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5420 GRAND PACIFIC DR; ; FPC2018-0012; Permit
city of PERMIT REPORT Carlsbad Print Date: 10/15/2021 Permit No: FPC2018-0012 Job Address: 5420 GRAND PACIFIC OR, CARLSBAD, CA 92008-4723 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2111311600 Track #: Applied: 01/09/2018 Valuation: $2,365,473.00 Lot #: Issued: 01/29/2018 Occupancy Group: Project #: DEV03006 Finaled Close Out: 08/04/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: CARLSBAD RANCH PLANNING AREA 5 Description: SHERATON LOBBY -SPRINKLER FOR BUILD OUT >100(224 HEADS) Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST POWAY, CA 92064-6830 POWAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE Expedited Plan Review Per Hour - Office Hours $132.00 FIRE NFPA 13 System> 100 heads (includes 1 riser) $832.00 Total Fees: $964.00 Total Payments To Date: $964.00 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 FFt2o(- crI2 Western Fire Protection Inc Hydraulic Calculation Submittal Sheraton Lobby Buildout 5420 Grand Pacific Dr. Carlsbad, CA 92008 Job# C-3433 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 I PROJECT NAME: GPR Sheraton Lobby SR#: PROJECT ADDRESS: 5420 Grand Pacific Drive (Assigned upon plan submittal) CITY: Carlsbad I I Name:ZJ r e:n ',f. Mael, P.E. Signat TitIe/O Manager Eng. Lic. No. (if applicable):C69606 Date: 12/28/2017 No. 134 0 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PHONE: ( 858) 513-4949 (Western Fire Protection) FAX NUMBER: Largest Building (ft.2): LINK Sprinkled? LINK Construction Type: LINK SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Grand Pacific Drive south of Cannon Road TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 63 PSI Hydrant Number (if applicable): H62064 Elevation of test: 229 Feet Main Size: 12 INCH Pressure Zone: 375 Feet Date/Time of Test: 1 PitotTubeReading: Psi Corresponding Flow: Total Flow: 6,800 GPM Residual Pressure32 PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi in the vicinity of 7,935 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 6,800 gpm. There was no specific request for fire flow from the Client or Fire Department. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x I I I i I I I I [1 I I I I I I I [ I 0 0 - - Ii CK Fire Flow Test I Location H62064 + I I I & ' 241 Zone I "E" Tank Legend I w_Hydrant Pipe ZONE —241 a : —375 d. -• I \. STERO lot \ • 0CgFELLR RD 5420 Grand Pacific Drive - Fire Flow Analysis - - - - - - - - - - - - - - - - - - - I I I I I I I I - - - Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Poway, CA 92064 858-513-4949 Job Name : C3433 GPR Sheraton Lobby Buildout Building Location : 5420 Grand Pacific Dr. System : Area #1 Contract : C-3433 Data File : C-3343 GPR Low Lobby Area.WXF 1 I I Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I I I I I I Page 1 Date 12-21-17 Western Fire Protection Inc C3433 GPR Sheraton Lobby Buildout HYDRAULIC CALCULATIONS for Project name: C-3433 GPR Sheraton Lobby - Buildout Location: 5420 Grand Pacific Dr. Drawing no: Date: 12-29-17 Design Remote area number: Area #1 Remote area location: Low Lobby Area Occupancy classification: Light Hazard Density: .1 - Gpm/SqFt Area of application: 967.5 - SqFt Coverage per sprinkler: Varies - SqFt Type of sprinklers calculated: 5.6K 1550 QR-SSP No. of sprinklers calculated: 7 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 233.196 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal @ 43.233 -Psi Water supply information Date: 12-28-17 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. / / Poway, CA 92064 Phone number: 858-513-4949 Name of designer: C Hollands Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Computer Programs by Hydraec Inc. Revision: 50.52.1 - - - - - - - - - M - - - - - - M = Water Supply Curve C Western Fire Protection Inc Page 2 C3433 GPR Sheraton Lobby Buildout -- Date 12-21-17 City Water Supply: Demand: Cl - Static Pressure : 56.7 Dl - Elevation : 7.363 C2 - Residual Pressure: 19.8 02 - System Flow : 133.196 C2 - Residual Flow : 8000 D2 - System Pressure : 43.233 Hose ( Demand) :100 D3 - System Demand : 233.196 Safety Margin : 13.414 150 140 130 p120 R11° E10° 590 s 80 U70 R 60 --Ct E 50 - D2 40 -- 03 30 -- C2 20 L 10 I ... ... ... I I ...... . . . . . . . . . . . 10002000 3000 4000 5000 6000 7000 8000 9000 FLOW ( N "1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Western Fire Protection Inc Page 3 C3433 GPR Sheraton Lobby Buildout Date 12-21-17 17.6 SI A I I 17.6 17. S2 +-B I I 35.2 181 S3 - C I I 53.2 19. S4 - D 19.8 55 - E I I 19.8 19.T S6 F I I 39.5 20.1 S7 G 17.6 53.2 A 4-B 4-C 4-D 4-40 35.2 73 19.8 60.2 E 4-F 4-G 4-41 39.5 73 133.2 133.2 133.2 40 - 41 - 42 - BR - FLG4- DI - CVI€- CV2<- SRC 133.2 133.2 133.2 133.2 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - - - - - - - - - - - - - - - - - Fittings Used Summary Western Fire Protection Inc Page 4 C3433 GPR Sheraton Lobby Buildout Date 12-21-17 Fitting Legend Abbrev. Name 1/2 % 1 1 2 21,4 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 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 I 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 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 Flow Summary - NFPA 2007 Western Fire Protection Inc Page 5 C3433 GPR Sheraton Lobby Buildout Date 12-21-17 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 56.7 19.8 8000.0 56.647 233.2 43.233 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes Si 12.0 5.6 9.88 17.6 S2 12.0 5.6 9.87 17.59 S3 13.0 5.6 10.33 18.0 S4 13.0 5.6 12.53 19.82 S5 12.0 5.6 12.46 19.77 S6 13.0 5.6 12.39 19.71 S7 13.0 5.6 13.66 20.7 A 14.5 9.49 B 14.5 9.79 C 14.5 10.63 D 14.5 13.02 E 14.5 12.65 F 14.5 12.87 G 14.5 14.24 40 14.5 17.2 41 14.5 17.78 42 14.5 32.65 BR 1.33 38.47 FLG 0.5 39.05 DI -4.0 41.01 CVI -4.0 41.08 CV2 -4.0 43.13 SRC -4.0 43.23 100.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD Western Fire Protection Inc Page 6 C3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to Node2 EIev2 Fact Qt Act or Eqv. Ln. Ftngs Total Pf/Ft Pe Pf ******* Notes I 51 12 5.60 17.60 1 2E 4.61 3.170 120 9.882 to 0.0 4.610 -1.083 A 14.500 17.6 1.08 0.0 7.780 0.0892 0.694 Vel = 6.16 I 0.0 A 17.60 9.493 KFactor= 5.71 S2 12 5.60 17.59 1 E 2.305 3.170 120 9.869 T 5.762 8.067 -1.083 I to B 14.500 17.59 1.08 0.0 11.237 0.0891 1.001 Vel = 6.16 0.0 B 17.59 9.787 K Factor= 5.62 I S3 13 5.60 18.00 1 E 2.305 2.170 120 10.332 to T 5.762 8.067 -0.650 C 14.500 18.0 1.08 0.0 10.237 0.0929 0.951 Vel = 6.30 0.0 I C 18.00 10.633 K Factor = 5.52 S4 13 5.60 19.82 1 E 2.305 2.170 120 12.531 T 5.762 8.067 -0.650 I to O 14.500 19.82 1.08 0.0 10.237 0.1111 1.137 Vel = 6.94 0.0 D 19.82 13.018 K Factor = 5.49 I S5 12 5.60 19.77 1 E 2.305 3.500 120 12.459 to T 5.762 8.067 -1.083 E 14.500 19.77 1.08 0.0 11.567 0.1105 1.278 Vel = 6.92 0.0 I E 19.77 12.654 K Factor= 5.56 S6 13 5.60 19.71 1 E 2.305 2.170 120 12.391 I to F 14.500 19.71 1.08 T 5.762 0.0 8.067 10.237 0.1100 -0.650 1.126 Vel = 6.90 0.0 F 19.71 12.867 K Factor= 5.49 I S7 13 5.60 20.70 1 E 2.305 2.170 120 13.659 to T 5.762 8.067 -0.650 G 14.500 20.7 1.08 0.0 10.237 0.1203 1.232 Vel = 7.25 0.0 I G 20.70 14.241 K Factor= 5.49 A 14.500 17.60 1.25 0.0 12.000 120 9.493 0.0 0.0 0.0 I to B 14.500 17.6 1.408 0.0 12.000 0.0245 0.294 Vel = 3.63 B 14.500 17.60 1.25 0.0 9.580 120 9.787 to 0.0 0.0 0.0 14.500 35.2 1.408 0.0 9.580 0.0883 0.846 Vel = 7.25 I C C 14.500 18.00 1.25 0.0 12.580 120 10.633 to 0.0 0.0 0.0 D14.500 53.2 1.408 0.0 12.580 0.1896 2.385 Vel = 10.96 I 0 14.500 19.82 1.25 T 6.617 5.670 120 13.018 to 0.0 6.617 0.0 40 14.500 73.02 1.408 0.0 12.287 0.3407 4.186 Vel = 15.05 I I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams I Western Fire Protection Inc Page 7 C3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to Node2 EIev2 Fact Qt Act or Eqv. Ln. Ftng's Total Pf/Ft Pe Pf ******* Notes 0.0 I40 73.02 17.204 KFactor 17.60 E 14.500 19.77 1.25 0.0 7.000 120 12.654 to 0.0 0.0 0.0 F 14.500 19.77 1.408 0.0 7.000 0.0304 0.213 Vel = 4.07 F 14.500 19.71 1.25 0.0 12.580 120 12.867 to 0.0 0.0 0.0 G 14.500 39.48 1.408 0.0 12.580 0.1092 1.374 Vel = 8.14 G 14.500 20.70 1.25 T 6.617 8.250 120 14.241 to 0.0 6.617 0.0 41 14.500 60.18 1.408 0.0 14.867 0.2382 3.541 Vel = 12.40 0.0 41 60.18 17.782 K Factor= 14.27 40 14.500 73.02 2 0.0 15.000 120 17.204 to 0.0 0.0 0.0 41 14.500 73.02 2.203 0.0 15.000 0.0385 0.578 Vel = 6.15 41 14.500 60.18 2 6E 40.916 72.420 120 17.782 to T 13.639 54.555 0.0 42 14.500 133.2 2.203 0.0 126.975 0.1171 14.866 Vel = 11.21 42 14.500 0.0 4 E 13.843 13.170 120 32.648 to 0.0 13.843 5.704 BR 1.330 133.2 4.304 0.0 27.013 0.0045 0.121 Vel = 2.94 BR 1.330 0.0 4 3E 55.233 8.670 140 38.473 to 0.0 55.233 0.359 FLG .500 133.2 4.304 0.0 63.903 0.0034 0.216 Vel = 2.94 FLG .500 0.0 6 E 20.084 10.000 140 39.048 to 0.0 20.084 1.949 Dl -4 133.2 6.16 0.0 30.084 0.0006 0.018 Vel = 1.43 Dl -4 0.0 6 G 4.625 73.000 150 41.015 to 2E 43.166 47.791 0.0 Cvi -4 133.2 6.09 0.0 120.791 0.0005 0.066 Vel = 1.47 Cvi -4 0.0 6 3E 60.252 20.000 140 41.081 to 0.0 60.252 2.000 * Fixed Loss = 2 CV2 -4 133.2 6.16 0.0 80.252 0.0006 0.047 Vel = 1.43 CV2 -4 0.0 6 E 21.583 119.000 150 43.128 to G 4.625 72.457 0.0 SRC -4 133.2 6.09 T 46.249 191.457 0.0005 0.105 Vel = 1.47 100.00 Qa= 100.00 SRC 233.20 43.233 K Factor= 35.47 I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 I - - Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Poway, CA 92064 856-513-4949 Job Name : C-3433 GPR Sheraton Lobby Buildout Building Location : 5420 Grand Pacific Dr. System : Area #2 Contract : C-3433 Data File : C-3343 GPR High Lobby Area.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I I I I I I I I I I I I I I I I I Page 1 Date 12-21-17 Western Fire Protection Inc C-3433 GPR Sheraton Lobby Buildout HYDRAULIC CALCULATIONS for Project name: C-3433 GPR Sheraton Lobby Buildout Location: 5420 Grand Pacific Dr. Drawing no: Date: 12-29-17 Design Remote area number: Area #2 Remote area location: High Lobby Area Occupancy classification: Light Hazard Density: .1 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: Varies - SqFt Type of sprinklers calculated: 5.6K 155° QR-SSP/ QR-SSU No. of sprinklers calculated: 18 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 430.107 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal @ 47.896-Psi Water supply information Date: 12-28-17 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. / / Poway, CA 92064 Phone number: 858-513-4949 Name of designer: C. Hollands Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction hass been taken prior to data entry. Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - - - - - - - ---- - = Water Supply Curve C Western Fire Protection Inc Page 2 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 City Water Supply: Demand: Cl - Static Pressure : 56.7 Dl - Elevation : 10.827 C2 - Residual Pressure: 28.8 D2 - System Flow : 330.107 C2 - Residual Flow : 6800 D2 - System Pressure : 47.896 Hose ( Demand ) :100 D3 - System Demand : 430.107 Safety Margin : 8.635 150 140 130 p120 R° E10° 90 80 U70 -Cl— R6° - E 50 40 D C2 30 20 10 -nj-- I I I I I I I 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Western Fire Protection Inc C-3433 GPR Sheraton Lobby Buildout 18.2 LI - A 16.9 L2 . B 17.4 L3 B 18 L4 - D I I 33.4 19. L5 - E I I 52.9 18. L6 - F -r I 71.4 19. L7 - G I I 91.2 21. L8 - H 19 L9 - I 38.9 17.3 LIO4- J 17.3 L11 +- K 18 L124- L I I 13.6 18. L134- M I I 31.9 15. L144- N I I 47.8 19.1 L15€- 0 I I 66.9 16. L164- P I I 83.4 17. LI7 Q I I 101.3 20. LIO4- R 34.3 B 4-C 18.9 33.4 71.4 113 A -*C 4-0 4-E 4-F 4-G <-H 4-10 15.4 52.9 91.2 37.1 A <-X Computer Programs by Hydratec Inc. Revisioi: 50.52.1 Page 3 Date 12-21-17 I I I Flow Diagram Western Fire Protection Inc C-3433 GPR Sheraton Lobby Buildout 38.9 I -*J -+ TEE I 21. I 21.0 4.3 17.3 J. 13.6 47.8 83.4 122.1 K (- TEE- L 1-M 4-N _O -P +- Q -R +- 11 4.3 31.9 66.9 101.3 Page 4 Date 12-21-17 58 483 I 4-X 4_XX 4_12 95.t I I 48. 283.4 46.8 I I XX4-13 I I 113 I 28.4 330.1 330.1 330.1 10 - 11 - 12 i- 13 _ TR . BR FLG4_ DI CVI 4_ CV24_ SRC 235 330.1 330.1 330.1 330.1 I I Ii I I L I I I U I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I Fittings Used Summary Western Fire Protection Inc Page 5 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 1Y2 2 21/2 3 31/3 4 5 6 8 10 12 14 16 18 20 24 E NFPA139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note- Fitting Leqend 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 - - -- - - - - - - - - - - - - - Flow Summary - NFPA 2007 Western Fire Protection Inc Page 6 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 56.7 28.8 6800.0 56.531 430.11 47.896 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes U Li 21.0 5.6 10.52 18.17 L2 13.0 5.6 9.11 16.9 I L3 L4 13.0 21.0 5.6 5.6 9.68 10.33 17.42 18.0 L5 13.0 5.6 12.19 19.55 L6 21.0 5.6 10.87 18.46 L7 19.0 5.6 12.49 19.79 I L8 19.0 5.6 15.11 21.77 L9 21.0 5.6 11.56 19.04 L10 23.0 5.6 9.58 17.34 Lii 23.0 5.6 9.51 17.27 I L12 21.0 5.6 10.29 17.97 L13 21.0 5.6 10.7 18.31 L14 27.0 5.6 7.98 15.82 I L15 19.0 5.6 11.68 19.14 L16 27.0 5.6 8.66 16.48 L17 27.0 5.6 10.22 17.9 I L18 B 19.0 20.75 5.6 13.77 7.75 20.78 A 22.17 10.67 C 22.17 10.64 22.17 10.76 I D E 22.17 10.85 F 22.17 11.32 G 22.17 12.75 H 22.17 15.7 I I 22.33 11.65 J 22.58 11.47 . K24.58 10.22 I TEE 24.33 10.44 L 24.33 10.43 M 24.33 10.49 24.33 10.61 I N 0 24.33 11.04 P 24.33 11.41 Q 24.33 13.23 R 24.33 13.4 I X 22.33 11.72 XX 22.75 22.2 10 22.17 25.22 I ii 24.33 24.4 12 24.33 27.48 I I Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - NFPA 2007 I Western Fire Protection Inc Page 7 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 I NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 13 22.75 28.59 TR 20.83 31.93 BR 1.33 41.18 FLG 0.5 42.69 DI -4.0 44.74 Cvi -4.0 45.09 CV2 -4.0 47.34 SRC -4.0 47.9 100.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD Western Fire Protection Inc Page 8 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf I Li 21 5.60 18.17 1 2E 4.61 2.250 120 10.524 to 0.0 4.610 -0.507 A 22.170 18.17 1.08 0.0 6.860 0.0946 0.649 Vet = 6.36 0.0 I A 18.17 10.666 K Factor = 5.56 L2 13 5.60 16.90 1 2E 4.61 13.830 120 9.105 I to B 20.750 16.9 1.08 T 5.762 0.0 10.372 24.202 0.0827 -3.357 2.002 Vet = 5.92 0.0 B 16.90 7.750 K Factor= 6.07 I L3 13 5.60 17.42 1 E 2.305 8.250 120 9.679 to T 5.762 8.067 -3.357 B 20.750 17.42 1.08 0.0 16.317 0.0875 1.428 Vet = 6.10 0.0 I B 17.42 7.750 K Factor = 6.26 L4 21 5.60 18.00 1 E 2.305 2.000 120 10.332 I to D 22.170 18.0 1.08 T 5.762 0.0 8.067 10.067 0.0929 -0.507 0.935 Vet = 6.30 0.0 D 18.00 10.760 K Factor = 5.49 I L5 13 5.60 19.55 1 2E 4.61 13.920 120 12.193 to T 5.762 10.372 -3.972 E 22.170 19.55 1.08 0.0 24.292 0.1083 2.632 Vel = 6.85 0.0 I E 19.55 10.853 K Factor = 5.93 L6 21 5.60 18.46 1 E 2.305 1.830 120 10.867 to T 5.762 8.067 -0.507 I F 22.170 18.46 1.08 0.0 9.897 0.0974 0.964 Vet = 6.47 0.0 F 18.46 11.324 K Factor = 5.49 L7 19 5.60 19.79 1 E 2.305 6.750 120 12.486 I to T 5.762 8.067 -1.373 G 22.170 19.79 1.08 0.0 14.817 0.1108 1.641 Vet = 6.93 0.0 I G 19.79 12.754 K Factor = 5.54 L8 19 5.60 21.77 1 E 2.305 6.750 120 15.112 to T 5.762 8.067 -1.373 I H 22.170 21.77 1.08 0.0. 14.817 0.1321 1.957 Vet = 7.62 0.0 H 21.77 15.696 K Factor = 5.49 L9 21 5.60 19.04 1 2E 4.61 1.830 120 11.561 I to 0.0 4.610 -0.576 22.330 19.04 1.08 0.0 6.440 0.1031 0.664 Vet = 6.67 0.0 19.04 11.649 K Factor = 5.58 L10 23 5.60 17.34 1 3E 6.914 7.000 120 9.585 to T 5.762 12.676 0.182 J 22.580 17.34 1.08 0.0 19.676 0.0867 1.706 Vet = 6.07 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 9 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Etev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf I 0.0 I J 17.34 11.473 K Factor = 5.12 Lii 23 5.60 17.27 1 4E 9.219 7.000 120 9.511 to 0.0 9.219 -0.684 K 24.580 17.27 1.08 0.0 16.219 0.0861 1.396 Vel = 6.05 0.0 K 17.27 10.223 K Factor = 5.40 L12 21 5.60 17.97 1 E 2.305 9.000 120 10.294 to T 5.762 8.067 -1.442 L 24.330 17.97 1.08 0.0 17.067 0.0926 1.580 Vet = 6.29 0.0 L 17.97 10.432 K Factor = 5.56 L13 21 5.60 18.31 1 E 2.305 4.830 120 10.696 to T 5.762 8.067 -1.442 M 24.330 18.31 1.08 0.0 12.897 0.0959 1.237 Vet = 6.41 0.0 M 18.31 10.491 K Factor = 5.65 L14 27 5.60 15.82 1 3E 6.914 7.500 120 7.976 to T 5.762 12.676 1.156 N 24.330 15.82 1.08 0.0 20.176 0.0732 1.476 Vet = 5.54 0.0 IN 15.82 10.608 K Factor = 4.86 L15 19 5.60 19.14 1 E 2.305 7.920 120 11.684 to T 5.762 8.067 -2.308 o 24.330 19.14 1.08 0.0 15.987 0.1041 1.664 Vet = 6.70 0.0 o 19.14 11.040 K Factor = 5.76 L16 27 5.60 16.48 1 3E 6.914 7.500 120 8.661 to T 5.762 12.676 1.156 P 24.330 16.48 1.08 0.0 20.176 0.0790 1.593 Vet = 5.77 0.0 P 16.48 11.410 K Factor = 4.88 L17 27 5.60 17.90 1 3E 6.914 7.500 120 10.216 to T 5.762 12.676 1.156 Q 24.330 17.9 1.08 0.0 20.176 0.0920 1.856 Vel = 6.27 0.0 Q 17.90 13.228 K Factor = 4.92 L18 19 5.60 20.78 1 E 2.305 7.920 120 13.771 to T 5.762 8.067 -2.308 R 24.330 20.78 1.08 0.0 15.987 0.1212 1.937 Vet = 7.28 0.0 R 20.78 13.400 K Factor = 5.68 B 20.750 34.32 1 T 5.762 5.670 120 7.750 to 0.0 5.762 -0.615 C 22.170 34.32 1.08 0.0 11.432 0.3066 3.505 Vet = 12.02 0.0 C 34.32 10.640 K Factor= 10.52 Computer Programs by Hydratec Inc. Revision: 50.52.1 I Final Calculations - Hazen-Williams Western Fire Protection Inc Page 10 I. C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt - to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf I A 22.170 -18.94 1.5 0.0 1.920 120 10.666 to 0.0 0.0 0.0 C 22.170 -18.94 1.639 0.0 1.920 -0.0135 -0.026 Vel = 2.88 I C 22.170 34.32 1.5 0.0 13.170 120 10.640 to 0.0 0.0 0.0 0 22.170 15.38 1.639 0.0 13.170 0.0091 0.120 Vel = 2.34 22.170 18.00 1.5 0.0 2.420 120 10.760 I D to 0.0 0.0 0.0 E 22.170 33.38 1.639 0.0 2.420 0.0384 0.093 Vel = 5.08 E 22.170 19.56 1.5 0.0 5.250 120 10.853 to I 0.0 0.0 0.0 F 22.170 52.94 1.639 0.0 5.250 0.0897 0.471 Vel = 8.05 F 22.170 18.46 1.5 0.0 9.170 120 11.324 0.0 0.0 0.0 I to G 22.170 71.4 1.639 0.0 9.170 0.1559 1.430 Vel = 10.86 G 22.170 19.79 1.5 0.0 12.000 120 12.754 0.0 0.0 0.0 I to H 22.170 91.19 1.639 0.0 12.000 0.2452 2.942 Vel = 13.87 H 22.170 21.77 1.5 T 8.727 17.420 120 15.696 to 0.0 8.727 0.0 10 22.170 112.96 1.639 0.0 26.147 0.3644 9.527 Vel= 17.18 I 0.0 10 112.96 25.223 KFactor= 22.49 22.170 37.10 1.5 E 4.363 11.080 120 10.666 I A to T 8.727 13.090 -0.069 X 22.330 37.1 1.639 0.0 24.170 0.0465 1.123 Vel = 5.64 0.0 I X 37.10 11.720 KFactor= 10.84 22.330 -38.95 1.5 0.0 1.330 120 11.649 to 0.0 0.0 -0.108 j 22.580 -38.95 1.639 0.0 1.330 -0.0511 -0.068 Vel = 5.92 I J 22.580 17.34 1.5 T 8.727 7.170 120 11.473 to 0.0 8.727 -0.758 TEE 24.330 -21.61 1.639 0.0 15.897 -0.0171 -0.272 Vel 3.29 I 0.0 TEE -21.61 10.443 K Factor= -6.69 K 24.580 17.27 1.5 T 8.727 1.170 120 10.223 I to 0.0 8.727 0.108 TEE 24.330 17.27 1.639 0.0 9.897 0.0113 0.112 Vel = 2.63 TEE 24.330 -21.61 1.5 E 4.363 8.000 120 10.443 0.0 4.363 0.0 I to L 24.330 -4.34 1.639 0.0 12.363 -0.0009 -0.011 Vel = 0.66 L 24.330 17.97 1.5 0.0 8.080 120 10.432 0.0 0.0 0.0 I to M 24.330 13.63 1.639 0.0 8.080 0.0073 0.059 Vel = 2.07 M 24.330 18.31 1.5 0.0 3.330 120 10.491 to 0.0 0.0 0.0 N 24.330 31.94 1.639 0.0 3.330 0.0351 0.117 Vel = 4.86 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams I Western Fire Protection Inc Page 11 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to Node2 Etev2 Fact Qt Act o Eqv. Ln. Ftng's Total Pf/Ft Pe Pf ******* Notes N 24.330 15.82 1.5 0.0 5.830 120 10.608 I to 0.0 0.0 0.0 o 24.330 47.76 1.639 0.0 5.830 0.0741 0.432 Vel = 7.26 o 24.330 19.14 1.5 0.0 2.670 120 11.040 to 0.0 0.0 0.0 P 24.330 66.9 1.639 0.0 2.670 0.1386 0.370 Vet = 10.17 P 24.330 16.48 1.5 0.0 8.750 120 11.410 to 0.0 0.0 0.0 Q 24.330 83.38 1.639 0.0 8.750 0.2078 1.818 Vet = 12.68 Q 24.330 17.90 1.5 0.0 0.580 120 13.228 to 0.0 0.0 0.0 R 24.330 101.28 1.639 0.0 0.580 0.2966 0.172 Vet = 15.40 R 24.330 20.78 1.5 T 8.727 17.420 120 13.400 to 0.0 8.727 0.0 11 24.330 122.06 1.639 0.0 26.147 0.4205 10.996 Vet = 18.56 0.0 11 122.06 24.396 KFactor= 24.71 22.330 57.99 1.5 0.0 0.670 120 11.649 to 0.0 0.0 0.0 X 22.330 57.99 1.639 0.0 0.670 0.1060 0.071 Vet = 8.82 X 22.330 37.10 1.5 2E 8.727 31.500 120 11.720 to 0.0 8.727 -0.182 XX 22.750 95.09 1.639 0.0 40.227 0.2650 10.659 Vet = 14.46 XX 22.750 -46.75 1.5 2E 8.727 61.250 120 22.197 to T 8.727 17.454 -0.684 12 24.330 48.34 1.639 0.0 78.704 0.0758 5.965 Vet = 7.35 0.0 12 48.34 27.478 K Factor = 9.22 XX 22.750 46.75 1.5 21 17.453 67.920 120 22.197 to E 4.363 21.816 0.0 13 22.750 46.75 1.639 0.0 89.736 0.0713 6.394 Vet = 7.11 0.0 13 46.75 28.591 K Factor = 8.74 10 22.170 112.96 3 0.0 9.170 120 25.223 to 0.0 0.0 -0.935 11 24.330 112.96 3.31 0.0 9.170 0.0118 0.108 Vet = 4.21 11 24.330 122.06 3 4E 40.526 26.330 120 24.396 to 0.0 40.526 0.0 12 24.330 235.02 3.31 0.0 66.856 0.0461 3.082 Vet = 8.76 12 24.330 48.34 3 0.0 6.580 120 27.478 to 0.0 0.0 0.684 13 22.750 283.36 3.31 0.0 6.580 0.0652 0.429 Vet = 10.57 13 22.750 46.75 3 2E 20.263 8.750 120 28.591 to 0.0 20.263 0.832 TR 20.830 330.11 3.31 0.0 29.013 0.0864 2.507 Vet = 12.31 TR 20.830 0.0 4 E 13.843 19.500 120 31.930 to 0.0 13.843 8.445 BR 1.330 330.11 4.304 0.0 33.343 0.0241 0.802 Vet = 7.28 Computer Programs by Hydratec Inc. Revision: 50.52.1 I Final Calculations - Hazen-Williams Western Fire Protection Inc Page 12 • C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total PfIFt Pf I BR 1.330 0.0 4 3E 55.233 8.670 140 41.177 to 0.0 55.233 0.359 FLG .500 330.11 4.304 0.0 63.903 0.0181 1.156 Vel = 7.28 I FLG .500 0.0 6 E 20.084 10.000 140 42.692 to 0.0 20.084 1.949 DI -4 330.11 6.16 0.0 30.084 0.0032 0.095 Vel = 3.55 Dl -4 0.0 6 G 4.625 73.000 150 44.736 I to 2E 43.166 47.791 0.0 CV1 -4 330.11 6.09 0.0 120.791 0.0029 0.355 Vel = 3.64 I Cvi to -4 0.0 6 3E 60.252 0.0 20.000 60.252 140 45.091 2.000 * Fixed Loss = 2 CV2 -4 330.11 6.16 0.0 80.252 0.0032 0.253 Vel = 3.55 CV2 -4 0.0 6 E 21.583 115.500 150 47.344 G 4.625 72.457 0.0 I to SRC -4 330.11 6.09 T 46.249 187.957 0.0029 0.552 Vel = 3.64 100.00 Qa = 100.00 SRC 430.11 47.896 KFactor= 62.15 I I 1 I I. I I I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 - . - Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Poway, CA 92064 858-513-4949 Job Name : C-3433 GPR Sheraton Lobby Buildout Building Location : 5420 Grand Pacific Dr. System : Area #3 Contract : C-3433 Data File : C-3343 GPR Kitchen Area.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I I 'I I I I I I I I I I I I I I I Page 1 Date 12-21-17 Western Fire Protection Inc C-3433 GPR Sheraton Lobby Buildout HYDRAULIC CALCULATIONS for Project name: C-3433 GPR Sheraton Lobby Buildout Location: 5420 Grand Pacific Dr. Drawing no: Date: 12-29-17 Design Remote area number: Area #3 Remote area location: Kitchen Area Occupancy classification: Ordinary Hazard I Density: .15 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: Varies - SqFt Type of sprinklers calculated: 5.6K 1550 QR-SSP/ QR-SSU No. of sprinklers calculated: 20 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 603.779 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal @ 53.327 - Psi Water supply information Date: 12-28-17 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. / / Poway, CA 92064 Phone number: 858-513-4949 Name of designer: C. Hollands Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction hass been taken prior to data entry. Computer Programs by Hydratec Inc. Revision: 50.52.1 =1=11=1 - - - - M-1111111111111111 - - - - - - - M - - Water Supply Curve C Western Fire Protection Inc Page 2 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 City Water Supply: Demand: Cl - Static Pressure : 56.7 Dl - Elevation : 5.630 C2 - Residual Pressure: 28.8 D2 - System Flow : 353.779 C2 - Residual Flow : 6800 D2 - System Pressure : 53.328 Hose ( Demand) : 250 D3 - System Demand : 603.779 Safety Margin : 3.056 150 140 130 p120 R11° E10° S90 s 8° u 70 R6° : E 50 D _____ _______ _________ __________ ____________ ______________ ________________ __________________ 40 30 C2 20 dI.id. I I I 10 I I I 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( N " 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram I Western Fire Protection Inc Page 3 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 I 18.4 K2 - A I I 35.8 I 18. K3 B I I 54.3 18.T I K4 - C 1 I 72.9 KS - D I I 91.9 K6 - E 1 16.4 K7 - F I I 16.4 16. I K8 - G I I 33.2 16. K9 H I I 50.1 17. Kb4- I I I I 67.3 K11 J I I 84.7 18 1 I K124- K I I 102.7 L IK134- 16.6 K144- M I I I 16.6 164 K15<- N 17.4 I I(16 0 17.3 K174- P 1 I I 67.8 17.0 K184- Q I I 85.4 17. K19 R I 103.2 I 18. K20<-. S 17.3 54.3 91.9 1 KI4-A 4_B 4-C 4-0 4-E 4-20 35.8 72.9 111.1 16.4 50.1 84.7 120.9 F 4-G 4-H (-I 4-J 4-K 4-L .-21 I 33.2 67.3 102.7 Computer Programs by Hvdratec Inc. Revision: 5052.1 1 I I Flow Diagram Western Fire Protection Inc C-3433 GPR Sheraton Lobby Buildout Page 4 Date 12-21-17 16.6 M i-N +- TEE 1 33.1 I 33.1 50.5 17.f I 67.8 103.2 o i-TEE4_P i--Q i--R 4-S +-22 50.5 85.4 121.7 111.1 353.8 353.8 353.8 353.8 353.8 353.8 20 21 i-. 22 €. 23 +_10 +-- Ii +-12 13 +_ TR -. BR i-. FLG4-. DI €. Cvii-- CV2i-. SRC 232 353.8 353.8 353.8 353.8 353.8 353.8 I I I I I I 1 I I I I I 1 I I Computer Programs by Hydratec Inc. Revision: 50.52.1 I I Fittings Used Summary Western Fire Protection Inc Page 5 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Fitting Legend Abbrev. Name 1/2 % 1 11/4 1Y2 2 21,4 3 31,4 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 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 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter units Inches Length Units Feet Flow Uiiih. US Gallons per Minute Pressure Units Pounds per Squdle liicli 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 CIactors 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 Cl-actors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - - - - - - - = - - - M M - M - mI Flow Summary - NFPA 2007 Western Fire Protection Inc Page 6 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 SUPPLY ANAL YSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 56.7 28.8 6800.0 56.384 603.78 53.328 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes I K2 9.0 5.6 10.83 18.43 K3 9.0 5.6 10.9 18.49 I K4 K5 9.0 9.0 5.6 5.6 11.14 11.41 18.69 18.92 K6 9.0 5.6 11.83 19.26 K7 11.0 5.6 8.59 16.41 K8 9.0 5.6 9.0 16.8 I K9 9.0 5.6 9.06 16.86 K10 9.0 5.6 9.44 17.21 K11 9.0 5.6 9.74 17.47 K12 9.0 5.6 10.28 17.95 I K13 9.0 5.6 10.61 18.24 K14 11.0 5.6 8.81 16.62 K15 11.0 5.6 8.62 16.45 I K16 9.0 5.6 9.71 17.45 K17 9.0 5.6 9.56 17.31 K18 9.0 5.6 9.79 17.53 I K19 K20 9.0 9.0 5.6 5.6 10.16 10.94 17.85 18.52 Ki 15.17 5.6 9.59 17.34 A 15.17 9.6 B 15.17 9.68 l C 15.17 9.95 D 15.17 10.26 E 15.17 10.73 15.17 7.53 I F G 15.17 7.54 H 15.17 7.62 15.17 8.04 I I J 15.17 8.37 K 15.17 8.98 L 15.17 9.42 M 15.17 7.81 I N 15.17 7.83 0 15.17 8.04 TEE 15.17 8.11 15.17 8.17 I F Q 15.17 8.44 R 15.17 8.85 S 15.17 9.73 I 20 15.17 13.35 21 15.17 13.47 I I Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - NFPA 2007 Western Fire Protection Inc Page 7 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 22 15.17 13.83 23 16.67 20.95 10 22.17 25.38 11 24.33 25.34 12 24.33 31.91 13 22.75 33.24 TR 20.83 36.92 BR 1.33 46.28 FLG 0.5 47.95 DI -4.0 50.01 Cvi -4.0 50.41 CV2 -4.0 52.7 SRC -4.0 53.33 Computer Programs by Hydratec Inc. Revision: 50.52.1 250.0 EOD Western Fire Protection Inc Page 8 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to Node2 Elev2 Fact Qt Act or Eqv. Ln. Ftng's Total Pf/Ft Pe Pf ******* Notes I K2 9 5.60 18.43 1 E 2.305 6.830 120 10.826 to T 5.762 8.067 -2.672 A 15.170 18.43 1.08 0.0 14.897 0.0970 1.445 Vel = 6.45 I 0.0 A 18.43 9.599 K Factor = 5.95 K3 9 5.60 18.49 1 E 2.305 6.830 120 10.899 T 5.762 8.067 -2.672 I to B 15.170 18.49 1.08 0.0 14.897 0.0976 1.454 Vel = 6.48 0.0 B 18.49 9.681 K Factor= 5.94 I K4 9 5.60 18.69 1 E 2.305 6.830 120 11.136 to T 5.762 8.067 -2.672 C 15.170 18.69 1.08 0.0 14.897 0.0996 1.484 Vel = 6.55 0.0 I C 18.69 9.948 K Factor = 5.93 K5 9 5.60 18.92 1 E 2.305 6.830 120 11.410 T 5.762 8.067 -2.672 I to 0 15.170 18.92 1.08 0.0 14.897 0.1018 1.517 Vel = 6.63 0.0 D 18.92 10.255 K Factor = 5.91 I K6 9 5.60 19.26 1 E 2.305 6.830 120 11.829 to T 5.762 8.067 -2.672 E 15.170 19.26 1.08 0.0 14.897 0.1053 1.569 Vel = 6.75 0.0 I E 19.26 10.726 K Factor = 5.88 K7 11 5.60 16.41 1 2E 4.61 4.920 120 8.585 0.0 4.610 -1.806 I to F 15.170 16.41 1.08 0.0 9.530 0.0783 0.746 Vel = 5.75 0.0 F 16.41 7.525 K Factor= 5.98 I K8 9 5.60 16.80 1 E 2.305 6.830 120 8.998 to T 5.762 8.067 -2.672 G 15.170 16.8 1.08 0.0 14.897 0.0818 1.218 Vel = 5.88 0.0 I G 16.80 7.544 K Factor= 6.12 K9 9 5.60 16.86 1 E 2.305 6.830 120 9.062 to T 5.762 8.067 -2.672 I H 15.170 16.86 1.08 0.0 14.897 0.0823 1.226 Vel = 5.90 0.0 H 16.86 7.616 KFactor= 6.11 K10 9 5.60 17.21 1 E 2.305 6.830 120 9.441 I to T 5.762 8.067 -2.672 15.170 17.21 1.08 0.0 14.897 0.0855 1.274 Vel = 6.03 1 0.0 I 17.21 8.043 K Factor= 6.07 K11 9 5.60 17.47 1 E 2.305 6.830 120 9.736 to T 5.762 8.067 -2.672 J 15.170 17.47 1.08 0.0 14.897 0.0879 1.310 Vel = 6.12 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams I Western Fire Protection Inc Page 9 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 I Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 I J 17.47 8.374 K Factor = 6.04 K12 to 9 5.60 17.95 1 E T 2.305 5.762 6.830 8.067 120 10.277 -2.672 K 15.170 17.95 1.08 0.0 14.897 0.0924 1.377 Vel = 6.29 0.0 K 17.95 8.982 K Factor = 5.99 K13 9 5.60 18.24 1 E 2.305 7.500 120 10.607 to T 5.762 8.067 -2.672 L 15.170 18.24 1.08 0.0 15.567 0.0952 1.482 Vel = 6.39 0.0 L 18.24 9.417 K Factor = 5.94 K14 11 5.60 16.62 1 2E 4.61 5.420 120 8.813 to 0.0 4.610 -1.806 M 15.170 16.62 1.08 0.0 10.030 0.0802 0.804 Vel = 5.82 0.0 M 16.62 7.811 K Factor = 5.95 K15 11 5.60 16.45 1 E 2.305 4.830 120 8.624 to T 5.762 8.067 -1.806 N 15.170 16.45 1.08 0.0 12.897 0.0786 1.014 Vel = 5.76 0.0 N 16.45 7.832 K Factor = 5.88 K16 9 5.60 17.45 1 2E 4.61 6.830 120 9.710 to 0.0 4.610 -2.672 o 15.170 17.45 1.08 0.0 11.440 0.0877 1.003 Vel = 6.11 0.0 o 17.45 8.041 K Factor = 6.15 K17 9 5.60 17.31 1 E 2.305 6.830 120 9.555 to T 5.762 8.067 -2.672 P 15.170 17.31 1.08 0.0 14.897 0.0865 1.288 Vel = 6.06 0.0 P 17.31 8.171 K Factor = 6.06 K18 9 5.60 17.53 1 E 2.305 6.830 120 9.794 to T 5.762 8.067 -2.672 Q 15.170 17.53 1.08 0.0 14.897 0.0885 1.318 Vel = 6.14 0.0 Q 17.53 8.440 K Factor = 6.03 K19 9 5.60 17.85 1 E 2.305 6.830 120 10.160 to T 5.762 8.067 -2.672 R 15.170 17.85 1.08 0.0 14.897 0.0915 1.363 Vel = 6.25 0.0 R 17.85 8.851 K Factor = 6.00 K20 9 5.60 18.52 1 E 2.305 6.830 120 10.940 to T 5.762 8.067 -2.672 S 15.170 18.52 1.08 0.0 14.897 0.0979 1.459 Vel = 6.49 0.0 S 18.52 9.727 K Factor = 5.94 Computer Programs by Hydratec Inc. Revision: 50.52.1 I Final Calculations - Hazen-Williams Western Fire Protection Inc Page 10 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf I Ki 15.170 5.60 17.34 2 0.0 4.580 120 9.586 to 0.0 0.0 0.0 A 15.170 17.34 2.203 0.0 4.580 0.0028 0.013 Vel = 1.46 I A 15.170 18.42 2 0.0 8.000 120 9.599 to 0.0 0.0 0.0 B 15.170 35.76 2.203 0.0 8.000 0.0102 0.082 Vel = 3.01 B 15.170 18.49 2 0.0 12.000 120 9.681 I to 0.0 0.0 0.0 C 15.170 54.25 2.203 0.0 12.000 0.0223 0.267 Vel = 4.57 I C to 15.170 18.69 2 0.0 0.0 8.000 0.0 120 9.948 0.0 D 15.170 72.94 2.203 0.0 8.000 0.0384 0.307 Vel = 6.14 D 15.170 18.92 2 0.0 8.000 120 10.255 0.0 0.0 0.0 I to E 15.170 91.86 2.203 0.0 8.000 0.0589 0.471 Vel = 7.73 E 15.170 19.26 2 T 13.639 17.750 120 10.726 I 20 15.170 t0 0.0 111.12 2.203 0.0 13.639 31.389 0.0837 0.0 2.628 Vel = 9.35 0.0 20 111.12 13.354 KFactor= 30.41 I F 15.170 16.41 2 0.0 7.580 120 7.525 to 0.0 0.0 0.0 G 15.170 16.41 2.203 0.0 7.580 0.0025 0.019 Vel = 1.38 G 15.170 16.80 2 0.0 8.000 120 7.544 I to 0.0 0.0 0.0 H 15.170 33.21 2.203 0.0 8.000 0.0090 0.072 Vel = 2.80 H 15.170 16.85 2 2E 13.639 8.670 120 7.616 I to 0.0 13.639 0.0 15.170 50.06 2.203 0.0 22.309 0.0191 0.427 Vel = 4.21 15.170 17.21 2 0.0 10.000 120 8.043 to 0.0 0.0 0.0 I J 15.170 67.27 2.203 0.0 10.000 0.0331 0.331 Vel = 5.66 J 15.170 17.47 2 0.0 12.000 120 8.374 I to K 15.170 84.74 2.203 0.0 0.0 0.0 12.000 0.0507 0.0 0.608 Vel = 7.13 K 15.170 17.96 2 0.0 6.000 120 8.982 to 0.0 0.0 0.0 15.170 102.7 2.203 0.0 6.000 0.0725 0.435 Vel = 8.64 I L L 15.170 18.23 2 T 13.639 27.750 120 9.417 to 0.0 13.639 0.0 21 15.170 120.93 2.203 0.0 41,389 0.0979 4.053 Vel = 10.18 I 0.0 21 120.93 13.470 KFactor= 32.95 M 15.170 16.62 2 0.0 8.420 120 7.811 I to 0.0 0.0 0.0 N 15.170 16.62 2.203 0.0 8.420 0.0025 0.021 Vel = 1.40 N 15.170 16.45 2 E 6.819 11.080 120 7.832 to 13.639 20.458 0.0 I TEE 15.170 33.07 2.203 0.0 31.538 0.0089 0.281 Vel = 2.78 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 11 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node? EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 TEE 33.07 8.113 KFactor= 11.61 O 15.170 17.45 2 E 6.819 5.670 120 8.041 to T 13.639 20.458 0.0 TEE 15.170 17.45 2.203 0.0 26.128 0.0028 0.072 Vel = 1.47 TEE 15.170 33.07 2 0.0 3.000 120 8.113 to 0.0 0.0 0.0 P 15.170 50.52 2.203 0.0 3.000 0.0193 0.058 Vel = 4.25 P 15.170 17.31 2 0.0 8.000 120 8.171 to 0.0 0.0 0.0 Q 15.170 67.83 2.203 0.0 8.000 0.0336 0.269 Vel = 5.71 Q 15.170 17.53 2 0.0 8.000 120 8.440 to 0.0 0.0 0.0 R 15.170 85.36 2.203 0.0 8.000 0.0514 0.411 Vel = 7.18 R 15.170 17.85 2 0.0 12.000 120 8.851 to 0.0 0.0 0.0 S 15.170 103.21 2.203 0.0 12.000 0.0730 0.876 Vel = 8.69 S 15.170 18.52 2 T 13.639 27.750 120 9.727 to 0.0 13.639 0.0 22 15.170 121.73 2.203 0.0 41.389 0.0991 4.103 Vel = 10.25 0.0 22 121.73 13.830 KFactor= 32.73 20 15.170 111.12 3 0.0 10.000 120 13.354 to 0.0 0.0 0.0 21 15.170 111.12 3.31 0.0 10.000 0.0116 0.116 Vel = 4.14 21 15.170 120.93 3 0.0 8.000 120 13.470 to 0.0 0.0 0.0 22 15.170 232.05 3.31 0.0 8.000 0.0450 0.360 Vel = 8.65 22 15.170 121.73 3 2E 20.263 37.170 120 13.830 to T 21.71 41.973 -0.650 23 16.670 353.78 3.31 0.0 79.143 0.0982 7.774 Vel = 13.19 23 16.670 0.0 3 4E 40.526 28.750 120 20.954 to 0.0 40.526 -2.382 10 22.170 353.78 3.31 0.0 69.276 0.0982 6.805 Vel = 13.19 10 22.170 0.0 3 0.0 9.170 120 25.377 to 0.0 0.0 -0.935 11 24.330 353.78 3.31 0.0 9.170 0.0981 0.900 Vel = 13.19 11 24.330 0.0 3 4E 40.526 26.330 120 25.342 to 0.0 40.526 0.0 12 24.330 353.78 3.31 0.0 66.856 0.0982 6.568 Vel = 13.19 12 24.330 0.0 3 0.0 6.580 120 31.910 to 0.0 0.0 0.684 13 22.750 353.78 3.31 0.0 6.580 0.0982 0.646 Vel = 13.19 13 22.750 0.0 3 2E 20.263 8.750 120 33.240 to 0.0 20.263 0.832 TR 20.830 353.78 3.31 0.0 29.013 0.0982 2.850 Vel = 13.19 TR 20.830 0.0 4 E 13.843 19.500 120 36.922 to 0.0 13.843 8.445 BR 1.330 353.78 4.304 0.0 33.343 0.0274 0.912 Vel = 7.80 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 12 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt - to or Ftng's Pe Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf BR 1.330 0.0 4 3E 55.233 8.670 140 46.279 to 0.0 55.233 0.359 FLG .500 353.78 4.304 0.0 63.903 0.0206 1.314 Vel = 7.80 U FLG .500 0.0 6 E 20.084 10.000 140 47.952 to 0.0 20.084 1.949 DI -4 353.78 6.16 0.0 30.084 0.0036 0.108 Vel = 3.81 DI -4 0.0 6 G 4.625 73.000 150 50.009 I to 2E 43.166 47.791 0.0 Cvi -4 353.78 6.09 0.0 120.791 0.0033 0.403 Vel = 3.90 I Cvi to -4 0.0 6 3E 60.252 0.0 20.000 60.252 140 50.412 2.000 * Fixed Loss = 2 CV2 -4 353.78 6.16 0.0 80.252 0.0036 0.288 Vel = 3.81 CV2 -4 0.0 6 E 21.583 115.500 150 52.700 G 4.625 72.457 0.0 I to SRC -4 353.78 6.09 T 46.249 187.957 0.0033 0.628 Vel = 3.90 250.00 Qa = 250.00 SRC 603.78 53.328 K Factor= 82.68 I I I I I I I I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 - Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Poway, CA 92064 858-513-4949 Job Name : C-3433 GPR Sheraton Lobby Buildout Building Location : 5420 Grand Pacific Dr. System : Area #5 Contract : C-3433 Data File : C-3343 GPR Kitchen Mansard.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I I I I I I I I I I I I I I I I I Page 1 Date 12-21-17 Western Fire Protection Inc C-3433 GPR Sheraton Lobby Buildout HYDRAULIC CALCULATIONS for Project name: C-3433 GPR Sheraton Lobby Buildout Location: 5420 Grand Pacific Dr. Drawing no: Date: 12-29-17 Design Remote area number: Area #5 Remote area location: Kitchen Mansard Occupancy classification: Light Hazard @ 130 Max Spacing Density: .1 - Gpm/SqFt Area of application: 7 heads - SqFt Coverage per sprinkler: Varies - SqFt Type of sprinklers calculated: 5.6K 200° QR-SSU No. of sprinklers calculated: 7 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 217.304 -GPM Type of system: Wet Volume of dry orpreaction system: N/A - Gal @ 49.073-Psi Water supply information Date: 12-28-17 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. I I Poway, CA 92064 Phone number: 858-513-4949 Name of designer: C. Hollands Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction hass been taken prior to data entry. Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - - - - - - - - - - M - - - - M - Water Supply Curve C Western Fire Protection Inc Page 2 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 City Water Supply: Demand: Cl - Static Pressure : 56.7 Dl - Elevation : 9.602 C2 - Residual Pressure: 28.8 D2 - System Flow : 117.304 C2 - Residual Flow : 6800 D2 - System Pressure : 49.073 Hose ( Demand ) : 100 D3 - System Demand : 217.304 Safety Margin : 7.579 150 140 130 p120 R110 E10° 90 80 U70 - - R6° - E 50 - 40 D C2 30 20 10 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Western Fire Protection Inc Page 3 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 15.2 Ml A I I 15.2 14. M2 €- B I 30.1 14. M3 - C 30.1 152 44.9 78.5 117.3 1173 117.3 117.3 117.3 117.3 117.3 117.3 A B 4-C 4-M44-M54-M64-M74-1 2 4-21 4-224-234-lO4-ll4-124-134-TR4-BR4-FLG4-DI4-CVI4-CV24-SRC 30.1 61.2 97 117.3 117.3 11 117.3 117.3 117.3 117.3 117.3 Computer Proçrams by Hydratec Inc. Revision: 50.52.1 - - - - - - - - - - - - - - - - - Fittings Used Summary Western Fire Protection Inc Page 4 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Fitting Legend Abbrev. Name 1/2 ~ 1 1Y4 1'/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 1390, 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 I NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 Flow Summary - NFPA 2007 Western Fire Protection Inc Page 5 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 56.7 28.8 6800.0 56.652 217.3 49.073 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes Ml 18.17 5.6 7.37 15.21 M2 18.17 5.6 7.05 14.87 M3 18.17 5.6 7.0 14.82 A 18.17 7.79 B 18.17 7.8 C 18.17 7.88 M4 18.17 5.6 8.53 16.35 MS 18.17 5.6 9.46 17.23 M6 18.17 5.6 10.95 18.53 M7 18.17 5.6 13.15 20.31 1 18.17 26.94 2 15.17 34.79 21 15.17 34.88 22 15.17 34.98 23 16.67 35.34 10 22.17 33.84 11 24.33 33.02 12 24.33 33.88 13 22.75 34.64 TR 20.83 35.85 BR 1.33 44.41 FLG 0.5 44.94 DI -4.0 46.9 Cvi -4.0 46.95 CV2 -4.0 48.99 SRC -4.0 49.07 100.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD Western Fire Protection Inc Page 6 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Etevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Notes u Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf I Ml 18.170 5.60 15.21 1 E 2.305 3.830 120 7.374 to 0.0 2.305 0.0 A 18.170 15.21 1.08 0.0 6.135 0.0680 0.417 Vet = 5.33 I 0.0 A 15.21 7.791 K Factor = 5.45 M2 18.170 5.60 14.87 1 E 2.305 3.420 120 7.046 T 5.762 8.067 0.0 I to B 18.170 14.87 1.08 0.0 11.487 0.0653 0.750 Vet = 5.21 0.0 B 14.87 7.796 K Factor = 5.33 M3 18.170 5.60 14.82 1 E 2.305 5.580 120 7.000 to T 5.762 8.067 0.0 C 18.170 14.82 1.08 0.0 13.647 0.0648 0.885 Vet = 5.19 0.0 I C 14.82 7.885 K Factor = 5.28 A 18.170 15.21 1.5 0.0 0.500 120 7.791 0.0 0.0 0.0 I to B 18.170 15.21 1.639 0.0 0.500 0.0100 0.005 Vet = 2.31 B 18.170 14.86 1.5 0.0 2.830 120 7.796 to 0.0 0.0 0.0 18.170 30.07 1.639 0.0 2.830 0.0314 0.089 Vet = 4.57 I C C 18.170 14.82 1.5 E 4.363 5.330 120 7.885 to 0.0 4.363 0.0 M4 18.170 44.89 1.639 0.0 9.693 0.0660 0.640 Vet = 6.83 I M4 18.170 5.60 16.35 1.5 0.0 8.000 120 8.525 to 0.0 0.0 0.0 M5 18.170 61.24 1.639 0.0 8.000 0.1174 0.939 Vet = 9.31 I M5 18.170 5.60 17.23 1.5 0.0 8.000 120 9.464 to 0.0 0.0 0.0 M6 18.170 78.47 1.639 0.0 8.000 0.1858 1.486 Vet = 11.93 M6 18.170 5.60 18.53 1.5 0.0 8.000 120 10.950 I to 0.0 0.0 0.0 M7 18.170 97.0 1.639 0.0 8.000 0.2749 2.199 Vet = 14.75 I M7 to 18.170 5.60 20.30 1.5 T 8.727 0.0 26.580 8.727 120 13.149 0.0 1 18.170 117.3 1.639 0.0 35.307 0.3907 13.796 Vet = 17.84 1 18.170 0.0 1.5 E 4.363 3.670 120 26.945 T 8.727 13.090 1.299 I to 2 15.170 117.3 1.639 0.0 16.760 0.3908 6.549 Vet = 17.84 2 15.170 0.0 3 0.0 6.920 120 34.793 0.0 0.0 0.0 I to 21 15.170 117.3 3.31 0.0 6.920 0.0127 0.088 Vet = 4.37 21 15.170 0.0 3 0.0 8.000 120 34.881 to 0.0 0.0 0.0 22 15.170 117.3 3.31 0.0 8.000 0.0127 0.102 Vet = 4.37 I 22 15.170 0.0 3 2E 20.263 37.170 120 34.983 to T 21.71 41.973 -0.650 23 16.670 117.3 3.31 0.0 79.143 0.0127 1.009 Vet = 4.37 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 7 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf I 23 16.670 0.0 3 4E 40.526 28.750 120 35.342 to 0.0 40.526 -2.382 10 22.170 117.3 3.31 0.0 69.276 0.0127 0.883 Vel = 4.37 10 22.170 0.0 3 0.0 9.170 120 33.843 to 0.0 0.0 -0.935 11 24.330 117.3 3.31 0.0 9.170 0.0126 0.116 Vel = 4.37 11 24.330 0.0 3 4E 40.526 26.330 120 33.024 to 0.0 40.526 0.0 12 24.330 117.3 3.31 0.0 66.856 0.0127 0.852 Vel = 4.37 12 24.330 0.0 3 0.0 6.580 120 33.876 to 0.0 0.0 0.684 13 22.750 117.3 3.31 0.0 6.580 0.0128 0.084 Vel = 4.37 13 22.750 0.0 3 2E 20.263 8.750 120 34.644 to 0.0 20.263 0.832 TR 20.830 117.3 3.31 0.0 29.013 0.0128 0.370 Vel = 4.37 TR 20.830 0.0 4 E 13.843 19.500 120 35.846 to 0.0 13.843 8.445 BR 1.330 117.3 4.304 0.0 33.343 0.0036 0.119 Vel = 2.59 BR 1.330 0.0 4 3E 55.233 8.670 140 44.410 to 0.0 55.233 0.359 FLG .500 117.3 4.304 0.0 63.903 0.0027 0.171 Vel = 2.59 FLG .500 0.0 6 E 20.084 10.000 140 44.940 to 0.0 20.084 1.949 Dl -4 117.3 6.16 0.0 30.084 0.0004 0.013 Vel = 1.26 Dl -4 0.0 6 G 4.625 73.000 150 46.902 to 2E 43.166 47.791 0.0 CVI -4 117.3 6.09 0.0 120.791 0.0004 0.053 Vel = 1.29 Cvi -4 0.0 6 3E 60.252 20.000 140 46.955 to 0.0 60.252 2.000 * Fixed Loss = 2 CV2 -4 117.3 6.16 0.0 80.252 0.0005 0.037 Vel = 1.26 CV2 -4 0.0 6 E 21.583 115.500 150 48.992 to G 4.625 72.457 0.0 SRC -4 117.3 6.09 T 46.249 187.957 0.0004 0.081 Vel = 1.29 100.00 Qa = 100.00 SRC 217.30 49.073 KFactor= 31.02 1 Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I I I ... Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Poway, CA 92064 858-513-4949 Job Name : C-3433 GPR Lobby Building Location : 5420 Grand Pacific Dr. System : Area #4 Contract : C-3433 Data File : C-3343 GPR Porte Cochere.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I I I I I I I I I I I I I I I I I Page 1 Date 12-21-17 Western Fire Protection Inc C-3433 GPR Lobby HYDRAULIC CALCULATIONS for Project name: C-3433 GPR Sheraton Lobby Buildout Location: 5420 Grand Pacific Dr. Drawing no: Date: 12-29-17 Design Remote area number: Area #4 Remote area location: Porte Cochere Occupancy classification: Ordinary Hazard I Density: .15 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: Varies - SqFt Type of sprinklers calculated: 5.6K 1550 QR-SSP/ QR-SSU No. of sprinklers calculated: 15 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 557.819 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal @ 45.221 -Psi Water supply information Date: 12-28-17 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. / / Poway, CA 92064 Phone number: 858-513-4949 Name of designer: C. Hollands Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction hass been taken prior to data entry. Computer Programs by Hydratec Inc. Revisioi: 50.52.1 - - - - - - - M - - 1=11 M - - M - - - - Water Supply Curve C Western Fire Protection Inc Page 2 C-3433 GPR Lobby Date 12-21-17 City Water Supply: Demand: Cl - Static Pressure : 56.7 Dl - Elevation : 9.853 C2 - Residual Pressure: 28.8 D2 - System Flow : 307.819 C2 - Residual Flow : 6800 D2 - System Pressure : 45.282 Hose ( Demand ) : 250 D3 - System Demand : 557.819 Safety Margin : 11.144 150 140 130 p120 R° E10° S90 s 8° u 70 R6° :f± E 50 B2 40 D 30 C2 20 10 • _l_.I I I I 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Western Fire Protection Inc C-3433 GPR Lobby 20.5 P1 - A T I 20.5 20. P2 - B T I 40.8 20. P3 - C 1 I 61.1 20. P4 - D 1 I 81.6 20. P5 - E -1 I 102.3 21. P6 <-F 18.9 P7 - G 19.5 P8 -. C T I 38.4 19. P9 <-H I 58 19. P104- I 1 I 77.8 P11<-.I I I 97.8 P12<- K I I 118.1 211 P13<- L 22.6 P14<- M I I 22.6 22. P15<- N 20.5 61.1 102.3 A <-B <-C <-D <-E <-F <-30 40.8 81.6 12315 I 123.5 38.4 77.8 118.1 C <-H <-I <-J <-K <-L <-31 58 97.8 139.1 22.6 M 4-N <-32 45.2 123.5 307.8 307.8 307.8 307.8 307.8 30 <- 31 <- 32 <- 33 <- 13 <- TR <_ BR <- FLG<_ DI <-. CVI<-. CV2<_ SRC 262.6 307.8 337.8 307.8 307.8 Computer Programs by Hydratec Inc. Revision: 5052.1 Page 3 Date 12-21-17 - - - - - - - = - - - - - - = = M- - Fittings Used Summary Western Fire Protection Inc Page 4 C-3433 GPR Lobby Date 12-21-17 Fitting Legend Abbrev. Name 1/2 3/4 1 1% 11/2 2 21/2 3 3Y2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 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 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 Flow Summary - NFPA 2007 1 Western Fire Protection Inc Page 5 C-3433 GPR Lobby Date 12-21-17 I SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 56.7 28.8 6800.0 56.427 557.82 45.282 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes P1 18.75 5.6 13.42 20.52 P2 18.75 5.6 13.07 20.25 P3 18.75 P4 18.75 5.6 5.6 13.17 13.38 20.32 20.48 P5 18.75 5.6 13.73 20.75 P6 18.75 5.6 14.27 21.15 P7 18.75 5.6 11.44 18.94 P8 18.75 5.6 12.13 19.5 P9 18.75 5.6 12.25 19.6 P10 18.75 5.6 12.46 19.77 P11 19.0 5.6 12.69 19.95 P12 18.75 5.6 13.24 20.37 P13 18.75 5.6 14.06 21.0 P14 18.75 5.6 16.28 22.6 P15 18.75 5.6 16.32 22.62 A 19.67 13.76 B 19.67 13.79 C 19.67 D 19.67 13.89 14.12 E 19.67 14.5 F 19.67 15.08 G 19.67 12.77 H 19.67 12.9 I 19.67 13.13 J 19.67 13.45 K 19.67 13.96 L 19.67 14.86 M 19.67 17.25 N 19.67 17.29 30 19.67 16.75 31 19.67 16.9 32 19.67 17.55 33 19.67 13 22.75 19.95 26.67 TR 20.83 29.71 BR 1.33 38.86 FLG 0.5 40.23 DI -4.0 42.26 Cvi -4.0 42.57 CV2 -4.0 44.8 SRC -4.0 45.28 250.0 I Computer Programs by Hydratec Inc. Revision: 50.52.1 I EOD Western Fire Protection Inc Page 6 C-3433 GPR Lobby Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf I P1 18.750 5.60 20.52 1 2E 4.61 1.580 120 13.423 to 0.0 4.610 -0.398 A 19.670 20.52 1.08 0.0 6.190 0.1184 0.733 Vel = 7.19 0.0 I A 20.52 13.758 K Factor = 5.53 P2 18.750 5.60 20.25 1 E 2.305 1.580 120 13.072 T 5.762 8.067 -0.398 I to B 19.670 20.25 1.08 0.0 9.647 0.1155 1.114 Vel = 7.09 0.0 B 20.25 13.788 K Factor = 5.45 I P3 18.750 5.60 20.32 1 E 2.305 1.580 120 13.170 to T 5.762 8.067 -0.398 C 19.670 20.32 1.08 0.0 9.647 0.1162 1.121 Vel= 7.12 0.0 I C 20.32 13.893 K Factor = 5.45 P4 18.750 5.60 20.48 1 E 2.305 1.580 120 13.377 I to 0 19.670 20.48 1.08 T 5.762 0.0 8.067 9.647 0.1180 -0.398 1.138 Vel = 7.17 0.0 D 20.48 14.117 K Factor= 5.45 I P5 18.750 5.60 20.75 1 E 2.305 1.580 120 13.731 to T 5.762 8.067 -0.398 E 19.670 20.75 1.08 0.0 9.647 0.1209 1.166 Vel = 7.27 0.0 I E 20.75 14.499 K Factor = 5.45 P6 18.750 5.60 21.15 1 E 2.305 1.580 120 14.270 to T 5.762 8.067 -0.398 I F 19.670 21.15 1.08 0.0 9.647 0.1252 1.208 Vel = 7.41 0.0 F 21.15 15.080 K Factor = 5.45 P7 18.750 5.60 18.94 1 E 2.305 8.830 120 11.440 I to T 5.762 8.067 -0.398 G 19.670 18.94 1.08 0.0 16.897 0.1020 1.724 Vel = 6.63 0.0 I G 18.94 12.766 K Factor = 5.30 P8 18.750 5.60 19.50 1 E 2.305 1.580 120 12.125 to T 5.762 8.067 -0.398 I G 19.670 19.5 1.08 0.0 9.647 0.1077 1.039 Vel = 6.83 0.0 G 19.50 12.766 K Factor= 5.46 P9 18.750 5.60 19.60 1 E 2.305 1.580 120 12.250 I to T 5.762 8.067 -0.398 H 19.670 19.6 1.08 0.0 9.647 0.1088 1.050 Vel = 6.86 I H 0.0 19.60 12.902 K Factor = 5.46 P10 18.750 5.60 19.77 1 E 2.305 1.580 120 12.460 to T 5.762 8.067 -0.398 19.670 19.77 1.08 0.0 9.647 0.1105 1.066 Vel = 6.92 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams I Western Fire Protection Inc Page 7 C-3433 GPR Lobby Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf I 0.0 I 19.77 13.128 K Factor = 5.46 P11 19 5.60 19.95 1 E 2.305 1.330 120 12.687 to T 5.762 8.067 -0.290 J 19.670 19.95 1.08 0.0 9.397 0.1124 1.056 Vel = 6.99 0.0 J 19.95 13.453 K Factor = 5.44 P12 18.750 5.60 20.37 1 E 2.305 1.580 120 13.236 to T 5.762 8.067 -0.398 K 19.670 20.37 1.08 0.0 9.647 0.1168 1.127 Vel = 7.13 0.0 K 20.37 13.965 K Factor = 5.45 P13 18.750 5.60 21.00 1 E 2.305 1.580 120 14.062 to T 5.762 8.067 -0.398 L 19.670 21.0 1.08 0.0 9.647 0.1236 1.192 Vel = 7.35 0.0 L 21.00 14.856 K Factor= 5.45 P14 18.750 5.60 22.60 1 E 2.305 1.580 120 16.280 to T 5.762 8.067 -0.398 M 19.670 22.6 1.08 0.0 9.647 0.1415 1.365 Vel = 7.91 0.0 M 22.60 17.247 K Factor = 5.44 P15 18.750 5.60 22.62 1 E 2.305 1.580 120 16.319 to T 5.762 8.067 -0.398 N 19.670 22.62 1.08 0.0 9.647 0.1418 1.368 Vel = 7.92 0.0 N 22.62 17.289 K Factor= 5.44 A 19.670 20.52 2 0.0 8.080 120 13.758 to 0.0 0.0 0.0 B 19.670 20.52 2.203 0.0 8.080 0.0037 0.030 Vel = 1.73 B 19.670 20.24 2 0.0 8.080 120 13.788 to 0.0 0.0 0.0 C 19.670 40.76 2.203 0.0 8.080 0.0130 0.105 Vel = 3.43 C 19.670 20.33 2 0.0 8.080 120 13.893 to 0.0 0.0 0.0 D 19.670 61.09 2.203 0.0 8.080 0.0277 0.224 Vel = 5.14 D to 19.670 20.48 2 0.0 0.0 8.080 0.0 120 14.117 0.0 E 19.670 81.57 2.203 0.0 8.080 0.0473 0.382 Vel = 6.87 E 19.670 20.75 2 0.0 8.080 120 14.499 to 0.0 0.0 0.0 F 19.670 102.32 2.203 0.0 8.080 0.0719 0.581 Vel = 8.61 F 19.670 21.15 2 T 13.639 2.750 120 15.080 to 30 19.670 123.47 2.203 0.0 0.0 13.639 16.389 0.1017 0.0 1.667 Vel = 10.39 0.0 30 123.47 16.747 KFactor= 30.17 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 8 I C-3433 GPR Lobby Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf I G 19.670 38.44 2 0.0 11.500 120 12.766 to 0.0 0.0 0.0 H 19.670 38.44 2.203 0.0 11.500 0.0118 0.136 Vet = 3.24 I H 19.670 19.60 2 0.0 9.000 120 12.902 to 0.0 0.0 0.0 19.670 58.04 2.203 0.0 9.000 0.0251 0.226 Vet = 4.89 19.670 19.77 2 0.0 7.500 120 13.128 I I to 0.0 0.0 0.0 J 19.670 77.81 2.203 0.0 7.500 0.0433 0.325 Vet = 6.55 to I J 19.670 19.95 2 0.0 0.0 7.750 0.0 120 13.453 0.0 K 19.670 97.76 2.203 0.0 7.750 0.0661 0.512 Vet = 8.23 K 19.670 20.37 2 0.0 9.500 120 13.965 0.0 0.0 0.0 I to L 19.670 118.13 2.203 0.0 9.500 0.0938 0.891 Vet = 9.94 L 19.670 21.00 2 T 13.639 2.500 120 14.856 31 I to 0.0 19.670 139.13 2.203 0.0 13.639 16.139 0.1269 0.0 2.048 Vet = 11.71 0.0 31 139.13 16.904 KFactor= 33.84 I M 19.670 22.60 2 0.0 9.500 120 17.247 to 0.0 0.0 0.0 N 19.670 22.6 2.203 0.0 9.500 0.0044 0.042 Vet = 1.90 N19.670 22.62 2 T 13.639 2.500 120 17.289 to I 0.0 13.639 0.0 32 19.670 45.22 2.203 0.0 16.139 0.0159 0.256 Vet = 3.81 0.0 I 32 45.22 17.545 KFactor= 10.80 30 19.670 123.47 3 0.0 11.170 120 16.747 to 0.0 0.0 0.0 31 19.670 123.47 3.31 0.0 11.170 0.0141 0.157 Vet = 4.60 I 31 19.670 139.13 3 0.0 11.330 120 16.904 to 0.0 0.0 0.0 32 19.670 262.6 3.31 0.0 11.330 0.0566 0.641 Vet = 9.79 32 I 19.670 45.22 3 T 21.71 10.000 120 17.545 to 0.0 21.710 0.0 33 19.670 307.82 3.31 0.0 31.710 0.0759 2.408 Vet = 11.48 I 33 19.670 0.0 3 SE 50.658 33.670 120 19.953 to T 21.71 72.368 -1.334 13 22.750 307.82 3.31 0.0 106.038 0.0759 8.052 Vet = 11.48 13 22.750 0.0 3 2E 20.263 8.750 120 26.671 I to 0.0 20.263 0.832 TR 20.830 307.82 3.31 0.0 29.013 0.0759 2.203 Vet = 11.48 TR 20.830 0.0 4 E 13.843 19.500 120 29.706 I to 0.0 13.843 8.445 BR 1.330 307.82 4.304 0.0 33.343 0.0211 0.705 Vet = 6.79 BR 1.330 0.0 4 3E 55.233 8.670 140 38.856 to 0.0 55.233 0.359 I FLG .500 307.82 4.304 0.0 63.903 0.0159 1.016 Vet = 6.79 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams I Western Fire Protection Inc Page 9 C-3433 GPR Lobby Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf I FLG .500 0.0 6 E 20.084 10.000 140 40.231 to 0.0 20.084 1.949 Dl -4 307.82 6.16 0.0 30.084 0.0028 0.083 Vel = 3.31 Dl -4 0.0 6 G 4.625 73.000 150 42.263 to 2E 43.166 47.791 0.0 CV1 -4 307.82 6.09 0.0 120.791 0.0026 0.312 Vel = 3.39 CV1 -4 0.0 6 3E 60.252 20.000 140 42.575 to 0.0 60.252 2.000 * Fixed Loss = 2 CV2 -4 307.82 6.16 0.0 80.252 0.0028 0.222 Vel = 3.31 CV2 -4 0.0 6 E 21.583 115.500 150 44.797 to G 4.625 72.457 0.0 SRC -4 307.82 6.09 T 46.249 187.957 0.0026 0.485 Vel = 3.39 250.00 Qa = 250.00 SRC 557.82 45.282 K Factor = 82.90 I I I I I I I I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I I I I I I I - - - Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Poway, CA 92064 858-513-4949 Job Name : C3433 GPR Sheraton Lobby Buildout Building Location : 5420 Grand Pacific Dr. System : Area #6 Contract : C-3433 Data File C-3343 GPR Low Lobby Mansard.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I I I I I I I I Western Fire Protection Inc Page 1 C3433 GPR Sheraton Lobby Buildout Date 12-21-17 I HYDRAULIC CALCULATIONS for Project name: C-3433 GPR Sheraton Lobby - Buildout Location: 5420 Grand Pacific Dr. Drawing no: Date: 12-29-17 Design Remote area number: Area #6 Remote area location: Low Lobby Mansard Occupancy classification: Light Hazard @ 130 Max Spacing Density: .1 - Gpm/SqFt Area of application: 7 Heads - SqFt Coverage per sprinkler: Varies - SqFt Type of sprinklers calculated: 5.6K 200° QR-SSU No. of sprinklers calculated: 7 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 212.289 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal Water supply information Date: 12-28-17 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department @ 37.338 - Psi Name of contractor. Western Fire Protection Inc Address: 13630 Danielson St. I I Poway, CA 92064 Phone number: 858-513-4949 Name of designer: C Hollands Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - - - - = - - M - - - - - - - - Water Supply Curve C Western Fire Protection Inc Page 2 C3433 GPR Sheraton Lobby Buildout Date 12-21-17 City Water Supply: Demand: Cl - Static Pressure : 56.7 Dl - Elevation : 9.312 C2 - Residual Pressure: 19.8 D2 - System Flow :113.09 C2 - Residual Flow : 8000 D2 - System Pressure : 48.615 Hose ( Demand) :100 D3 - System Demand : 213.09 Safety Margin : 8.040 150 140 130 p120 R° E10° 90 s 80 C4- u 70 R 60 E 50 40 D3 - 30 ___ C2 _ 20 10 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Western Fire Protection Inc Page 3 C3433 GPR Sheraton Lobby Buildout Date 12-21-17 14.8 MN3- A I I 21.1 37. 6.3 25.6 59.1 MN1_ MN2- A -* MN4*- MN54_ MN6- MN74- 3 - 4 1 1 21.1 9.6 42 59.1 I 541 37.2 I 541 5 _MN1 54 5 4-6 I 59.1 59.1. 113.1 113.1 113.1 1131 4 . 41 - 6 42 - BR - FLG4- DI - CVI4- CV2i- SAC 59.1 113.1 113.1 113.1 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - - - - - - - - - - - - - - - - - Fittings Used Summary Western Fire Protection Inc Page 4 C3433 GPR Sheraton Lobby Buildout Date 12-21-17 Filling Legend Abbrev. Name 1/ ~ 1 1% 11/2 2 2½ 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 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 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 Flow Summary - NFPA 2007 I Western Fire Protection Inc Page 5 C3433 GPR Sheraton Lobby Buildout Date 12-21-17 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 56.7 19.8 8000.0 56.655 213.09 48.615 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes MN3 17.5 5.6 7.0 14.82 MN1 17.5 5.6 9.05 16.84 MN2 17.5 A 17.5 5.6 8.26 8.1 16.1 MN4 17.5 5.6 8.08 15.92 MN5 17.5 5.6 8.14 15.98 MN6 17.5 5.6 8.53 16.36 MN7 17.5 5.6 9.3 17.08 3 17.5 27.29 5 17.5 30.27 4 14.5 31.72 41 14.5 32.11 6 14.5 34.22 42 14.5 38.18 BR 1.33 43.97 FLG 0.5 44.49 DI -4.0 46.45 CVI -4.0 CV2 -4.0 46.5 48.54 SRC -4.0 48.61 100.0 I I I I I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 I EOD Western Fire Protection Inc Page 6 C3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf I MN3 17.500 5.60 14.82 1 E 2.305 8.920 120 7.000 to T 5.762 8.067 0.0 A 17.500 14.82 1.08 0.0 16.987 0.0648 1.101 Vel = 5.19 0.0 I A 14.82 8.101 KFactor= 5.21 MN1 17.500 5.60 -37.19 1.25 0.0 8.000 120 9.046 0.0 0.0 0.0 I to MN2 17.500 -37.19 1.408 0.0 8.000 -0.0978 -0.782 Vel = 7.66 MN2 17.500 5.60 16.10 1.25 0.0 4.750 120 8.264 to 0.0 0.0 0.0 I A 17.500 -21.09 1.408 0.0 4.750 -0.0343 -0.163 Vel = 4.35 A 17.500 14.81 1.25 E 3.308 3.080 120 8.101 to 0.0 3.308 0.0 MN4 17.500 -6.28 1.408 0.0 6.388 -0.0036 -0.023 Vel = 1.29 I MN4 17.500 5.60 15.92 1.25 0.0 8.000 120 8.078 to 0.0 0.0 0.0 MN5 17.500 9.64 1.408 0.0 8.000 0.0080 0.064 Vel = 1.99 MN5 17.500 5.60 15.98 1.25 0.0 8.000 120 8.142 to 0.0 0.0 0.0 MN6 17.500 25.62 1.408 0.0 8.000 0.0491 0.393 Vel = 5.28 MN6 17.500 5.60 16.36 1.25 0.0 6.250 120 8.535 I to 0.0 0.0 0.0 MN7 17.500 41.98 1.408 0.0 6.250 0.1222 0.764 Vel = 8.65 MN7 17.500 5.60 17.08 1.25 3E 9.925 61.670 120 9.299 I to T 6.617 16.542 0.0 3 17.500 59.06 1.408 0.0 78.212 0.2300 17.992 Vel = 12.17 3 17.500 0.0 1.25 E 3.308 3.670 120 27.291 T 6.617 9.925 1.299 I to 4 14.500 59.06 1.408 0.0 13.595 0.2301 3.128 Vel = 12.17 4 0.0 59.06 31.718 KFactor= 10.49 I 5 17.500 -54.03 1.25 2E 6.617 95.500 120 30.267 to T 6.617 13.234 0.0 MN1 17.500 -54.03 1.408 0.0 108.734 -0.1952 -21.221 Vel = 11.13 I 0.0 MN1 -54.03 9.046 K Factor = -17.96 5 17.500 54.03 1.25 E 3.308 3.670 120 30.267 T 6.617 9.925 1.299 I to 6 14.500 54.03 1.408 0.0 13.595 0.1951 2.653 Vel = 11.13 0.0 6 54.03 34.219 K Factor = 9.24 I 4 14.500 59.06 2 0.0 15.000 120 31.718 to 0.0 0.0 0.0 41 14.500 59.06 2.203 0.0 15.000 0.0260 0.390 Vel = 4.97 I 41 14.500 0.0 2 4E 27.277 53.920 120 32.108 to 0.0 27.277 0.0 6 14.500 59.06 2.203 0.0 81.197 0.0260 2.111 Vet = 4.97 6 14.500 54.03 2 2E 13.639 18.500 120 34.219 I to T 13.639 27.278 0.0 42 14.500 113.09 2.203 0.0 45.778 0.0865 3.960 Vet = 9.52 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams I Western Fire Protection Inc Page 7 C3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to Node2 EIev2 Fact Qt Act or Eqv. Ln. Ftng's Total Pf/Ft Pe Pf ******* Notes 42 14.500 0.0 4 E 13.843 13.170 120 38.179 I to 0.0 13.843 5.704 BR 1.330 113.09 4.304 0.0 27.013 0.0033 0.089 Vel = 2.49 BR 1.330 0.0 4 3E 55.233 8.670 140 43.972 to 0.0 55.233 0.359 FLG .500 113.09 4.304 0.0 63.903 0.0025 0.160 Vel = 2.49 FLG .500 0.0 6 E 20.084 10.000 140 44.491 to 0.0 20.084 1.949 DI -4 113.09 6.16 0.0 30.084 0.0004 0.013 Vel = 1.22 DI to -4 0.0 6 G 2E 4.625 43.166 73.000 47.791 150 46.453 0.0 CV1 -4 113.09 6.09 0.0 120.791 0.0004 0.049 Vel = 1.25 Cvi -4 0.0 6 3E 60.252 20.000 140 46.502 to 0.0 60.252 2.000 * Fixed Loss = 2 CV2 -4 113.09 6.16 0.0 80.252 0.0004 0.035 Vel = 1.22 CV2 -4 0.0 6 E 21.583 119.000 150 48.537 to SRC -4 113.09 6.09 G T 4.625 46.249 72.457 191.457 0.0004 0.0 0.078 Vel = 1.25 100.00 Qa = 100.00 SRC 213.09 48.615 K Factor= 30.56 I I I I I I I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 If L2øL- oo(9- ... Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Poway, CA 92064 858-513-4949 Job Name C-3433 GPR Sheraton Lobby Buildout Building Location : 5420 Grand Pacific Dr. System : Area #7 Contract : C-3433 Data File : C-3343 GPR Exterior Canopy.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 I I Western Fire Protection Inc C-3433 GPR Sheraton Lobby Buildout Page 1 Date 12-21-17 I I i I I HYDRAULIC CALCULATIONS for Project name: C-3433 GPR Sheraton Lobby Buildout Location: 5420 Grand Pacific Dr. Drawing no: Date: 2-22-18 Design Remote area number: Area #7 Remote area location: Canopy Seating Area Occupancy classification: Light Hazard Density: .10 - Gpm/SqFt Area of application: 1038 - SqFt Coverage per sprinkler: Varies - SqFt Type of sprinklers calculated: 5.6K 200° QR-SSU No. of sprinklers calculated: 11 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 274.916 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal @ 36.041 -Psi Water supply information Date: 12-28-17 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. / / Poway, CA 92064 Phone number: 858-513-4949 Name of designer: C. Hollands Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction hass been taken prior to data entry. I I I I I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I I - - - - - - - - - - - - - - - - - - - Water Supply Curve C Western Fire Protection Inc Page 2 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 City Water Supply: Demand: Cl - Static Pressure : 56.7 Dl - Elevation : 8.303 C2 - Residual Pressure: 28.8 D2 - System Flow : 174.916 C2 - Residual Flow : 6800 D2 - System Pressure : 36.041 Hose ( Demand) : 100 - D3 - System Demand : 274.916 Safety Margin : 20.585 150 140 130 p120 R11° E10° S90 80 u 70 R6° E 50 40 - 30 D3 - C2 20 Dl 10 -- 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Western Fire Protection Inc Page 3 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 50.6 1004- 1014- F 91.4 41.1 83.5 102 4- 103 4- 1044- 105 83.5 41.1 10.6 19 50.6 102-9 Cl C2 _ C3 - C4 C5 - C6 - 100 25.6 4.2 34.2 I 41.1 I 42.3 8.8 23.9 103-p C7 _ C8 - C9 - C104- C114- 101 25.3 7.5 40.9 91.4 91.4 91.4 91.4 91.4 174.9 174.9 174.9 174.9 174.9 174.9 F 4-G 4-H (-I 4-J 4-K 4-L 4-21 4-22 4-105 4-23 4-10 4-11 4-12 4-13 4-TR 4-BR 4-FLG4-D!4-CVI<_CV24-SRC 91.4 91.4 91.4 91.4 174.9 174.9 174.9 174.9 174.9 174.9 I I I I I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I I I I I I I I I I - - - - - - - - - - - - - = - - - _ Fittings Used Summary Western Fire Protection Inc Page 4 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Fitting Legend Abbrev. Name 1/2 '14 1 1% 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 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 T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 Flow Summary - NFPA 2007 Western Fire Protection Inc C-3433 GPR Sheraton Lobby Buildout SUPPLYANALYSIS I Node at Static Residual Available Source Pressure Pressure Flow Pressure SRC 56.7 28.8 6800.0 56.626 I NODE ANAL YSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node I 100 15.17 10.05 101 15.17 10.21 I 102 103 15.17 15.17 12.06 12.17 104 15.17 14.18 • Cl 15.17 5.6 7.76 15.6 C2 15.17 5.6 7.11 14.93 I C3 15.17 5.6 7.0 14.82 C4 15.17 5.6 7.02 14.83 C5 15.17 5.6 7.39 15.22 C6 15.17 5.6 8.48 16.3 I C7 15.17 5.6 9.28 17.06 C8 15.17 5.6 8.64 16.46 C9 15.17 5.6 8.52 16.35 I C10 15.17 5.6 8.59 16.41 Cli 15.17 5.6 9.15 16.94 F 15.17 11.73 G 15.17 12.17 I H 15.17 12.64 I 15.17 13.94 J 15.17 14.52 K 15.17 15.22 I L 15.17 15.57 21 15.17 17.99 22 15.17 18.05 105 15.17 18.16 I 23 16.67 19.27 10 22.17 18.74 24.33 18.05 I ll 12 24.33 19.83 13 22.75 20.69 TR 20.83 22.3 BR 1.33 30.99 I FLG 0.5 31.7 DI -4.0 33.68 Cvi -4.0 33.79 CV2 -4.0 35.87 I SRC -4.0 36.04 100.0 I I Page 5 Date 12-21-17 Total Demand Required Pressure 274.92 36.041 Notes I Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD Western Fire Protection Inc Page 6 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt - to Node2 EIev2 Fact Qt Act or Eqv. Ln. Ftngs Total Pf/Ft Pe Pf ******* Notes I 100 15.170 50.55 2 0.0 8.250 120 10.049 to 0.0 0.0 0.0 101 15.170 50.55 2.203 0.0 8.250 0.0195 0.161 Vel = 4.25 I 101 15.170 40.87 2 2E 13.639 12.330 120 10.210 to 0.0 13.639 0.0 F 15.170 91.42 2.203 0.0 25.969 0.0584 1.516 Vel = 7.69 F 1 0.0 91.42 11.726 KFactor= 26.70 102 15.170 41.15 2 0.0 8.250 120 12.064 0.0 0.0 0.0 I to 103 15.170 41.15 2.203 0.0 8.250 0.0133 0.110 Vel = 3.46 103 15.170 42.35 2 2E 13.639 13.420 120 12.174 to T 13.639 27.278 0.0 104 15.170 83.5 2.203 0.0 40.698 0.0493 2.008 Vel = 7.03 I 104 15.170 0.0 2 2E 13.639 53.250 120 14.182 to T 13.639 27.278 0.0 105 15.170 83.5 2.203 0.0 80.528 0.0493 3.974 Vel = 7.03 I 0.0 105 83.50 18.156 KFactor= 19.60 102 15.170 -41.15 1.25 T 6.617 29.920 120 12.064 I to 0.0 6.617 0.0 Cl 15.170 -41.15 1.408 0.0 36.537 -0.1179 -4.308 Vel = 8.48 Cl 15.170 5.60 15.60 1.25 0.0 13.250 120 7.756 to 0.0 0.0 0.0 I C2 15.170 -25.55 1.408 0.0 13.250 -0.0488 -0.647 Vel = 5.26 C2 15.170 5.60 14.93 1.25 E 3.308 8.000 120 7.109 to 0.0 3.308 0.0 I C3 15.170 -10.62 1.408 0.0 11.308 -0.0096 -0.109 Vet = 2.19 C3 15.170 5.60 14.81 1.25 0.0 10.000 120 7.000 to 0.0 0.0 0.0 C4 15.170 4.19 1.408 0.0 10.000 0.0017 0.017 Vet = 0.86 I C4 15.170 5.60 14.84 1.25 0.0 13.000 120 7.017 to 0.0 0.0 0.0 C5 15.170 19.03 1.408 0.0 13.000 0.0283 0.368 Vel = 3.92 C5 15.170 5.60 15.22 1.25 0.0 13.000 120 7.385 to 0.0 0.0 0.0 C6 15.170 34.25 1.408 0.0 13.000 0.0839 1.091 Vel = 7.06 06 15.170 5.60 16.30 1.25 T 6.617 2.500 120 8.476 I to 0.0 6.617 0.0 100 15.170 50.55 1.408 0.0 9.117 0.1725 1.573 Vel = 10.42 0.0 I 100 50.55 10.049 KFactor= 15.95 103 15.170 -42.35 1.25 T 6.617 16.670 120 12.174 to 0.0 6.617 0.0 I C7 15.170 -42.35 1.408 0.0 23.287 -0.1244 -2.896 Vel = 8.73 C7 15.170 5.60 17.06 1.25 0.0 13.250 120 9.278 to 0.0 0.0 0.0 C8 15.170 -25.29 1.408 0.0 13.250 -0.0478 -0.634 Vet = 5.21 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 7 C-3433 GPR Sheraton Lobby Buildout Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt - to Node2 Elev2 Fact Qt Act or Eqv. Ln. Ftng's Total Pf/Ft Pe Pf ******* Notes I C8 15.170 5.60 16.47 1.25 E 3.308 14.750 120 8.644 to 0.0 3.308 0.0 C9 15.170 -8.82 1.408 0.0 18.058 -0.0069 -0.124 VeT = 1.82 I C9 15.170 5.60 16.34 1.25 0.0 13.000 120 8.520 to 0.0 0.0 0.0 C10 15.170 7.52 1.408 0.0 13.000 0.0051 0.066 Vet = 1.55 ' C10 15.170 5.60 16.41 1.25 0.0 13.000 120 8.586 to 0.0 0.0 0.0 Cii 15.170 23.93 1.408 0.0 13.000 0.0433 0.563 Vet = 4.93 Cii 15.170 5.60 16.94 1.25 T 6.617 2.500 120 9.149 I to 0.0 6.617 0.0 101 15.170 40.87 1.408 0.0 9.117 0.1164 1.061 Vet = 8.42 0.0 I 101 40.87 10.210 KFactor= 12.79 F 15.170 91.42 2 0.0 7.580 120 11.726 to 0.0 0.0 0.0 G 15.170 91.42 2.203 0.0 7.580 0.0583 0.442 Vet = 7.69 I G 15.170 0.0 2 0.0 8.000 120 12.168 to 0.0 0.0 0.0 H 15.170 91.42 2.203 0.0 8.000 0.0584 0.467 Vet = 7.69 I H 15.170 0.0 2 2E 13.639 8.670 120 12.635 to 0.0 13.639 0.0 15.170 91.42 2.203 0.0 22.309 0.0584 1.302 Vet = 7.69 15.170 0.0 2 0.0 10.000 120 13.937 I I to 0.0 0.0 0.0 J 15.170 91.42 2.203 0.0 10.000 0.0583 0.583 Vet = 7.69 I j to 15.170 0.0 2 0.0 0.0 12.000 0.0 120 14.520 0.0 K 15.170 91.42 2.203 0.0 12.000 0.0584 0.701 Vet = 7.69 K 15.170 0.0 2 0.0 6.000 120 15.221 0.0 0.0 0.0 I to L 15.170 91.42 2.203 0.0 6.000 0.0583 0.350 Vet = 7.69 L 15.170 0.0 2 T 13.639 27.750 120 15.571 I to 21 15.170 91.42 2.203 0.0 0.0 13.639 41.389 0.0583 0.0 2.415 Vet = 7.69 21 15.170 0.0 3 0.0 8.000 120 17.986 to 0.0 0.0 0.0 22 15.170 91.42 3.31 0.0 8.000 0.0081 0.065 Vet = 3.41 I 22 15.170 0.0 3 0.0 13.080 120 18.051 to 0.0 0.0 0.0 105 15.170 91.42 3.31 0.0 13.080 0.0080 0.105 Vet = 3.41 I 105 15.170 83.50 3 2E 20.263 24.080 120 18.156 to T 21.71 41.973 -0.650 23 16.670 174.92 3.31 0.0 66.053 0.0267 1.763 Vet = 6.52 I 23 16.670 0.0 3 4E 40.526 28.750 120 19.269 to 0.0 40.526 -2.382 10 22.170 174.92 3.31 0.0 69.276 0.0267 1.849 Vet = 6.52 10 22.170 0.0 3 0.0 9.170 120 1 8.736 I to 0.0 0.0 -0.935 ii 24.330 174.92 3.31 0.0 9.170 0.0266 0.244 Vet = 6.52 I Computer Programs by Hydratec Inc. Revision: 50.52.1 I Final Calculations - Hazen-Williams Western Fire Protection Inc Page 8 C-3433 GPR Sheraton Lobby Buildout I Date 12-21-17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt - to Node2 EIev2 Fact Qt Act or Eqv. Ln. Ftng's Total Pf/Ft Fe Pf Notes I ll 24.330 0.0 3 4E 40.526 26.330 120 18.045 to 0.0 40.526 0.0 12 24.330 174.92 3.31 0.0 66.856 0.0267 1.784 Vel = 6.52 12 I 24.330 0.0 3 0.0 6.580 120 19.829 to 0.0 0.0 0.684 13 22.750 174.92 3.31 0.0 6.580 0.0267 0.176 Vel = 6.52 13 22.750 0.0 3 2E 20.263 8.750 120 20.689 I to 0.0 20.263 0.832 TR 20.830 174.92 3.31 0.0 29.013 0.0267 0.774 Vel = 6.52 TR 20.830 0.0 4 E 13.843 19.500 120 22.295 to I 0.0 13.843 8.445 BR 1.330 174.92 4.304 0.0 33.343 0.0074 0.248 Vel 3.86 BR 1.330 0.0 4 3E 55.233 8.670 140 30.988 I to 0.0 55.233 0.359 FLG .500 174.92 4.304 0.0 63.903 0.0056 0.358 Vel = 3.86 FLG .500 0.0 6 E 20.084 10.000 140 31.705 0.0 20.084 1.949 I to DI -4 174.92 6.16 0.0 30.084 0.0010 0.029 Vel = 1.88 Dl -4 0.0 6 G 4.625 73.000 150 33.683 to 2E 43.166 47.791 0.0 l CV1 -4 174.92 6.09 0.0 120.791 0.0009 0.109 Vel = 1.93 Cvi -4 0.0 6 3E 60.252 20.000 140 33.792 to 0.0 60.252 2.000 * Fixed Loss = 2 CV2 -4 174.92 6.16 0.0 80.252 0.0010 0.079 Vel = 1.88 I CV2 -4 0.0 6 E 21.583 115.500 150 35.871 to G 4.625 72.457 0.0 SRC -4 174.92 6.09 T 46.249 187.957 0.0009 0.170 Vel = 1.93 1 100.00 Qa = 100.00 SRC 274.92 36.041 K Factor= 45.79 I I I I I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 V2707/V2708 V2707/V2708 Pendent Recessed Pendent I I FireLock® V27, K56 4tauIcr Models V2703, V2707, V2704, V2708 40.10 Standard Spray Upright, Pendent and Recessed Pendent Standard and Quick Response Approvals/Listings: 0786 See Victaulic Publication 10.01 for more details. Product Description: These Model V27 standard spray sprinklers are designed to produce a hemispherical spray pattern for standard commercial applications. They are available with either standard or quick response bulbs. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 3) and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which provides Up to /411/19 mm of adjustments. Coverage For coverage area and sprinkler placement, refer to NFPA 13 or applicable standard. Technical Specifications: Models: V2703, V2704, V2707, V2708 Style: Pendent, Upright or Recessed Pendent Nominal Orifice Size: ½713 mm K Factor: 5.6 Imp./8.1 SI.' Nominal Thread Size: ½" NPT/15 mm Max. Working Pressure: 175 psi/1200 kPa (FM) 250 psi/1725 kPa (UL) Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa Mm. Operating Pressure: 7 psi/48 kPa 0.35 bar/5 psi (VdS for upright only) Temperature Rating: See chart For K-Factor when pressure is measured in Bar, multiply S. I. units by 10.0. I I I I L] I I L I I I I Exaggerated for clarity I I I I Job/Owner System No. Location Contractor Submitted By Date Engineer Spec Section Paragraph Approved Date I victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 40.10 2544 Rev. j updated 07/2014 © 2014 Victaulic Company. All rights reserved. 1 I 4tauiicr victaulic.com I Sprinklers I FireLock I K5.6, V27 I Publication 40.10 Material Specifications: Accessories Upright Deflector: Bronze per UNS C11000 Pendent Deflector: Bronze per UNS C51000 Installation Wrench: Bulb: Glass with glycerin solution El Open End: V27 Bulb Nominal Diameter: Recessed: V27-2 L E Standard: 5.0 mm Sprinkler Finishes: E Quick Response: 3.0 mm E Plain Brass Load Screw: Bronze per UNS 065100 E Chrome plated Pip Cap: Bronze per UNS 065100 E White painted3 Spring: Beryllium nickel El Black painted3 Seal: Teflon2 tape El Custom painted3 Frame: Die cast brass 65-30 Proprietary Nickel Teflon2 coating3 Lodgement.Spring:.Stainless steeLper.U.N.S_S30200.. -. .L VC,250._._ - ..... - 155, 200, 286 SR Only: El Wax3 For cabinets and other accessories refer to separate sheet. 2 Teflon is a registered trademark of Dupont Co. UL Listed for corrosion resistance. UL Listed and FM Approved for corrosion resistance. I 1 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 2 4r__ t; _au I - victaulic.com I Sprinklers I FireLock I K5.6, V27 I Publication 40.10 Approvals/Listings: Model APPROVALS/LISTINGS V2703 V2707 V2707 V2704 V2708 V2708 Orifice Size (inches) 1/2" 1/2" I/a" I/2fl V2" l/2' Orifice Size (mm) 13 13 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 5.6 5.6 Nominal K Factor S.1.5 8.1 8.1 8.1 8.1 8.1 8.1 Response Standard Standard Standard Quick Quick Quick Deflector Type Upright Pendent RecessedRecessed Upright Pendent Recessed Pendent Approved Temperature Ratings P/C" 135°F/57°C 135°F/57"C 135"F/57"C 135°F/57°C 135°F/57"C 155°F/68"C 155"F/680C 155"F/68°C 155"F/68°C 155"F/68"C 135"F/57"C cULus 175°F179°C 175"F/79"C 175"F/790C 175"F/79°C 175"F/79"C 155°F/68"C 200"F/93"C 200"F/93°C 200"F/93°C 200"F/93°C 200°F/93"C 175°F/79°C 286"F/1410C 286°F/141°C 286"F/141°C 286"F/141°C 2860F/1410C 200"F/93°C 360°F/182°C 360°F/1820C 1350F/57"C 135°F/57°C 135°F/57"C 135"F/57"C 155"F/680C 155°F/68°C 135"F/57"C 155"F/68"C 1550F/68"C 135°F/57°C FM 175"F/79°C 1757/79"C 155"F/68"C ° 175F/79"C 175"F/79"C 1550F/68"C 200"F/93"C 200°F/93°C 175°F/79°C 200°F/93"C 200°F/93"C 175"F/79°C 286"F/141"C 2860F/141"C 200°F/93"C 286"F/141"C 286°F/141"C 200"F/930C 360"F/182°C 360°F/182"C 135"F/57"C 135"F/57°C 135°F/570C 135"F/57°C 1350F/57"C 155°F/68°C 155°F/680C 155"F/680C 1550F/68"C 1550F/68"C 135"F/57°C NYC/MEA 62-99-E 175°F179°C 175"F/79°C 175"F/79"C 175"F/79"C 175°F/79"C 1550F/680C 200°F/93°C 200"F/93°C 200°F/93"C 200"F/93°C 200°F/93"C 175"F/79°C 286"F/141"C 286°F/141"C 286°F/141°C 286"F/141°C 286"F/141°C 200°F/930C 360°F/182"C 360°F/182°C 135°F/57°C 1350F/57°C 135°F/57"C 135"F/570C 1350F/570C 155"F/68°C 155°F/68"C 1550F/68"C 1550F/68"C 155"F/68"C 135°F/57"C CSFM 7690-0531:112 175°F/79°C 175"F/79"C 175"F/79"C 175"F/79"C 175"F/79"C 155"F/68"C 200°F/93°C 200°F/93"C 200"F/93"C 200"F/93"C 200°F/93°C 175°F/79°C 2860F/141"C 2860F/141"C 2860F/141°C 2860F/1410C 286°F/141°C 200°F/93°C 360"F/182"C 360"F/182°C 135°F/57°C 1550F/680C 135°F/57"C LPCB 175"F/79°C None None 155"F/68°C None None 200"F/93"C 175"F/79"C 286°F/1410C 200"F/930C 135"F/57"C 1350F/570C 135"F/57"C 135°F/57°C 155"F/680C 155°F/680C 1350F/57"C 155°F/680C 155°F/68"C 135°F/57"C VNIIPO 175"F/790C 175"F/79°C 155"F/68°C 1750F/790C 175°F/79°C 155°F/68°C 200°F/93°C 200"F/93°C 175°F/790C 200°F/93"C 200°F/930C 286"F/1410C 286"F/141"C 200"F/93"C 286"F/141"C 286"F/141"C 200"F/93°C 360"F/182"C 360"F/182"C ZSTZ ZSTX K-ZSTZ K-ZSTZ CCC 155"F/68°C 155"F/68°C None 155°F/68"C 155"F/68°C None 200"F/930C 200"F/930C 200°F/93"C 200"F/930C 135"F/57"C 155°F/68°C 155"F/68"C VdS 175"F/79°C None None 175"F/790C None None 200"F/930C 200"F/93"C 286"F/141"C 86°F/141"C 2 360"F/182°C 135°F/57"C 135°F/57"C 155"F/68"C 155°F/68"C CE 175"F/79"C None None 175"F/79"C None None 200"F/93"C 200"F/93"C 286"F/141"C 286"F/141°C 360"F/182°C For K Factor when pressure is measured in Bar, multiply S.I. units by 10.0 FM Approved with 1/2" adjustment escutcheon only - quick response Note: Listings and Approvals as of printing. All are approved open. I 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic company. All rights reserved. victaulic.com 3 I victaulic.com I Sprinklers I FireLock I K5.6, V27 I Publication 40.10 Dimensions: 1'M/ 37 mm I 135/ 2W! in 41 mm 60 m 2W/ m 60 mm 1 /8! I 41 mm I -L Standard Pendent - Standard Upright - V2707, V2708 V2703, V2704 r —x'H1e- 2/51 mm Miii. Hole l;tF Typical Ceiling He 1~ 30 1 \—Finished Surface 30rm 43 mm MAXIMUM RECESS - 2'146/ - 75 mm MAXIMUM EXTENSION W Adjustment Recessed - V2707, V2708 (drawing not to scale) ram I 24 mm JrrF777-7-' 37 mm ) 24 mm MVIMUM NtLO) 75 mm MAXIMUM EXTENSION 3/4 Adjustment Recessed - V2707, V2708 (drawing not to scale) 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 \/tauIic 1 victaulic.com I Sprinklers I FireLockw I K5.6, V27 I Publication 40.10 I Distribution Patterns: Models V2707, V2708 I K5.6 Standard Pendent and Recessed Pendent Distribution Patterns - Trajectory -- - - --- I 8 Ni. 2.4\N*. - :-;;- - - - - - - 7ps1 IS. -\ X - - - - 48 kPa - - - - - 15 psi 103 kPa 207 kPa __--_- Models V2703, V2704 K5.6 Standard Upright Distribution Patterns - Trajectory 7 psi 6' 48 kPa 15 psi kPa NIK 1 . ---- - - - - 103 .2,0 •\ S_ .\ . 30 psi 207 kPa 0.6m 1.2n Lam 2.4,,, 3.0,,, 3.7,0 4.3rn 4.9m NOTES: I A. Data shown is approximate and can vary due to differences in installation. These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock Automatic Sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA I National Fire Code or the Authority Having Jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. All patterns are symmetrical to the centerline of the waterway. I I 1 40.10 2544 Rev. J Updated 07/2014. © 2014 Victaulic company. All rights reserved. victaulic.com 5 I victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Ratings: Available Wrenches: I All glass bulbs are rated for temperatures from -67°F (-55°C) to those shown in the table below. Sprinkler Temperature Classification Victaulic Part Identification Temperature - Glass Bulb Color Nominal Temperature Rating Maximum Ambient Temperature Allowed Ordinary A 135°F/570C 100°F/38°C Orange Ordinary C 155°F/68°C 100°F/38°C Red Intermediate E 175°F/79°C 150°F/650C Yellow Intermediate F 200°F/930C 1 50°F/65°C Green High J 286°F/141°C 2250F8/107°C Blue Extra High K 360°F/1 82°C 300°F/1 49°C Purple - M Open - No Bulb Standard response only. 8 150/65 if wax coated. V27-2 Recessed V27 Open End V2707, V2708 Pendent V2707, V2708 Recessed Pendent V2703, V2704 upright WARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprin- klers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that supplied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pam- phlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. Q WE I nstallation Reference should always be made Is the -40 Victaulic FireLock Automatic Sprinklers Installation and Maintenance Sheet for the product you are installing. This installation sheet is included with each shipment of Victaulic products for complete installation and assembly data, and is available in PDF format on our website at victaulic.com. I Warranty Refer to the Warranty section at the current Price List or contact Victaulic for details. Note This product shall be manufactured by Victaulic arts Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Trademarks Victaulic is a registered trademark of Victaulic Company. I 40.10 2544 Rev. j updated 07/2014 © 2014 Victaulic Company. All rights reserved. '/"c. t ic victaulic.com 6 I Victaulic® FireLock® Sprinkler Coating Data Sheet 4tauiicr TB-901 7' Approvals/Listings: c® ILPCBl LISTED See Victaulic Publication 10.01 for more details. Coatings and Materials: Victaulic® Firelock® sprinklers are offered in a variety of materials and optional coatings to increase their resistance to corrosion. White and black paint, wax, Nickel-Teflon' and VC-250 are all UL/FM/VdS/LPCB approved coatings or finishes and are available on Victaulic FireLock sprinkler frames V10, V12, V24, V27, V34, and V36. VC-250 is UL and FM approved as a corrosion resistant coating, while VdS and LPCB have recognized and approved VC-250 as an alternate coating. Please refer to the particular agency website for additional details. VC-250: VC-250 is an optional, corrosion-resistant coating developed by Victaulic to increase the protection of FireLock sprinklers from visual and physical changes such as exposure to weather or exposure to areas that may be specified as chemical environments. When applied, this nickel based, multi-layer coating fully encompasses each Firelock sprinkler to provide increased corrosion resistance while maintaining functionality. 1 Teflon is a registered trademark of Dupont Corporation I A WARNING 1 Coating selection is the responsibility of the specifying engineer based on as installed conditions. The durability/longevity of any coating in a particular application is based on multiple factors and selection of the coating should be determined by an individual familiar with the application and the environmental factors. Final determination of the coating rests with the engineer of record, property owner or facility manager. Installation Considerations: Visual inspection is recommended for corrosion resistant sprinklers before and after installation, to verify the integrity of the corrosion resistant coating. Thereafter, inspect sprinklers on a regular basis for corrosion, mechanical damage, obstructions, etc. according to NFPA 25, and as required by local regulations or codes. For proper installation, maintenance and care instructions please follow the 1-40 instruction manual. For additional information regarding the coating properties, chemical resistance, or coating performance please contact Victaulic technical services at 1-800-PickVic. Visual Examination Conditions: UL corrosion testing was conducted according to the methods outlined in UL199. FM Global testing was conducted in accordance with the methods specified in FM 2000 sprinkler testing standard under the corrosion resistance section. Additional testing of commonly found chemicals at selected concentrations was performed to provide guidance on how the coated sprinklers can be visually affected. The testing was performed at an independent laboratory with accreditation by the American Association for Laboratory Accreditation (A2LA) following ASTM D1308 test protocols. ASTM D1308 is a testing method for the effect of chemicals on clear and pigmented organic finishes, resulting in any objectionable alteration in the surface, such as discoloration, change in gloss, blistering, softening, swelling, loss of adhesion, or special phenomena. These test methods provide the means by which the relative performance of coating systems may be evaluated. The results detailed in the table on the following page were, per the test method, following 48 hours of exposure and the samples being rinsed. The chemicals chosen were a representative sample of chemicals commonly found in many different industries and environments. For example, indoor swimming pools are often related with chlorine and hydrochloric acid, water treatment facilities and paper pulp mills may have hydrogen peroxide rich atmospheres, sodium hydroxide can be used in cleaners for the food and beverage industry, and sodium chloride is found along coastal salt water areas. The concentrations were for test purposes only and may not be representative of actual concentration levels where the sprinklers would be installed. I I I I I I I I I I 1-1 I I I I I victaulicfire.com I FireLock® I Sprinklers I Coating Data Sheet I Publication TB-901 TB-gal Rev 8 041514 Updated 05/2014 © 2014 Victaulic Company. All rights reserved. 1 I \,htaulicr iictaulliicr TB-gal Rev B 041514 updated 05/2014 © 2014 Victaulic Company. All rights reserved. victaulicfire.com 2 I victaulicfire.com I FireLock® I Sprinklers I Coating Data Sheet I Publication TB-901 I Visual Examination Results: The information in this table is the result of visual examinations only after the tests were conducted. Ratings based on testing at an ambient room temperature of -73F (22.8c) Report observations only. No Pass/Fail criteria provided. 1 Teflon is registered trademark of Dupont corporation Key NC No Visual Change During Exposure Visual Change During Exposure WARNING Coating selection is the responsibility of the specifying engineer based on as installed conditions. The durability/longevity of any coating in a particular application is based on multiple factors and selection of the coating should be determined by an individual familiar with the application and the environmental factors. Final determination of the coating rests with the engineer of record, property owner or facility manager. Installation Reference should always be made to the -40 Victaulic FireLock Automatic Sprinklers Installation and Maintenance Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in POE formal on our website at www.victaulicnre.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Trademarks Victaulic° and Firelock° are registered trademarks of Victaulic Company. I Tested according to ASTM D1308 spot test method. Chemical Brass Chrome Nickel-Teflon' VC-250 Stainless Steel 10% Hydrogen Peroxide NC NC NC 10t'o Sodium Hydroxide NC NC 3% Acetic Acid C NC NC NC NC 5% Ammonia NC 1111 IIIIIC!IiIII NC NC 10% Hydrochloric Acid C C NC NC NC 10% Hydrofluoric Acid 10% Nitric Acid NC NC 10% Phosphoric Acid NC li iIII. :cl NC 5% Sodium Chloride EI li I!i NC NC NC 2.0 L Sulfur Dioxide NC NC NC NC NC 10% Sulfuric Acid iiiiiiiiiiiCiiiiiiiii NC i!C'iiii!iiiiiiili NC I I I I I I I H I I I LI LI I I