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HomeMy WebLinkAbout4390 ADAMS ST; ; FPR2019-0165; PermitPERMIT REPORT (City of Carlsbad I AF~) F~~1 Print Date: 08/30/2022 Permit No: FPR2019-0165 Job Address: 4390 ADAMS ST, CARLSBAD, CA 92008 Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinki Parcel 4*: 2061804000 Track 4*: Applied: 08/13/2019 Valuation: $587,550.29 Lot 4*: Issued: 09/06/2019 Occupancy Group: Project 4*: DEV2017-0061 Finaled Close Out: 03/18/2020 #of Dwelling Units: Plan 4*: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check 4*: INSPECTOR: Salcedo, Felix Plan Check 4*: Project Title: POLZIN RESIDENCE Description: POLZIN RESIDENCE -NEW 13D SYSTEM Applicant: FPContractor: JASON KREISEL JASON KREISEL 221 PAINT WAY 434 BIRCH WOOD LN PATTERSON, CA 95363-8823 EL CAJON, CA 92021-5402 (925) 580-1926 (619) 694-8902 FEE AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) $125.00 FIRE NFPA 13D Single Family System (Plan Review) $246.00 Total Fees: $371.00 Total Payments To Date: $371.00 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 Hydraulic calculations using HydraCALC ABSOLUTE FIRE PROTECTION P0 BOX 113 LONG BARN, CA 95335 925-580-1926 Job Name : Polzin Residence Drawing Location Remote Area Contract Data File : REV#1_Main Level Proof 2 Head Cale - 8-1 9-1 9.WXF Date/Time : 08/18/2019-10:16 PM Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C ABSOLUTE FIRE PROTECTION Page 1 Poizin Residence Date 08/19/19 City Water Supply: Demand: Cl - Static Pressure : 56.88 Dl - Elevation : 13.210 C2 - Residual Pressure: 50 D2 - System Flow : 26.525 C2 - Residual Flow : 50 D2 - System Pressure : 52.346 Hose (Demand) : 5 D3 - System Demand : 31.525 Safety Margin : 1.603 150 140 130 p120 R11° E10° S 90 s 80 U7° 60 R ---)2 C2 30 20 I I I I . I I . 10 20 30 40 50 60 70 80 90 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary ABSOLUTE FIRE PROTECTION Polzin Residence Page Date 2 08/19/19 Fithng Legend Abbrev. Name 1/2 % 1 1% 1% 2 2Y2 3 3% 4 5 6 8 10 12 14 16 18 20 24 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 N* CPVC9OEllHarvel-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 p* CPVC45Elbow 1 1 1 2 2 2 3 4 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 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. Revision: 50.53.5 Flow Summary - NFPA ABSOLUTE FIRE PROTECTION Page 3 Polzin Residence Date 08/19/19 SUPPLY ANALYSIS Node at Source Static Pressure Residual Pressure Flow Available Pressure Total Demand Required Pressure S 56.88 50 50.0 53.949 31.53 52.346 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes P1 125.0 9.58 P2 125.0 9.58 P3 114:5 4.9 7.0 12.96 P4 114.5 4.9 7.66 13.56 P5 114.5 14.8 P6 114.5 14.8 200 115.0 7.97 L3 115.0 10.84 L4 115.0 12.92 L2 115.0 12.59 LI 115.0 12,76 303 125.5 9.03 302 125.5 9.36 301 125.5 9.53 300 125.5 9.9 201 115.0 14.58 Ti 115.0 14.58 100 105.0 19.5 101 105.0 22.41 R 105.0 23.9 RI 105.0 24.34 R2 95.0 33.49 5.0 U 90.0 35.92 WM 85.0 38.86 S 84.0 52.35 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen-Williams ABSOLUTE FIRE PROTECTION Page 4 Poizin Residence Date 08/19/19 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf P1 125 0.0 1 N 7.0 9.000 150 9.579 to 0.0 7.000 -0.217 302 125.500 0.0 1.101 0.0 16.000 0 0.0 Vel = 0 0.0 302 0.0 9.362 K Factor =0 P2 125 0.0 1 N 7.0 8.000 150 9.579 to 0.0 7.000 -0.217 302 125.500 0.0 1.101 0.0 15.000 0 0.0 Vel = 0 0.0 302 0.0 9.362 K Factor =0 P3 114.500 4.90 12.96 1 2N 14.0 20.000 150 7.000 to 0 5.0 19.000 -0.217 200 115 12.96 1.101 0.0 39.000 0.0305 1.190 Vel= 4.37 0.0 200 12.96 7.973 K Factor = 4.59 P4 114.500 4.90 13.56 1 2N 14.0 2.000 150 7.659 to 0.0 14.000 -0.217 200 115 13.56 1.101 0.0 16.000 0.0332 0.531 Vel= 4.57 0.0 200 13.56 7.973 K Factor = 4.80 P5 114.500 0.0 1 2N 14.0 14.000 150 14.801 to P 1.0 15.000 -0.217 TI 115 0.0 1.101 0.0 29.000 0 0.0 Vel = 0 0.0 TI 0.0 14.584 K Factor = 0 P6 114.500 0.0 1 2N 14.0 6.000 150 14.801 to 0.0 14.000 -0.217 Ti 115 0.0 1.101 0.0 20.000 0 0.0 Vel = 0 0.0 Ti 0.0 14.584 K Factor = 0 200 115 26.53 I 0 5.0 16.000 150 7.973 to 2R 2.0 9.000 0.0 L3 115 26.53 1.101 2P 2.0 25.000 0.1147 2.868 Vel= 8.94 L3 115 -9.86 1 20 10.0 24.000 150 10.841 to 2R 2.0 12.000 0.0 L2 115 16.67 1.101 0.0 36.000 0.0486 1.750 Vel = 5.62 0.0 L2 16.67 12.591 K Factor = 4.70 L3 115 9.85 1 2N 14.0 85.000 150 10.841 to 4P 4.0 28.000 0.0 L4 115 9.85 1.101 20 10.0 113.000 0.0184 2.075 Vel= 3.32 L4 115 -14.95 I 2N 14.0 38.000 150 12.916 to 2P 2.0 22.000 0.0 L2 115 -5.1 1.101 0 5.0 60.000 -0.0054 -0.325 Vel = 1.72 R 1.0 L2 115 16.68 1 0 5.0 2.000 150 12.591 to 0.0 5.000 0.0 Li 115 11.58 1.101 0.0 7.000 0.0247 0.173 Vel = 3.90 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen-Williams ABSdLUTE FIRE PROTECTION Page 5 Polzin Residence Date 08/19/19 Nodel EIev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe **** Notes **** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf LI 115 0.0 I 2N 14.0 12.000 150 12.764 to 0 5.0 21.000 -4.548 303 125.500 11.58 1.101 2P 2.0 33.000 0.0248 0.817 VeI= 3.90 0.0 303 11.58 9.033 K Factor = 3.85 L4 115 14.95 1 30 15.0 26.000 150 12.916 to P 1.0 16.000 0.0 201 115 14.95 1.101 0.0 42.000 0.0397 1.668 VeI= 5.04 0.0 201 14.95 14.584 K Factor = 3.91 303 125.500 11.58 1.25 2N 16.0 16.000 150 9.033 to 2P 4.0 26.000 0.0 302 125.500 11.58 1.394 0 6.0 42.000 0.0078 0.329 VeI= 2.43 302 125.500 0.0 1.25 0 6.0 15.000 150 9.362 to 0.0 6.000 0.0 301 125.500 11.58 1.394 0.0 21.000 0.0079 0.165 VeI= 2.43 301 125.500 0.0 1.25 2N 16.0 18.000 150 9.527 to 20 12.0 29.000 0.0 300 125.500 11.58 1.394 R 1.0 47.000 0.0078 0.368 Vel = 2.43 300 125.500 0.0 1.25 N 8.0 10.000 150 9.895 to 0.0 8.000 4.548 201 115 11.58 1.394 0.0 18.000 0.0078 0,141 VeI= 2.43 201 115 14.95 1.25 0 6.0 10.000 150 14.584 to 0.0 6.000 4.331 100 105 26.53 1.394 0.0 16.000 0.0364 0.582 Vel = 5.58 0.0 100 26.53 19.497 KFactor= 6.01 Ti 115 0.0 1.25 0 6.0 12.000 150 14.584 to 2P 4.0 10.000 0.0 201 115 0.0 1.394 0.0 22.000 0 0.0 Vel =0 0.0 201 0.0 14.584 K Factor =0 100 105 26.53 1.25 4N 32.0 38.000 150 19.497 to 4P 8.0 42.000 0.0 101 105 26.53 1.394 2R 2.0 80.000 0.0364 2.908 Vel = 5.58 101 105 0.0 1.25 L 3.174 18.000 150 22.405 to 2N 16.0 23.174 0.0 R 105 26.53 1.394 2P 4.0 41.174 0.0364 1.497 Vel = 5.58 R 105 0.0 1.25 0 6.0 6.000 150 23.902 to 0.0 6.000 0.0 Ri 105 26.53 1.394 0.0 12.000 0.0363 0.436 Vel = 5.58 RI 105 0.0 1.25 N 8.0 15.000 150 24.338 to 0 6.0 35.046 7.331 * * Fixed Loss = 3 R2 95 26.53 1.394 2R 2.0 50.046 0.0364 1.820 VeI= 5.58 EgI 19.046 R2 95 H5 5.00 2 EqI 10.92 15.000 140 33.489 to 0.0 10.920 2.166 UI 90 31.53 1.985 0.0 25.920 0.0101 0.263 Vel = 3.27 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen-Williams ABSOLUTE FIRE PROTECTION Page 6 Polzin Residence Date 08/19/19 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pt/Ft Pt Ui 90 0.0 2 2N 22.0 65.000 to 2P 4.0 26.000 WM 85 31.53 2.003 0.0 91.000 WM 85 0.0 1 0.0 12.000 to 0.0 0.0 S 84 31.53 1.025 0.0 12.000 0.0 S 31.53 150 35.918 2.166 0.0086 0.779 Vel = 3.21 140 38.863 10.433 * * Fixed Loss = 10 0.2542 3.050 Vel = 12.26 52.346 K Factor = 4.36 Computer Programs by Hydratec Inc. Revision: 50.53.5 p2oc - Oj(S Hydraulic calculations using HydraCALC ABSOLUTE FIRE PROTECTION P0 BOX 113 LONG BARN, CA 95335 925-580-1926 Job Name : Poizin Residence Drawing Location Remote Area Contract Data File : REV#1 Upper Level Single Head Calc 18x18- 8-19-19.WXF Date/Time : 08/18/2019 - 10:19 PM Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C ABSOLUTE FIRE PROTECTION Page 1 Polzin Residence Date 08/19/19 City Water Supply: Demand: Cl - Static Pressure : 56.88 Dl - Elevation : 17.757 C2 - Residual Pressure: 50 D2 - System Flow :16.974 C2 - Residual Flow : 50 D2 - System Pressure : 49.521 Hose (Demand) : 5 D3 - System Demand : 21.974 Safety Margin : 5.856 150 140 130 p120 R11° E10° 90 S80 u 70 60 C2 E 50 40 Z -. - 30 Dl 20 -- 10 Li ..... ....I I I I _____________________________ . T7 ..... 10 20 30 40 50 60 70 80 90 FLOW (N 1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary ABSOLUTE FIRE PROTECTION Page 2 Polzin Residence Date 08/19/19 Fithng Legend Abbrev. Name 1/2 % 1 1% 11/2 2 21/2 3 3/2 4 5 6 8 10 12 14 16 18 20 24 L NFPA 13 Long Turn Elbow N * CPVC 90'Ell Harvel-Spears 0* CPVC Tee - Branch P * CPVC 45' Elbow R * CPVC Coupling Tee - Run 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 2 2 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 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. Revision: 50.53.5 Flow Summary - NFPA ABSOLUTE FIRE PROTECTION Page 3 Poizin Residence Date 08/19/19 SUPPLY ANAL YSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure S 56.88 50 50.0 55.377 21.97 49.521 NODE ANAL YSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes P1 125.0 4.9 12.0 16.97 P2 125.0 12.8 P3 114.5 17.69 P4 114.5 17.69 P5 114.5 18.04 P6 114.5 18.04 200 115.0 17.48 L3 115.0 17.48 L4 115.0 17.58 L2 115.0 17.44 Li 115.0 17.4 303 125.5 12.66 302 125.5 12.59 301 125.5 12.76 300 125.5 13.13 201 115.0 17.82 Ti 115.0 17.82 100 105.0 22.41 101 105.0 23.68 R 105.0 24.34 Ri 105.0 24.53 R2 95.0 32.66 5.0 U 90.0 34.96 WM 85.0 37.52 S 84.0 49.52 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen-Williams ABSOLUTE FIRE PROTECTION Page 4 Poizin Residence Date 08/19/19 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ***** Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf P1 125 4.90 16.97 1 N 7.0 9.000 150 12.000 to 0.0 7.000 -0.217 302 125.500 16.97 1.101 0.0 16.000 0.0503 0.804 Vel= 5.72 0.0 302 16.97 12.587 K Factor = 4.78 P2 125 0.0 1 N 7.0 8.000 150 12.804 to 0.0 7.000 -0.217 302 125.500 0.0 1.101 0.0 15.000 0 0.0 Vel = 0 0.0 302 0.0 12.587 K Factor =0 P3 114.500 0.0 1 2N 14.0 20.000 150 17.692 to 0 5.0 19.000 -0.217 200 115 0.0 1.101 0.0 39.000 0 0.0 Vel = 0 0.0 200 0.0 17.475 K Factor =0 P4 114.500 0.0 1 2N 14.0 2.000 150 17.692 to 0.0 14.000 -0.217 200 115 0.0 1.101 0.0 16.000 0 0.0 Vel =0 0.0 200 0.0 17.475 K Factor = 0 P5 114.500 0.0 1 2N 14.0 14.000 150 18.041 to P 1.0 15.000 -0.217 TI 115 0.0 1.101 0.0 29.000 0 0.0 Vel = 0 0.0 TI 0.0 17.824 K Factor =0 P6 114.500 0.0 I 2N 14.0 6.000 150 18.041 to 0.0 14.000 -0.217 Tl 115 0.0 1.101 0.0 20.000 0 0.0 Vel =0 0.0 ii 0.0 17.824 K Factor = 0 200 115 0.0 1 0 5.0 16.000 150 17.475 to 2R 2.0 9.000 0.0 L3 115 0.0 1.101 2P 2.0 25.000 0 0.0 Vel =0 L3 115 -1.99 1 20 10.0 24.000 150 17.475 to 2R 2.0 12.000 0.0 L2 115 -1.99 1.101 0.0 36.000 -0.0009 -0.034 Vel= 0.67 0.0 L2 -1.99 17.441 KFactor= -0.48 L3 115 1.99 1 2N 14.0 85.000 150 17.475 to 4P 4.0 28.000 0.0 L4 115 1.99 1.101 20 10.0 113.000 0.0010 0.108 Vel= 0.67 L4 115 -5.25 1 2N 14.0 38.000 150 17.583 to 2P 2.0 22.000 0.0 L2 115 -3.26 1.101 0 5.0 60.000 -0.0024 -0.142 Vel = 1.10 R 1.0 L2 115 -2.00 1 0 5.0 2.000 150 17.441 to 0.0 5.000 0.0 LI 115 -5.26 1.101 0.0 7.000 -0.0057 -0.040 Vel= 1.77 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen-Williams ABSOLUTE FIRE PROTECTION Page 5 Polzin Residence Date 08/19/19 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf LI 115 0.0 1 2N 14.0 12.000 150 17.401 to 0 5.0 21.000 -4.548 303 125.500 -5.26 1.101 2P 2.0 33.000 -0.0057 -0.189 Vel = 1,77 0.0 303 -5.26 12.664 K Factor= -1.48 L4 115 5.26 1 30 15.0 26.000 150 17.583 to P 1.0 16.000 0.0 201 115 5.26 1.101 0.0 42.000 0.0057 0.241 Vel= 1.77 0.0 201 5.26 17.824 K Factor= 1.25 303 125.500 -5.26 1.25 2N 16.0 16.000 150 12.664 to 2P 4.0 26.000 0.0 302 125.500 -5.26 1.394 0 6.0 42.000 -0.0018 -0.077 VeI= 1.11 302 125.500 16.98 1.25 0 6.0 15.000 150 12.587 to 0.0 6.000 0.0 301 125.500 11.72 1.394 0.0 21.000 0.0080 0.169 VeI= 2.46 301 125.500 0.0 1.25 2N 16.0 18.000 150 12.756 to 20 12.0 29.000 0.0 300 125.500 11.72 1.394 R 1.0 47.000 0.0080 0.376 Vel = 2.46 300 125.500 0.0 1.25 N 8.0 10.000 150 13.132 to 0.0 8.000 4.548 201 115 11.72 1.394 0.0 18.000 0.0080 0.144 Vel= 2.46 201 115 5.25 1.25 0 6.0 10.000 150 17.824 to 0.0 6.000 4.331 100 105 16.97 1.394 0.0 16.000 0.0159 0.255 VeI= 3.57 0.0 100 16.97 22.410 K Factor = 3.58 Ti 115 0.0 1.25 0 6.0 12.000 150 17.824 to 2P 4.0 10.000 0.0 201 115 0.0 1.394 0.0 22.000 0 0.0 Vel = 0 0.0 201 0.0 17.824 K Factor = 0 100 105 16.97 1.25 4N 32.0 38.000 150 22.410 to 4P 8.0 42.000 0.0 101 105 16.97 1.394 2R 2.0 80.000 0.0159 1.274 Vel = 3.57 101 105 0.0 1.25 L 3.174 18.000 150 23.684 to 2N 16.0 23.174 0.0 R 105 16.97 1.394 2P 4.0 41.174 0.0159 0.655 Vel = 3.57 R 105 0.0 1.25 0 6.0 6.000 150 24.339 to 0.0 6.000 0.0 RI 105 16.97 1.394 0.0 12.000 0.0159 0.191 Vel= 3.57 RI 105 0.0 1.25 N 8.0 15.000 150 24.530 to 0 6.0 35.046 7.331 **Fixed Loss ..3 R2 95 16.97 1.394 2R 2.0 50.046 0.0159 0.797 Vel = 3.57 Egl 19.046 R2 95 H5 5.00 2 EqI 10.92 15.000 140 32.658 to 0.0 10.920 2.166 Ui 90 21.97 1.985 0.0 25.920 0.0052 0.134 Vel= 2.28 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen-Williams ABSOLUTE FIRE PROTECTION Page 6 Polzin Residence Date 08/19/19 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf Ui 90 to WM 85 WM 85 to S 84 S 0.0 2 2N 22.0 65.000 2P 4.0 26.000 21.97 2.003 0.0 91.000 0.0 1 0.0 12.000 0.0 0.0 21.97 1.025 0.0 12.000 0.0 21.97 150 34.958 2.166 0.0044 0.400 Vel = 2.24 140 37.524 10.433 * * Fixed Loss = 10 0.1303 1.564 Vel= 8.54 49.521 K Factor = 3.12 Computer Programs by Hydratec Inc. Revision: 50.53.5 0 1 (7S Hydraulic calculations using HydraCALC ABSOLUTE FIRE PROTECTION P0 BOX 113 LONG BARN, CA 95335 925-580-1926 Job Name : Polzin Residence Drawing Location Remote Area Contract Data File : REV#1_Upper Level 2 Head Calc - 8-19-19.WXF Date/Time : 08/18/2019 - 10:17 PM Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C ABSOLUTE FIRE PROTECTION Page 1 Polzin Residence Date 08/19/19 City Water Supply: Demand: Cl - Static Pressure : 56.88 Dl - Elevation : 17.757 C2 - Residual Pressure: 50 D2 - System Flow : 25.955 C2 - Residual Flow : 50 D2 - System Pressure : 50.673 Hose (Demand) : 5 D3 - System Demand : 30.955 Safety Margin : 3.374 150 140 130 p120 R11° E10° S90 s 80 U 70 R 60 C2 E 50 - _____ _______ _________ ___________ 40 -. 30 Dl 20 • .I 10 I I - I 10 20 30 40 50 60 70 80 90 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Revision: 5053.5 Fittings Used Summary ABSOLUTE FIRE PROTECTION Page 2 Polzin Residence Date 08/19/19 Fitbng Legend Abbrev. Name 1/2 % 1 1% 11/2 2 2/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 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 N* CPVC9OEllHarvel-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 * CPVC45Elbow 1 1 1 2 2 2 3 4 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 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. Revision: 50.53.5 Flow'Summary - NFPA ABSOLUTE FIRE PROTECTION Page 3 Polzin Residence Date 08/19/19 SUPPLY ANAL YSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure S 56.88 50 50.0 54.046 30.96 50.673 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes P1 125.0 4.9 7.0 12.96 P2 125.0 4.9 7.03 12.99 P3 114.5 12.78 P4 114.5 12.78 P5 114.5 13.55 P6 114.5 13.55 200 115.0 12.57 L3 115.0 12.57 L4 115.0 12.8 L2 115.0 12.49 Li 115.0 12.4 303 125.5 7.44 302 125.5 7.27 301 125.5 7.64 300 125.5 8.47 201 115.0 13.33 TI 115.0 13.33 100 105.0 18.22 101 105.0 21.02 R 105.0 22.45 RI 105.0 22.87 R2 95.0 31.95 5.0 U 90.0 34.37 WM 85.0 37.29 S 84.0 50.67 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final- Calculations: Hazen-Williams ABSOLUTE FIRE PROTECTION Page 4 Poizin Residence Date 08/19/19 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf P1 125 4.90 12.96 1 N 7.0 9.000 150 7.000 to 0.0 7.000 -0.217 302 125.500 12.96 1.101 0.0 16.000 0.0306 0.489 Vel= 4.37 0.0 302 12.96 7.272 K Factor = 4.81 P2 125 4.90 12.99 1 N 7.0 8.000 150 7.029 to 0.0 7.000 -0.217 302 125.500 12.99 1.101 0.0 15.000 0.0307 0.460 Vel= 4.38 0.0 302 12.99 7.272 K Factor = 4.82 P3 114.500 0.0 1 2N 14.0 20.000 150 12.783 to 0 5.0 19.000 -0.217 200 115 0.0 1.101 0.0 39.000 0 0.0 Vel= 0 0.0 200 0.0 12.566 K Factor =0 P4 114.500 0.0 1 2N 14.0 2.000 150 12.783 to 0.0 14.000 -0.217 200 115 0.0 1.101 0.0 16.000 0 0.0 Vel = 0 0.0 200 0.0 12.566 K Factor =0 P5 114.500 0.0 1 2N 14.0 14.000 150 13.549 to P 1.0 15.000 -0.217 Ti 115 0.0 1.101 0.0 29.000 0 0.0 Vel = 0 0.0 Ti 0.0 13.332 K Factor =0 P6 114.500 0.0 1 2N 14.0 6.000 150 13.549 to 0.0 14.000 -0.217 Ti 115 0.0 1.101 0.0 20.000 0 0.0 VeI=0 0.0 Ti 0.0 13.332 K Factor = 0 200 115 0.0 1 0 5.0 16.000 150 12.566 to 2R 2.0 9.000 0.0 L3 115 0.0 1.101 2P 2.0 25.000 0 0.0 Vel = 0 L3 115 -3.05 1 20 10.0 24.000 150 12.566 to 2R 2.0 12.000 0.0 L2 115 -3.05 1.101 0.0 36.000 -0.0021 -0.075 VeI= 1.03 0.0 L2 -3.05 12.491 K Factor= -0.86 L3 115 3.05 1 2N 14.0 85.000 150 12.566 to 4P 4.0 28.000 0.0 L4 115 3.05 1.101 20 10.0 113.000 0.0021 0.237 Vel= 1.03 L4 115 -8.04 1 2N 14.0 38.000 150 12.803 to 2P 2.0 22.000 0.0 L2 115 -4.99 1.101 0 5.0 60.000 -0.0052 -0.312 Vel = 1.68 R 1.0 L2 115 -3.05 1 0 5.0 2.000 150 12.491 to 0.0 5.000 0.0 LI 115 -8.04 1.101 0.0 7.000 -0.0127 -0.089 Vel= 2.71 Computer Programs by Hydratec Inc. Revision: 50.53.5 Fint Calculations: Hazen-Williams ABSOLUTE FIRE PROTECTION Page 5 Poizin Residence Date 08/19/19 Nodel Etevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ***** Notes Node2 Etev2 Fact Qt Act Eqiv Len Total P1/Ft P1 LI 115 0.0 1 2N 14.0 12.000 150 12.402 to 0 5.0 21.000 -4.548 303 125.500 -8.04 1.101 2P 2.0 33.000 -0.0126 -0.415 Vet = 2.71 0.0 303 -8.04 7.439 K Factor = -2.95 L4 115 8.04 1 30 15.0 26.000 150 12.803 to P 1.0 16.000 0.0 201 115 8.04 1.101 0.0 42.000 0.0126 0.529 Vet = 2.71 0.0 201 8.04 13.332 K Factor = 2.20 303 125.500 -8.04 1.25 2N 16.0 16.000 150 7.439 to 2P 4.0 26.000 0.0 302 125.500 -8.04 1.394 0 6.0 42.000 -0.0040 -0.167 Vet = 1.69 302 125.500 25.96 1.25 0 6.0 15.000 150 7.272 to 0.0 6.000 0.0 301 125.500 17.92 1.394 0.0 21.000 0.0176 0.369 Vet = 3.77 301 125.500 0.0 1.25 2N 16.0 18.000 150 7.641 to 20 12.0 29.000 0.0 300 125.500 17.92 1.394 R 1.0 47.000 0.0176 0.827 VeI= 3.77 300 125.500 0.0 1.25 N 8.0 10.000 150 8.468 to 0.0 8.000 4.548 201 115 17.92 1.394 0.0 18.000 0.0176 0.316 Vet = 3.77 201 115 8.04 1.25 0 6.0 10.000 150 13.332 to 0.0 6.000 4.331 100 105 25.96 1.394 0.0 16.000 0.0349 0.559 Vet = 5.46 0.0 100 25.96 18.222 K Factor = 6.08 Ti 115 0.0 1.25 0 6.0 12.000 150 13.332 to 2P 4.0 10.000 0.0 201 115 0.0 1.394 0.0 22.000 0 0.0 Vet = 0 0.0 201 0.0 13.332 K Factor =0 100 105 25.96 1.25 4N 32.0 38.000 150 18.222 to 4P 8.0 42.000 0.0 101 105 25.96 1.394 2R 2.0 80.000 0.0349 2.794 Vet= 5.46 101 105 0.0 1.25 L 3.174 18.000 150 21.016 to 2N 16.0 23.174 0.0 R 105 25.96 1.394 2P 4.0 41.174 0.0349 1.438 Vet= 5.46 R 105 0.0 1.25 0 6.0 6.000 150 22.454 to 0.0 6.000 0.0 Ri 105 25.96 1.394 0.0 12.000 0.0349 0.419 Vet = 5.46 Ri 105 0.0 1.25 N 8.0 15.000 150 22.873 to 0 6.0 35.046 7.331 * * Fixed Loss = 3 R2 95 25.96 1.394 2R 2.0 50.046 0.0349 1.748 Vet = 5,46 Egt 19.046 R2 95 H5 5.00 2 Eqt 10.92 15.000 140 31.952 to 0.0 10.920 2.166 UI 90 30.96 1.985 0.0 25.920 0.0098 0.254 Vet= 3.21 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen-Williams ABSOLUTE FIRE PROTECTION Page 6 Polzin Residence Date 08/19/19 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqiv Len Total P1/Ft P1 Ui 90 0.0 2 2N 22.0 65.000 150 34.372 to 2P 4.0 26.000 2.166 WM 85 30.96 2.003 0.0 91.000 0.0083 0.753 Vel = 3.15 WM 85 0.0 1 0.0 12.000 140 37.291 to 0.0 0.0 10.433 * * Fixed Loss = 10 S 84 30.96 1.025 0.0 12.000 0.2458 2.949 VeI= 12.04 0.0 S 30.96 50.673 K Factor= 4.35 Computer Programs by Hydratec Inc. Revision: 50.53.5