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HomeMy WebLinkAbout2634 GATEWAY RD; ; FPC2018-0321; PermitPERMIT REPORT Ccity lof Carlsbad Print Date: 09/29/2021 Job Address: 2634 GATEWAY RD, CARLSBAD, CA Permit Type: FIRE-Construction Commercial Parcel #: Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Work Class: Fire Sprinklers Track #: Lot #: Project #: Plan #: Construction Type: Orig. Plan Check #: Plan Check #: Permit No: FPC2018-0321 Status: Closed - Finaled Applied: 09/26/2018 Issued: 10/23/2018 Finaled Close Out: 08/19/2021 Inspector: Final Inspection: Project Title: Description: SPROUTS FARMERS MARKET- SPRINKLER TI EXTRA COVERAGE AREA Applicant: FPContractor: CAL-WEST FIRE PROTECTION CAL-WEST FIRE PROTECTION MARIA PENA 8361 COMMONWEALTH AVE 1113 N GATES ST BUENA PARK, CA 90621-2525 SANTA ANA, CA (714) 912-4552 (714) 912-4552 FEE AMOUNT FIRE NFPA 13 or 13R System 7 - 100 heads $553.00 Total Fees: $553.00 Total Payments To Date: $553.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1760-602-8561 f I www.carlsbadca.gov - . - Fire Protection by Computer Design CAL - WEST FIRE PROTECTION RECFTVED SEP 24 2018 L/iLBAD FIRE DEPARTMENT !!IIhIl; Job Name : SPROUTS FARMERS MARKET Building Carlsbad, CA Location Cupola System : 1 Contract Data File : Carlsbad CUPOLA.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Flow Test: Date of Test -.03/24/17 Time of Test - - Static Press - 105 PSI Residual Press - 103 PSI Flow - 600 GPM Elevation - 0 Location - SEE SHEET FPl. Source of Information - SEE SHEET FP1.1 W A T E R S U P P L Y Tank or Reservoir: Cap. - Elev.- Well Proof Flow Pump Data: Rated Cap. - @ Press - Elev. - 0 CAL - WEST FIRE PROTECTION Page SPROUTS FARMERS MARKET Date 09/19/2018 Hydraulic Design Information Sheet Name - CUPOLA Date - 09/19/2018 Location - Cupola Building - Carlsbad, CA System No. - 1 Contractor - S Contract No. - Calculated By - CJC Drawing No. - FP2.1 Construction: (x) Combustible ( ) Non-Combustible Ceiling Height - Occupancy - MERCANTILE 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 - Area System Type Sprinkler/Nozzle Density - 0.10 (X) Wet Make TYCO D Area Per Sprinkler - 324 ( ) Dry Model EC-11 E Elevation at Highest Outlet - 34 ( ) Deluge Size 3/4 S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 11.2 I Rack Sprinkler Allowance - ( ) Temp.Rat.INT G Hose Allowance - Outside - 150 N Note Calculation Flow Required - Press Required - At SRC Summary C-Factor Used: 120 Overhead 140 Underground 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 (X) 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 CAL - WEST FIRE PROTECTION Page 2 SPROUTS FARMERS MARKET Date 09/19/2018 City Water Supply: . Demand: Cl - Static Pressure : 126 Dl - Elevation : 14.725 C2 - Residual Pressure: 109 02 - System Flow :198.856 C2 - Residual Flow : 8000 D2 - System Pressure : 70.652 Hose ( Demand) :250 D3 - System Demand :448.856 Safety Margin : 55.265 150 140 130 P 120 C2 R 110 E 100 S90 S 8 D2 U70 R60D E5° 40 30 20 -- -.I.I 10 ... .. .1.... .. I.... 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary CAL - WEST FIRE PROTECTION Page 3 SPROUTS FARMERS MARKET Date 09/19/2018 Fitting Legend Abbrev. Name ½ 34 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 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 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zai Ames 4000SS 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 Pessure I Flow Summary - STANDARD CAL - WEST FIRE PROTECTION Page 4 SPROUTS FARMERS MARKET Date 09/19/2018 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 100 19.0 44.57 na 101 19.0 44.6 na 1CA 19.0 44.57 na 1CB 34.0 11.2 20.13 na 50.25 0.01 324 19.1 iCC 34.0 11.2 19.1 na 48.95 0.01 324 19.1 lCD 34.0 11.2 19.12 na 48.97 0.01 324 19.1 iCE 34.0 11.2 20.49 na 50.69 0.01 324 19.1 102 19.0 44.93 na 1A 21.0 44.12 na lB 21.0 44.13 na 1C 21.0 44.14 na 10 21.0 44.15 na 1E 21.0 44.15 na iF 21.0 44.16 na 103 19.0 45.01 na 1G 21.0 44.18 na 1H 21.0 44.19 na II 21.0 44.19 na 11 21.0 44.2 na 1K 21.0 44.21 na 1L 21.0 44.21 na 104 19.0 45.07 na 1M 21.0 44.25 na iN 21.0 44.25 na 10 21.0 44.25 na 1P 21.0 44.27 na 1Q 21.0 44.27 na 1R 21.0 44.28 na 105 19.0 45.13 na 106 19.0 45.18 na 107 19.0 45.23 na 108 19.0 45.27 na 109 19.0 45.31 na 110 19.0 45.34 na ill 19.0 45.36 na 112 19.0 45.38 na 113 19.0 45.39 na 114 19.0 45.4 na 115 19.0 45.4 na 116 19.0 45.4 na 200 19.0 44.85 na 1CF 19.0 44.85 na 201 19.0 44.87 na 202 19.0 45.1 na 203 19.0 45.14 na 204 19.0 45.19 na 205 19.0 45.24 na 206 19.0 45.3 na 207 19.0 45.36 na 208 19.0 45.41 na 209 19.0 45.48 na 210 19.0 45.54 na 211 19.0 45.61 na 212 19.0 45.69 na 213 19.0 45.76 na 214 19.0 45.82 na 215 19.0 45.89 na 216 19.0 45.98 na TOR 19.0 46.98 na BOR 0.0 58.84 na 100.0 Ui 0.0 70.6 na U2 0.0 70.61 na U3 0.0 70.63 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIow Summary - Standard -. CAL - WESTFIREPROTECTION Page 5 SPROUTS FARMERS MARKET Date 09/19/2018 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. U4 0.0 70.65 na SRC 0.0 70.65 na 150.0 U5 0.0 70.6 na U6 0.0 70.61 na The maximum velocity is 15.05 and it occurs in the pipe between nodes iCE and 1CF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'Final Calculations - Hazen-Williams CAL - WEST FIRE PROTECTION Page 6 SPROUTS FARMERS MARKET Date 09/19/2018 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *EQUIVALENT K'S *NEW PATH 100 6.97 1.682 41 39.599 101.583 44.572 to 120.0 2E 9.9 49.499 0.0 200 6.97 0.0019 0.0 151.082 0.281 Vel= 1.01 0.0 6.97 44.853 K Factor = 1.04 101 6.73 1.682 4T 39.599 101.583 44.604 to 120.0 2E 9.9 49.499 0.0 201 6.73 0.0017 0.0 151.082 0.262 Vel= 0.97 0.0 6.73 44.866 K Factor = 1.00 *NEW PATH 1CA -94.62 1.682 T 9.9 52.800 44.572 to 120.0 3E 14.849 24.749 -6.496 1CB -94.62 -0.2315 0.0 77.549 -17.950 Vel = 13.66 1CB 50.25 1.682 0.0 18.000 20.126 K Factor= 11.20 to 120.0 0.0 0.0 0.0 iCC -44.37 -0.0570 0.0 18.000 -1.026 Vel = 6.41 iCC 48.94 1.682 0.0 18.000 19.100 K Factor = 11.20 to 120.0 0.0 0.0 0.0 lCD 4.57 0.0008 0.0 18.000 0.015 Vel = 0.66 lCD 48.97 1.682 0.0 17.000 19.115 K Factor= 11.20 to 120.0 0.0 0.0 0.0 iCE 53.54 0.0808 0.0 17.000 1.373 Vel = 7.73 iCE 50.70 1.682 T 9.9 39.800 20.488 K Factor= 11.20 to 120.0 3E 14.849 24.749 6.496 1CF 104.24 0.2768 0.0 64.549 17.869 Vel = 15.05 0.0 104.24 44.853 K Factor = 15.56 *NEW PATH 102 4.52 1.682 2T 19.799 37.167 44.934 to 120.0 E 4.95 24.749 -0.866 1A 4.52 0.0008 0.0 61.916 0.051 VeI= 0.65 1A 0.0 1.682 0.0 10.250 44.119 to 120.0 0.0 0.0 0.0 1 4.52 0.0009 0.0 10.250 0.009 Vel = 0.65 1 0.0 1.682 0.0 10.250 44.128 to 120.0 0.0 0.0 0.0 1C 4.52 0.0008 0.0 10.250 0.008 Vel = 0.65 1C 0.0 1.682 0.0 10.250 44.136 to 120.0 0.0 0.0 0.0 1D 4.52 0.0009 0.0 10.250 0.009 Vel = 0.65 1D 0.0 1.682 0.0 10.250 44.145 to 120.0 0.0 0.0 0.0 1E 4.52 0.0009 0.0 10.250 0.009 VeI= 0.65 1E 0.0 1.682 0.0 10.250 44.154 to 120.0 0.0 0.0 0.0 1 4.52 0.0008 0.0 10.250 0.008 Vel = 0.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams .. CAL - WEST FIRE PROTECTION . Page 7 SPROUTS FARMERS MARKET .' .-.. Date 09/19/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 1 0.0 1.682 2T 19.799 57.917 44.162 to 120.0 E 4.95 24.749 0.866 202 4.52 0.0008 0.0 82.666 0.069 Vel = 0.65 0.0 4.52 45.097 K Factor = 0.67 *NEW PATH 103 3.93 1.682 2T 19.799 37.167 45.005 to 120.0 E 4.95 24.749 -0.866 1G 3.93 0.0006 0.0 61.916 0.040 Vel = 0.57 1G 0.0 1.682 0.0 10.250 44.179 to 120.0 0.0 0.0 0.0 1H 3.93 0.0007 0.0 10.250 0.007 Vet = 0.57 1H 0.0 1.682 0.0 10.250 44.186 to 120.0 0.0 0.0 0.0 11 3.93 0.0006 0.0 10.250 0.006 Vel= 0.57 11 0.0 1.682 0.0 10.250 44.192 to 120.0 0.0 0.0 0.0 11 3.93 0.0007 0.0 10.250 0.007 Vel = 0.57 11 0.0 1.682 0.0 10.250 44.199 to 120.0 0.0 0.0 0.0 1K 3.93 0.0006 0.0 10.250 0.006 VeI= 0.57 1K 0.0 1.682 0.0 10.250 44.205 to 120.0 0.0 0.0 0.0 1L 3.93 0.0007 0.0 10.250 0.007 Vel= 0.57 1L 0.0 1.682 2T 19.799 57.917 44.212 to 120.0 SE 24.749 44.548 0.866 203 3.93 0.0006 0.0 102.465 0.066 Vel = 0.57 0.0 3.93 45.144 K Factor = 0.58 *NEW PATH 104 3.49 1.682 21 19.799 57.750 45.070 to 120.0 E 4.95 24.749 -0.866 1M 3.49 0.0005 0.0 82.499 0.042 Vel = 0.50 1M 0.0 1.682 0.0 7.000 44.246 to 120.0 0.0 0.0 0.0 1 3.49 0.0006 0.0 7.000 0.004 Vel = 0.50 iN 0.0 1.682 0.0 7.000 44.250 to 120.0 0.0 0.0 0.0 10 3.49 0.0006 0.0 7.000 0.004 Vel = 0.50 10 0.0 1.682 4E 19.799 13.000 44.254 to 120.0 0.0 19.799 0.0 1P 3.49 0.0005 0.0 32.799 0.017 Vel = 0.50 1P 0.0 1.682 0.0 8.000 44.271 to 120.0 0.0 0.0 0.0 10 3.49 0.0005 0.0 8.000 0.004 Vel = 0.50 1Q 0.0 1.682 0.0 8.000 44.275 to 120.0 0.0 0.0 0.0 1R 3.49 0.0005 0.0 8.000 0.004 Vel = 0.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'linal Calculations- Hazen-Williams CAL - WEST FIRE PROTECTION Page 8 SPROUTS FARMERS MARKET - Date 09/19/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn iR 0.0 1.682 2T 19.799 68.167 44.279 to 120.0 E 4.95 24.749 0.866 204 3.49 0.0005 0.0 92.916 0.048 Vel = 0.50 0.0 3.49 45.193 K Factor = 0.52 *NEW PATH 105 3.75 1.682 41 39.599 146.417 45.129 to 120.0 2E 9.9 49.499 0.0 205 3.75 0.0006 0.0 195.916 0.116 Vel = 0.54 0.0 3.75 45.245 K Factor = 0.56 106 3.77 1.682 4T 39.599 146.417 45.182 to 120.0 2E 9.9 49.499 0.0 206 3.77 0.0006 0.0 195.916 0.117 Vel= 0.54 0.0 3.77 45.299 K Factor = 0.56 107 3.94 1.682 4T 39.599 146.417 45.229 to 120.0 2E 9.9 49.499 0.0 207 3.94 0.0006 0.0 195.916 0.127 Vel = 0.57 0.0 3.94 45.356 K Factor = 0.59 108 4.23 1.682 4T 39.599 146.417 45.271 to 120.0 2E 9.9 49.499 0.0 208 4.23 0.0007 0.0 195.916 0.144 Vel = 0.61 0.0 4.23 45.415 K Factor = 0.63 109 4.63 1.682 41 39.599 146.417 45.306 to 120.0 2E 9.9 49.499 0.0 209 4.63 0.0009 0.0 195.916 0.171 Vel = 0.67 0.0 4.63 45.477 K Factor = 0.69 110 4.84 1.682 4T 39.599 148.417 45.336 to 120.0 6E 29.699 69.298 0.0 210 4.84 0.0009 0.0 217.715 0.206 Vel = 0.70 0.0 4.84 45.542 K Factor = 0.72 lii 5.72 1.682 4T 39.599 146.417 45.362 to 120.0 2E 9.9 49.499 0.0 211 5.72 0.0013 0.0 195.916 0.252 Vel = 0.83 0.0 5.72 45.614 K Factor= 0.85 112 6.39 1.682 4T 39.599 146.417 45.381 to 120.0 2E 9.9 49.499 0.0 212 6.39 0.0016 0.0 195.916 0.310 Vel = 0.92 0.0 6.39 45.691 K Factor = 0.95 113 7.02 1.682 4T 39.599 146.417 45.394 to 120.0 2E 9.9 49.499 0.0 213 7.02 0.0019 0.0 195.916 0.369 Vel= 1.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams CAL - WEST FIRE PROTECTION Page 9 SPROUTS FARMERS MARKET Date 09/19/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pt/Ft Eqv. Ln. Total Pt Pn 0.0 7.02 45.763 K Factor = 1.04 114 7.56 1.682 4T 39.599 146.417 45.400 to 120.0 2E 9.9 49.499 0.0 214 7.56 0.0022 0.0 195.916 0.423 Vel = 1.09 0.0 7.56 45.823 K Factor= 1.12 115 8.20 1.682 4T 39.599 146.417 45.403 to 120.0 2E 9.9 49.499 0.0 215 8.2 0.0025 0.0 195.916 0.491 Vel= 1.18 0.0 8.20 45.894 KFactor= 1.21 116 8.94 1.682 4T 39.599 146.417 45.404 to 120.0 2E 9.9 49.499 0.0 216 8.94 0.0029 0.0 195.916 0.576 Vel= 1.29 0.0 8.94 45.980 K Factor = 1.32 *NEW PATH 100 -6.97 3.26 0.0 4.000 44.572 to 120.0 0.0 0.0 0.0 1CA -6.97 0.0 0.0 4.000 0.0 Vel = 0.27 1CA 94.62 3.26 0.0 4.000 44.572 to 120.0 0.0 0.0 0.0 101 87.65 0.0080 0.0 4.000 0.032 Vel = 3.37 101 -6.73 3.26 2E 18.815 29.000 44.604 to 120.0 0.0 18.815 0.0 102 80.92 0.0069, 0.0 47.815 0.330 VeI= 3.11 102 -4.52 3.26 0.0 11.500 44.934 to 120.0 0.0 0.0 0.0 103 76.4 0.0062 0.0 11.500 0.071 Vel= 2.94 103 -3.93 3.26 0.0 11.500 45.005 to 120.0 0.0 0.0 0.0 104 72.47 0.0057 0.0 11.500 0.065 Vel = 2.79 104 -3.48 3.26 0.0 11.500 45.070 to 120.0 0.0 0.0 0.0 105 68.99 0.0051 0.0 11.500 0.059 Vel = 2.65 105 -3.75 3.26 0.0 11.500 45.129 to 120.0 0.0 0.0 0.0 106 65.24 0.0046 0.0 11.500 0.053 Vel = 2.51 106 -3.78 3.26 0.0 11.250 45.182 to 120.0 0.0 0.0 0.0 107 61.46 0.0042 0.0 11.250 0.047 Vel = 2.36 107 -3.93 3.26 0.0 11.250 45.229 to 120.0 0.0 0.0 0.0 108 57.53 0.0037 0.0 11.250 0.042 Vel = 2.21 108 -4.23 '3.26 0.0 11.250 45.271 to 120.0 0.0 0.0 0.0 109 53.3 0.0031 0.0 11.250 0.035 Vel = 2.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'Final Calculations - Hazen-Williams ,• CAL - WESTFIREPROTECTION . - Page 10 SPROUTS FARMERS MARKET Date 09/19/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 109 -4.63 3.26 0.0 11.000 45.306 to 120.0 0.0 0.0 0.0 110 48.67 0.0027 0.0 11.000 0.030 Vel = 1.87 110 -4.84 3.26 0.0 11.500 45.336 to 120.0 0.0 0.0 0.0 111 43.83 0:0023 0.0 11.500 0.026 Vel = 1.68 111 -5.72 3.26 0.0 11.500 45.362 to 120.0 0.0 0.0 0.0 112 38.11 0.0017 0.0 11.500 0.019 Vel = 1.46 112 -6.39 3.26 0.0 10.000 45.381 to 120.0 0.0 0.0 0.0 113 31.72 0.0013 0.0 10.000 0.013 Vel = 1.22 113 -7.02 3.26 0.0 7.750 45.394 to 120.0 0.0 0.0 0.0 114 24.7 0.0008 0.0 7.750 0.006 VeI= 0.95 114 -7.57 3.26 0.0 8.500 45.400 to 120.0 0.0 0.0 0.0 115 17.13 0.0004 0.0 8.500 0.003 Vel = 0.66 115 -8.19 3.26 0.0 9.500 45.403 to 120.0 0.0 0.0 0.0 116 8.94 0.0001 0.0 9.500 0.001 Vel = 0.34 0.0 8.94 45.404 K Factor = 1.33 PATH -*NEW 200 6.97 4.26 0.0 4.000 44.853 to 120.0 0.0 0.0 0.0 1CF 6.97 0.0 0.0 4.000 0.0 Vel = 0.16 1CF 104.24 4.26 0.0 4.000 44.853 to 120.0 0.0 0.0 0.0 201 111.21 0.0032 0.0 4.000 0.013 Vel = 2.50 201 6.72 4.26 2E 26.334 35.000 44.866 to 120.0 0.0 26.334 0.0 202 117.93 0.0038 0.0 61.334 0.231 Vel = 2.65 202 4.53 4.26 0.0 11.500 45.097 to 120.0 0.0 0.0 0.0 203 122.46 0.0041 0.0 11.500 0.047 Vel = 2.76 203 3.92 4.26 0.0 11.500 45.144 to 120.0 0.0 0.0 0.0 204 126.38 0.0043 0.0 11.500 0.049 Vel = 2.84 204 3.49 4.26 0.0 11.500 45.193 to 120.0 0.0 0.0 0.0 205 129.87 0.0045 0.0 11.500 0.052 Vel = 2.92 205 3.75 4.26 0.0 11.500 45.245 to 120.0 0.0 0.0 0.0 206 133.62 0.0047 0.0 11.500 0.054 Vel = 3.01 206 3.77 4.26 0.0 11.250 45.299 to 120.0 0.0 0.0 0.0 207 137.39 0.0051 0.0 11.250 0.057 Vel = 3.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 linal Calculations - Hàzen-Williams CAL - WEST FIRE PROTECTION . Page 11 SPROUTS FARMERS MARKET Date 09/19/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "0" or Ftng's Pe Pv ** Notes Point at Pt/Ft Eqv. Ln. Total Pt Pn 207 3.94 4.26 0.0 11.250 45.356 to 120.0 0.0 0.0 0.0 208 141.33 0.0052 0.0 11.250 0.059 Vel = 3.18 208 4.23 4.26 0.0 11.250 45.415 to 120.0 0.0 0.0 0.0 209 145.56 0.0055 0.0 11.250 0.062 Vel = 3.28 209 4.63 4.26 0.0 . 11.000 45.477 to 120.0 0.0 0.0 0.0 210 150.19 0.0059 0.0 11.000 0.065 Vel= 3.38 210 4.84 4.26 0.0 11.500 45.542 to 120.0 0.0 0.0 0.0 211 155.03 0.0063 0.0 11.500 0.072 Vel = 3.49 211 5.72 4.26 0.0 11.500 45.614 to 120.0 0.0 0.0 0.0 212 160.75 0.0067 0.0 11.500 0.077 Vel= 3.62 212 6.39 4.26 0.0 10.000 45.691 to 120.0 0.0 0.0 0.0 213 167.14 0.0072 0.0 10.000 0.072 Vel = 3.76 213 7.02 4.26 0.0 7.750 45.763 to 120.0 0.0 0.0 0.0 214 174.16 0.0077 0.0 7.750 0.060 Vel = 3.92 214 7.56 4.26 0.0 8.500 45.823 to 120.0 0.0 0.0 0.0 215 181.72 0.0084 0.0 8.500 0.071 Vel= 4.09 215 8.20 4.26 0.0 9.500 45.894 to 120.0 0.0 0.0 0.0 216 189.92 0.0091 0.0 9.500 0.086 Vel = 4.28 216 8.94 4.26 4E 52.668 48.000 45.980 to 120.0 0.0 52.668 0.0 TOR 198.86 0.0099 0.0 100.668 0.997 Vel = 4.48 TOR 0.0 4.26 Fsp 0.0 19.000 46.977 to 120.0 B 15.8 44.768 11.229 * * Fixed Loss = 3 BOR 198.86 0.0099 5 28.968 63.768 0.632 Vel = 4.48 BOR 100.00 7.98 F 8.995 53.000 58.838 Oa = 100 to 120.0 T 34.979 65.961 11.642 * * Fixed Loss = 11.642 Ui 298.86 0.0010 G 3.998 118.961 0.117 Vel= 1.92 Zal 0.0 E 17.989 Ui -147.13 11.65 2F 34.882 500.000 70.597 to 150.0 G 8.05 42.932 0.0 U2 151.73 0.0 0.0 542.932 0.016 Vel = 0.46 U2 38.30 11.65 4G 32.199 175.000 70.613 to 150.0 T 80.498 112.698 0.0 U3 190.03 0.0 0.0 287.698 0.013 Vel = 0.57 U3 108.83 11.65 2G 16.1 140.000 70.626 to 150.0 F 17.441 114.039 0.0 U4 298.86 0.0001 T 80.498 254.039 0.026 Vel = 0.90 U4 0.0 24.73 0.0 30.000 70.652 to 140.0 0.0 0.0 0.0 SRC 298.86 0.0 0.0 30.000 0.0 Vel = 0.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' 'Final Calculations - Häzen-Williams CAL - WEST FIRE PROTECTION Page 12 SPROUTS FARMERS MARKET Date 09/19/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 150.00 Qa = 150.00 448.86 70.652 K Factor = 53.40 *NEW PATH Ui 147.13 11.65 2G 16.1 35.000 70.597 to 150.0 T 80.498 96.598 0.0 U5 147.13 0.0 0.0 131.598 0.004 VeI= 0.44 U5 0.0 11.65 2G 16.1 290.000 70.601 to 150.0 F 17.441 114.039 0.0 U6 147.13 0.0 T 80.498 404.039 0.011 Vel = 0.44 U6 -108.82 11.65 2G 16.1 375.000 70.612 to 150.0 T 80.498 96.598 0.0 U2 38.31 0.0 0.0 471.598 0.001 Vel = 0.12 0.0 38.31 70.613 K Factor = 4.56 *NEW PATH U6 108.82 11.65 8G 64.398 615.000 70.612 to 150.0 2T 160.996 260.277 0.0 U3 108.82 0.0 2F 34.882 875.277 0.014 Vel = 0.33 0.0 108.82 70.626 K Factor = 12.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087