Loading...
HomeMy WebLinkAbout3239 CAMINO DE LOS COCHES; ; AS150061; Permit10/21/2020 AS150061 Permit Data City of Carlsbad Sprinkler Permit 3239 CAMINO DE LOS Job Address: COCHES Permit Type: SPRINK Parcel No: 2550313000 Lot #: 0 Reference No.: Permit No: AS150061 Status: ISSUED Applied 4/2/2015 Approved: 4/7/2015 Issued: 4/7/2015 PC #: Inspector: Project Title: BIG 5 RELOCATE EXISTING DROPS TO NEW WALL LOCATIONS AND CEILING HEIGHTS. ADD ADDITIONAL UPRIGHTS WHERE NEW FULL HEIGHT WALL CREATES NEW OBSTRUCTION. MODIFY EXISTING OVERHEAD CROSS MAINS AND BRANCH LINES IN STORAGE AREAS TO MEET DESIGN DENSITY SPECIFICATIONS OF .4//1921 SF Applicant: SINGLETON FIRE PROTECTION 12990 BRANFORD ST UNIT G ARLETA, CA 91331 818-252-5744 Owner: LOS COCHES PROPERTIES L L C 101 N WESTLAKE BLVD #201 WESTLAKE VILLAGE CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 280 0 280 0 1/1 r Alk IM .FA Tt..§ - Fire Protection by Computer Design SINGLETON FIRE PROTECTION 12990 BRANFORD STREET UNIT #G ARLETA, CA 91331 818-252-5744 Job Name : BIG - 5 CALCULATIONS Building : A & B Location : 3239-A & 3239-B CAMINO E LOS System : 1 Contract Data File BIG - 5 CALCULATIONS AREA 2.wxf A8150061 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SINGLETON FIRE PROTECTION Page BIG - 5 CALCULATIONS Date 3/16/15 Hydraulic Design Information Sheet Name - LOS COCHES VILLAGE SHOPPING CENTER Date - 3/17/15 Location - 3239-A & 3239-B CPMINO E LOS Building - A & B System No. - 1 Contractor - Contract No. - Calculated By - GEORGE MEDINAa Drawing No. - Construction: (x) Combustible ( ) Non-Combustible Ceiling Height - Occupancy - M S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y (X) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E H Area of Sprinkler Operation - 1920 System Type Sprinkler/Nozzle Density - .40 I ) Wet Make TYCO D Area Per Sprinkler - 85 I ) Dry Model E Elevation at Highest Outlet - 20 1 ) Deluge Size 3/4" S Hose Allowance - Inside - ( ) Preaction K-Factor 11.2 I Rack Sprinkler Allowance - I ) Other Temp.Rat.286 G Hose Allowance - Outside - N Note Calculation Flow Required - 1060 Press Required - 60 9 BOR Summary C-Factor Used: 120 Overhead Underground H Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- Elev.- S Static Press - 100 @ Press - R Residual Press - 75 Elev. - Well Flow - 1000 Proof Flow S Elevation - U P Location - P L Source of Information - BASE OF RISER CALC Y C Commodity Class Location O Storage Ht. Area Aisle H. M Storage Method: Solid Piled % Palletized % Rack H I I Single Row I ) Conven. Pallet ( ) Auto. Storage ( ) Encap. SR Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non TA I ) 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) SINGLETON FIRE PROTECTION Page 2 BIG -5 CALCULATIONS Date 3/16/15 City Water Supply: Demand: Cl - Static F5ressure : 100 Dl - Elevation : 7.904 C2 - Residual Pressure: 75 D2 - System Flow : 1060.06 C2 - Residual Flow : 1000 D2 - System Pressure : 61.182 Hose (Demand ) D3 - System Demand : 1060.06 Safety Margin : 10.970 150 140 130 p120 R° ci E10° -. s 90 80 C2 u 70 DT — R6° - F 50 40 - 30 - 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windhàm N.H. USA 03087 Flow Diagram SINGLETON FIRE PROTECTION BIG -5 CALCULATIONS 34 384 563.9 681.8 726.9 919.7 1060.1 1 4-2 3 -4 4-5 4-6 7 €-8 4-9 4-104-11 €-12€-TOR(--BOR-TEST T 68.4 490 640 726.9 726.9 1060.1 1060.1 I 68.4 35. l33 34.7 139.5 279.9 14 4-15 4-16 i-17 i-18 4-3 I 101.5 209.5 I 69.0 104.5 34.9 J. 19 - 20 _. 15 69.8 35 21 - 20 34.8 22 - 23 - 4 T 69.9 I 69.9 36. 24 - 4 34.9 25 - 17 35.1 26 17 I 139.5 35 . 27 - 16 35.2 28 - 18 35.3 29 - 18 36.9 30 -. 5 37 31 - 5 -r I 563.9 38 I 32 - 6 38.1 33 . 6 41.8 41.8 34 *- 35 - 36 - 7 41.8 62.2 37 38 I 130.6 65.. 192.8 39 - 40 .- 38 - 41 - 11 130.6 192.8 70.1 42 - 43 70.2 44 -. 43 . 12 140.3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 3 Date 3/16/15 Flow Diagram SINGLETON FIRE PROTECTION Page 4 BIG - 5 CALCULATIONS Date 3/16/15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary SINGLETON FIRE PROTECTION Page 5 BIG 5 CALCULATIONS Date 3/16/15 Fitting Legend Abbrev. Name '/2 % 1 1% 11/2 2 2'/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 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 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 fillings 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 Pressire I Flow Summary - STANDARD SINGLETON FIRE PROTECTION Page 6 BIG - 5 CALCULATIONS Date 3/16/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 18.25 11.2 9.22 na 34.0 0.4 85 7.0 2 18.25 11.2 9.45 na 34.44 0.4 85 7.0 3 18.25 10.26 na 4 18.25 10.61 na 5 18.25 11.11 na 6 18.25 11.74 na 7 18.25 14.64 na 8 18.25 11.2 16.24 na 45.13 0.4 85 7.0 9 18.25 16.46 na 10 18.25 36.15 na 11 19.0 40.64 na 12 19.0 41.99 na TOR 19.0 42.7 na BOR 0.0 60.85 na TEST 0.0 61.18 na 13 18.25 11.2 10.11 na 35.6 0.4 85 7.0 14 18.25 11.2 9.61 na 34.72 0.4 85 7.0 15 18.25 9.9 na 16 18.25 9.91 na 17 18.25 9.96 na 18 18.25 10.07 na 19 18.25 11.2 9.66 na 34.8 0.4 85 7.0 20 18.25 9.89 na 21 18.25 11.2 9.75 na 34.96 0.4 85 7.0 22 18.25 11.2 9.68 na 34.84 0.4 85 7.0 23 18.25 11.2 9.77 na 35.01 0.4 85 7.0 24 18.25 11.2 10.45 na 36.21 0.4 85 7.0 25 18.25 11.2 9.71 na 34.9 0.4 85 7.0 26 18.25 11.2 9.81 na 35.09 0.4 85 7.0 27 18.25 11.2 9.76 na 35.0 0.4 85 7.0 28 18.25 11.2 9.86 na 35.17 0.4 85 7.0 29 18.25 11.2 9.92 na 35.28 0.4 85 7.0 30 18.25 11.2 10.85 na 36.89 0.4 85 7.0 31 18.25 11.2 10.93 na 37.03 0.4 85 7.0 32 18.25 11.2 11.49 na 37.96 0.4 85 7.0 33 18.25 11.2 11.55 na 38.06 0.4 85 7.0 34 18.0 11.2 13.96 na 41.85 0.4 85 7.0 35 18.0 14.01 na 36 18.25 14.43 na 37 18.75 11.2 30.86 na 62.22 0.4 85 7.0 39 18.75 11.2 33.78 na 65.1 0.4 85 7.0 40 18.75 11.2 34.19 na 65.49 0.4 85 7.0 38 18.75 37.02 na 41 18.33 40.5 na 42 19.42 11.2 39.19 na 70.12 0.4 85 7.0 44 19.42 11.2 39.28 na 70.2 0.4 85 7.0 43 19.42 39.97 na The maximum velocity is 42.77 and it occurs in the pipe between nodes 9 and 10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SINGLETON FIRE PROTECTION Page 7 BIG -5 CALCULATIONS Date 3/16/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c.,or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *REMOTE HEAD TO SUPPLY 1 34.00 2.067 2E 10.0 8.710 9.216 KFactor= 11.20 to 120.0 0.0 10.000 0.0 2 34.0 0.0127 0.0 18.710 0.238 Vet = 3.25 2 34.44 2.067 iT 10.0 7.220 9.454 KFactor= 11.20 to 120.0 0.0 10.000 0.0 3 - 68.44 0.0466 0.0 17.220 0.803 Vel = 6.54 3 315.52 4.26 0.0 10.460 10,257 to 120.0 0.0 0.0 0.0 4383.96 0.0334 0.0 10.460 0.349 Vet = 8.64 4 106.06 4.26 0.0 9.680 10.606 to 120.0 0.0 0.0 0.0 5 -- 490.02 0.0526 0.0 9.680 0.509 Vet = 11.03 5 73.92 4.26 0.0 9.120 11.115 to 120.0 0.0 0.0 0.0 563.94 0.0681 0.0 9.120 0.621 Vet = 12.69 6 76.02 4.26 IT 26.334 7.380 11.736 to 120.0 0.0 26.334 0.0 7 - 639.960.0861 - 0.0 33.714 2.902 Vet = -14.41-- 7 41.85 4.26 1E 13.167 3.380 14.638 to 120.0 0.0 13.167 0.0 8681.81 0.0968 0.0 16.547 1.601 Vet = 15.35 8 45.13 4.26 0.0 2.010 16.239 KFactor= 11.20 to 120.0 0.0 0.0 0.0 9 ----7.26.94 0.1090 0.0 2.010 0.219 Vet =16.36 9 0.0 2.635 2E 16.474 0.950 16.458 to 120.0 0.0 16.474 0.0 10 726.941.1303 0.017.42419.695 Vet = 42.77 - 10 0.0 4.26 1E 13.167 4.700 36.153 to 120.0 IT 26.334 39.501 -0.325 1 . 726.940.1090 0.044.201 4.816 Vet=16.36 11 192.80 4.26 0.0 7.990 40.644 to 120.0 0.0 0.0 0.0 12 -- 919.74 0.1683 0.0 7.990 1.345 Vet = 20.70 12 140.32 4.26 0.0 3.240 41.989 to 120.0 0.0 0.0 0.0 TOR __1060.06 0.2188 0.0 3.240 0.709 Vet = 23.86 TOR 0.0 4.26 2E 26.334 19.000 42.698 to 120.0 0.0 26.334 8.229 BOR 1060.06 0.2189 0.0 45.334 9.925 Vet = 23.86 BOR 0.0 5.914 0.0 11.260 60.852 to 150.0 0.0 0.0 0.0 TEST 10606 0.0293 0.011.260 0.330 Vet = 12.38 0.0 1060.06 61.182 K Factor = 135.52 *NEW PATH Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SINGLETON FIRE PROTECTION Page 8 BIG - 5 CALCULATIONS Date 3/16/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 13 35.60 2.067 iT 10.0 0.860 10.106 KFactor= 11.20 to 120.0 0.0 10.000 0.0 3 35.6 0.0139 _____ 0.0 10.860 0.151 Vel = 3.40 0.0 35.60 10.257 KFactor= 11.12 14 34.72 2.067 iT 10.0 7.220 9.609 KFactor= 11.20 to 120.0 1E 5.0 15.000 0.0 15 34.72 0.0133 0.0 22.220 0.295 Vel = 3.32 15 69.77 4.26 0.0 1.810 9.904 to 120.0 0.0 0.0 0.0 16 104.49 0.0028 0.0 1.810 0.005 Vel = 2.35 16 34.99 4.26 0.0 10.080 9.909 to 120.0 0.0 0.0 0.0 17 139.48 0.0052 0.0 10.080 0.052 Vel = 3.14 17 69.99 4.26 0.0 10.080 9.961 to 120.0 0.0 0.0 0,0 18 209.47 0.0109 0.0 10.080 0.110 Vel = 4.72 18 70.45 4.26 0.0 9.970 10.071 to 120.0 0.0 0.0 0.0 3 279.92 0.0187 0.0 9.970 0.186 Vel = 6.30 0.0 279.92 10.257 KFactor= 87.40 *NEW PATH 19 34.80 2.067 1 10.0 7.680 9.656 KFactor= 11.20 to 120.0 0.0 10.000 0.0 20 34.8 - 0.0133 0.0 17.680 0.236 Vel _3.33 20 34.97 4.26 0.0 8.280 9.892 to 120.0 0.0 0.0 0.0 15 69.77 0.0014 0.0 8.280 0.012 _Vel -1.57 0.0 69.77 9.904 K Factor = 22.17 *NEW PATH 21 34.96 2.067 iT 10.0 0.860 9.746 K Factor = 11.20 to 120.0 0.0 10.000 0.0 20 34.96 0.0134 0.0 10.860 0.146 Vel =3.34 0.0 34.96 9.892 K Factor= 11.12 *NEWPATH 22 34.84 2.067 0.0 7.210 9.677 K Factor = 11.20 to 120.0 0.0 0.0 0.0 23 ___34.84 0.0133 0.0 7.210 0.096 Vel =3.33 23 35.01 2.067 iT 10.0 7.220 9.773 KFactor= 11.20 to 120.0 0.0 10.000 0.0 4 69.850.0484 0.0 17.2200.833 Vel= 6.68 0.0 69.85 10.606 KFactor= 21.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SINGLETON FIRE PROTECTION Page 9 BIG - 5 CALCULATIONS Date 3/16/15 Hyd. Qa Dia. Fitting Pipe Pt ' Pt Ref. C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn NEW PATH 24 36.21 2.067 iT 10.0 0.860 10.451 K Factor = 11.20 to 120.0 0.0 10.000 0.0 4 36.21 0.0143 0.0 10.860 0.155 Vel = 3.46 0.0 36.21 10.606 KFactor= 11.12 *NEW PATH________________________________________________ 25 34.90 2.067 1 10.0 8.740 9.710 KFactor 11.20 to 120.0 0.0 10.000 0.0 17 34.9 0.0134 0.0 18.740 0.251 Vet = 3.34 0.0 34.90 9.961 KFactor= 11.06 *NEW PATH 26 35.09 2.067 iT 10.0 0.860 9.814 K Factor = 11.20 to 120.0 0.0 10.000 0.0 17 35.09 0.0135 0.0 10.860 0.147 Vel = 3.35 0.0 35.09 9.961 KFactor= 11.12 *NEW PATH 27 35.00 2.067 iT 10.0 0.860 9.763 K Factor = 11.20 to 120.0 0.0 10.000 0.0 16 35.0 0.0134 0.0 10.860 0.146 Vet = 3.35 0.0 35.00 9.909 K Factor = 11.12 .NEW PATH 28 35.17 2.067 iT 10.0 5.330 9.862 KFactor= 11.20 to 18 35.17 120.0 0.0136 0.0 0.0 10.000 15.330 0.0 0.209 Vel = 3.36 0.0 35.17 10.071 KFactor= 11.08 *NEW PATH 29 35.28 2.067 IT 10.0 0.860 9.922 K Factor = 11.20 to 18 35.28 120.0 0.0137 0.0 0.0 10.000 10.860 0.0 0.149 Vel = 3.37 0.0 35.28 10.071 KFactor 11.12 *NEW PATH 30 36.89 2.067 iT 10.0 8.080 10.846 KFactor= 11.20 to 5 36.89 120.0 0.0149 0.0 0.0 10.000 18.080 0.0 0.269 Vet = 3.53 0.0 36.89 11.115 KFactor 11.07 *NEW PATH 31 37.03 2.067 iT 10.0 2.090 10.934 KFactor= 11.20 to 5 37.03 120.0 0.0150 0.0 0.0 10.000 12.090 0.0 0.181 Vet = 3.54 Computer Pcograms by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final calculations - Hazen-Williams SINGLETON FIRE PROTECTION Page 10 BIG - 5 CALCULATIONS Date 3/16/15 Hyd. Qa Dia. Fitting Pipe Pt • Pt Ref. .1c.,or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 37.03 *NEW PATH 32 37.96 2.067 to 120.0 6 37.96 0.0157 0.0 37.96 *NEW PATH 33 38.06 2.067 to 120.0 6 38.06 0.0157 0.0 38.06 *NEW PATH 34 41.84 2.067 to 120.0 35 41.84 0.0188 35 0.0 1.61 to 120.0 36 41.84 0.0633 36 0.0 2.067 to 120.0 7 41.84 0.0188 0.0 41.84 *NEW PATH---- 37 62.22 1.049 to 120.0 38 62.22 1.0622 0.0 62.22 *NEW PATH 39 65.10 2.067 to 120.0 40 65.1 0.0424 40 65.49 2.067 to 120.0 38 130.59 0.1539 38 62.21 2.067 to 120.0 41 192.8 0.3165 41 0.0 4.26 to 120.0 ii 192.8 0.009 iT 10.0 5.900 11.487 0.0 10.000 0.0 0.0 15.900 0.249 11.736 iT 10.0 2.090 11.546 0.0 10.000 0.0 0.0 12.090 0.190 11.736 0.0 2.870 13.959 0.0 0.0 0.0 0.0 2.870 0.054 2E 8.0 0.250 14.013 0.0 8.000 -0.108 0.0 8.250 0.522 iT 10.0 1.250 14.427 0.0 10.000 0.0 0.0 11.250 0.211 14.638 iT 5.0 0.800 30.861 0.0 5.000 0.0 0.0 5.800 6.161 37.022 0.0 9.660 33.781 0.0 0.0 0.0 0.0 9.660 0.410 iT 10.0 8.390 34.191 0.0 10.000 0.0 0.0 18.390 2.831 iT 10.0 0.420 37.022 0.0 10.000 0.182 0.0 10.420 3.298 iT 26.334 6.660 40.502 1E 13.167 39.501 -0.290 0.0 46.161 0.432 KFactor= 11.11 KFactor 11.20 Vel = 3.63 KFactor 11.08 KFactor= 11.20 Vel = 3.64 KFactor 11.11 K Factor = 11.20 Vel = 4.00 Vet = 6.59 Vel = 4.00 K Factor = 10.94 KFactor= 11.20 VeI= 23.10 - KFactor= 10.23 K Factor = 11.20 VeI= 6.22 KFactor= 11.20 Vel = 12.49 VeI= 18.43 Vet = 4.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SINGLETON FIRE PROTECTION Page 11 BIG - 5 CALCULATIONS Date 3/16/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 192.80 *NEW PATH 42 70.12 2.067 to 120.0 43 70.12 0.0487 0.0 70.12 *NEW PATH 44 70.20 2.067 to 120.0 43 70.2 0.0488 43 70.12 2.067 to 120.0 12 140.32 0.1758 0.0 140.32 40.644 iT 10.0 6.010 39.195 0.0 10.000 0.0 0.0 16.010 0.780 39.975 iT 10.0 4.150 39.284 0.0 10.000 0.0 0.0 14.150 0.691 iT 10.0 0.420 39.975 0.0 10.000 0.182 0.0 10.420 1.832 41.989 KFactor= 30.24 K Factor = 11.20 Vel = 6.70 KFactor= 11.09 K Factor = 11.20 VeI= 6.71 VeI= 13.42 KFactor= 21.65 Computer Progiams by Hydratec Inc. Route 111 Windham N.H. USA 03087