Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3622 GARFIELD ST; ; FPR2019-0005; Permit
Permit Type: FIRE-Construction Residential Work Class: Parcel 4*: 2042401601 Track 4*: Valuation: $0.00 Lot 4*: Occupancy Group: Project 4*: #of Dwelling Units: Plan 4*: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check 4*: Plan Check#: Multifamily Fire Sprinkler Applied:' 01/22/2019 Issued: 05/02/2019 Finaled Close Out: 10/06/2020 Inspector: Final Inspection: 01h"'u 011I.]4I (ity of Carlsbad Print Date: 10/06/2020 Permit No: FPR2019-0005 Job Address: 3622 GARFIELD ST, CARLSBAD, CA 92008-8218 Status: Closed - Finaled Project Title: Description: GARFIELD CONDOS -NEW 13 & 13R SPRINKLER SYSTEMS FOR 3 UNIT CONDOS (3624, 3628, 3632 GARFIELD ST) Applicant: FPContractor: RAVEN FIRE PROTECTION RAVEN FIRE PROTECTION PETER NEMINOFF 1425 EL PRADO PL 1425 EL PRADO PL ESCONDIDO, CA 92027-2304 ESCONDIDO, CA 92027-2304 (818) 518-7995 (818) 518-7995 FEE AMOUNT FIRE NFPA 13 System <100 heads $620.00 FIRE NFPA 13R System 3-16 units (per building) $858.00 Total Fees: $1,478.00 Total Payments To Date: $1,478.00, Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1760-602-4665 1760-602-8561 f I www.carlsbadca.gov Ff P,,,, 9-o I ~ - 000_ - - Fire Protection by Computer Design RAVEN FIRE PROTECTION 1560 Sunset drive Vista, CA 92081 (818)518-7995 Job Name : GARFEILD CONDO'S Building Location System : PARKING Contract Data File : GARFEILD - GARAGE OH-1 CALC.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 RAVEN FIRE PROTECTION Page 1 GARFEILD CONDOS Date 1/17/19 HYDRAULIC CALCULATIONS for Project name: GARFEILD CONDOS Location: Drawing no: Date: 1/17/19 Design Remote area number: PARKING Remote area location: Occupancy classification: OH I Density: .15 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: TYCO TY-B 8.0K No. of sprinklers calculated: 14 In-rack demand: - GPM Hose streams: 250 - GPM Total water required (including hose streams): 673.9 -GPM Type of system: WET Volume of dry or preaction system: - Gal Water supply information Date: 10/15/18 Location: CORNER OF GARFIELD & ACACIA Source: CARLSBAD WATER Name of contractor: RAVEN FIRE PROTECTION Address: Phone number: (818)518-7995 Name of designer: JB Authority having jurisdiction: CARLSBAD FIRE DEPT Notes: (Include peaking information or gridded systems here.) @ 66.1291-Psi Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C RAVEN FIRE PROTECTION Page 2 GARFEILD CONDOS Date 1/17/19 City Water Supply: Demand: Cl - Static Pressure : 75.6 Dl - Elevation : -1.568 02 - Residual Pressure: 11.6 D2 - System Flow : 423.9 C2 - Residual Flow : 5025 D2 - System Pressure : 66.129 Hose (Demand) : 250 D3 - System Demand : 673.9 Safety Margin : 7.915 150 140 130 p120 R 11 F10° 90 s 8° 70 R60 E 50 40 30 - : 751911500 2250 3000 3750 4500 5250 6000 6750 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary RAVEN FIRE PROTECTION Page 3 GARFEILD CONDO'S Date 1/17/19 Fitting Legend Abbrev. Name % ~ 1 11/4 1% 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 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 NFPAI39O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zis Wilkins 4750A Fitting generates a Fixed Loss Based on Flow Unit 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. Revision: 50.52.1 Pressure I Flow Summary - STANDARD 1 RAVEN FIRE PROTECTION Page 4 GARFEILD CONDOS Date 1/17/19 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. Hi 0.0 8 7.0 na 21.17 0.15 130 7.0 H2 0.0 8 7.0 na 21.17 0.15 130 7.0 H3 0.0 8 7.0 na 21.17 0.15 104 7.0 H4 0.0 8 7.0 na 21.17 0.15 120 7.0 H5 0.0 8 7.0 na 21.17 0.15 130 7.0 101 -3.62 K= K @ B10I 8.26 na 21.47 102 -3.62 K=K@B2 8.46 na 21.17 103 -3.62 K= K@ B2 9.19 na 22.05 104 -3.62 K= K@ B3 13.49 na 26.72 105 -3.62 K= K @ B3 19.88 na 32.44 106 -3.62 K= K @ B3 28.14 na 38.59 107 -3.62 K= K @ B4 15.07 na 28.24 108 -3.62 K= K@ B4 15.56 na 28.69 109 -1.92 K=K@B4 18.26 na 31.09 110 -1.92 K=K@B4 22.17 na 34.25 111 -3.62 K= K@ B5 19.79 na 32.36 112 -1.92 K= K @ B5 20.07 na 32.59 113 -1.92 K= K @ B5 23.46 na 35.24 114 -1.92 K= K @ B5 28.73 na 38.99 Ml -3.62 29.06 na M2 -1.92 29.05 na M3 -1.92 29.67 na BTR -1.92 39.21 na BBR -1.92 47.95 na RA -2.46 48.88 na POC -4.12 54.37 na Ui -4.12 54.59 na BF1 -4.12 54.97 na BF2 -4.12 66.31 na SRC 0.0 66.13 na 250.0 The maximum velocity is 21.61 and it occurs in the pipe between nodes 105 and Ml Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 RAVEN FIRE PROTECTION Page 5 GARFEILD CONDOS Date 1/17/19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 21.17 1.083 E 2.336 6.000 7.000 K Factor =8.00 to 120.0 0.0 2.336 0.0 BiOi 21.17 0.1237 0.0 8.336 1.031 Vel = 7.37 0.0 21.17 8.031 KFactor= 7.47 H2 21.17 1.083 T 5.84 6.000 7.000 K Factor 8.00 to 120.0 0.0 5.840 0.0 B2 21.17 0.1237 0.0 11.840 1.465 VeI= 7.37 0.0 21.17 8.465 KFactor= 7.28 H3 21.17 1.083 T 5.84 6.000 7.000 K Factor =8.00 to 120.0 0.0 5.840 0.0 B3 21.17 0.1237 0.0 11.840 1.465 Vel = 7.37 0.0 21.17 8.465 KFactor= 7.28 H4 21.17 1.083 T 5.84 6.000 7.000 K Factor =8.00 to 120.0 0.0 5.840 0.0 B4 21.17 0.1237 0.0 11.840 1.465 Vel = 7.37 0.0 21.17 8.465 KFactor= 7.28 H5 21.17 1.083 T 5.84 6.000 7.000 K Factor 8.00 to 120.0 0.0 5.840 0.0 B5 21.17 0.1237 0.0 11.840 1.465 Vel = 7.37 0.0 21.17 8.465 KFactor= 7.28 101 21.47 1.53 0.0 8.620 8.261 K Factor @ node B101 to 120.0 0.0 0.0 0.0 102 21.47 0.0237 0.0 8.620 0.204 Vel = 3.75 102 21.16 1.53 0.0 8.620 8.465 K Factor @ node B2 to 120.0 0.0 0.0 0.0 103 42.63 0.0840 0.0 8.620 0.724 Vel = 7.44 103 22.06 1.53 2E 9.917 13.790 9.189 K Factor @ node B2 to 120.0 0.0 9.917 0.0 104 64.69 0.1816 0.0 23.707 4.306 VeI= 11.29 104 26.72 1.53 T 9.917 8.620 13.495 K Factor @ node B3 to 120.0 0.0 9.917 0.0 105 91.41 0.3444 0.0 18.537 6.384 Vel = 15.95 105 32.44 1.53 T 9.917 5.290 19.879 K Factor @ node B3 to 120.0 0.0 9.917 0.0 Ml 123.85 0.6040 0.0 15.207 9.185 Vel = 21.61 0.0 123.85 29.064 K Factor = 22.97 106 38.59 1.53 T 9.917 3.290 28.141 K Factor @ node B3 to 120.0 0.0 9.917 0.0 Mi - 38.59 0.0699 0.0 13.207 0.923 Vel = 6.73 0.0 38.59 29.064 KFactor= 7.16 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams RAVEN FIRE PROTECTION Page 6 GARFEILD CONDOS Date 1/17/19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ** 107 28.24 1.53 0.0 12.420 15.069 K Factor @ node B4 to 120.0 0.0 0.0 0.0 108 28.24 0.0392 0.0 12.420 0.487 Vet = 4.93 108 28.69 1.53 2E 9.917 14.080 15.556 K Factor @ node B4 to 120.0 0.0 9.917 -0.736 109 56.93 0.1434 0.0 23.997 3.442 Vet = 9.93 109 31.09 1.53 0.0 12.160 18.262 K Factor @ node B4 to 120.0 0.0 0.0 0.0 110 88.02 0.3211 0.0 12.160 3.905 Vet = 15.36 110 34.25 1.53 T 9.917 1.750 22.167 K Factor @ node B4 to 120.0 0.0 9.917 0.0 M2 122.27 0.5899 0.0 11.667 6.882 Vet = 21.34 0.0 122.27 29.049 K Factor = 22.69 ** 111 32.36 1.53 2E 9.917 10.290 19.788 K Factor @ node B5 to 120.0 0.0 9.917 -0.736 112 32.36 0.0504 0.0 20.207 1.019 Vet = 5.65 112 32.59 1.53 T 9.917 8.620 20.071 K Factor@ node B5 to 120.0 0.0 9.917 0.0 113 64.95 0.1830 0.0 18.537 3.393 Vet = 11.33 113 35.24 1.53 T 9.917 5.290 23.464 K Factor @ node B5 to 120.0 0.0 9.917 0.0 M3 100.19 0.4081 0.0 15.207 6.206 Vet = 17.48 0.0 100.19 29.670 KFactor= 18.39 114 38.99 1.53 T 9.917 3.290 28.730 K Factor @ node B5 to 120.0 0.0 9.917 0.0 M3 38.99 0.0712 0.0 13.207 0.940 Vel = 6.80 0.0 38.99 29.670 K Factor = 7.16 ** Ml 162.44 3.334 2E 20.989 11.120 29.064 to 120.0 0.0 20.989 -0.736 M2 162.44 0.0225 0.0 32.109 0.721 Vet = 5.97 M2 122.27 3.334 0.0 9.790 29.049 to 120.0 0.0 0.0 0.0 M3 284.71 0.0634 0.0 9.790 0.621 Vet = 10.46 M3 139.19 3.334 4E 41.977 30.000 29.670 to 120.0 0.0 41.977 0.0 BTR 423.9 0.1325 0.0 71.977 9.538 Vet = 15.58 BTR 0.0 3.334 2E 20.989 6.000 39.208 to 120.0 B 14.992 59.968 0.0 BBR 423.9 0.1325 S 23.987 65.968 8.741 Vet = 15.58 BBR 0.0 4.31 E 13.937 4.540 47.949 to 120.0 0.0 13.937 0.234 RA 423.9 0.0379 0.0 18.477 0.701 Vet = 9.32 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams RAVEN FIRE PROTECTION Page 7 GARFEILD CONDOS Date 1/17/19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C"or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn RA 0.0 4.31 6E 83.622 42.000 48.884 to 120.0 0.0 83.622 0.719 POC 423.9 0.0379 0.0 125.622 4.767 Vel = 9.32 P00 0.0 4.1 0.0 6.000 54.370 to 140.0 0.0 0.0 0.0 Ui 423.9 0.0365 0.0 6.000 0.219 Vel = 10.30 Ui 0.0 4.23 0.0 14.000 54.589 to 150.0 0.0 0.0 0.0 BF1 423.9 0.0275 0.0 14.000 0.385 Vel = 9.68 BF1 0.0 4.1 Zis 0.0 9.660 54.974 to 140.0 2E 29.067 29.067 9.930 * Fixed Loss = 9.93 BF2 423.9 0.0364 0.0 38.727 1.409 Vel = 10.30 BF2 0.0 4.1 G 2.907 12.000 66.313 to 140.0 T 29.067 31.974 -1.784 SRC 423.9 0.0364 0.0 43.974 1.600 Vel = 10.30 250.00 Qa = 250.00 673.90 66.129 KFactor= 82.87 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - Fire Protection by Computer Design RAVEN FIRE PROTECTION 1560 Sunset drive Vista, CA 92081 (818)518-7995 Job Name : GARFEILD CONDOS Building Location System : UNIT A Contract Data File GARFEILD - UNIT A - 8HD CALC.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 RAVEN FIRE PROTECTION Page 1 GARFEILD CONDOS Date 1/17/19 HYDRAULIC CALCULATIONS for Project name: GARFEILD CONDOS Location: Drawing no: Date: 1/17/19 Design Remote area number: UNIT A Remote area location: Occupancy classification: RES Density: .05 - Gpm/SqFt Area of application: 8 HEADS - SqFt Coverage per sprinkler: 256 - SqFt Type of sprinklers calculated: TYCO TY2234 LFII REC PENDENT No. of sprinklers calculated: 8 In-rack demand: - GPM Hose streams: 0 - GPM Total water required (including hose streams): 108.405 - GPM Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: 10/15/18 Location: INTERSECTION OF GARFIELD ST & ACACIA AVE Source: CARLSBAD WATER DEPT Name of contractor: RAVEN FIRE PROTECTION Address: 1560 Sunset drive / / Vista, CA 92081 Phone number: (818)518-7995 Name of designer: JB Authority having jurisdiction: CARLSBAD FIRE DEPT Notes: (Include peaking information or gridded systems here.) @ 66.5965 - Psi Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C RAVEN FIRE PROTECTION Page 2 GARFEILD CONDO'S Date 1/17/19 City Water Supply: Demand: Cl - Static Pressure : 75.6 Dl - Elevation : 8.411 C2 - Residual Pressure: 11.6 D2 - System Flow : 108.405 C2 - Residual Flow : 5025 D2 - System Pressure : 66.596 Hose (Demand) D3 - System Demand : 108.405 Safety Margin : 8.951 150 140 130 p120 R 11 E10° 90 80 70 R6° E 50 40 30 - 20 C2 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW( N"1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary RAVEN FIRE PROTECTION Page 3 GARFEILD CONDO'S Date 1/17/19 Fitting Legend Abbrev. Name % ~ 1 11/4 1Y2 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 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 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zis Wilkins 4750A Fitting generates a Fixed Loss Based on Flow Unit 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. Revision: 50.52.1 Pressure I Flow Summary - STANDARD RAVEN FIRE PROTECTION Page 4 GARFEILD CONDOS Date 1/17/19 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 1 19.42 4.9 7.92 na 13.79 0.05 256 7.0 2 19.42 4.9 7.0 na 12.96 0.05 256 7.0 3 19.42 4.9 7.3 na 13.24 0.05 256 7.0 4 19.42 4.9 7.31 na 13.25 0.05 256 7.0 5 19.42 4.9 7.09 na 13.05 0.05 256 7.0 6 19.42 4.9 7.59 na 13.5 0.05 256 7.0 7 19.42 4.9 8.48 na 14.27 0.05 256 7.0 8 19.42 4.9 8.57 na 14.35 0.05 256 7.0 Al 19.92 8.36 na A2 19.92 7.6 na A3 19.92 7.46 na A4 19.92 7.54 na A5 19.92 7.6 na A6 19.92 7.82 na A7 19.92 8.78 na A8 19.92 8.95 na AA 19.92 21.25 na A9 19.92 19.83 na 11 19.42 22.42 na 12 16.7 23.6 na 13 16.7 23.6 na 14 16.7 23.6 na 15 19.42 22.42 na 16 19.42 22.42 na 17 19.42 22.42 na 18 19.42 22.42 na Bi 19.92 22.2 na B2 19.92 22.2 na B3 19.92 22.2 na B4 19.92 22.2 na B5 19.92 22.2 na B6 19.92 22.2 na B7 19.92 22.2 na B8 19.92 22.2 na B9 19.92 22.2 na BA 19.92 22.2 na BB 8.66 29.93 na BB1 8.66 30.81 na AB 8.66 29.63 na RT1 8.66 38.86 na RT2 8.66 41.05 na RTR 8.66 41.77 na RBR -1.92 49.59 na RA -2.46 52.51 na POC -4.12 53.61 na Ui -4.12 53.63 na BF1 -4.12 53.66 na BF2 -4.12 68.25 na SRC 0.0 66.6 na The maximum velocity is 17.25 and it occurs in the pipe between nodes A9 and BA Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 RAVEN FIRE PROTECTION Page 5 GARFEILD CONDOS Date 1/17/19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftngs Fe Fv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *RA1* 13.79 1.101 N 7.0 7.120 7.924 K Factor =4.90 to 150.0 0 5.0 12.000 -0.217 Al 13.79 0.0342 0.0 19.120 0.654 Vel = 4.65 0.0 13.79 8.361 K Factor= 4.77 2 12.96 1.101 2N 14.0 11.790 7.000 K Factor =4.90 to 150.0 R 1.0 15.000 -0.217 A2 12.96 0.0305 0.0 26.790 0.818 Vel = 4.37 0.0 12.96 7.601 KFactor= 4.70 3 13.24 1.101 N 7.0 3.920 7.297 K Factor =4.90 to 150.0 R 1.0 8.000 -0.217 A3 13.24 0.0318 0.0 11.920 0.379 Vel = 4.46 0.0 13.24 7.459 K Factor= 4.85 4 13.25 1.101 N 7.0 1.920 7.311 K Factor =4.90 to 150.0 0 5.0 12.000 -0.217 A4 13.25 0.0318 0.0 13.920 0.442 Vel = 4.47 0.0 13.25 7.536 K Factor= 4.83 5 13.05 1.101 2N 14.0 8.620 7.089 K Factor =4.90 to 150.0 R 1.0 15.000 -0.217 AS 13.05 0.0309 0.0 23.620 0.730 Vel = 4.40 0.0 13.05 7.602 K Factor= 4.73 6 13.50 1.101 N 7.0 1.700 7.586 K Factor =4.90 to 150.0 0 5.0 12.000 -0.217 A6 13.5 0.0329 0.0 13.700 0.451 Vel = 4.55 0.0 13.50 7.820 K Factor= 4.83 7 14.27 1.101 N 7.0 1.960 8.484 K Factor =4.90 to 150.0 0 5.0 12.000 -0.217 A7 14.27 0.0365 0.0 13.960 0.510 Vel = 4.81 0.0 14.27 8.777 K Factor= 4.82 8 14.35 1.101 N 7.0 4.160 8.573 K Factor =4.90 to 150.0 0 5.0 12.000 -0.217 A8 14.35 0.0368 0.0 16.160 0.595 Vel = 4.84 0.0 14.35 8.951 K Factor= 4.80 ** Al -31.95 1.394 0 6.0 8.830 8.361 to 150.0 0.0 6.000 0.0 A2 -31.95 -0.0512 0.0 14.830 -0.760 Vel = 6.72 A2 12.97 1.394 R 1.0 2.290 7.601 to 150.0 0.0 1.000 0.0 A4 -18.98 -0.0198 0.0 3.290 -0.065 Vel = 3.99 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams RAVEN FIRE PROTECTION Page 6 GARFEILD CONDOS Date 1/17/19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -18.98 7.536 K Factor= -6.91 A3 13.24 1.394 0 6.0 1.750 7.459 to 150.0 0.0 6.000 0.0 A4 13.24 0.0099 0.0 7.750 0.077 Vel = 2.78 A4 -5.74 1.394 0 6.0 12.620 7.536 to 150.0 0.0 6.000 0.0 A5 7.5 0.0035 0.0 18.620 0.066 Vel = 1.58 A5 13.05 1.394 R 1.0 8.620 7.602 to 150.0 0.0 1.000 0.0 A6 20.55 0.0227 0.0 9.620 0.218 Vel = 4.32 A6 13.50 1.394 R 1.0 15.580 7.820 to 150.0 0.0 1.000 0.0 A7 34.05 0.0577 0.0 16.580 0.957 Vel = 7.16 A7 14.27 1.394 R 1.0 0.580 8.777 to 150.0 0.0 1.000 0.0 A8 48.32 0.1101 0.0 1.580 0.174 Vel= 10.16 A8 14.35 1.394 N 8.0 42.000 8.951 to 150.0 0 6.0 19.000 0.0 A9 62.67 0.1784 SR 5.0 61.000 10.880 Vel = 13.17 0.0 62.67 19.831 KFactor= 14.07 ** Al 45.74 1.101 2N 14.0 24.000 8.361 to 150.0 3R 3.0 17.000 0.0 AA 45.74 0.3143 0.0 41.000 12.888 Vel = 15.41 AA -57.21 1.101 20 10.0 41.330 21.249 to 150.0 7R 7.0 17.000 0.0 A9 -11.47 -0.0243 0.0 58.330 -1.418 Vel = 3.87 A9 62.67 1.101 0 5.0 1.120 19.831 to 150.0 0.0 5.000 0.0 BA 51.2 0.3873 0.0 6.120 2.370 Vel = 17.25 0.0 51.20 22.201 KFactor= 10.87 *RA2* 11 0.0 1.101 20 10.0 1.000 22.418 to 150.0 0.0 10.000 -0.217 Bi 0.0 0.0 0.0 11.000 0.0 Vel = 0 0.0 0.0 22.201 K Factor = 0 12 0.0 1.101 N 7.0 5.930 23.596 to 150.0 2R 2.0 9.000 -1.395 B2 0.0 0.0 0.0 14.930 0.0 Vel = 0 0.0 0.0 22.201 K Factor = 0 13 0.0 1.101 0 5.0 5.970 23.596 to 150.0 N 7.0 12.000 -1.395 B3 0.0 0.0 0.0 17.970 0.0 Vel = 0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams RAVEN FIRE PROTECTION Page 7 GARFEILD CONDOS Date 1/17/19 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 0.0 22.201 K Factor = 0 14 0.0 1.101 2N 14.0 7.250 23.596 to 150.0 R 1.0 15.000 -1.395 B4 0.0 0.0 0.0 22.250 0.0 Vel = 0 0.0 0.0 22.201 K Factor =0 15 0.0 1.101 N 7.0 1.000 22.418 to 150.0 0 5.0 12.000 -0.217 B5 0.0 0.0 0.0 13.000 0.0 Vel = 0 0.0 0.0 22.201 K Factor =0 16 0.0 1.101 0 5.0 0.500 22.418 to 150.0 0.0 5.000 -0.217 B6 0.0 0.0 0.0 5.500 0.0 Vel = 0 0.0 0.0 22.201 K Factor =0 17 0.0 1.101 N 7.0 7.920 22.418 to 150.0 0 5.0 12.000 -0.217 B7 0.0 0.0 0.0 19.920 0.0 Vel = 0 0.0 0.0 22.201 K Factor = 0 18 0.0 1.101 0 5.0 0.500 22.418 to 150.0 0.0 5.000 -0.217 B8 0.0 0.0 0.0 5.500 0.0 Vel = 0 0.0 0.0 22.201 K Factor = 0 ** Bi 0.0 1.394 0 6.0 11.000 22.201 to 150.0 0.0 6.000 0.0 B2 0.0 0.0 0.0 17.000 0.0 Vel = 0 B2 0.0 1.394 R 1.0 4.080 22.201 to 150.0 0.0 1.000 0.0 B3 0.0 0.0 0.0 5.080 0.0 Vel = 0 33 0.0 1.394 0 6.0 7.000 22.201 to 150.0 0.0 6.000 0.0 B4 0.0 0.0 0.0 13.000 0.0 Vel = 0 B4 0.0 1.394 R 1.0 11.000 22.201 to 150.0 0.0 1.000 0.0 B5 0.0 0.0 0.0 12.000 0.0 Vel = 0 B5 0.0 1.394 2N 16.0 11.830 22.201 to 150.0 R 1.0 17.000 0.0 36 0.0 0.0 0.0 28.830 0.0 Vel = 0 B6 0.0 1.394 0 6.0 2.290 22.201 to 150.0 0.0 6.000 0.0 B7 0.0 0.0 0.0 8.290 0.0 Vel = 0 B7 0.0 1.394 N 8.0 17.580 22.201 to 150.0 R 1.0 9.000 0.0 B8 0.0 0.0 0.0 26.580 0.0 Vel = 0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams RAVEN FIRE PROTECTION Page 8 GARFEILD CONDOS Date 1/17/19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftngs Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B8 0.0 1.394 0 6.0 4.960 22.201 to 150.0 0.0 6.000 0.0 B9 0.0 0.0 0.0 10.960 0.0 Vet = 0 0.0 0.0 22.201 K Factor = 0 ** Bi 0.0 1.394 3N 24.0 11.080 22.201 to 150.0 R 1.0 25.000 0.0 B9 0.0 0.0 0.0 36.080 0.0 Vet = 0 0.0 0.0 22.201 K Factor =0 ** B9 0.0 1.394 R 1.0 1.660 22.201 to 150.0 0.0 1.000 0.0 BA 0.0 0.0 0.0 2.660 0.0 Vet = 0 0.0 0.0 22.201 K Factor = 0 ** AA 57.20 1.394 20 12.0 11.250 21.249 to 150.0 0.0 12.000 4.877 AB 57.2 0.1507 0.0 23.250 3.503 Vet = 12.02 0.0 57.20 29.629 K Factor= 10.51 ** BA 51.20 1.394 20 12.0 11.250 22.201 to 150.0 0.0 12.000 4.877 BB 51.2 0.1228 0.0 23.250 2.854 Vet = 10.76 0.0 51.20 29.932 KFactor= 9.36 ** BB 51.20 1.394 0 6.0 1.120 29.932 to 150.0 0.0 6.000 0.0 BBI 51.2 0.1226 0.0 7.120 0.873 Vet = 10.76 13131 -71.05 1.394 0 6.0 41.330 30.805 to 150.0 8R 8.0 14.000 0.0 AB -19.85 -0.0213 0.0 55.330 -1.176 Vet = 4.17 AB 57.21 1.394 2N 16.0 90.700 29.629 to 150.0 30 18.0 44.000 0.0 RTI 37.36 0.0685 IOR 10.0 134.700 9.229 Vet = 7.85 0.0 37.36 38.858 K Factor= 5.99 BB1 71.05 1.394 N 8.0 23.790 30.805 to 150.0 4R 4.0 12.000 0.0 RT1 71.05 0.2250 0.0 35.790 8.053 Vet = 14.94 RTI 37.35 2.003 N 11.0 5.080 38.858 to 150.0 0 10.0 21.000 0.0 RT2 108.4 0.0841 0.0 26.080 2.194 Vet = 11.04 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams RAVEN FIRE PROTECTION Page 9 GARFEILD CONDOS Date 1/17/19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn RT2 0.0 2.067 E 5.0 1.540 41.052 to 120.0 0.0 5.000 0.0 RTR 108.4 0.1090 0.0 6.540 0.713 Vel = 10.36 RTR 0.0 2.203 S 15.003 10.580 41.765 to 120.0 B 8.183 30.005 4.582 RBR 108.4 0.0800 E 6.819 40.585 3.247 Vel = 9.12 0.0 108.40 49.594 K Factor = 15.39 ** RBR 108.40 2.203 T 13.639 19.870 49.594 to 120.0 0.0 13.639 0.234 RA 108.4 0.0800 0.0 33.509 2.680 Vel = 9.12 RA 0.0 4.31 6E 83.622 42.000 52.508 to 120.0 0.0 83.622 0.719 POC 108.4 0.0030 0.0 125.622 0.382 Vel = 2.38 POC 0.0 4.1 0.0 6.000 53.609 to 140.0 0.0 0.0 0.0 Ui 108.4 0.0030 0.0 6.000 0.018 Vel = 2.63 Ui 0.0 4.23 0.0 14.000 53.627 to 150.0 0.0 0.0 0.0 BF1 108.4 0.0022 0.0 14.000 0.031 Vel = 2.47 BF1 0.0 4.1 Zis 0.0 9.660 53.658 to 140.0 2E 29.067 29.067 14.482 * Fixed Loss = 14.482 BF2 108.4 0.0029 0.0 38.727 0.112 Vel = 2.63 BF2 0.0 4.1 G 2.907 12.000 68.252 to 140.0 T 29.067 31.974 -1.784 SRC 108.4 0.0029 0.0 43.974 0.128 Vel = 2.63 0.0 108.40 66.596 KFactor= 13.28 Computer Programs by Hydratec Inc. Revision: 50.52.1 hpuon -OQD - - - Fire Protection by Computer Design RAVEN FIRE PROTECTION 1560 Sunset drive Vista, CA 92081 (818)518-7995 Job Name GARFEILD CONDOS Building Location System : UNIT C Contract Data File : GARFEILD - UNIT C - 8HD CALC.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 RAVEN FIRE PROTECTION Page 1 GARFEILD CONDOS Date 1/17/19 HYDRAULIC CALCULATIONS for Project name: GARFEILD CONDOS Location: Drawing no: Date: 1/17/19 Design Remote area number: UNIT C Remote area location: Occupancy classification: RES Density: .05 - Gpm/SqFt Area of application: 8 HEADS - SqFt Coverage per sprinkler: 256 - SqFt Type of sprinklers calculated: TYCO TY2234 LFII REC PENDENT No. of sprinklers calculated: 8 In-rack demand: - GPM Hose streams: 0 - GPM Total water required (including hose streams): 111.921 -GPM Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: 10/15/18 Location: INTERSECTION OF GARFIELD ST & ACACIA AVE Source: CARLSBAD WATER DEPT Name of contractor: RAVEN FIRE PROTECTION Address: 1560 Sunset drive / / Vista, CA 92081 Phone number: (818)518-7995 Name of designer: J Authority having jurisdiction: CARLSBAD FIRE DEPT Notes: (Include peaking information or gridded systems here.) @ 63.449 - Psi Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C RAVEN FIRE PROTECTION Page 2 GARFEILD CONDOS Date 1/17/19 City Water Supply: Demand: Cl - Static Pressure : 75.6 Dl - Elevation : 8.411 C2 - Residual Pressure: 11.6 D2 - System Flow : 111.921 C2 - Residual Flow : 5025 D2 - System Pressure : 63.448 Hose (Demand) D3 - System Demand : 111.921 Safety Margin : 12.095 150 - 140 130 p120 R 11 E10° 590 580 U 70 rD R6° E° 40 30 - 20 C2 10 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW( N"1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary RAVEN FIRE PROTECTION Page 3 GARFEILD CONDO'S Date 1/17/19 Fitting Legend Abbrev. Name /z 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 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 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 N* CPVC9OEllHarvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTcc - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flowthru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zis Wilkins 475DA Fitting generates a Fixed Loss Based on Flow Unit 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. Revision: 50.52.1 Pressure I Flow Summary - STANDARD RAVEN FIRE PROTECTION Page 4 GARFEILD CONDOS Date 1/17/19 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 19.42 17.78 na 2 19.42 17.53 na 3 19.42 17.47 na 4 19.42 17.47 na 5 19.42 17.16 na 6 19.42 17.0 na 7 19.42 16.72 na 8 19.42 16.7 na Al 19.92 17.56 na A2 19.92 17.31 na A3 19.92 17.26 na A4 19.92 17.26 na A5 19.92 16.95 na A6 19.92 16.78 na A7 19.92 16.51 na A8 19.92 16.48 na AA 19.92 19.72 na A9 19.92 15.46 na 11 19.42 4.9 8.26 na 14.08 0.05 256 7.0 12 16.7 4.9 8.21 na 14.04 0.05 256 7.0 13 16.7 4.9 7.99 na 13.85 0.05 256 7.0 14 16.7 4.9 7.8 na 13.69 0.05 256 7.0 15 19.42 4.9 7.0 na 12.96 0.05 256 7.0 16 19.42 4.9 7.75 na 13.64 0.05 256 7.0 17 19.42 4.9 7.7 na 13.6 0.05 256 7.0 18 19.42 4.9 10.76 na 16.07 0.05 256 7.0 B1 19.92 8.43 na B2 19.92 7.34 na B3 19.92 7.21 na B4 19.92 7.16 na B5 19.92 7.18 na B6 19.92 7.72 na B7 19.92 8.15 na B8 19.92 10.79 na B9 19.92 12.69 na BA 19.92 14.08 na BB 8.66 24.56 na BB1 8.66 26.27 na AB 8.66 26.26 na RT1 8.66 35.21 na RT2 8.66 37.54 na RTR 8.66 38.29 na RBR -1.92 46.32 na RA -2.46 49.4 na POC -4.12 50.52 na Ui -4.12 50.54 na BF1 -4.12 50.57 na BF2 -4.12 65.1 na SRC 0.0 63.45 na The maximum velocity is 23.53 and it occurs in the pipe between nodes B9 and BA Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 RAVEN FIRE PROTECTION Page 5 GARFEILD CONDOS Date 1/17/19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *RAl* 1 0.0 1.101 N 7.0 7.120 17.776 to 150.0 0 5.0 12.000 -0.217 Al 0.0 0.0001 0.0 19.120 0.001 Vel = 0 0.0 0.0 17.560 K Factor =0 2 0.0 1.101 2N 14.0 11.790 17.528 to 150.0 R 1.0 15.000 -0.217 A2 0.0 0.0 0.0 26.790 0.001 Vel = 0 0.0 0.0 17.312 K Factor =0 3 0.0 1.101 N 7.0 3.920 17.473 to 150.0 R 1.0 8.000 -0.217 A3 0.0 0.0 0.0 11.920 0.0 Vel = 0 0.0 0.0 17.256 K Factor = 0 4 0.0 1.101 N 7.0 1.920 17.473 to 150.0 0 5.0 12.000 -0.217 A4 0.0 0.0 0.0 13.920 0.0 Vel = 0 0.0 0.0 17.256 K Factor = 0 5 0.0 1.101 2N 14.0 8.620 17.162 to 150.0 R 1.0 15.000 -0.217 A5 0.0 0.0 0.0 23.620 0.0 Vel = 0 0.0 0.0 16.945 K Factor = 0 6 0.0 1.101 N 7.0 1.700 17.001 to 150.0 0 5.0 12.000 -0.217 A6 0.0 0.0 0.0 13.700 0.0 Vel = 0 0.0 0.0 16.784 K Factor= 0 7 0.0 1.101 N 7.0 1.960 16.724 to 150.0 0 5.0 12.000 -0.217 A7 0.0 0.0 0.0 13.960 0.0 Vel = 0 0.0 0.0 16.507 K Factor = 0 8 0.0 1.101 N 7.0 4.160 16.697 to 150.0 0 5.0 12.000 -0.217 A8 0.0 0.0001 0.0 16.160 0.001 Vel = 0 0.0 0.0 16.481 K Factor = 0 ** Al -17.43 1.394 0 6.0 8.830 17.560 to 150.0 0.0 6.000 0.0 A2 -17.43 -0.0167 0.0 14.830 -0.248 Vet = 3.66 A2 0.0 1.394 R 1.0 2.290 17.312 to 150.0 0.0 1.000 0.0 A4 -17.43 -0.0170 0.0 3.290 -0.056 Vel = 3.66 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams RAVEN FIRE PROTECTION Page 6 GARFEILD CONDOS Date 1/17/19 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 -17.43 17.256 K Factor= -4.20 A3 0.0 1.394 0 6.0 1.750 17.256 to 150.0 0.0 6.000 0.0 A4 0.0 0.0 0.0 7.750 0.0 Vet = 0 A4 -17.43 1.394 0 6.0 12.620 17.256 to 150.0 0.0 6.000 0.0 A5 -17.43 -0.0167 0.0 18.620 -0.311 Vel = 3.66 A5 0.0 1.394 R 1.0 8.620 16.945 to 150.0 0.0 1.000 0.0 A6 -17.43 -0.0167 0.0 9.620 -0.161 Vet = 3.66 A6 0.0 1.394 R 1.0 15.580 16.784 to 150.0 0.0 1.000 0.0 A7 -17.43 -0.0167 0.0 16.580 -0.277 Vet = 3.66 A7 0.0 1.394 R 1.0 0.580 16.507 to 150.0 0.0 1.000 0.0 A8 -17.43 -0.0165 0.0 1.580 -0.026 Vet = 3.66 A8 0.0 1.394 N 8.0 42.000 16.481 to 150.0 0 6.0 19.000 0.0 A9 -17.43 -0.0167 5R 5.0 61.000 -1.021 Vet = 3.66 0.0 -17.43 15.460 K Factor= -4.43 ** Al 17.43 1.101 2N 14.0 24.000 17.560 to 150.0 3R 3.0 17.000 0.0 AA 17.43 0.0528 0.0 41.000 2.163 Vet = 5.87 AA -38.22 1.101 20 10.0 41.330 19.723 to 150.0 7R 7.0 17.000 0.0 A9 -20.79 -0.0731 0.0 58.330 -4.263 Vet = 7.01 A9 -17.43 1.101 0 5.0 1.120 15.460 to 150.0 0.0 5.000 0.0 BA -38.22 -0.2253 0.0 6.120 -1.379 Vet = 12.88 0.0 -38.22 14.081 K Factor = -10.19 *RA2* 11 14.08 1.101 20 10.0 1.000 8.258 K Factor 4.90 to 150.0 0.0 10.000 -0.217 Bl 14.08 0.0355 0.0 11.000 0.391 Vet = 4.74 0.0 14.08 8.432 K Factor= 4.85 12 14.04 1.101 N 7.0 5.930 8.208 K Factor =4.90 to 150.0 2R 2.0 9.000 -1.395 B2 14.04 0.0354 0.0 14.930 0.528 Vet = 4.73 0.0 14.04 7.341 KFactor= 5.18 13 13.85 1.101 0 5.0 5.970 7.985 K Factor =4.90 to 150.0 N 7.0 12.000 -1.395 B3 13.85 0.0345 0.0 17.970 0.620 Vet = 4.67 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams RAVEN FIRE PROTECTION Page 7 GARFEILD CONDOS Date 1/17/19 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 13.85 7.210 KFactor= 5.16 14 13.69 1.101 2N 14.0 7.250 7.801 K Factor =4.90 to 150.0 R 1.0 15.000 -1.395 B4 13.69 0.0337 0.0 22.250 0.750 Vel = 4.61 0.0 13.69 7.156 KFactor= 5.12 15 12.96 1.101 N 7.0 1.000 7.000 K Factor =4.90 to 150.0 0 5.0 12.000 -0.217 B5 12.96 0.0305 0.0 13.000 0.397 Vel = 4.37 0.0 12.96 7.180 KFactor= 4.84 16 13.64 1.101 0 5.0 0.500 7.749 K Factor =4.90 to 150.0 0.0 5.000 -0.217 B6 13.64 0.0336 0.0 5.500 0.185 Vel = 4.60 0.0 13.64 7.717 K Factor= 4.91 17 13.60 1.101 N 7.0 7.920 7.699 K Factor 4.90 to 150.0 0 5.0 12.000 -0.217 B7 13.6 0.0333 0.0 19.920 0.664 Vel = 4.58 0.0 13.60 8.146 K Factor= 4.77 18 16.07 1.101 0 5.0 0.500 10.756 K Factor =4.90 to 150.0 0.0 5.000 -0.217 B8 16.07 0.0456 0.0 5.500 0.251 Vel = 5.42 0.0 16.07 10.790 K Factor = 4.89 ** Bi -36.07 1.394 0 6.0 11.000 8.432 to 150.0 0.0 6.000 0.0 B2 -36.07 -0.0642 0.0 17.000 -1.091 Vel = 7.58 B2 14.04 1.394 R 1.0 4.080 7.341 to 150.0 0.0 1.000 0.0 B3 -22.03 -0.0258 0.0 5.080 -0.131 Vel = 4.63 B3 13.85 1.394 0 6.0 7.000 7.210 to 150.0 0.0 6.000 0.0 B4 -8.18 -0.0042 0.0 13.000 -0.054 Vel = 1.72 B4 13.68 1.394 R 1.0 11.000 7.156 to 150.0 0.0 1.000 0.0 B5 5.5 0.0020 0.0 12.000 0.024 Vel = 1.16 B5 12.97 1.394 2N 16.0 11.830 7.180 to 150.0 R 1.0 17.000 0.0 B6 18.47 0.0186 0.0 28.830 0.537 Vel = 3.88 B6 13.64 1.394 0 6.0 2.290 7.717 to 150.0 0.0 6.000 0.0 B7 32.11 0.0517 0.0 8.290 0.429 Vel = 6.75 B7 13.59 1.394 N 8.0 17.580 8.146 to 150.0 R 1.0 9.000 0.0 B8 45.7 0.0995 0.0 26.580 2.644 Vel = 9.61 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams RAVEN FIRE PROTECTION Page 8 GARFEILD CONDOS Date 1/17/19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B8 16.07 1.394 0 6.0 4.960 10.790 to 150.0 0.0 6.000 0.0 B9 61.77 0.1736 0.0 10.960 1.903 Vet = 12.98 0.0 61.77 12.693 KFactor= 17.34 ** Bi 50.15 1.394 3N 24.0 11.080 8.432 to 150.0 R 1.0 25.000 0.0 89 50.15 0.1181 0.0 36.080 4.261 Vet = 10.54 0.0 50.15 12.693 K Factor= 14.08 ** B9 111.92 1.394 R 1.0 1.660 12.693 to 150.0 0.0 1.000 0.0 BA 111.92 0.5218 0.0 2.660 1.388 Vet = 23.53 0.0 111.92 14.081 KFactor= 29.83 ** AA 38.22 1.394 20 12.0 11.250 19.723 to 150.0 0.0 12.000 4.877 AB 38.22 0.0714 0.0 23.250 1.661 Vet = 8.03 0.0 38.22 26.261 K Factor= 7.46 ** BA 73.70 1.394 20 12.0 11.250 14.081 to 150.0 0.0 12.000 4.877 BB 73.7 0.2408 0.0 23.250 5.598 Vet = 15.49 0.0 73.70 24.556 K Factor = 14.87 ** BB 73.70 1.394 0 6.0 1.120 24.556 to 150.0 0.0 6.000 0.0 BBI 73.7 0.2407 0.0 7.120 1.714 Vet = 15.49 BB1 -75.17 1.394 0 6.0 41.330 26.270 to 150.0 8R 8.0 14.000 0.0 AB -1.47 -0.0002 0.0 55.330 -0.009 Vet = 0.31 AB 38.21 1.394 2N 16.0 90.700 26.261 to 150.0 30 18.0 44.000 0.0 RT1 36.74 0.0664 IOR 10.0 134.700 8.949 Vet = 7.72 0.0 36.74 35.210 K Factor= 6.19 BB1 75.18 1.394 N 8.0 23.790 26.270 to 150.0 4R 4.0 12.000 0.0 RT1 75.18 0.2498 0.0 35.790 8.940 Vet = 15.80 RT1 36.74 2.003 N 11.0 5.080 35.210 to 150.0 0 10.0 21.000 0.0 RT2 111.92 0.0893 0.0 26.080 2.328 Vet = 11.40 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams RAVEN FIRE PROTECTION Page 9 GARFEILD CONDOS Date 1/17/19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn RT2 0.0 2.067 E 5.0 1.540 37.538 to 120.0 0.0 5.000 0.0 RTR 111.92 0.1157 0.0 6.540 0.757 Vel = 10.70 RTR 0.0 2.203 S 15.003 10.580 38.295 to 120.0 B 8.183 30.005 4.582 RBR 111.92 0.0849 E 6.819 40.585 3.444 Vel = 9.42 0.0 111.92 46.321 KFactor= 16.44 ** RBR 111.92 2.203 T 13.639 19.870 46.321 to 120.0 0.0 13.639 0.234 RA 111.92 0.0848 0.0 33.509 2.843 Vel = 9.42 RA 0.0 4.31 6E 83.622 42.000 49.398 to 120.0 0.0 83.622 0.719 POC 111.92 0.0032 0.0 125.622 0.406 Vel = 2.46 POC 0.0 4.1 0.0 6.000 50.523 to 140.0 0.0 0.0 0.0 Ui 111.92 0.0030 0.0 6.000 0.018 Vel = 2.72 Ui 0.0 4.23 0.0 14.000 50.541 to 150.0 0.0 0.0 0.0 BF1 111.92 0.0024 0.0 14.000 0.033 Vel = 2.56 BF1 0.0 4.1 Zis 0.0 9.660 50.574 to 140.0 2E 29.067 29.067 14.403 * Fixed Loss = 14.403 BF2 111.92 0.0031 0.0 38.727 0.120 Vel = 2.72 BF2 0.0 4.1 G 2.907 12.000 65.097 to 140.0 T 29.067 31.974 -1.784 SRC 111.92 0.0031 0.0 43.974 0.135 Vel = 2.72 0.0 111.92 63.448 K Factor = 14.05 Computer Programs by Hydratec Inc. Revision: 50.52.1 AIarfl1VV0T or Flow Indicator bicy Pipe. Operat1fl lest II • Each Circuit Operate Each Circuit Operate MaxirnuY Type or - ruri . _ ,, =,..--, ...... Alarm Device Maximum Time to opjE~Atj(.,71171 Tvpe Make Model Min. -, Vive Q.O.D. ke JSerial #_Make odel.S Time to Trip Thrcugh Water,,-, Air Trip Point Tine Water TestConnectkfl Pressure .Pressure Air Press. . Test Outlet , er - Min Sec PSI PSI PSI Mj. - Yes operatip- M Pneumatic Electric El 1-ydraulic . piping Supervised? El Yes LJ No Detecting Media SupeR, sBd? F-1 Yes N Does valvP, operate from the manual trip remote or both control s ations'? El Yes El is tiere ar, accesstle facility in each circuill 11-111 testing? Ye El No f lin . - I Contr Pros acLor S Material and Test Certificate forAboveground PiPing-11 —.gye: upo,. ess Y F OWner's -epre °'Pletlon of Work, inspection and tests shall be made by The contraclo's reprentatiVe anC '" the job. ntati'e. All defects shall be corrected and system left In service before contractor's personnel fina Y A Certificate shall be fl - owne' fld contractor it lied out and signed by both representatives. Copies shall be prepared for approving aUtflOTIt .actor for a4.lty mater al Poor understood ttie owners representative's signature in no way prejudices any c l a i m a g a i n s t Prop0 with approving authority's requirements or local ordinances YAddress:UPrOPOrt 2Dt Accepted by Approving Authorities (Names): ,,. C.ttp i? g, cfL=- -, Address.: ClS/ CA-. PIar Installation conforms to accepted plans: M Ye 0 No Equipn-en use is approved: Yes\ 0 No if no, epiain deviations - Has peson in charge of fire equipment been instructed as to [ff Yes 0 No locatior Df contrci valves and care and maintenance?: If no, explain: nstructions Have copies of the following been ,left on the premises?: -- 1. System components instructions Yes E No 2. Care and maintenance instructions Yes 0 No - 3NFPA25 Yes No Location ofSupplies Buildings: stem.4 aQ . Year of . . Ternpèratir& '- Make . Model Manufacture Office Size Quantity Patn NC0 - 2 a JO - prink1 tof i't 6 ______ I2tLP.t L od t - I' --• A1' ---