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HomeMy WebLinkAbout5440 GRAND PACIFIC DR; ; FPC2017-0106; PermitPERMIT REPORT (ity of Carlsbad Print Date: 10/15/2021 Job Address: 5440 GRAND PACIFIC DR, CARLSBAD, CA 92008-4723 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel U: Track U: Valuation: $0.00 Lot U: Occupancy Group: Project U: #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Project Title: Description: SHERATON GUESTROOMS PHASE 1- SPRINKLER (630 TOTAL HEADS) NFPA 13 SYSTEM >100 HEADS NFPA 13 SYSTEM <100 HEADS Applicant: SOUTHERN CALIFORNIA FIRE 26542 CORTINA DR MISSION VIEJO, CA 92691-5427 (949) 433-3473 Permit No: FPC2017-0106 Status: Closed - Finaled Applied: 04/27/2017 Issued: 09/21/2017 Finaled Close Out: 08/11/2021 Inspector: Final Inspection: FEE AMOUNT FIRE NFPA 13 System < 100 heads $601.00 FIRE NFPA 13 System> 100 heads (includes 1 riser) $832.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $165.00 Total Fees: $1,598.00 Total Payments To Date: $1,598.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov ... Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 26542 CORTINA DR MISSION VIEJO, CA 92691 949-433-3473 Job Name Sheraton Pool Houese- Roof Attic Building : FP-5 Location : 5440 Grand Pacific Dr., Carlsbad, CA System : N/A Contract : N/A Data File : Sheraton- Pool House Attic Hyd Calc.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Sheraton Pool Houese- Roof Attic Date 8-29-17 HYDRAULIC CALCULATIONS for Project name: Sheraton Pool House (ATTIC CALC.) Location: 5440 Grand Pacific Dr., Carlsbad, CA Drawing no: FP-5 Date: 8-29-17 Design Remote area number: N/A Remote area location: ATTIC Occupancy classification: LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: Entire Area - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: UPRIGHT SPRK. No. of sprinklers calculated: 10 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 240.14 -GPM @ 68.06 - Psi Type of system: WET SYSTEM Volume of dry or preaction system: N/A - Gal Water supply information Date: 4-6-17 Location: AT SITE Source: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Name of contractor: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Address: 26542 CORTINA DR., MISSION VIEJO, CA 92691 Phone number: 949-433-3473 Name of designer: D.N.A. Authority having jurisdiction: CARLSBAD FIRE PREVENTION Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) SOUTHERN CALIFORNIA FIRE PROT. Page 2 Sheraton Pool Houese- Roof Attic Date 8-29-17 City Water Supply: Demand: Cl - Static Pressure : 77.4 Dl - Elevation : 4.114 C2 - Residual Pressure: 67.5 D2 - System Flow : 140.144 C2 - Residual Flow : 1245 D2 - System Pressure : 69.063 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 240.144 Safety Margin : 7.865 150 140 130 p120 R11° E10° Cl S90 S80 - C2 u 70 - ____ p R 60 3- E 50 40 30 20 I I I 10 I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N ' 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary SOUTHERN CALIFORNIA FIRE PROT. Page 3 Sheraton Pool Houese- Roof Attic Date 8-29-17 Fitting Legend Abbrev. Name % % 1 1/4 1/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 K Generic Detector Check Valve 0 0 0 0 0 0 0 14 0 14 0 36 55 45 0 0 0 0 0 0 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 I 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD * SOUTHERN CALIFORNIA FIRE PROT. Page 4 Sheraton Pool Houese- Roof Attic Date 8-29-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. P1 9.5 4.2 8.16 na 12.0 0.1 120 7.1 P2 9.5 4.2 8.23 na 12.05 0.1 120 7.1 P3 9.5 4.2 8.22 na 12.04 0.1 120 7.1 P4 9.5 4.2 8.33 na 12.12 0.1 120 7.1 P5 9.5 4.2 9.54 na 12.97 0.1 120 7.1 P6 9.5 4.2 9.67 na 13.06 0.1 120 7.1 P7 9.5 4.2 12.73 na 14.99 0.1 120 7.1 P8 9.5 4.2 12.9 na 15.09 0.1 120 7.1 P9 9.5 4.2 16.46 na 17.04 0.1 120 7.1 P10 9.5 4.2 20.01 na 18.79 0.1 120 7.1 1 9.5 8.57 na 2 9.5 8.62 na 3 9.5 8.85 na 4 9.5 10.27 na 5 9.5 13.68 na 6 9.5 17.2 na 7 9.5 21.18 na 8 9.5 29.26 na 12 9.5 49.53 na 11 9.5 49.53 na 10 9.5 49.53 na 9 9.5 49.53 na TR 9.5 57.23 na GR -1.58 65.36 na BR -10.0 69.35 na BR1 -3.0 66.56 na UG -3.0 66.59 na 100.0 UG1 -3.0 67.48 na CTY 0.0 69.06 na The maximum velocity is 27.53 and it occurs in the pipe between nodes 7 and 8 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 5 Sheraton Pool Houese- Roof Attic Date 8-29-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn P1 12.00 1.049 2E 4.0 4.130 8.163 K Factor= 4.20 to 120.0 0.0 4.000 0.0 1 12.0 0.0506 0.0 8.130 0.411 Vel = 4.45 0.0 12.00 8.574 KFactor= 4.10 P2 12.05 1.049 1E 2.0 0.500 8.235 K Factor 4.20 to 120.0 iT 5.0 7.000 0.0 2 12.05 0.0509 0.0 7.500 0.382 Vel = 4.47 0.0 12.05 8.617 K Factor = 4.10 P3 12.04 1.049 1E 2.0 5.420 8.215 K Factor 4.20 to 120.0 iT 5.0 7.000 0.0 3 12.04 0.0509 0.0 12.420 0.632 Vel = 4.47 0.0 12.04 8.847 K Factor = 4.05 P4 12.12 1.049 1E 2.0 3.080 8.328 K Factor 4.20 to 120.0 IT 5.0 7.000 0.0 3 12.12 0.0515 0.0 10.080 0.519 Vel = 4.50 0.0 12.12 8.847 K Factor = 4.07 P5 12.97 1.049 1 E 2.0 5.420 9.540 K Factor = 4.20 to 120.0 iT 5.0 7.000 0.0 4 12.97 0.0584 0.0 12.420 0.725 Vel = 4.81 0.0 12.97 10.265 K Factor = 4.05 P6 13.06 1.049 1E 2.0 3.080 9.669 K Factor = 4.20 to 120.0 11 5.0 7.000 0.0 4 13.06 0.0591 0.0 10.080 0.596 Vel = 4.85 0.0 13.06 10.265 K Factor = 4.08 P7 14.99 1.049 1E 2.0 5.420 12.733 K Factor 4.20 to 120.0 11 5.0 7.000 0.0 5 14.99 0.0763 0.0 12.420 0.948 Vel = 5.56 0.0 14.99 13.681 KFactor= 4.05 P8 15.09 1.049 1E 2.0 3.080 12.902 K Factor =4.20 to 120.0 iT 5.0 7.000 0.0 5 15.09 0.0773 0.0 10.080 0.779 Vel = 5.60 0.0 15.09 13.681 KFactor = 4.08 P9 17.04 1.049 1E 2.0 0.710 16.455 K Factor = 4.20 to 120.0 iT 5.0 7.000 0.0 6 17.04 0.0968 0.0 7.710 0.746 Vel = 6.33 0.0 17.04 17.201 KFactor= 4.11 PlO 18.79 1.049 1E 2.0 3.080 20.014 K Factor =4.20 to 120.0 iT 5.0 7.000 0.0 7 18.79 0.1160 0.0 10.080 1.169 Vel= 6.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 6 Sheraton Pool Houese- Roof Attic Date 8-29-17 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 18.79 21.183 KFactor = 4.08 1 12.00 1.442 0.0 3.960 8.574 to 120.0 0.0 0.0 0.0 2 12.0 0.0109 0.0 3.960 0.043 Vet = 2.36 2 12.05 1.442 0.0 5.920 8.617 to 120.0 0.0 0.0 0.0 3 24.05 0.0389 0.0 5.920 0.230 Vet = 4.72 3 24.16 1.442 0.0 10.080 8.847 to 120.0 0.0 0.0 0.0 4 48.21 0.1407 0.0 10.080 1.418 Vet = 9.47 4 26.03 1.442 0.0 10.920 10.265 to 120.0 0.0 0.0 0.0 5 74.24 0.3128 0.0 10.920 3.416 Vet = 14.58 5 30.08 1.442 0.0 6.000 13.681 to 120.0 0.0 0.0 0.0 6 104.32 0.5867 0.0 6.000 3.520 Vet = 20.49 6 17.03 1.442 0.0 5.130 17.201 to 120.0 0.0 0.0 0.0 7 121.35 0.7762 0.0 5.130 3.982 Vel = 23.84 7 18.79 1.442 iT 7.432 0.540 21.183 to 120.0 0.0 7.432 0.0 8 140.14 1.0132 0.0 7.972 8.077 Vet = 27.53 8 0.0 1.442 iT 7.432 12.580 29.260 to 120.0 0.0 7.432 0.0 9 140.14 1.0131 0.0 20.012 20.274 Vet = 27.53 0.0 140.14 49.534 KFactor= 19.91 12 0.0 1.442 iT 7.432 18.580 49.534 to 120.0 0.0 7.432 0.0 11 0.0 0.0 0.0 26.012 0.0 Vet = 0 11 0.0 1.442 iT 7.432 42.540 49.534 to 120.0 0.0 7.432 0.0 10 0.0 0.0 0.0 49.972 0.0 Vet = 0 10 0.0 1.442 iT 7.432 6.000 49.534 to 120.0 0.0 7.432 0.0 9 0.0 0.0 0.0 13.432 0.0 Vet = 0 9 140.14 1.442 IE 3.716 3.880 49.534 to 120.0 0.0 3.716 0.0 TR 140.14 1.0130 0.0 7.596 7.695 Vet 27.53 TR 0.0 2.157 iT 12.307 11.080 57.229 to 120.0 0.0 12.307 4.799 GR 140.14 0.1426 0.0 23.387 3.334 Vel = 12.30 GR 0.0 4.26 1 15.8 7.330 65.362 to 120.0 1S 28.968 57.935 3.647 BR 140.14 0.0052 1E 13.167 65.265 0.338 Vet = 3.15 BR 0.0 4.26 3E 39.501 7.000 69.347 to 120.0 0.0 39.501 -3.032 BR1 140.14 0.0052 0.0 46.501 0.241 Vet = 3.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 7 Sheraton Pool Houese- Roof Attic Date 8-29-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf .Pn BR1 0.0 4.1 0.0 7.000 66.556 to 140.0 0.0 0.0 0.0 UG 140.14 0.0047 0.0 7.000 0.033 Vel = 3.41 UG 100.00 3.63 1E 9.126 33.000 66.589 Qa= 100 to 150.0 1 1.825 10.951 0.0 UG1 240.14 0.0202 0.0 43.951 0.890 VeI= 7.44 UG1 0.0 3.63 1G 1.825 91.250 67.479 to 150.0 2E 18.253 51.106 -1.299 CTY 240.14 0.0203 iT 18.253 142.356 2.883 Vel = 7.44 1K 12.777 0.0 240.14 69.063 KFactor 28.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 26542 CORTINA DR MISSION VIEJO, CA 92691 949-433-3473 Job Name : Sheraton Guest- 4 Head Calc Building : FP-5 Location : 5440 Grand Pacific Dr., Carlsbad, CA System : N/A Contract N/A Data File Sheraton- Guest 4 Head Hyd Calc.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Sheraton Guest- 4 Head Caic Date 8-28-17 HYDRAULIC CALCULATIONS for Project name: Sheraton Guest Rms. (4 HEAD CALC.)-4rd FL. Location: 5440 Grand Pacific Dr., Carlsbad, CA Drawing no: FP-5 Date: 8-29-17 Design Remote area number: N/A Remote area location: N/A Occupancy classification: LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: 4 HEAD - SqFt Coverage per sprinkler: 196 - SqFt Type of sprinklers calculated: RESIDENTIAL SEMI-REC. SPRK. No. of sprinklers calculated: 4 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 182.04 -GPM @ 70.15 - Psi Type of system: WET SYSTEM Volume of dry or preaction system: N/A - Gal Water supply information Date: 4-6-17 Location: AT SITE Source: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Name of contractor: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Address: 26542 CORTINA DRIVE, MISSION VIEJO, CA 92691 Phone number: 949-433-3473 Name of designer: D.N.A. Authority having jurisdiction: CARLSBAD FIRE PREVENTION Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) SOUTHERN CALIFORNIA FIRE PROT. Page 2 Sheraton Guest- 4 Head Calc Date 8-28-17 City Water Supply: Demand: Cl - Static Pressure : 77.4 Dl - Elevation : 16.891 C2 - Residual Pressure: 67.5 D2 - System Flow : 82.048 C2 - Residual Flow : 1245 D2 - System Pressure : 70.157 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 182.048 Safety Margin : 6.960 150 140 130 P 120 R11° E10° 90 580 : C2 U 70 - _____ _______ _________ ___________ p R 60 -_ E5° -- 40 -- 30 20 -- Dl 10 I I -- I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary SOUTHERN CALIFORNIA FIRE PROT. Page 3 Sheraton Guest- 4 Head Caic Date 8-28-17 Fitting Legend Abbrev. Name % % 1 1% 11/2 2 21,4 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 K Generic Detector Check Valve 0 0 0 0 0 0 0 14 0 14 0 36 55 45 0 0 0 0 0 0 N CPVC9OEllHarvel-Spears 7 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 CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 I 90 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD SOUTHERN CALIFORNIA FIRE PROT. Page 4 Sheraton Guest- 4 Head Caic Date 8-28-17 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. Si 39.0 4.9 16.0 na 19.6 0.1 196 7.0 S2 39.0 4.9 18.71 na 21.2 0.1 196 7.0 S3 39.0 4.9 16.36 na 19.82 0.1 196 7.0 S4 39.0 4.9 19.13 na 21.43 0.1 196 7.0 1 39.5 17.3 na 2 39.5 19.31 na 3 39.5 17.69 na 4 . 39.5 19.75 na 5 39.5 22.45 na 6 39.5 22.94 na 12A 39.5 28.17 na FRi 39.5 37.98 na 7 39.5 37.73 na 8 39.5 36.87 na 9 39.5 35.52 na 10 39.5 35.14 na ii 39.5 33.3 na 12 39.5 33.0 na 13 39.5 36.32 na 14 39.5 38.95 na 15 39.5 . 41.59 na 20 39.5 25.05 na 19 39.5 33.43 na 18 39.5 35.86 na 17 39.5 39.57 na 16 39.5 42.18 na TR 39.5 49.44 na 16A 39.5 42.42 na 16X 39.5 42.42 na TR1 29.5 43.32 na Ti 29.5 44.76 na T2 29.5 47.17 na T3 29.5 48.44 na TR2 29.5 53.58 na FR2 10.5 61.83 na Fl 10.5 61.85 na F2 10.5 61.87 na F3 10.5 61.88 na F4 10.5 61.89 na F5 10.5 61.91 na F6 10.5 61.92 na F7 10.5 61.95 na F8 10.5 61.96 na F9 10.5 62.01 na FR 9.5 62.46 na GR 9.5 62.46 na BR 2.5 68.56 na AG 0.5 69.46 na UG -3.0 70.98 na 100.0 UGi -3.0 71.12 na FDX -3.0 71.26 na CTY 0.0 70.16 na The maximum velocity is 22.06 and it occurs in the pipe between nodes 4 and 6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final. Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 5 Sheraton Guest- 4 Head Caic Date 8-28-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Si 19.60 0.874 1 7.0 0.500 16.000 K Factor 4.90 to 150.0 0.0 7.000 -0.217 1 19.6 0.2019 0.0 7.500 1.514 Vel = 10.48 0.0 19.60 17.297 K Factor = 4.71 S2 21.20 0.874 10 3.0 0.500 18.715 K Factor 4.90 to 150.0 0.0 3.000 -0.217 2 21.2 0.2334 0.0 3.500 0.817 Vel = 11.34 0.0 21.20 19.315 K Factor = 4.82 S3 19.82 0.874 1 7.0 0.500 16.359 K Factor 4.90 to 150.0 0.0 7.000 -0.217 3 19.82 0.2060 0.0 7.500 1.545 Vel = 10.60 0.0 19.82 17.687 KFactor 4.71 S4 21.43 0.874 10 3.0 0.500 19.130 K Factor =4.90 to 150.0 0.0 3.000 -0.217 4 21.43 0.2380 0.0 3.500 0.833 Vel = 11.46 0.0 21.43 19.746 K Factor = 4.82 1 19.60 0.874 1R 1.0 9.000 17.297 to 150.0 0.0 1.000 0.0 2 19.6 0.2018 0.0 10.000 2.018 Vel = 10.48 2 21.20 0.874 10 3.0 1.000 19.315 to 150.0 0.0 3.000 0.0 5 40.8 0.7832 0.0 4.000 3.133 Vel = 21.82 0.0 40.80 22.448 K Factor = 8.61 3 19.82 0.874 1R 1.0 9.000 17.687 to 150.0 0.0 1.000 0.0 4 19.82 0.2059 0.0 10.000 2.059 Vel = 10.60 4 21.43 0.874 10 3.0 1.000 19.746 to 150.0 0.0 3.000 0.0 6 41.25 0.7995 0.0 4.000 3.198 Vel = 22.06 0.0 41.25 22.944 KFactor= 8.61 5 11.79 1.101 3R 3.0 16.380 22.448 to 150.0 0.0 3.000 0.0 6 11.79 0.0256 0.0 19.380 0.496 Vel = 3.97 6 41.25 1.101 1R 1.0 6.630 22.944 to 150.0 10 5.0 6.000 0.0 12A 53.04 0.4135 0.0 12.630 5.222 Vel = 17.87 12A -30.40 1.101 1OR 10.0 99.630 28.166 to 150.0 10 5.0 15.000 0.0 FRi 22.64 0.0856 0.0 114.630 9.810 Vel = 7.63 FRi -34.02 1.101 10 5.0 5.460 37.976 to 150.0 0.0 5.000 0.0 7 -11.38 -0.0239 0.0 10.460 -0.250 Vel = 3.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 6 Sheraton Guest- 4 Head Caic Date 8-28-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11G.or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 0.0 1.101 3R 3.0 27.750 37.726 to 150.0 10 5.0 8.000 0.0 8 -11.38 -0.0240 0.0 35.750 -0.858 Vel = 3.83 8 0.0 1.101 8R 8.0 43.330 36.868 to 150.0 10 5.0 13.000 0.0 9 -11.38 -0.0240 0.0 56.330 -1.350 Vel = 3.83 9 0.0 1.101 1R 1.0 7.750 35.518 to 150.0 IN 7.0 8.000 0.0 10 -11.38 -0.0240 0.0 15.750 -0.378 Vel = 3.83 10 0.0 1.101 1OR 10.0 61.670 35.140 to 150.0 10 5.0 15.000 0.0 11 -11.38 -0.0240 0.0 76.670 -1.838 Vel = 3.83 11 0.0 1.101 10 5.0 7.750 33.302 to 150.0 0.0 5.000 0.0 12 -11.38 -0.0239 0.0 12.750 -0.305 Vel = 3.83 12 -19.02 1.101 10 5.0 27.710 32.997 to 150.0 0.0 5.000 0.0 12A -30.4 -0.1477 0.0 32.710 -4.831 Vel = 10.24 0.0 -30.40 28.166 K Factor = -5.73 12 19.02 1.101 9R 9.0 44.500 32.997 to 150.0 0.0 9.000 0.0 13 19.02 0.0620 0.0 53.500 3.318 Vel = 6.41 13 0.0 1.101 9R 9.0 33.500 36.315 to 150.0 0.0 9.000 0.0 14 19.02 0.0620 0.0 42.500 2.637 Vel = 6.41 14 0.0 1.101 5R 5.0 30.540 38.952 to 150.0 IN 7.0 12.000 0.0 15 19.02 0.0620 0.0 42.540 2.638 Vel = 6.41 15 0.0 1.101 10 5.0 4.460 41.590 to 150.0 0.0 5.000 0.0 16 19.02 0.0621 0.0 9.460 0.587 Vel = 6.41 0.0 19.02 42.177 K Factor = 2.93 5 29.00 1.101 3R 3.0 16.250 22.448 to 150.0 0.0 3.000 0.0 20 29.0 0.1353 0.0 19.250 2.605 Vel = 9.77 20 0.0 1.101 8R 8.0 48.920 25.053 to 150.0 10 5.0 13.000 0.0 19 29.0 0.1353 0.0 61.920 8.379 Vel = 9.77 19 0.0 1.101 1 7.0 10.960 33.432 to 150.0 0.0 7.000 0.0 18 29.0 0.1354 0.0 17.960 2.431 Vel = 9.77 18 0.0 1.101 2R 2.0 20.370 35.863 to 150.0 10 5.0 7.000 0.0 17 29.0 0.1353 0.0 27.370 3.703 Vel = 9.77 17 0.0 1.101 2R 2.0 12.290 39.566 to 150.0 10 5.0 7.000 0.0 16 29.0 0.1354 0.0 19.290 2.611 Vel = 9.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final.Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 7 Sheraton Guest- 4 Head Caic Date 8-28-17 Hyd. Ref. Qa Dia. 'C" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 19.03 1.394 0.0 2.210 42.177 to 150.0 0.0 0.0 0.0 16X 48.03 0.1090 0.0 2.210 0.241 Vel = 10.10 0.0 48.03 42.418 K Factor = 7.37 TR 48.03 4.26 0.0 29.000 49.442 to 120.0 0.0 0.0 12.993 FR 48.03 0.0007 0.0 29.000 0.020 Vel = 1.08 0.0 48.03 62.455 K Factor = 6.08 16A 0.0 1.442 IT 7.432 1.790 42.418 to 120.0 0.0 7.432 0.0 16X 0.0 0.0 0.0 9.222 0.0 Vel = 0 16X 48.03 1.38 lFsp 0.0 9.250 42.418 to 120.0 IS 7.0 14.000 3.000 * Fixed loss = 3 TR 48.03 0.1731 1G 1.0 23.250 4.024 Vel = 10.30 IT 6.0 0.0 48.03 49.442 K Factor = 6.83 FRi 34.02 1.442 1E 3.716 10.000 37.976 to 120.0 0.0 3.716 4.331 TRI 34.02 0.0739 0.0 13.716 1.013 Vel = 6.68 TR1 0.0 1.442 1E 3.716 15.830 43.320 to 120.0 0.0 3.716 0.0 Ti 34.02 0.0738 0.0 19.546 1.443 Vel = 6.68 Ti 0.0 1.442 1E 3.716 28.830 44.763 to 120.0 0.0 3.716 0.0 T2 34.02 0.0738 0.0 32.546 2.402 Vel = 6.68 12 0.0 1.442 1 3.716 13.500 47.165 to 120.0 0.0 3.716 0.0 T3 34.02 0.0738 0.0 17.216 1.271 Vel = 6.68 T3 0.0 1.442 1E 3.716 8.000 48.436 to 120.0 IT 7.432 21.058 3.000 * Fixed loss 3 TR2 34.02 0.0739 lFsp 0.0 29.058 2.146 Vel = 6.68 1 1.239 IS 8.671 TR2 0.0 4.26 1 26.334 19.000 53.582 to 120.0 0.0 26.334 8.229 FR2 34.02 0.0004 0.0 45.334 0.017 Vel = 0.77 FR2 0.0 4.26 3E 39.501 21.580 61.828 to 120.0 0.0 39.501 0.0 Fl 34.02 0.0004 0.0 61.081 0.023 Vel = 0.77 Fl 0.0 4.26 1 13.167 30.500 61.851 to 120.0 0.0 13.167 0.0 F2 34.02 0.0004 0.0 43.667 0.016 Vel = 0.77 F2 0.0 4.26 1 .13.167 14.000 61.867 to 120.0 0.0 13.167 0.0 F3 34.02 0.0004 0.0 27.167 0.010 Vel = 0.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 8 Sheraton Guest- 4 Head Catc Date 8-28-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. foci.or Ftngs Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F3 0.0 4.26 1E 13.167 33.000 61.877 to 120.0 0.0 13.167 0.0 F4 34.02 0.0004 0.0 46.167 0.018 VeI= 0.77 F4 0.0 4.26 1E 13.167 32.580 61.895 to 120.0 0.0 13.167 0.0 F5 34.02 0.0004 0.0 45.747 0.017 Vet = 0.77 F5 0.0 4.26 1E 13.167 10.000 61.912 to 120.0 0.0 13.167 0.0 F6 34.02 0.0004 0.0 23.167 0.009 Vet = 0.77 F6 0.0 4.26 1E 13.167 70.000 61.921 to 120.0 0.0 13.167 0.0 F7 34.02 0.0004 0.0 83.167 0.031 Vet = 0.77 F7 0.0 4.26 1E 13.167 10.000 61.952 to 120.0 0.0 13.167 0.0 F8 34.02 0.0004 0.0 23.167 0.009 Vet = 0.77 F8 0.0 4.26 1E 13.167 119.000 61.961 to 120.0 0.0 13.167 0.0 F9 34.02 0.0004 0.0 132.167 0.050 Vet = 0.77 F9 0.0 4.26 iT 26.334 3.750 62.011 to 120.0 0.0 26.334 0.433 FR 34.02 0.0004 0.0 30.084 0.011 Vet = 0.77 FR 48.03 4.26 0.0 1.000 62.455 to 120.0 0.0 0.0 0.0 GR 82.05 0.0020 0.0 1.000 0.002 Vet = 1.85 GR 0.0 4.26 lFsp 0.0 7.000 62.457 to 120.0 iS 28.968 28.968 6.032 * Fixed loss = 3 BR 82.05 0.0019 0.0 35.968 0.069 Vel = 1.85 BR 0.0 4.1 IE 14.534 5.000 68.558 to 140.0 0.0 14.534 0.866 AG 82.05 0.0018 0.0 19.534 0.035 Vet = 1.99 AG 0.0 6.16 1E 20.084 17.580 69.459 to 140.0 0.0 20.084 1.516 UG 82.05 0.0002 0.0 37.664 0.009 Vet = 0.88 UG 100.00 5.35 1E 11.484 63.000 70.984 Qa = 100 to 150.0 0.0 11.484 0.0 UG1 182.05 0.0018 0.0 74.484 0.136 Vet = 2.60 UG1 0.0 5.35 iT 24.609 52.750 71.120 to 150.0 0.0 24.609 0.0 FDX 182.05 0.0018 0.0 77.359 0.142 Vel = 2.60 FDX 0.0 5.35 2E 22.969 26.500 71.262 to 150.0 1G 2.461 79.570 -1.299 CTY 182.05 0.0018 iT 24.609 106.070 0.194 Vet = 2.60 1K 29.531 0.0 182.05 - 70.157 KFactor= 21.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BWE STRUCTURAL ENGINEERING • CIVIL ENGINEERING • SURVEYING • LAND PLANNING STATEMENT OF STRUCTURAL REVIEW Date: September 14, 2017 Project: Sheraton Hotel (Hotel 4) Project Address: 5440 Grand Pacific, Carlsbad, CA 92008 Project No.: 12215A.2.00 To: Houston Arnold (Grand Pacific Resorts) Re: Fire Sprinkler Plan Review Houston, 1 have reviewed the fire sprinkler piping plans for the above listed project. The plans are in general conformance with the design intent of the structural plans. Please feel free to contact me with additional questions or concerns. Sincerely, BWE 97~~— Jeff Morgan S6355 Project Manager Page 1 of 1 9449 Balboa Avenue • Suite 270 • San Diego • CA • 92123 P 619 299 5550 • F 619299 9934 • www.bwesd.com - Fire Protection by Computer Design SOUTHERN CALIF. FIRE PROT. 26542 CORTINA DRy. MISSION VIEJO, CA 92691 949 433 3473 Job Name : Sheraton Standpipe-At Roof Building FP-7 Location : 5440 Grand Pacific Dr., Carlsbad, CA System Contract : N/A Data File : Sheraton Standpipe Calc.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIF. FIRE PROT. Page 1 Sheraton Standpipe-At Roof Date 9-11-17 HYDRAULIC CALCULATIONS for Project name: Sheraton Guest Rms.(Standpipe Caic At Roof) Location: 5440 Grand Pacific Dr., Carlsbad, CA Drawing no: FP-7 Date: 9-11-17 Design Remote area number: Remote area location: STANDPIPE- MOST REMOTE AT 750GPM @175 PSI Occupancy classification: LIGHT HAZARD Density: N/A - Gpm/SqFt Area of application: N/A - SqFt Coverage per sprinkler: N/A - SqFt Type of sprinklers calculated: STANDPIPE No. of sprinklers calculated: N/A In-rack demand: N/A - GPM Hose streams: - GPM Total water required (including hose streams): 750 - GPM @ 175 - Psi Type of system: COMB. WET STANDPIPE Volume of dry or preaction system: N/A - Gal Water supply information Date: 4/6/17 Location: At Site Source: Quick Res. Fire Pro., Co. Name of contractor: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Address: 26542 CORTINA DRIVE, MISSION VIEJO, CA 92691 Phone number: 949-348-9600 Name of designer: DNA Authority having jurisdiction: CITY OF CARLSBAD, CA Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) SOUTHERN CALIF. FIRE PROT. Page 2 Sheraton Standpipe-At Roof Date 9-11-17 City Water Supply: Demand: Cl - Static Pressure : 175 Dl - Elevation : 18.623 C2 - Residual Pressure: 175 D2 - System Flow : 750 C2 - Residual Flow : 750 D2 - System Pressure : 169.296 Hose (Adj City) Hose ( Demand) D3 - System Demand : 750 Safety Margin : 5.704 180 Cl -- 0 D2 168 156 p144 R 132 E12° S 108 s 96 U84 R72 E60 48 36 - 24 DI 12 I I I I 100 200 300 400 500 600 700 800 900 FLOW ( N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary SOUTHERN CALIF. FIRE PROT. Sheraton Standpipe-At Roof Page Date 3 9-11-17 Fitting Legend Abbrev. Name % % 1 1% 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow thru Tee 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD SOUTHERN CALIF. FIRE PROT. Page 4 Sheraton Standpipe-At Roof Date 9-11-17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. FH1 46.0 100.0 na 250.0 FH2 33.0 105.78 na 250.0 ST1 46.0 103.02 na ST2 33.0 108.8 na F 9.5 121.69 na Fl 9.5 125.02 na F2 9.5 127.4 na F3 9.5 128.88 na F4 9.5 131.4 na F5 9.5 133.89 na F6 9.5 135.16 na F7 9.5 139.69 na F8 9.5 140.95 na F9 9.5 148.16 na 250.0 FR 9.5 151.63 na GR 9.5 151.75 na BR 2.5 161.93 na AG 0.5 164.84 na UG -3.0 166.9 na UG1 -3.0 168.77 na FDX -3.0 170.54 na FDC 3.0 169.3 na The maximum velocity is 18.23 and it occurs in the pipe between nodes BR and AG Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams CALIF. .SOUTHERN FIRE PROT. Page 5 Sheraton Standpipe-At Roof Date 9-11-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn FM 250.00 2.469 iT 12.0 1.000 100.000 Qa = 250.00 to 120.0 IG 1.0 13.000 0.0 ST1 250.0 0.2154 0.0 14.000 3.016 Vel = 16.75 0.0 250.00 103.016 K Factor = 24.63 FH2 250.00 2.469 iT 12.0 1.000 105.782 Qa = 250.00 to 120.0 1G 1.0 13.000 0.0 ST2 250.0 0.2154 0.0 14.000 3.015 Vel = 16.75 0.0 250.00 108.797 K Factor 23.97 ST1 250.00 4.26 0.0 10.000 103.016 to 120.0 0.0 0.0 5.630 ST2 250.0 0.0151 0.0 10.000 0.151 Vel = 5.63 ST2 250.00 4.26 iT 26.334 23.500 108.797 to 120.0 0.0 26.334 10.178 F 500.0 0.0545 0.0 49.834 2.717 Vel= 11.25 F 0.0 4.26 3E 39.501 21.580 121.692 to 120.0 0.0 39.501 0.0 Fl 500.0 0.0545 0.0 61.081 3.330 Vel = 11.25 Fl 0.0 4.26 lE 13.167 30.500 125.022 to 120.0 0.0 13.167 0.0 F2 500.0 0.0545 0.0 43.667 2.380 Vel = 11.25 F2 0.0 4.26 1E 13.167 14.000 127.402 to 120.0 0.0 13.167 0.0 F3 500.0 0.0545 0.0 27.167 1.481 Vel = 11.25 F3 0.0 4.26 IE 13.167 33.000 128.883 to 120.0 0.0 13.167 0.0 F4 500.0 0.0545 0.0 46.167 2.517 VeI= 11.25 F4 0.0 4.26 IE 13.167 32.580 131.400 to 120.0 0.0 13.167 0.0 F5 500.0 0.0545 0.0 45.747 2.494 Vel = 11.25 F5 0.0 4.26 1E 13.167 10.000 133.894 to 120.0 0.0 13.167 0.0 F6 500.0 0.0545 0.0 23.167 1.263 Vel = 11.25 F6 0.0 4.26 1E 13.167 70.000 135.157 to 120.0 0.0 13.167 0.0 F7 500.0 0.0545 0.0 83.167 4.534 Vel = 11.25 F7 0.0 4.26 1E 13.167 10.000 139.691 to 120.0 0.0 13.167 0.0 F8 500.0 0.0545 0.0 23.167 1.263 Vel = 11.25 F8 0.0 4.26 1E 13.167 119.000 140.954 to 120.0 0.0 13.167 0.0 F9 500.0 0.0545 0.0 132.167 7.205 VeI= 11.25 F9 250.00 4.26 1 26.334 3.750 148.159 Qa = 250.00 to 120.0 0.0 26.334 0.0 FR 750.0 0.1154 0.0 30.084 3.473 Vel = 16.88 FR 0.0 4.26 0.0 1.000 151.632 to 120.0 0.0 0.0 0.0 G 750.0 0.1150 0.0 1.000 0.115 Vel= 16.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinaJ Calculations - Hazen-Williams SOUTHERN CALIF. FIRE PROT. Page 6 Sheraton Standpipe-At Roof Date 9-11-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn GR 0.0 4.26 lFsp 0.0 7.000 151.747 to 120.0 iS 28.968 28.968 6.032 * Fixed loss = 3 BR 750.0 0.1154 0.0 35.968 -- 4.151 Vel = 16.88 BR 0.0 4.1 1E 14.534 5.000 161.930 to 140.0 0.0 14.534 0.866 AG 750.0 0.1046 0.0 19.534 2.043 Vel = 18.23 AG 0.0 6.16 1 20.084 17.580 164.839 to 140.0 0.0 20.084 1.516 UG 750.0 0.0144 0.0 37.664 0.542 Vel = 8.07 UG 0.0 5.35 1E 11.484 63.000 166.897 to 150.0 0.0 11.484 0.0 UG1 750.0 0.0252 0.0 74.484 1.876 Vel = 10.70 UG1 0.0 6.16 IT 43.037 79.500 168.773 to 140.0 0.0 43.037 0.0 FDX 750.0 0.0144 0.0 122.537 1.765 Vel= 8.07 FDX 0.0 6.16 iT 48.896 6.000 170.538 to 150.0 1S 52.156 101.052 -2.599 FDC 750.0 0.0127 0.0 107.052 1.357 Vel = 8.07 0.0 750.00 169.296 KFactor 57.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 26542 CORTINA DR MISSION VIEJO, CA 92691 949-433-3473 Job Name Sheraton-Guest Rms.-Roof Hyd Caic. Building : FP-7 Location : 5440 Grand Pacific Dr., Carlsbad, CA System N/A Contract : N/A Data File : Sheraton- Guest Attic Hyd Calc.WXF Computer Programs by Hydratec Inc. Route 111 WindhamN.H. USA 03087 .SOUTHERN CALIFORNIA FIRE PROT. Page 1 Sheraton-Guest Rms.-Roof Hyd Calc. Date 8-29--17 HYDRAULIC CALCULATIONS for Project name: Sheraton Guest Rms. (ATTIC CALC.) Location: 5440 Grand Pacific Dr., Carlsbad, CA Drawing no: FP-7 Date: 8-29-17 Design Remote area number: N/A Remote area location: ATTIC Occupancy classification: LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: Entire Area - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: UPRIGHT SPRK. No. of sprinklers calculated: 5 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 160.31 -GPM @ 46.06 -Psi Type of system: WET SYSTEM Volume of dry or preaction system: N/A - Gal Water supply information Date: 4-6-17 Location: AT SITE Source: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Name of contractor: SOUTHERN CALIFORNIA FIRE PROTECTION, INC: Address: 26542 CORTINA DR., MISSION VIEJO, CA 92691 Phone number: 949-433-3473 Name of designer: D.N.A. Authority having jurisdiction: CARLSBAD FIRE PREVENTION Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) SOUTHERN CALIFORNIA FIRE PROT. Page 2 Sheraton-Guest Rms.-Roof Hyd Calc. Date 8-29-17 City Water Supply: Demand: Cl - Static Pressure : 77.4 Dl - Elevation : 17.541 C2 - Residual Pressure: 67.5 D2 - System Flow : 60.311 C2 - Residual Flow : 1245 D2 - System Pressure : 46.059 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 160.311 Safety Margin : 31.118 150 140 130 p 120 R 110 E 100 S90 s80 : _____ _______ _________ ___________ C2 U 70 - p R 60 -_ E5° e 40 D I 30 Dl 20 I I _I_ ________________________ 10 I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NIi.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary SOUTHERN CALIFORNIA FIRE PROT. Page 3 Sheraton-Guest Rms.-Roof Hyd Calc. Date 8-29--17 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 K Generic Detector Check Valve 0 0 0 0 0 0 0 14 0 14 0 36 55 45 0 0 0 0 0 0 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90 Flow thru Tee 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD 'SOUTHERN CALIFORNIA FIRE PROT. Page 4 Sheraton-Guest Rms.-Roof Hyd Calc. Date 8-29--17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 40.5 12.16 na 40.5 11.68 na 40.5 11.04 na 40.5 10.68 na 40.5 10.2 na 40.5 9.72 na 40.5 9.23 na 40.5 4.2 8.29 na 40.5 4.2 8.16 na 40.5 4.2 8.16 na 40.5 4.2 8.35 na 40.5 4.2 8.27 na 40.5 9.89 na 40.5 9.89 na 40.5 11.95 na 40.5 12.16 na 40.5 11.68 na 40.5 11.17 na 40.5 11.04 na 40.5 10.68 na 40.5 10.2 na 40.5 9.72 na 40.5 9.23 na 40.5 8.75 na 40.5 8.62 na 40.5 8.62 na 40.5 8.82 na 40.5 8.89 na 40.5 9.49 na 40.5 9.89 na 40.5 10.92 na 40.5 11.95 na 40.5 12.75 na 40.5 13.5 na 40.5 13.65 na 40.5 14.06 na 40.5 13.8 na 40.5 14.32 na 40.5 14.85 na 40.5 15.02 na 40.5 16.05 na 40.5 16.21 na 40.5 17.43 na 40.5 17.63 na 40.5 18.21 na 40.5 16.02 na 40.5 17.11 na 40.5 17.55 na 40.5 18.08 na 40.5 18.12 na 40.5 18.22 na 40.5 18.39 na 40.5 18.48 na 40.5 18.6 na 39.5 25.5 na 39.5 19.42 na 39.5 20.17 na 39.5 17.88 na 29.5 22.77 na 29.5 23.55 na 29.5 24.86 na 29.5 25.56 na 12.09 0.1 120 7.1 12.0 0.1 120 7.1 12.0 0.1 120 7.1 12.14 0.1 120 7.1 12.08 0.1 120 7.1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard SOUTHERN CALIFORNIA FIRE PROT. Page 5 Sheraton-Guest Rms.-Roof Hyd Caic. Date 8-29--17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. TR2 29.5 29.73 na FR2 10.5 37.97 na Fl 10.5 37.98 na F2 10.5 37.99 na F3 10.5 37.99 na F4 10.5 38.0 na F5 10.5 38.01 na F6 10.5 38.02 na F7 10.5 38.03 na F8 10.5 38.04 na F9 10.5 38.07 na FR 9.5 38.51 na GR 9.5 38.51 na BR 2.5 44.58 na AG 0.5 45.46 na UG -3.0 46.98 na 100.0 UG1 -3.0 47.09 na FDX -3.0 47.2 na CTY 0.0 46.06 na The maximum velocity is 7.77 and it occurs in the pipe between nodes J12A and J 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 6 Sheraton-Guest Rms.-Roof Hyd Calc. Date 8-29--17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Ri 0.0 1.049 1E 2.0 2.000 12.161 to 120.0 iT 5.0 7.000 0.0 Ji 0.0 0.0 0.0 9.000 0.0 Vel = 0 0.0 0.0 12.161 K Factor 0 R2 0.0 1.049 1E 2.0 2.000 11.679 to 120.0 iT 5.0 7.000 0.0 J2 0.0 0.0 0.0 9.000 0.0 Vel = 0 0.0 0.0 11.679 K Factor 0 R3 0.0 1.049 2E 4.0 3.920 11.041 to 120.0 iT 5.0 9.000 0.0 J4 0.0 0.0 0.0 12.920 0.0 Vel = 0 0.0 0.0 11.041 K Factor 0 R4 0.0 1.049 1 2.0 2.000 10.679 to 120.0 iT 5.0 7.000 0.0 J5 0.0 0.0 0.0 9.000 0.0 Vel = 0 0.0 0.0 10.679 K Factor 0 R5 0.0 1.049 1 2.0 2.000 10.197 to 120.0 iT 5.0 7.000 0.0 J6 0.0 0.0 0.0 9.000 0.0 Vel = 0 0.0 0.0 10.197 K Factor =0 R6 0.0 1.049 1 2.0 2.000 9.715 to 120.0 iT 5.0 7.000 0.0 J7 0.0 0.0 0.0 9.000 0.0 Vel = 0 0.0 0.0 9.715 K Factor 0 R7 0.0 1.049 1E 2.0 2.000 9.233 to 120.0 1 5.0 7.000 0.0 J8 0.0 0.0 0.0 9.000 0.0 Vel = 0 0.0 0.0 9.233 K Factor = 0 R8 12.09 1.049 1 2.0 2.000 8.289 K Factor 4.20 to 120.0 iT 5.0 7.000 0.0 J9 12.09 0.0513 0.0 9.000 0.462 Vel = 4.49 0.0 12.09 8.751 K Factor = 4.09 R9 12.00 1.049 1E 2.0 2.000 8.163 K Factor 4.20 to 120.0 iT 5.0 7.000 0.0 J1O 12.0 0.0506 0.0 9.000 0.455 Vel = 4.45 0.0 12.00 8.618 KFactor= 4.09 RiO 12.00 1.049 1 2.0 2.000 8.163 K Factor 4.20 to 120.0 iT 5.0 7.000 0.0 ill 12.0 0.0506 0.0 9.000 0.455 VeI= 4.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 7 Sheraton-Guest Rms.-Roof Hyd Calc. Date 8-29--17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 12.00 8.618 K Factor = 4.09 R11 12.14 1.049 1E 2.0 2.000 8.354 K Factor= 4.20 to 120.0 iT 5.0 7.000 0.0 J12 12.14 0.0517 0.0 9.000 0.465 Vel = 4.51 0.0 12.14 8.819 K Factor = 4.09 R12 12.08 1.049 2E 4.0 3.000 8.271 K Factor =4.20 to 120.0 1 5.0 9.000 0.0 J12A 12.08 0.0512 0.0 12.000 0.615 Vel= 4.48 0.0 12.08 8.886 KFactor = 4.05 R13 0.0 1.049 1E 2.0 2.000 9.893 to 120.0 iT 5.0 7.000 0.0 J13A 0.0 0.0 0.0 9.000 0.0 Vel = 0 0.0 0.0 9.893 K Factor = 0 R14 0.0 1.049 1E 2.0 2.000 9.893 to 120.0 iT 5.0 7.000 0.0 J13A 0.0 0.0 0.0 9.000 0.0 Vel = 0 0.0 0.0 9.893 K Factor 0 R15 0.0 1.049 1E 2.0 2.000 11.949 to 120.0 iT 5.0 7.000 0.0 J13C 0.0 0.0 0.0 9.000 0.0 Vel = 0 0.0 0.0 11.949 K Factor 0 Ji -24.07 1.38 0.0 10.000 12.161 to 120.0 0.0 0.0 0.0 J2 -24.07 -0.0482 0.0 10.000 -0.482 Vel = 5.16 J2 0.0 1.38 1E 3.0 7.580 11.679 to 120.0 0.0 3.000 0.0 J3 -24.07 -0.0482 0.0 10.580 -0.510 Vel = 5.16 J3 0.0 1.38 0.0 2.670 11.169 to 120.0 0.0 0.0 0.0 J4 -24.07 -0.0479 0.0 2.670 -0.128 Vel = 5.16 J4 0.0 1.38 iT 6.0 1.500 11.041 to 120.0 0.0 6.000 0.0 J5 -24.07 -0.0483 0.0 7.500 -0.362 Vel = 5.16 J5 0.0 1.38 0.0 10.000 10.679 to 120.0 0.0 0.0 0.0 J6 -24.07 -0.0482 0.0 10.000 -0.482 Vel = 5.16 J6 0.0 1.38 0.0 10.000 10.197 to 120.0 0.0 0.0 0.0 J7 -24.07 -0.0482 0.0 10.000 -0.482 Vel = 5.16 J7 0.0 1.38 0.0 10.000 9.715 to 120.0 0.0 0.0 0.0 J8 -24.07 -0.0482 0.0 10.000 -0.482 Vel = 5.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 8 Sheraton-Guest Rms.-Roof Hyd Calc. Date 8-29--17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J8 0.0 1.38 0.0 10.000 9.233 to 120.0 0.0 0.0 0.0 J9 -24.07 -0.0482 0.0 10.000 -0.482 Vel = 5.16 J9 12.10 1.38 0.0 10.000 8.751 to 120.0 0.0 0.0 0.0 J10 -11.97 -0.0133 0.0 10.000 -0.133 Vel = 2.57 J10 12.00 1.38 0.0 10.000 8.618 to 120.0 0.0 0.0 0.0 ill 0.03 0.0 0.0 10.000 0.0 Vel = 0.01 ill 12.00 1.38 iT 6.0 9.000 8.618 to 120.0 0.0 6.000 0.0 J12 12.03 0.0134 0.0 15.000 0.201 Vel = 2.58 J12 12.13 1.38 0.0 1.380 8.819 to 120.0 0.0 0.0 0.0 J12A 24.16 0.0486 0.0 1.380 0.067 Vel = 5.18 J12A 12.08 1.38 1E 3.0 2.880 8.886 to 120.0 0.0 3.000 0.0 J13 36.24 0.1027 0.0 5.880 0.604 Vel = 7.77 J13 0.0 1.38 0.0 3.920 9.490 to 120.0 0.0 0.0 0.0 J13A 36.24 0.1028 0.0 3.920 0.403 Vel = 7.77 J13A 0.0 1.38 0.0 10.000 9.893 to 120.0 0.0 0.0 0.0 J13B 36.24 0.1028 0.0 10.000 1.028 Vel = 7.77 J13B 0.0 1.38 0.0 10.000 10.921 to 120.0 0.0 0.0 0.0 J13C 36.24 0.1028 0.0 10.000 1.028 Vel = 7.77 J13C 0.0 1.38 1E 3.0 4.830 11.949 to 120.0 0.0 3.000 0.0 J14 36.24 0.1028 0.0 7.830 0.805 Vel = 7.77 J14 0.0 1.38 1E 3.0 4.210 12.754 to 120.0 0.0 3.000 0.0 J15 36.24 0.1029 0.0 7.210 0.742 Vel = 7.77 J15 0.0 1.38 0.0 1.460 13.496 to 120.0 0.0 0.0 0.0 J15A 36.24 0.1027 0.0 1.460 0.150 Vel= 7.77 J15A -11.72 1.38 1E 3.0 5.330 13.646 to 120.0 0.0 3.000 0.0 RR1 24.52 0.0498 0.0 8.330 0.415 Vel = 5.26 RR1 0.0 1.442 lFsp 0.0 1.000 14.061 to 120.0 iS 8.671 8.671 3.433 * Fixed loss = 3 FRI 24.52 0.0403 0.0 9.671 0.390 Vel = 4.82 0.0 24.52 17.884 K Factor = 5.80 J15A 11.73 1.38 1E 3.0 9.250 13.646 to 120.0 0.0 3.000 0.0 J16 11.73 0.0127 0.0 12.250 0.156 Vel = 2.52 J16 0.0 1.38 1E 3.0 37.880 13.802 to 120.0 0.0 3.000 0.0 J17 11.73 0.0127 0.0 40.880 0.521 Vel = 2.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 9 Sheraton-Guest Rms.-Roof Hyd Calc. Date 8-29--17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J17 0.0 1.38 iT 6.0 35.040 14.323 to 120.0 0.0 6.000 0.0 J18 11.73 0.0127 0.0 41.040 0.523 Vel = 2.52 J18 0.0 1.38 1E 3.0 10.250 14.846 to 120.0 0.0 3.000 0.0 J19 11.73 0.0128 0.0 13.250 0.169 Vel = 2.52 J19 0.0 1.38 1E 3.0 78.250 15.015 to 120.0 0.0 3.000 0.0 J20 11.73 0.0128 0.0 81.250 1.036 Vel = 2.52 J20 0.0 1.38 1E 3.0 9.710 16.051 to 120.0 0.0 3.000 0.0 J21 11.73 0.0127 0.0 12.710 0.162 VeI= 2.52 J21 0.0 1.38 1E 3.0 92.750 16.213 to 120.0 0.0 3.000 0.0 J22 11.73 0.0128 0.0 95.750 1.221 Vel = 2.52 J22 0.0 1.38 iT 6.0 9.420 17.434 to 120.0 0.0 6.000 0.0 J23 11.73 .0.0127 0.0 15.420 0.196 Vel = 2.52 J23 6.55 1.38 iT 6.0 13.920 17.630 to 120.0 0.0 6.000 0.0 J24 18.28 0.0290 0.0 19.920 0.578 Vel = 3.92 J24 8.22 1.38 iT 6.0 0.833 18.208 to 120.0 0.0 6.000 0.0 RR 26.5 0.0577 0.0 6.833 0.394 Vel = 5.68 0.0 26.50 18.602 K Factor = 6.14 Ji 24.07 1.38 1E 3.0 77.000 12.161 to 120.0 0.0 3.000 0.0 J32 24.07 0.0482 0.0 80.000 3.857 Vel = 5.16 J32 0.0 1.38 1 3.0 19.710 16.018 to 120.0 0.0 3.000 0.0 J31 24.07 0.0482 0.0 22.710 1.094 Vel = 5.16 J31 0.0 1.38 iT 6.0 3.000 17.112 to 120.0 0.0 6.000 0.0 J30 24.07 0.0482 0.0 9.000 0.434 Vel = 5.16 J30 -17.52 1.38 iT 6.0 13.420 17.546 to 120.0 0.0 6.000 0.0 J23 6.55 0.0043 0.0 19.420 0.084 Vel = 1.40 0.0 6.55 17.630 KFactor= 1.56 J30 17.51 1.38 iT 6.0 13.920 17.546 to 120.0 0.0 6.000 0.0 J29 17.51 0.0268 0.0 19.920 0.533 Vel = 3.76 J29 -9.29 1.38 iT 6.0 13.420 18.079 to 120.0 0.0 6.000 0.0 J24 8.22 0.0066 0.0 19.420 0.129 Vel = 1.76 0.0 8.22 18.208 K Factor = 1.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 10 Sheraton-Guest Rms.-Roof Hyd Calc. Date 8-29--17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J29 9.29 1.38 1E 3.0 2.380 18.079 to 120.0 0.0 3.000 0.0 J28 9.29 0.0084 0.0 5.380 0.045 Vel = 1.99 J28 0.0 1.38 1E 3.0 8.420 18.124 to 120.0 0.0 3.000 0.0 J27 9.29 0.0083 0.0 11.420 0.095 Vel = 1.99 J27 0.0 1.38 iE 3.0 17.420 18.219 to 120.0 0.0 3.000 0.0 J26 9.29 0.0083 0.0 20.420 0.169 Vel = 1.99 J26 0.0 1.38 1E 3.0 8.460 18.388 to 120.0 0.0 3.000 0.0 J25 9.29 0.0083 0.0 11.460 0.095 VeI= 1.99 J25 0.0 1.38 iT 6.0 8.330 18.483 to 120.0 0.0 6.000 0.0 RR 9.29 0.0083 0.0 14.330 0.119 Vel = 1.99 RR 26.50 1.442 1E 3.716 1.000 18.602 to 120.0 0.0 3.716 0.433 16A 35.79 0.0810 0.0 4.716 0.382 Vel = 7.03 0.0 35.79 19.417 K Factor = 8.12 TR 35.79 4.26 0.0 29.000 25.501 to 120.0 0.0 0.0 12.993 FR 35.79 0.0004 0.0 29.000 0.012 Vel = 0.81 0.0 35.79 38.506 K Factor = 5.77 16A 35.79 1.442 1 7.432 1.790 19.417 to 120.0 0.0 7.432 0.0 16X 35.79 0.0811 0.0 9.222 0.748 Vel = 7.03 16X 0.0 1.38 lFsp 0.0 9.250 20.165 to 120.0 iS 7.0 14.000 3.000 * Fixed loss = 3 TR 35.79 0.1005 iG 1.0 23.250 2.336 Vel = 7.68 iT 6.0 0.0 35.79 25.501 K Factor = 7.09 FRi 24.52 1.442 1 3.716 10.000 17.884 to 120.0 0.0 3.716 4.331 TR1 24.52 0.0402 0.0 13.716 0.552 Vel = 4.82 TRi 0.0 1.442 1 3.716 15.830 22.767 to 120.0 0.0 3.716 0.0 Ti 24.52 0.0403 0.0 19.546 0.787 Vel = 4.82 Ti 0.0 1.442 1E 3.716 28.830 23.554 to 120.0 0.0 3.716 0.0 T2 24.52 0.0403 0.0 32.546 1.311 Vel = 4.82 12 0.0 1.442 1E 3.716 13.500 24.865 to 120.0 0.0 3.716 0.0 13 24.52 0.0403 0.0 17.216 0.693 Vel = 4.82 T3 0.0 1.442 1E 3.716 8.000 25.558 to 120.0 iT 7.432 21.058 3.000 * Fixed loss = 3 TR2 24.52 0.0403 iFsp 0.0 29.058 1.170 Vel = 4.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 11 Sheraton-Guest Rms.-Roof Hyd Caic. Date 8-29--17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1G 1.239 iS 8.671 TR2 0.0 4.26 iT 26.334 19.000 29.728 to 120.0 0.0 26.334 8.229 FR2 24.52 0.0002 0.0 45.334 0.009 Vet = 0.55 FR2 0.0 4.26 3E 39.501 21.580 37.966 to 120.0 0.0 39.501 0.0 Fl 24.52 0.0002 0.0 61.081 0.013 Vet = 0.55 Fl 0.0 4.26 1E 13.167 30.500 37.979 to 120.0 0.0 13.167 0.0 F2 24.52 0.0002 0.0 43.667 0.009 Vet = 0.55 F2 0.0 4.26 1E 13.167 14.000 37.988 to 120.0 0.0 13.167 0.0 F3 24.52 0.0002 0.0 27.167 0.006 Vet = 0.55 F3 0.0 4.26 1E 13.167 33.000 37.994 to 120.0 0.0 13.167 0.0 F4 24.52 0.0002 0.0 46.167 0.009 Vet = 0.55 F4 0.0 4.26 1E 13.167 32.580 38.003 to 120.0 0.0 13.167 0.0 ES 24.52 0.0002 0.0 45.747 0.010 Vet = 0.55 E5 0.0 4.26 1E 13.167 10.000 38.013 to 120.0 0.0 13.167 0.0 E6 24.52 0.0002 0.0 23.167 0.004 Vel = 0.55 F6 0.0 4.26 1E 13.167 70.000 38.017 to 120.0 0.0 13.167 0.0 F7 24.52 0.0002 0.0 83.167 0.018 Vel = 0.55 F7 0.0 4.26 1E 13.167 10.000 38.035 to 120.0 0.0 13.167 0.0 F8 24.52 0.0002 0.0 23.167 0.004 Vet = 0.55 F8 0.0 4.26 1E 13.167 119.000 38.039 to 120.0 0.0 13.167 0.0 E9 24.52 0.0002 0.0 132.167 0.028 Vet = 0.55 F9 0.0 4.26 iT 26.334 3.750 38.067 to 120.0 0.0 26.334 0.433 FR 24.52 0.0002 0.0 30.084 0.006 Vet = 0.55 FR 35.79 4.26 0.0 1.000 38.506 to 120.0 0.0 0.0 0.0 GR 60.31 0.0010 0.0 1.000 0.001 Vel = 1.36 GR 0.0 4.26 lEsp 0.0 7.000 38.507 to 120.0 iS 28.968 28.968 6.032 * Fixed toss = 3 BR 60.31 0.0011 0.0 35.968 0.039 Vel = 1.36 BR 0.0 4.1 1E 14.534 5.000 44.578 to 140.0 0.0 14.534 0.866 AG 60.31 0.0010 0.0 19.534 0.019 Vet = 1.47 AG 0.0 6.16 1E 20.084 17.580 45.463 to 140.0 0.0 20.084 1.516 UG 60.31 0.0001 0.0 37.664 0.005 Vet = 0.65 UG 100.00 5.35 1E 11.484 63.000 46.984 Qa100 to 150.0 0.0 11.484 0.0 UG1 160.31 0.0014 0.0 74.484 0.108 Vet = 2.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 12 Sheraton-Guest Rms.-Roof Hyd Calc. Date 8-29--17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn UG1 0.0 5.35 IT 24.609 52.750 47.092 to 150.0 0.0 24.609 0.0 FDX 160.31 0.0014 0.0 77.359 0.112 VeI= 2.29 FOX 0.0 5.35 2E 22.969 26.500 47.204 to 150.0 1G 2.461 79.570 -1.299 dY 160.31 0.0015 IT 24.609 106.070 0.154 VeI = 2.29 1K 29.531 0.0 160.31 46.059 KFactor= 23.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087