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HomeMy WebLinkAbout5345 ARMADA DR; BLDG C; FPC2016-0034; PermitPERflT REPORT Ccity of Carlsbad Print Date: 08/30/2022 Permit No: FPC2016-0034 Job Address: 5345 ARMADA DR, CARLSBAD, CA 92008-4602 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2110231700 Track #: Applied: 12/12/2016 Valuation: $663,930.25 Lot #: Issued: 01/31/2017 Occupancy Group: Project #: Finaled Close Out: 03/09/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check#: INSPECTOR: Wong, Cindy Plan Check #: Fieri, Dominic Project Title: Description: GIA FIRST FLOOR BLDG C -SPRINKLER TI >100 HEADS 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 or 13R System > 100 heads $634.00 Total Fees: $634.00 Total Payments To Date: $634.00 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 - A 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: 5345 Armada Drive SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 5345 Armada Drive CITY: Carlsbad PHONE: ( 858) 279-6122 (Schmidt Fire Protection) FAX NUMBER: 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): Armada Drive loop west of Legoland Drive TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 89 PSI Hydrant Number (if applicable): H62017 Elevation of test: 170 Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 8,000 GPM Residual Pressure 53 PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi of greater than 8,000 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,E. Eng. Lic. No. (if applicable): C69606 Signature:________________________________________ Title/Or g(JiectManager Date: 01/16/2017 5345 Armada Drive Fire Flow Analysis 16 101, i 13 ) 0 / / 1 - 962117 I DI \\ 101 El / / 0 D \\ 0 \\\ \ 0 13 'I '--- 0 / 0 / I 0_ Prepared By: Jennifer R. Mael, P.E. - MCS Date: Monday, January 16, 2017 .. _b F F C-ao (65, - 0034- - Fire Protection by Computer Design Schmidt Fire Protection 4760 Murphy Canyon Rd San Diego, CA 92123 (858) 279-6122 Job Name : GIA Building C Location : 5345 ARMADA DRIVE System : 1ST FLOOR Contract : m-8871 Data File : Gia Hyd Calc.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Page GIA Date Hydraulic Design Information Sheet Name - GIA Date - 01/18/2017 Location - 5345 ARMADA DRIVE Building - C System No. - 1ST FLOOR Contractor - SCHMIDT FIRE PROTECTION Contract No. - m-8871 Calculated By - JESUS ROCHA Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 9-6 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 - .10 (x) Wet Make TYCO D Area Per Sprinkler - VARIES ( ) Dry Model TY-FRB E Elevation at Highest Outlet - 14-1 ( ) 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 - 432.21 Press Required - 60.96 At Node SRC Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 01/16/17 Cap. - T Time of Test - HYD MODEL Rated Cap.- Elev.- E Static Press - 89 @ Press - R Residual Press - 53 Elev. - Well Flow - 8000 Proof Flow S Elevation - 0 U P Location - ARMADA DRIVE P L Source of Information - CITY OF CARLSBAD Y C Commodity Class Location 0 Storage Ht. Area Aisle W. N Storage Method: Solid Piled % Palletized % Rack N Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. SR Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non TA 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 GIA Date City Water Supply: Demand: Cl - Static Pressure : 80 Dl - Elevation : 5.015 C2 - Residual Pressure: 47.7 D2 - System Flow : 332.217 C2 - Residual Flow : 8000 D2 - System Pressure : 60.960 Hose( (Demand) : 100 D3 - System Demand : 432.217 Safety Margin : 18.894 150 140 130 p120 R° E10° Cl S90 s 8° U 70 - R 60 - _____ _______ _________ __________ ______________ C2 _______________ E 50 - 40 30 20 .,.... 10 ...... _____ 1000 2000 3000 4000 5000 6000 7000 8000 9000 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 GIA Date Fitting Legend Abbrev. Name 1/ 3/4 1 11/4 1Y2 2 21/z 3 3Y2 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 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 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 Zae Ames 3000SE 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 GIA Date Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 1 12.42 5.6 7.4 na 15.23 0.1 140 7.0 2 13.42 7.2 na 3 13.42 7.96 na 4 13.75 11.66 na 5 13.75 16.46 na 7 12.42 5.6 7.67 na 15.51 0.1 144 7.0 8 13.42 7.49 na 9 13.08 5.6 9.0 na 16.8 0.1 168 7.0 10 14.08 8.85 na 11 14.08 9.67 na 21 13.08 5.6 9.34 na 17.12 0.1 144 7.0 22 14.08 9.2 na 23 13.08 5.6 15.65 na 22.16 0.1 190 7.0 24 14.08 15.69 na 25 13.08 5.6 13.76 na 20.77 0.1 148 7.0 26 14.08 13.75 na 27 14.08 15.77 na 28 13.08 5.6 15.3 na 21.91 0.1 64 7.0 29 14.08 15.33 na 30 13.08 5.6 14.49 na 21.32 0.1 64 7.0 31 14.08 14.5 na 32 12.17 5.6 20.1 na 25.1 0.1 64 7.0 33 13.17 20.26 na 34 13.17 22.56 na 35 12.83 26.58 na 37 12.17 5.6 20.78 na 25.53 0.1 143 7.0 38 13.17 20.96 na 39 13.08 5.6 18.55 na 24.12 0.1 156 7.0 40 14.08 18.67 na 41 13.75 24.31 na 36 12.83 28.78 na 42 11.83 32.1 na 43 13.08 5.6 21.01 na 25.67 0.1 174 7.0 44 14.08 21.2 na 45 13.75 26.71 na 46 12.83 30.72 na 47 11.83 32.04 na 48 11.83 32.05 na 49 13.08 5.6 21.28 na 25.83 0.1 156 7.0 50 14.08 21.48 na 51 13.08 5.6 24.07 na 27.47 0.1 144 7.0 52 14.08 24.34 na 53 12.17 5.6 24.42 na 27.67 0.1 98 7.0 54 13.17 24.7 na 55 12.83 27.27 na 6 12.83 27.99 na 14 14.08 16.86 na 15 13.75 18.73 na 16 12.83 30.56 na 17 11.83 32.27 na 18 11.83 38.79 na 19 11.83 40.4 na 20 11.83 45.94 na TOR 10.33 46.77 na BOR 1.0 51.94 na UG1 -3.5 53.95 na BF1 -3.5 54.58 na BF2 -3.5 62.81 na UG2 -3.5 63.07 na SRC 1.5 60.96 na 100.0 The maximum velocity is 18.8 and it occurs in the pipe between nodes 34 and 35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 5 GIA Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 15.23 1.049 E 2.0 1.000 7.397 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 2 15.23 0.0787 0.0 3.000 0.236 Vet = 5.65 2 0.0 1.049 T 5.0 4.670 7.200 to 120.0 0.0 5.000 0.0 3 15.23 0.0786 0.0 9.670 0.760 Vet = 5.65 3 15.51 1.049 E 2.0 11.330 7.960 to 120.0 0.0 2.000 -0.143 4 30.74 0.2883 0.0 13.330 3.843 Vel= 11.41 4 33.92 1.38 0.0 16.000 11.660 to 120.0 0.0 0.0 0.0 5 64.66 0.3000 0.0 16.000 4.800 Vet = 13.87 5 21.32 1.38 2E 6.0 9.910 16.460 to 120.0 T 6.0 12.000 0.398 6 85.98 0.5083 0.0 21.910 11.136 Vel = 18.44 0.0 85.98 27.994 K Factor = 16.25 7 15.51 1.049 E 2.0 1.000 7.675 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 8 15.51 0.0813 0.0 3.000 0.244 Vet = 5.76 8 0.0 1.049 E 2.0 3.830 7.486 to 120.0 0.0 2.000 0.0 3 15.51 0.0813 0.0 5.830 0.474 Vet = 5.76 0.0 15.51 7.960 K Factor = 5.50 9 16.80 1.049 E 2.0 1.000 9.000 K Factor =5.60 to 120.0 0.0 2.000 -0.433 10 16.8 0.0943 0.0 3.000 0.283 Vet = 6.24 10 0.0 1.049 T 5.0 3.750 8.850 to 120.0 0.0 5.000 0.0 11 16.8 0.0942 0.0 8.750 0.824 Vet = 6.24 11 17.12 1.049 T 5.0 0.330 9.674 to 120.0 0.0 5.000 0.143 4 33.92 0.3458 0.0 5.330 1.843 Vet = 12.59 0.0 33.92 11.660 K Factor = 9.93 21 17.12 1.049 E 2.0 1.000 9.343 K Factor =5.60 to 120.0 0.0 2.000 -0.433 22 17.12 0.0973 0.0 3.000 0.292 Vet = 6.36 22 0.0 1.049 E 2.0 2.840 9.202 to 120.0 0.0 2.000 0.0 11 17.12 0.0975 0.0 4.840 0.472 Vet = 6.36 0.0 17.12 9.674 KFactor= 5.50 23 22.16 1.049 E 2.0 1.000 15.653 K Factor= 5.60 to 120.0 0.0 2.000 -0.433 24 22.16 0.1573 0.0 3.000 0.472 Vet = 8.23 24 0.0 1.049 2E 4.0 3.420 15.692 to 120.0 0.0 4.000 0.0 14 22.16 0.1573 0.0 7.420 1.167 Vet = 8.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 6 GIA Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pa Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 22.16 16.859 K Factor = 5.40 25 20.77 1.049 E 2.0 1.000 13.760 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 26 20.77 0.1397 0.0 3.000 0.419 Vel = 7.71 26 0.0 1.049 T 5.0 9.500 13.746 to 120.0 0.0 5.000 0.0 27 20.77 0.1396 0.0 14.500 2.024 Vet = 7.71 27 21.91 1.049 T 5.0 0.330 15.770 to 120.0 0.0 5.000 0.143 15 42.68 0.5289 0.0 5.330 2.819 Vet = 15.84 0.0 42.68 18.732 K Factor = 9.86 28 21.91 1.049 E 2.0 1.000 15.303 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 29 21.91 0.1540 0.0 3.000 0.462 Vet = 8.13 29 0.0 1.049 E 2.0 0.840 15.332 to 120.0 0.0 2.000 0.0 27 21.91 0.1542 0.0 2.840 0.438 Vet = 8.13 0.0 21.91 15.770 KFactor= 5.52 30 21.32 1.049 E 2.0 1.000 14.492 K Factor 5.60 to 120.0 0.0 2.000 -0.433 31 21.32 0.1463 0.0 3.000 0.439 Vel = 7.91 31 0.0 1.049 E 2.0 5.420 14.498 to 120.0 T 5.0 7.000 0.143 5 21.32 0.1465 0.0 12.420 1.819 Vel= 7.91 0.0 21.32 16.460 K Factor = 5.25 32 25.10 1.049 E 2.0 1.000 20.095 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 33 25.1 0.1983 0.0 3.000 0.595 Vel = 9.32 33 0.0 1.049 T 5.0 6.630 20.257 to 120.0 0.0 5.000 0.0 34 25.1 0.1981 0.0 11.630 2.304 Vet = 9.32 34 25.53 1.049 T 5.0 0.330 22.561 to 120.0 0.0 5.000 0.147 35 50.63 0.7257 0.0 5.330 3.868 Vet = 18.80 35 0.0 1.38 T 6.0 5.570 26.576 to 120.0 0.0 6.000 0.0 36 50.63 0.1908 0.0 11.570 2.207 Vel= 10.86 0.0 50.63 28.783 K FactOr = 9.44 37 25.53 1.049 E 2.0 1.000 20.781 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 38 25.53 0.2043 0.0 3.000 0.613 Vet = 9.48 38 0.0 1.049 E 2.0 5.830 20.961 to 120.0 0.0 2.000 0.0 34 25.53 0.2043 0.0 7.830 1.600 Vel = 9.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 7 GIA 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 25.53 22.561 K Factor = 5.37 39 24.12 1.049 E 2.0 1.000 18.550 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 40 24.12 0.1843 0.0 3.000 0.553 Vel = 8.95 40 0.0 1.049 2E 4.0 25.860 18.670 to 120.0 0.0 4.000 0.143 41 24.12 0.1840 0.0 29.860 5.494 Vel = 8.95 41 25.83 1.38 2E 6.0 9.910 24.307 to 120.0 T 6.0 12.000 0.398 36 49.95 0.1861 0.0 21.910 4.078 Vel = 10.71 36 50.63 1.61 T 8.0 1.000 28.783 to 120.0 0.0 8.000 0.433 42 100.58 0.3208 0.0 9.000 2.887 Vel = 15.85 42 166.80 4.26 0.0 10.000 32.103 to 120.0 0.0 0.0 0.0 17 267.38 0.0171 0.0 10.000 0.171 Vel = 6.02 0.0 267.38 32.274 K Factor = 47.07 43 25.67 1.049 E 2.0 1.000 21.011 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 44 25.67 0.2063 0.0 3.000 0.619 Vel = 9.53 44 0.0 1.049 2E 4.0 22.000 21.197 to 120.0 0.0 4.000 0.143 45 25.67 0.2065 0.0 26.000 5.369 Vel = 9.53 45 27.47 1.38 2E 6.0 5.320 26.709 to 120.0 T 6.0 12.000 0.398 46 53.14 0.2087 0.0 17.320 3.615 Vel = 11.40 46 0.0 1.61 T 8.0 1.000 30.722 to 120.0 0.0 8.000 0.433 47 53.14 0.0986 0.0 9.000 0.887 Vel = 8.37 47 0.0 4.26 0.0 4.500 32.042 to 120.0 0.0 0.0 0.0 48 53.14 0.0007 0.0 4.500 0.003 Vel = 1.20 48 113.66 4.26 0.0 8.000 32.045 to 120.0 0.0 0.0 0.0 42 166.8 0.0072 0.0 8.000 0.058 Vel = 3.75 0.0 166.80 32.103 KFactor= 29.44 49 25.83 1.049 E 2.0 1.000 21.281 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 50 25.83 0.2090 0.0 3.000 0.627 Vel = 9.59 50 0.0 1.049 E 2.0 5.870 21.475 to 120.0 T 5.0 7.000 0.143 41 25.83 0.2089 0.0 12.870 2.689 Vel = 9.59 0.0 25.83 24.307 K Factor = 5.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 8 GIA Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Fe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 51 27.47 1.049 E 2.0 1.000 24.070 K Factor 5.60 to 120.0 0.0 2.000 -0.433 52 27.47 0.2340 0.0 3.000 0.702 Vel = 10.20 52 0.0 1.049 E 2.0 2.510 24.339 to 120.0 T 5.0 7.000 0.143 45 27.47 0.2342 0.0 9.510 2.227 Vel = 10.20 0.0 27.47 26.709 K Factor = 5.32 53 27.67 1.049 E 2.0 1.000 24.421 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 54 27.67 0.2373 0.0 3.000 0.712 Vel = 10.27 54 0.0 1.049 E 2.0 3.220 24.700 to 120.0 T 5.0 7.000 0.147 55 27.67 0.2373 0.0 10.220 2.425 Vel = 10.27 55 0.0 1.38 T 6.0 5.570 27.272 to 120.0 0.0 6.000 0.0 6 27.67 0.0624 0.0 11.570 0.722 Vel = 5.94 6 85.98 1.61 T 8.0 1.000 27.994 to 120.0 0.0 8.000 0.433 48 113.65 0.4020 0.0 9.000 3.618 Vel = 17.91 0.0 113.65 32.045 KFactor= 20.08 14 22.16 1.049 0.0 11.000 16.859 to 120.0 0.0 0.0 0.143 15 22.16 0.1573 0.0 11.000 1.730 Vel = 8.23 15 42.68 1.38 2E 6.0 25.910 18.732 to 120.0 T 6.0 12.000 0.398 16 64.84 0.3015 0.0 37.910 11.430 Vel = 13.91 16 0.0 1.61 T 8.0 1.000 30.560 to 120.0 0.0 8.000 0.433 17 64.84 0.1423 0.0 9.000 1.281 Vel = 10.22 17 267.38 4.26 31 27.651 226.940 32.274 to 120.0 0.0 27.651 0.0 18 332.22 0.0256 0.0 254.591 6.515 Vel = 7.48 18 0.0 4.26 61 55.302 7.720 38.789 to 120.0 0.0 55.302 0.0 19 332.22 0.0256 0.0 63.022 1.613 Vel = 7.48 19 0.0 4.26 61 55.302 161.220 40.402 to 120.0 0.0 55.302 0.0 20 332.22 0.0256 0.0 216.522 5.540 Vel = 7.48 20 0.0 6.357 21 25.147 24.490 45.942 to 120.0 0.0 25.147 0.650 TOR 332.22 0.0036 0.0 49.637 0.181 Vel = 3.36 TOR 0.0 6.357 I 12.573 9.330 46.773 to 120.0 B 12.573 25.146 5.041 * * Fixed Loss = 1 BOR 332.22 0.0036 Fsp 0.0 34.476 0.125 Vel = 3.36 BOR 0.0 6.16 L 12.911 6.000 51.939 to 140.0 0.0 12.911 1.949 UG1 332.22 0.0032 0.0 18.911 0.060 Vel = 3.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 9 GIA Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG1 0.0 6.09 2F 21.583 177.000 53.948 to 150.0 L 13.875 35.458 0.0 BF1 332.22 0.0030 0.0 212.458 0.632 Vel = 3.66 BF1 0.0 6.16 Zae 0.0 4.500 54.580 to 140.0 0.0 0.0 8.213 * * Fixed Loss = 8.213 BF2 332.22 0.0031 0.0 4.500 0.014 Vel = 3.58 BF2 0.0 6.09 L 13.875 25.000 62.807 to 150.0 G 4.625 64.749 0.0 UG2 332.22 0.0030 T 46.249 89.749 0.267 Vel = 3.66 UG2 0.0 11.65 F 17.441 300.000 63.074 to 150.0 G 8.05 105.988 -2.166 SRC 332.22 0.0001 T 80.498 405.988 0.052 Vel = 1.00 100.00 Qa = 100.00 432.22 60.960 K Factor = 55.36 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: 5345 Armada Drive SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 5345 Armada Drive CITY: Carlsbad PHONE: ( 858) 279-6122 (Schmidt Fire Protection) FAX NUMBER: Largest Building (ft. 2 Sprinkled? Construction Type: SECTION 8: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Armada Drive loop west of Legoland Drive TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 89 PSI Hydrant Number (if applicable):H62017 Elevation of test: 170 Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 8,000 GPM Residual Pressure 53 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi of greater than 8,000 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: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:________________________________________ Title/Org(4iectManager Date: 01/16/2017 5345 Armada Drive Fire Flow Analysis D. / / / cNRo 10" 16' I' / / / 0 EN 0 13 / / 0 6 Prepared By: Jennifer R. Mael, P.E. - MCS Date: Monday, January 16, 2017 K V 00 Fire Protection Products Worldwide Contacts www.tyco-fire.com I 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 1FP357. 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 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/bar"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: * 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 5 1 7/16' : I (11"1 mm) _____ ______ NOMINAL 2' \E 0-0 3 (34,9 mm) MAKE-IN ______ (50, 8mm) 2' (50,8 mm) WP __ /FI 1/2' NPT** DEFLECTOR* 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 / WRENCH RECESS e~/ (USE ONLY 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 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 (1Y323) 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 (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.-Ibs. (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. 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 P (57,2 mm) SPRINKLER FITTING 5/8 (15,9 mm) 1 \ I FLUSH 3/8±5/16" (9,5±7,9 mm) / I MOUNTING \ 1/8 J SURFACE / \ (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 (7,9±6,4 mm) I FLUSH \ 1/2 (12,7 mm) 1/8"j MOUNTING SURFACE/01(3,2mm) CLOSURE SERIES MOUNTING 1-3/8__(34,9mm) 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 TEMPERATURE RATINGS 135 135°F(57°C) 155 155°F (68°C) 175 175°F(79°C) 200 200°F (93°C) r286t286-F (141°C) TFPI72 Page 4 of 4 PIN* 77-XXX-X-XXX 1 SPRINKLER FINISH SIN 1 NATURAL BRASS 370 5.6K UPRIGHT (1/2" NPT) - TY313 - 3 PURE WHITE (RAL9010)°" POLYESTER 371 5.6K PENDENT (1/2" NPT) TY323 4 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 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