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HomeMy WebLinkAbout1950 CAMINO VIDA ROBLE; ; AS050237; Permit10/29/2020 AS050237 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS050237 1950 CAMINO VIDA Job Address: ROBLE Permit Type: SPRINK Parcel No: 2120931200 Lot #: 0 Reference No.: PC #: Project Title: LINEAR, LLC Status: ISSUED Applied 11/29/2005 Approved: 11/29/2005 Issued: 11/29/2005 Inspector: Applicant: PARAMOUNT FIRE SYSTEMS, INC P.O. BOX 713194 SANTEE, CA 619-562-6247 Owner: ARDEN REALTY FINANCE III LLC C/O DELOITTE & TOUCHE P0 BOX 188156 CARLSBAD CA / Fees ($) Add'l Fees ($) Total ($) Balance ($) 60 0 60 0. WA hydraulic calculations Page 1 LINEAR Date, 110405 Hydraulic Design Information Sheet Name - OPEN OFFICE AREA Date - 10-28-05 Location - 1950 CAMINO VIA ROBLE STE 150 Building - LINEAR LLC Contractor - PARAMOUNT FIRE SYSTEMS INC System No. - ELD B Contract No. - 050359 Calculated By - PJ / JC Drawing No. - Construction: (XX) Combustible ( Non-Combustible Ceiling Height - 10' Occupancy - LIGHT HAZARD OFFICE S (XX) NFPA 13 (XX) 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 - 1400 System Type Sprinkler/Nozzle Density - 0.1 () Wet -- Make TYCO D Area Per Sprinkler - 324 ( ) Dry Model EC-8 E Elevation at Highest Outlet - 10' C ) Deluge Size .70 S Hose Allowance - Inside - C ) P - ac or '8.0 I Rack Sprinkler Allowance - ther Temp.Rat.155 G Hose Allowance - Outside - 100 N o APPROVED AS NOTED Note fl NOT APPROVED, RESUBMIT Calculation Flow Required - 167 Press it. CO4F0RM 1EPT UF4E BASE *ISER Summary C-Factor Used: 120 Overhe THTEOESiGMCEEoundt PRQiET AND COM W Water Flow Test: GIVEN IN 'HtCOTflpj\CT SMATION Pump A Date of Test - 10-26-05 aMENTS eservoir: 40R DIMENSIONS TO 8çFIED T Time of Test - E Static Press - 110 Rated Cap. 8 Press CORRELATED -AND ORDINATION OF THE R Residual Press - 110 Elev. -ipIN3FOR Co Well Flow - 1565 '!4QR OF AU• .92LJ_0w S Elevation - 275 1 P Location- AT ON SITE LOOP L Source of Information - PFS FIRE DEPT L TEST ' Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized Rack M Single Row ( ) Conven. Pallet C ) Auto. Storage ( ) Encap. S R C ) 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: VVdLI OU4Jty .JUIVt t) hydraulic calculations LINEAR Page 2 Date 110405 City Water Supply: Demand: CI - Static Pressure : 110 Dl - Elevation : 15.592 C2 - Residual Pressure: 100 D2 - System Flow : 167.001 stm Pressure : 48.428 C2 - Residual Flow : 1565 D2 - SrAdejCity~ Hose Hose Deman) ioo D3 - System Demand : 267.001 Safety Margin : 61.193 150 140 130 p120 R 110 :2 E 100 S 90 S 80 u 70 R6° D E5° 40 30 20 .Q1 10 • ......... .-., 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H.USA 03087 rILL1119b uu ou,,,,iiiy hydraulic calculations Page 3 LINEAR Date 110405 Fitting Legend Abbrev. Name % % I 1% I/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 1 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 ComDuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD hydraulic calculations Page 4 LINEAR Date 110405 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 0001 10.0 8 17.02 na 33.0 0.1 330 7.0 52 36.0 K= K@ EQ01 15.82 na 33.93 51 36.0 K= K @ EQ01 15.82 na 33.94 50 36.0 19.01 na 49 36.0 18.99 na 48 36.0 K= K @ EQOI 14.96 na 33.0 47 36.0 K=K@EQOI 15.07 na 33.12 46 36.0 19.0 na 43 36.0 19.0 na 44 36.0 18.22 na 45 36.0 18.23 na 42 36.0 19.0 na 41 36.0 19.0 na 40 36.0 19.0 na 39 36.0 19.0 na 38 36.0 19.0 na 37 36.0 19.01 na 36 36.0 19.01 na 35 36.0 19.01 na 34 36.0 19.01 na 33 36.0 19.01 na 32 36.0 19.01 na 31 36.0 19.01 na 30 36.0 19.01 na 29 36.0 19.01 na 5 36.0 18.99 na 24 36.0 18.99 na 25 36.0 18.99 na 26 36.0 19.01 na 27 36.0 .19.09 na 28 36.0 19.09 na 1 36.0 K= K @ EQOI 14.96 na 33.0 2 36.0 17.67 na 3 36.0 17.67 na 4 36.0 17.8 na 6 36.0 19.0 na 7 36.0 19.0 na 8 36.0 19.0 na 9 36.0 19.01 na 10 36.0 19.01 na 11 36.0 19.02 na 12 36.0 19.02 na 13 36.0 19.03 na 14 36.0 19.04 na 15 36.0 19.04 na 16 36.0 19.05 na 17 36.0 19.06 na 18 36.0 19.06 na 19 36.0 19.07 na 20 36.0 19.08 na 21 36.0 19.09 na 22 36.0 19.09 na TOR 30.0 22.14 na BOR 1.0 34.71 na LJG1 -3.0 36.45 na 100.0 Flow Summary - Standard hydraulic calculations LINEAR Node Elevation K-Fact No. Pt Pn Flow Actual Actual Page 5 Date 110405 Density Area Press TEST 0.0 48.43 na The maximum velocity is 12.6 and it occurs in the pipe between nodes 52 and 44 Final Calculations - Hazen-Williams hydraulic calculations LINEAR Page 6 Date 110405 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn DOOI 33.00 1.049 1E 2.0 26.000 17.016 K Factor =8.00 to 120 0.0 2.000 -11.261 EQO1 33.0 0.3286 0.0 28.000 9.202 Vet = 12.25 0.0 33.00 14.957 K Factor = 8.53 52 33.93 1.049 1 5.0 1.950 15.816 K Factor @ node EQ0i to 120 0.0 5.000 0.0 44 33.93 0.3460 0.0 6.950 2.405 Vet = 12.60 0.0 33.93 18.221 K Factor = 7.95 51 33.94 1.049 IT 5.0 1.950 15.824 K Factor @ node EQol to 120 0.0 5.000 0.0 45 33.94 0.3462 0.0 6.950 2.406 Vet = 12.60 0.0 33.94 18.230 K Factor = 7.95 50 6.09 2.157 4T 49.227 135.200 19.012 to 120 0.0 49.227 0.0 28 6.09 0.0004 0.0 184.427 0.080 Vet = 0.53 0.0 6.09 19.092 K Factor= 1.39 49 -36.21 2.157 2T 24.613 88.910 18.994 to 120 0.0 24.613 0.0 2 -36.21 -0.0117 0.0 113.523 -1.323 Vet = 3.18 0.0 -36.21 17.671 KFactor= -8.61 48 33.00 1.049 IT 5.0 3.250 14.957 K Factor © node EQOI to 120 0.0 5.000 0.0 3 33.0 0.3286 0.0 8.250 2.711 Vet = 12.25 0.0 33.00 17.668 K Factor = 7.85 47 33.12 1.049 iT 5.0 3.250 15.068 K Factor @ node EQOI to 120 0.0 5.000 0.0 4 33.12 0.3309 0.0 8.250 2.730 Vet = 12.30 0.0 33.12 17.798 K Factor = 7.85 46 0.38 2.157 41 49.227 135.200 18.995 to 120 0.0 49.227 0.0 6 0.38 0.0 0.0 184.427 0.001 Vet = 0.03 0.0 0.38 18.996 K Factor = 0.09 Final Calculations - Standard hydraulic calculations Page 7 LINEAR Date 110405 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 43 -27.12 2.157 21 24.613 88.910 18.996 to 120 0.0 24.613 0.0 44 -27.12 -0.0068 0.0 113.523 -0.775 Vel= 2.38 44 33.93 2.157 0.0 18.000 18.221 to 120 0.0 0.0 0.0 45 6.81 0.0005 0.0 18.000 0.009 Vel = 0.60 45 33.94 2.157 2T 24.613 28.290 18.230 to 120 0.0 24.613 0.0 7 40.75 0.0145 0.0 52.903 0.768 Vet = 3.58 0.0 40.75 18.998 K Factor = 9.35 42 1.31 2.157 4T 49.227 135.200 18.998 to 120 0.0 49.227 0.0 8 1.31 0.0 0.0 184.427 0.004 Vel= 0.12 0.0 1.31 19.002 K Factor = 0.30 41 1.73 2.157 4T 49.227 135.200 19.000 to 120 0.0 49.227 0.0 9 1.73 0.0 0.0 184.427 0.008 Vet = 0.15 0.0 1.73 19.008 K Factor = 0.40 40 2.10 2.157 41 49.227 135.200 19.002 to 120 0.0 49.227 0.0 10 2.1 0.0001 0.0 184.427 0.011 VeI= 0.18 0.0 2.10 19.013 K Factor = 0.48 39 2.45 2.157 41 49.227 135.200 19.003 to 120 0.0 49.227 0.0 11 2.45 0.0001 0.0 184.427 0.015 Vel = 0.22 0.0 2.45 19.018 K Factor = 0.56 38 2.79 2.157 41 49.227 135.200 19.005 to 120 0.0 49.227 0.0 12 2.79 0.0001 0.0 184.427 0.019 Vet = 0.24 0.0 2.79 19.024 KFactor= 0.64 37 3.13 2.157 41 49.227 135.200 19.006 to 120 0.0 49.227 0.0 13 3.13 0.0001 0.0 184.427 0.023 Vet = 0.27 0.0 hydraulic calculations Page 8 LINEAR Date 110405 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 3.13 19.029 K Factor = 0.72 36 3.47 2.157 4T 49.227 135.200 19.008 to 120 0.0 49.227 0.0 14 3.47 0.0002 0.0 184.427 0.028 VeI= 0.30 0.0 3.47 19.036 K Factor = 0.80 35 3.81 2.157 41 49.227 135.200 19.009 to 120 0.0 49.227 0.0 15 3.81 0.0002 0.0 184.427 0.033 Vel = 0.33 0.0 3.81 19.042 K Factor = 0.87 34 4.16 2.157 4T 49.227 135.200 19.010 to 120 0.0 49.227 0.0 16 4.16 0.0002 0.0 184.427 0.039 Vel = 0.37 0.0 4.16 19.049 K Factor = 0.95 33 4.52 2.157 4T 49.227 135.200 19.010 to 120 0.0 49.227 0.0 17 4.52 0.0002 0.0 184.427 0.046 VeI= 0.40 0.0 4.52 19.056 K Factor = 1.04 32 4.89 2.157 4T 49.227 135.200 19.011 to 120 0.0 49.227 0.0 18 4.89 0.0003 0.0 184.427 0.053 Vel = 0.43 0.0 4.89 19.064 KFactor= 1.12 31 5.27 2.157 41 49.227 135.200 19.012 to 120 0.0 49.227 0.0 19 5.27 0.0003 0.0 184.427 0.060 Vel = 0.46 0.0 5.27 19.072 K Factor = 1.21 30 5.62 2.157 4T 49.227 135.200 19.012 to 120 0.0 49.227 0.0 20 5.62 0.0004 0.0 184.427 0.068 Vel = 0.49 0.0 5.62 19.080 K Factor = 1.29 29 5.99 2.157 41 49.227 135.200 19.012 to 120 0.0 49.227 0.0 21 5.99 0.0004 0.0 184.427 0.077 Vel = 0.53 0.0 Final Calculations - Standard hydraulic calculations Page 9 LINEAR Date 110405 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 5.99 19.089 K Factor = 1.37 5 0.46 6.357 0.0 11.580 18.994 to 120 0.0 0.0 0.0 24 0.46 0.0 0.0 11.580 0.0 Vel = 0 24 0.0 2.157 2E 12.307 137.160 18.994 to 120 4T 49.227 61.534 0.0 25 0.46 0.0 0.0 198.694 0.0 Vel = 0.04 25 0.0 6.357 0.0 9.620 18.994 to 120 0.0 0.0 0.0 49 0.46 0.0 0.0 9.620 0.0 Vel = 0 49 36.22 6.357 0.0 11.580 18.994 to 120 0.0 0.0 0.0 46 36.68 0.0001 0.0 11.580 0.001 Vel = 0.37 46 -0.39 6.357 0.0 11.580 18.995 to 120 0.0 0.0 0.0 43 36.29 0.0001 0.0 11.580 0.001 Vel= 0.37 43 27.12 6.357 0.0 11.580 18.996 to 120 0.0 0.0 0.0 42 63.41 0.0002 0.0 11.580 0.002 Vel = 0.64 42 -1.31 6.357 0.0 11.580 18.998 to 120 0.0 0.0 0.0 41 62.1 0.0002 0.0 11.580 0.002 Vel = 0.63 41 -1.72 6.357 0.0 11.580 19.000 to 120 0.0 0.0 0.0 40 60.38 0.0002 0.0 11.580 0.002 Vel = 0.61 40 -2.10 6.357 0.0 11.580 19.002 to 120 0.0 0.0 0.0 39 58.28 0.0001 0.0 11.580 0.001 Vel = 0.59 39 -2.45 6.357 0.0 11.580 19.003 to 120 0.0 0.0 0.0 38 55.83 0.0002 0.0 11.580 0.002 Vel = 0.56 38 -2.79 6.357 0.0 11.580 19.005 to 120 0.0 0.0 0.0 37 53.04 0.0001 0.0 11.580 0.001 VeJ= 0.54 37 -3.13 6.357 0.0 11.580 19.006 to 120 0.0 0.0 0.0 36 49.91 0.0002 0.0 11.580 0.002 Vel= 0.50 36 -3.47 6.357 0.0 11.580 19.008 to 120 0.0 0.0 0.0 35 4644 0.0001 0.0 11.580 0.001 Vel = 0.47 Final Calculations - Standard hydraulic calculations Page 10 LINEAR Date 110405 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 35 -3.81 6.357 0.0 11.580 19.009 to 120 0.0 0.0 0.0 34 42.63 0.0001 0.0 11.580 0.001 Vel = 0.43 34 -4.16 6.357 0.0 11.580 19.010 to 120 0.0 0.0 0.0 33 38.47 0.0 0.0 11.580 0.0 Vel = 0.39 33 -4.52 6.357 0.0 11.580 19.010 to 120 0.0 0.0 0.0 32 33.95 0.0001 0.0 11.580 0.001 Vel= 0.34 32 -4.89 6.357 0.0 11.580 19.011 to 120 0.0 0.0 0.0 31 29.06 0.0001 0.0 11.580 0.001 Vel = 0.29 31 -5.27 6.357 0.0 10.500 19.012 to 120 0.0 0.0 0.0 30 23.79 0.0 0.0 10.500 0.0 Vel = 0.24 30 -5.62 6.357 0.0 10.410 19.012 to 120 0.0 0.0 0.0 29 18.17 0.0 0.0 10.410 0.0 Vel = 0.18 29 -5.99 6.357 0.0 10.410 19.012 to 120 0.0 0.0 0.0 50 12.18 0.0 0.0 10.410 0.0 Vel = 0.12 50 -6.09 6.357 0.0 10.410 19.012 to 120 0.0 0.0 0.0 26 6.09 0.0 0.0 10.410 0.0 Vel = 0.06 26 0.0 2.157 4T 49.227 135.200 19.012 to 120 0.0 49.227 0.0 27 6.09 0.0004 0.0 184.427 0.080 Vel = 0.53 27 0.0 6.357 0.0 10.410 19.092 to 120 0.0 0.0 0.0 28 6.09 0.0 0.0 10.410 0.0 Vel = 0.06 28 6.09 6.357 IT 37.72 7.000 19.092 to 120 0.0 37.720 0.0 22 12.18 0.0 0.0 44.720 0.0 Vel = 0.12 0.0 12.18 19.092 K Factor = 2.79 1 33.00 1.049 IT 5.0 3.250 14.959 K Factor @ node EQOI to 120 0.0 5.000 0.0 2 33.0 0.3287 0.0 8.250 2.712 Vel = 12.25 2 -36.21 2.157 0.0 18.000 17.671 to 120 0.0 0.0 0.0 3 -3.21 -0.0002 0.0 18.000 -0.003 Vel = 0.28 Final Calculations - Standard hydraulic calculations Page 11 LINEAR Date 110405 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 3 33.00 2.157 0.0 16.000 17.668 to 120 0.0 0.0 0.0 4 29.79 0.0081 0.0 16.000 0.130 Vel = 2.62 4 33.12 2.157 2T 24.613 12.290 17.798 to 120 0.0 24.613 0.0 5 62.91 0.0324 0.0 36.903 1.196 Vel = 5.52 5 -0.46 6.357 0.0 11.580 18.994 to 120 0.0 0.0 0.0 6 62.45 0.0002 0.0 11.580 0.002 VeI= 0.63 6 0.38 6.357 0.0 11.580 18.996 to 120 0.0 0.0 0.0 7 62.83 0.0002 0.0 11.580 0.002 Vel = 0.64 7 40.76 6.357 0.0 11.580 18.998 to 120 0.0 0.0 0.0 8 103.59 0.0003 0.0 11.580 0.004 VeI= 1.05 8 1.31 6.357 0.0 11.580 19.002 to 120 0.0 0.0 0.0 9 104.9 0.0005 0.0 11.580 0.006 Vel = 1.06 9 1.72 6.357 0.0 11.580 19.008 to 120 0.0 0.0 0.0 10 106.62 0.0004 0.0 11.580 0.005 VeI= 1.08 10 2.10 6.357 0.0 11.580 19.013 to 120 0.0 0.0 0.0 11 108.72 0.0004 0.0 11.580 0.005 Vel = 1.10 11 2.46 6.357 0.0 11.580 19.018 to 120 0.0 0.0 0.0 12 111.18 0.0005 0.0 11.580 0.006 Vel = 1.12 12 2.78 6.357 0.0 11.580 19.024 to 120 0.0 0.0 0.0 13 113.96 0.0004 0.0 11.580 0.005 Vel= 1.15 13 3.13 6.357 0.0 11.580 19.029 to 120 0.0 0.0 0.0 14 117.09 0.0006 0.0 11.580 0.007 Vel = 1.18 14 3.47 6.357 0.0 11.580 19.036 to 120 0.0 0.0 0.0 15 120.56 0.0005 0.0 11.580 0.006 VeI= 1.22 15 3.81 6.357 0.0 11.580 19.042 to 120 0.0 0.0 0.0 16 124.37 0.0006 0.0 11.580 0.007 VeI= 1.26 16 4.16 6.357 0.0 11.580 19.049 to 120 0.0 0.0 0.0 17 128.53 0.0006 0.0 11.580 0.007 VeI= 1.30 Final Calculations -Standard hydraulic calculations Page 12 LINEAR Date 110405 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 17 4.52 6.357 0.0 11.580 19.056 to 120 0.0 0.0 0.0 18 133.05 0.0007 0.0 11.580 0.008 Vel = 1.34 18 4.89 6.357 0.0 11.580 19.064 to 120 0.0 0.0 0.0 19 137.94 0.0007 0.0 11.580 0.008 Vel= 1.39 19 to 20 5.27 143.21 6.357 120 0.0008 0.0 0.0 0.0 10.500 0.0 10.500 19.072 0.0 0.008 Vel= 1.45 20 5.62 6.357 0.0 10.410 19.080 to 120 0.0 0.0 0.0 21 148.83 0.0009 0.0 10.410 0.009 Vel = 1.50 21 5.99 6.357 0.0 3.410 19.089 to 120 0.0 0.0 0.0 22 154.82 0.0009 0.0 3.410 0.003 Vel = 1.56 22 12.18 6.357 4E 70.411 328.330 19.092 to 120 IT 37.72 108.131 2.599 TOR 167.0 0.0010 0.0 436.461 0.445 Vet = 1.69 TOR 0.0 8.249 IG 4.698 30.000 22.136 to 120 1Z 21.141 25.839 12.560 BOR 167.0 0.0003 0.0 55.839 0.016 Vel = 1.00 BOR 0.0 8.27 IE 28.468 12.000 34.712 to 140 0.0 28.468 1.732 UGI 167.0 0.0002 0.0 40.468 0.009 Vel = 1.00 UGI 100.00 7.68 6E 135.331 200.000 36.453 Qa = 100 to 150 2T 87.715 228.058 11.701 * Fixed loss = 13 TEST 267.0 0.0006 1 5.012 428.058 0.274 Vel = 1.85 0.0 267.00 48.428 K Factor= 38.37 Carlsbad Municipal Water District Potable Water Discharge Event Report Date: Z OC O.5 Location: /950 r, a /il/AJO V'p/L RocLE Reason for Discharge Event: Id 7E5T Type of Event: Initial Dewatering Water Mains Estimated Discharge Flow: 8OO Note: Includes flow testing and flushing Dewatering Reservoirs Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. ____ Start Time 40 /0 End Time JO z Pre-Dechlorination Residual: /19 , Post-Dechlorination Residual: (less than 0.1 mglL) pH within limits of 6.0 and 9.0 71 Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediment or silted areas are cleared. Water Sampling Performed by: c r'p ti p Comments: ST11Tic.. fl Y2&71 /16 P ? Submitted by: Reviewd by: (Name & Date) Additional Comments