharge of water from the vent. It is strongly recommended to install a ball valve in line with the REPLACEMENT PAV to assist in servicing the strainer without disabling the sprinkler system. the entire unit must be replaced. The vent used in the PAV is not field replaceable. If the vent should fail, Potter Electric Signal Company, LLC • St. Louis, MO • Cust Service: 866-572-3005 • Tech Support: 866-956-0988 • Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MPG. #5401165 - REVD PAGE I OF 2 8/11 1/2" MALE NPT DRAIN AIR VENT VALVE 1/2" BALL VALVE 1/2" CLOSE NIP (E)POTTER PAY The Symbol of Protection POTTER AIR VENT FIG. 1 PAV OUTLINE DRAWNG 77/16" POTTER RayS (OPTIONAL) AVAILABLE FROM POTTER DISTRIBUTION FWA PIPING CONNECTION FROM TOP OF SPRINKLER PIPING 40 MESH TYPE STRAINER NOTE: It is strongly recommended to install a ball valve and nipple (supplied by SPRINKLER PIPING others). DWG# 1165-2 FIG.2 PAV ASSEMBLY /— 5020384 OUTDOOR VENT _SCREEN ASSEMBLY /2" 90 ELBOW —lI2"X2" ,--,,NIPPLE SCREEN LT CAP j 1/7 1/2" NIPPLE RAINER 112" CLOSE NIPPLEJ /2" 90° ELBOW 112" UNION CONNECTION 12" CLOSE NIPPLE DWG 6 1165-I-B NOTE: It is strongly recommended to install a ball valve and nipple before the strainer. The ball valave and nipple are supplied by others. PRINTED IN USA MFG. #5401165 - REV D PAGE 2 OF 2 8/11 FPC20I7-0349 2511 GATEWAY RD VIASAT (BLDG 13'j - SPRNK1R NFPA 13>100 ( 1 3 2 1 HEADS, 3 RISERS) 2 13260110 5/3C/2019 FPC20I7-0349