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3465 TRAILBLAZER WAY; ; AS150015; Permit
City of Carlsbad Sprinkler Permit Permit No: AS150015 3465 TRAILBLAZER Job Address: WY Permit Type: SPRINK Parcel No: 2080104200 Lot #: 0 Status: APPROVED Applied 1/22/2015 Approved: 1/30/2015 Reference No.: Issued: 1/30/2015 PC #: Inspector: Project Title: FIRE STATION #3 NEW 10,858 SF FIRE STATION; 453 SF STORAGE BLDG. Applicant: HAMILTON FIRE PROTECTION 25060 HANCOCK AV STE 103 MURRIETA, CA 951-834-6305 Owner: CITY OF CARLSBAD PUBLIC AGENCY Fees ($) Add'l Fees ($) Total ($) Balance ($) 0 0 0 0 AS150015. - - Fire Protection by Computer Design HAMILTON FIRE PROTECTION 25060 HANCOCK #103 MURRIETA CA 92562 (951)834-6305 Job Name : Carlsbad Fire Station Area 1 Building Location : AREA 1 System Contract Data File : Carlsbad Fire Station Area 1 0H2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 p HAMILTON FIRE PROTECTION Page 1 Carlsbad Fire Station Area 1 Date 11/16/2014 Hydraulic Design Information Sheet Name - CARLSBAD FIRE STATION NO. 3 Date - 11/16/14 Location - AREA 1 Building - System No. - Contractor - KEETON Contract No. - Calculated By - C.H. Drawing No. - FP-2.1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES Occupancy - FIRE STATION GARAGE S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure S Other T Specific Ruling Made By E ) 3 ( ) Ex.Haz. Curve Date M Area of Sprinkler Operation - 2010 System Type Sprinkler/Nozzle Density - .20 (X) Wet Make TYCO D Area Per Sprinkler - 122 ( ) Dry Model TY313 E Elevation at Highest Outlet - 25.667 ( ) Deluge Size 1/2 S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 478.26 Press Required - 62.24 BOR Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 87 8 Press - R Residual Press - 40 Elev. - Well Flow - 7300 Proof Flow S Elevation - 0 U P Location - Connection to City Main P L Source of Information - Flow Curve provided by Consultant Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Ericap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Water Supply Curve C HAMILTON FIRE PROTECTION Page 2 Carlsbad Fire Station Area 1 Date 11/16/2014 City Water Supply: Demand: Cl - Static Jressure : 78.3 Dl - Elevation : 11.116 C2 - Residual Pressure: 36 02 - System Flow :478.262 C2 - Residual Flow : 7300 02 - System Pressure : 69.528 Hose ( Demand) : 250 03 - System Demand : 728.262 Safety Margin : 8.177 150 140 130 p120 A11° E10° S 90 Cl 580 U 70 R 60 - E50 - 40 30 20 10 D1- --. 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary HAMILTON FIRE PROTECTION Page 3 Carlsbad Fire Station Area 1 Date 11/16/2014 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31h 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 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90' Ell Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 Zin Wilkins 450DA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Row Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressyre / Flow Summary - STANDARD HAMILTON FIRE PROTECTION Page 4 Carlsbad Fire Station Area 1 Date 11/16/2014 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 1 25.375 5.6 17.76 na 23.6 0.2 96 11.76 2 22.667 20.63 na 3 22.417 5.6 20.92 na 25.61 0.2 96 11.76 4 20.458 25.5 na 5 22.292 24.71 na 6 19.542 30.83 na 7 25.667 5.6 18.99 na 24.4 0.2 122 18.99 8 23.333 5.6 21.57 na 26.01 0.2 122 18.99 9 21.0 5.6 24.19 na 27.54 0.2 122 18.99 10 19.542 30.84 na 11 25.667 5.6 19.12 na 24.49 0.2 122 18.99 12 23.333 5.6 21.71 na 26.09 0.2 122 18.99 13 21.0 5.6 24.34 na 27.63 0.2 122 18.99 14 19.542 31.03 na 15 25.667 5.6 19.44 na 24.69 0.2 122 18.99 16 23.333 5.6 22.05 na 26.3 0.2 122 18.99 17 21.0 5.6 24.71 na 27.83 0.2 122 18.99 18 19.542 31.48 na 19 25.667 5.6 20.01 na 25.05 0.2 122 18.99 20 23.333 5.6 22.67 na 26.67 0.2 122 18.99 21 21.0 5.6 25.37 na 28.21 0.2 122 18.99 22 19.542 32.3 na 23 25.667 5.6 20.93 na 25.62 0.2 122 18.99 24 23.333 5.6 23.66 na 27.24 0.2 122 18.99 25 21.0 5.6 26.42 na 28.79 0.2 122 18.99 26 19.542 33.61 na 27 21.0 5.6 33.68 na 32.5 0.2 122 18.99 28 19.542 35.51 na 29 19.542 37.09 na 71 19.5 45.16 na TOR 19.5 50.77 na BOR 0.5 62.24 na UG1 0.0 62.62 na UG2 0.0 62.78 na UG3 0.0 62.97 na UG4 0.0 64.0 na DC1 0.0 6433 na DC2 0.0 68.62 na HYD 0.0 69.07 na 250.0 TEE 0.0 69.46 na SRC 0.0 69.53 na The maximum velocity is 17.79 and it occurs in the pipe between nodes 28 and 29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMILTON FIRE PROTECTION Page 5 Carlsbad Fire Station Area 1 Date 11/16/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pt Pn 1 23.60 1.08 0.0 11.083 17.762 K Factor = 5.60 to 120.0 0.0 0.0 1.173 2 23.6 0.1533 0.0 11.083 1.699 Vet= 8.27 2 0.0 1.08 0.0 1.125 20.634 to 120.0 0.0 0.0 0.108 3 23.6 0.1538 0.0 1.125 0.173 Vet = 8.27 3 25.61 1.08 T 5.762 0.500 20.915 K Factor = 5.60 to 120.0 0.0 5.762 0.054 5 49.21 0.5974 0.0 6.262 3.741 Vet = 17.23 0.0 49.21 24.710 K Factor = 9.90 4 0.0 1.08 T 5.762 7.542 25.504 to 120.0 0.0 5.762 -0.794 5 0.0 0.0 0.0 13.304 0.0 Vet = 0 5 49.21 1.408 3E 9.925 13.500 24.710 to 120.0 T 6.617 16.542 1.191 6 49.21 0.1642 0.0 30.042 4.932 Vet = 10.14 6 0.0 3.314 0.0 3.000 30.833 to 120.0 0.0 0.0 0.0 10 49.21 0.0023 0.0 3.000 0.007 Vet = 1.83 0.0 49.21 30.840 K Factor = 8.86 7 24.40 1.08 0.0 9.625 18.990 K Factor = 5.60 to 120.0 0.0 0.0 1.011 8 24.4 0.1631 0.0 9.625 1.570 Vet = 8.55 8 26.01 1.408 0.0 9.375 21.571 K Factor = 5.60 to 120.0 0.0 0.0 1.010 9 50.41 0.1717 0.0 9.375 1.610 Vet = 10.39 9 27.55 1.408 2E 6.617 2.417 24.191 K Factor = 5.60 to 120.0 T 6.617 13.234 0.631 10 77.96 0.3845 0.0 15.651 6.018 Vet = 16.06 10 49.21 3.314 0.0 12.667 30.840 to 120.0 0.0 0.0 0.0 14 127.17 0.0147 0.0 12.667 0.186 Vet = 4.73 0.0 127.17 31.026 K Factor = 22.83 11 24.49 1.08 0.0 9.625 19.120 K Factor= 5.60 to 120.0 0.0 0.0 1.011 12 24.49 0.1643 0.0 9.625 1.581 VeI= 8.58 12 26.09 1.408 0.0 9.375 21.712 K Factor =5.60 to 120.0 0.0 0.0 1.010 13 50.58 0.1727 0.0 9.375 1.619 Vet = 10.42 13 27.63 1.408 2E 6.617 2.417 24.341 K Factor = 5.60 to 120.0 T 6.617 13.234 0.631 14 78.21 0.3868 0.0 15.651 6.054 Vet = 16.12 14 127.17 3.314 0.0 12.667 31.026 to 120.0 0.0 0.0 0.0 18 205.38 0.0358 0.0 12.667 0.453 Vet = 7.64 Ii Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMILTON FIRE PROTECTION Page 6 Carlsbad Fire Station Area 1 Date 11/16/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 205.38 31.479 K Factor = 36.61 15 24.69 1.08 0.0 9.625 19.436 K Factor = 5.60 to 120.0 0.0 0.0 1.011 16 24.69 0.1668 0.0 9.625 1.605 Vel = 8.65 16 26.30 1.408 0.0 9.375 22.052 K Factor = 5.60 to 120.0 0.0 0.0 1.010 17 50.99 0.1754 0.0 9.375 1.644 Vet = 10.51 17 27.83 1.408 2E 6.617 2.417 24.706 K Factor = 5.60 to 120.0 T 6.617 13.234 0.631 18 78.82 0.3924 0.0 15.651 6.142 Vel = 16.24 18 205.38 3.314 0.0 12.667 31.479 to 120.0 0.0 0.0 0.0 22 284.2 0.0651 0.0 12.667 0.825 Vel = 10.57 0.0 284.20 32.304 K Factor = 50.00 19 25.05 1.08 0.0 9.625 20.013 K Factor = 5.60 to 120.0 0.0 0.0 1.011 20 25.05 0.1713 0.0 9.625 1.649 VeI= 8.77 20 26.67 1.408 0.0 9.375 22.673 K Factor = 5.60 to 120.0 0.0 0.0 1.010 21 51.72 0.1801 0.0 9.375 1.688 Vel = 10.66 21 28.20 1.408 2E 6.617 2.417 25.371 K Factor =5.60 to 120.0 T 6.617 13.234 0.631 22 79.92 0.4027 0.0 15.651 6.302 Vet = 16.47 22 284.20 3.314 0.0 12.667 32.304 to 120.0 0.0 0.0 0.0 26 364.12 0.1029 0.0 12.667 1.304 Vet = 13.54 0.0 364.12 33.608 K Factor = 62.81 23 25.62 1.08 0.0 9.625 20.927 K Factor = 5.60 to 120.0 0.0 0.0 1.011 24 25.62 0.1785 0.0 9.625 1.718 Vel = 8.97 24 27.23 1.408 0.0 9.375 23.656 K Factor = 5.60 to 120.0 0.0 0.0 1.010 25 52.85 0.1874 0.0 9.375 1.757 Vel = 10.89 25 28.79 1.408 2E 6.617 2.417 26.423 K Factor = 5.60 to 120.0 T 6.617 13.234 0.631 26 81.64 0.4188 0.0 15.651 6.554 Vel = 16.82 26 364.12 3.314 0.0 12.667 33.608 to 120.0 0.0 0.0 0.0 28 445.76 0.1498 0.0 12.667 1.897 VeI= 16.58 0.0 445.76 35.505 K Factor = 74.81 27 32.50 1.408 2E 6.617 2.417 33.681 K Factor = 5.60 to 120.0 T 6.617 13.234 0.631 28 32.5 0.0762 0.0 15.651 1.193 Vel = 6.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMILTON FIRE PROTECTION ' Page 7 Carlsbad Fire Station Area 1 Date 11/16/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1G.or Ftng's Pe Pv ******* Notes Point at Pt/Ft Eqv. Ln. Total Pt Pn 28 445.76 3.314 V 7.279 2.000 35.505 to 120.0 0.0 7.279 0.0 29 478.26 0.1706 0.0 9.279 1.583 Vol = 17.79 29 0.0 3.314 0.0 47.208 37.088 to 120.0 0.0 0.0 0.018 71 478.26 0.1706 0.0 47.208 8.053 Vol = 17.79 71 0.0 3.314 3V 21.838 11.083 45.159 to 120.0 0.0 21.838 0.0 TOR 478.26 0.1706 0.0 32.921 5.615 Vol = 17.79 TOR 0.0 3.314 0.0 19.000 50.774 to 120.0 0.0 0.0 8.229 BOR 478.26 0.1706 0.0 19.000 3.241 Vol = 17.79 BOR 0.0 6.16 L 12.911 13.000 62.244 to 140.0 0.0 12.911 0.217 UG1 478.26 0.0063 0.0 25.911 0.162 Vol = 5.15 UG1 0.0 6.09 L 13.875 13.000 62.623 to 150.0 0.0 13.875 0.0 UG2 478.26 0.0058 0.0 26.875 0.157 Vol = 5.27 UO2 0.0 6.09 F 10.791 21.000 62.780 to 150.0 0.0 10.791 0.0 UG3 478.26 0.0058 0.0 31.791 0.185 Vol = 5.27 UG3 0.0 6.09 L 13.875 164.000 62.965 to 150.0 0.0 13.875 0.0 UG4 478.26 0.0058 0.0 177.875 1.037 Vol = 5.27 UG4 0.0 6.09 2L 27.75 28.000 64.002 to 150.0 0.0 27.749 0.0 DC1 478.26 0.0058 0.0 55.749 0.325 Vel = 5.27 DC1 0.0 6.16 T 43.037 24.000 64.327 to 140.0 2G 8.607 77.466 3.657 * * Fixed Loss = 3.657 DC2 478.26 0.0063 Zin 0.0 101.466 0.636 Vol = 5.15 2L 25.822 DC2 0.0 6.09 G 4.625 27.000 68.620 to 150.0 T 46.249 50.874 0.0 HYD 478.26 0.0058 0.0 77.874 0.454 Vol = 5.27 HYD 250.00 7.68 G 5.012 44.333 69.074 Qa = 250 to 150.0 T 43.857 48.869 0.0 TEE 728.26 0.0041 0.0 93.202 0.382 Vol = 5.04 TEE 0.0 7.68 0.0 17.500 69.456 to 150.0 0.0 0.0 0.0 SRC 728.26 0.0041 0.0 17.500 0.072 Vet = 5.04 0.0 728.26 69.528 K Factor = 87.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMILTON FIRE PROTECTION Page 8 Carlsbad Fire Station Area 2 Date 11/16/2014 Hydraulic Design Information Sheet Name - CARLSBAD FIRE STATION NO. 3 Date - 11/16/14 Location - AREA 2 Building - System No. - Contractor - KEETON Contract No. - Calculated By - C.H. Drawing No. - FP-2.1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES Occupancy - FIRE STATION ATTIC SPACE S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure S Other T Specific Ruling Made By E ) 3 ( ) Ex.Haz. Curve Date M Area of Sprinkler Operation - 1976 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make TYCO D Area Per Sprinkler - VARIES ( ) Dry Model TY313 E Elevation at Highest Outlet - 25.667 ( ) Deluge Size 1/2 S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 472.9 Press Required - 59.35 BOR Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 87 @ Press - R Residual Press - 40 Elev. - Well Flow - 7300 Proof Flow S Elevation - 0 U P Location - Connection to City Main P L Source of Information - Flow Curve provided by Consultant Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Water Supply Curve C HAMILTON FIRE PROTECTION Page 9 Carlsbad Fire Station Area 2 Date 11/16/2014 City Water Suppy: Demand: Cl - Static Pressure : 78.3 Dl - Elevation : 5.414 C2 - Residual Pressure: 36 02 - System Flow :472.902 C2 - Residual Row : 7300 D2 - System Pressure : 66.400 Hose (Demand) :100 D3 - System Demand : 572.902 Safety Margin : 11.519 150 140 130 p120 R0 E10° S90 Cl s8° : 60 D . 30 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (N ' 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary HAMILTON FIRE PROTECTION Page 10 Carlsbad Fire Station Area 2 Date 11/16/2014 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 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 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 .27 30 34 40 T NFPA 13 90' Fiowthru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90 Eli Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Zin Wilkins 450DA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with . The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD HAMILTON FIRE PROTECTION Carlsbad Fire Station Area 2 Page Date 11 11/16/2014 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 30 9.917 5.6 7.13 na 14.95 0.1 130 7.0 31 9.917 7.42 na 32 9.917 5.6 7.7 na 15.54 0.1 130 7.0 33 9.917 7.95 na 34 9.917 5.6 8.34 na 16.17 0.1 130 7.0 35 9.917 5.6 9.01 na 16.81 0.1 130 7.0 36 9.917 5.6 10.34 na 18.0 0.1 130 7.0 37 9.917 5.6 10.58 na 18.21 0.1 130 7.0 38 9.917 11.24 na 39 10.333 17.22 na 40 12.5 5.6 7.0 na 14.82 0.1 130 7.0 41 12.5 5.6 7.31 na 15.14 0.1 130 7.0 42 12.5 7.71 na 43 11.5 5.6 9.03 na 16.83 0.1 130 7.0 44 11.5 5.6 10.54 na 18.18 0.1 130 7.0 45 11.5 5.6 11.79 na 19.23 0.1 130 7.0 46 11.875 5.6 13.36 na 20.47 0.1 130 7.0 47 11.5 5.6 14.0 na 20.96 0.1 130 7.0 48 11.5 15.13 na 49 10.333 17.22 na 50 15.125 5.6 7.74 na 15.58 0.1 130 7.0 51 15.125 8.17 na 52 15.125 5.6 8.18 na 16.01 0.1 130 7.0 53 11.75 5.6 10.23 na 17.91 0.1 130 7.0 54 11.75 5.6 11.03 na 18.6 0.1 130 7.0 55 11.75 5.6 11.34 na 18.86 0.1 130 7.0 56 11.75 5.6 10.58 na 18.22 0.1 130 7.0 57 11.75 11.54 na 58 11.75 5.6 12.14 na 19.51 0.1 130 7.0 59 14.458 5.6 10.11 na 17.81 0.1 130 7.0 60 14.456 5.6 9.62 na 17.37 0.1 130 7.0 61 14.458 10.5 na 62 14.458 5.6 10.85 na 18.45 0.1 130 7.0 63 14.458 12.78 na 64 10.333 17.66 na 65 11.75 5.6 16.66 na 22.86 0.1 130 7.0 66 11.75 5.6 16.81 na 22.96 0.1 130 7.0 67 11.75 5.6 17.53 na 23.44 0.1 130 7.0 68 11.75 17.79 na 69 10.333 18.94 na 70 19.5 28.72 na 71 19.5 42.44 na TOR 19.5 47.94 na BOR 0.5 59.35 na UG1 0.0 59.72 na UG2 0.0 59.88 na UG3 0.0 60.06 na UG4 0.0 61.07 na DC1 0.0 61.39 na DC2 0.0 65.66 na HYD 0.0 66.11 na 100.0 TEE 0.0 66.35 na SRC 0.0 66.4 na The maximum velocity is 17.59 and it occurs in the pipe between nodes 69 and 70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMILTON FIRE PROTECTION Page 12 Carlsbad Fire Station Area 2 Date 11/16/2014 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 30 14.95 1.08 0.0 4.375 7.128 K Factor = 5.60 to 120.0 0.0 0.0 0.0 31 14.95 0.0658 0.0 4.375 0.288 Vel = 5.24 31 0.0 1.08 0.0 4.375 7.416 to 120.0 0.0 0.0 0.0 32 14.95 0.0661 0.0 4.375 0.289 Vet = 5.24 32 15.55 1.408 0.0 3.625 7.705 K Factor = 5.60 to 120.0 0.0 0.0 0.0 33 30.5 0.0676 0.0 3.625 0.245 Vet = 6.28 33 0.0 1.408 0.0 5.750 7.950 to 120.0 0.0 0.0 0.0 34 30.5 0.0678 0.0 5.750 0.390 Vel = 6.28 34 16.17 1.639 0.0 9.500 8.340 K Factor = 5.60 to 120.0 0.0 0.0 0.0 35 46.67 0.0709 0.0 9.500 0.674 Vet = 7.10 35 16.81 1.639 T 8.727 9.000 9.014 K Factor = 5.60 to 120.0 0.0 8.727 0.0 38 63.48 0.1255 0.0 17.727 2.225 Vet = 9.65 0.0 63.48 11.239 K Factor = 18.94 36 18.00 1.408 0.0 9.375 10.337 K Factor = 5.60 to 120.0 0.0 0.0 0.0 37 18.0 0.0255 0.0 9.375 0.239 Vet = 3.71 37 18.22 1.408 1 6.617 0.500 10.576 K Factor =5.60 to 120.0 0.0 6.617 0.0 38 36.22 0.0932 0.0 7.117 0.663 VeI= 7.46 38 63.48 1.639 E 4.363 8.208 11.239 to 120.0 T 8.727 13.090 -0.180 39 99.7 0.2892 0.0 21.298 6.159 Vet = 15.16 39 0.0 3.314 0.0 0.500 17.218 to 120.0 0.0 0.0 0.0 49 99.7 0.0100 0.0 0.500 0.005 Vet = 3.71 0.0 99.70 17.223 K Factor = 24.02 40 14.82 1.08 0.0 4.833 7.000 K Factor = 5.60 to 120.0 0.0 0.0 0.0 41 14.82 0.0648 0.0 4.833 0.313 Vet = 5.19 41 15.14 1.08 0.0 1.667 7.313 K Factor =5.60 to 120.0 0.0 0.0 0.0 42 29.96 0.2388 0.0 1.667 0.398 Vet = 10.49 42 0.0 1.408 2E 6.617 6.875 7.711 to 120.0 0.0 6.617 0.433 43 29.96 0.0655 0.0 13.492 0.884 Vet = 6.17 43 16.83 1.408 0.0 10.125 9.028 K Factor= 5.60 to 120.0 0.0 0.0 0.0 44 46.79 0.1495 0.0 10.125 1.514 Vet = 9.64 44 18.18 1.639 0.0 9.500 10.542 K Factor = 5.60 to 120.0 0.0 0.0 0.0 45 64.97 0.1309 0.0 9.500 1.244 Vet = 9.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMILTON FIRE PROTECTION Page 13 Carlsbad Fire Station Area 2 Date 11/16/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pt Pn 45 19.22 1.639 T 8.727 7.083 11.786 K Factor = 5.60 to 120.0 0.0 8.727 0.0 48 84.19 0.2116 0.0 15.810 3.345 Vel= 12.80 0.0 84.19 15.131 K Factor= 21.64 46 20.47 1.408 2E 6.617 8.167 13.362 K Factor= 5.60 to 120.0 0.0 6.617 0.162 47 20.47 0.0324 0.0 14.784 0.479 Vet = 4.22 47 20.96 1.408 T 6.617 2.833 14.003 K Factor = 5.60 to 120.0 0.0 6.617 0.0 48 41.43 0.1194 0.0 9.450 1.128 Vet= 8.54 48 84.19 2.104 T 10.902 1.167 15.131 to 120.0 0.0 10.902 0.505 49 125.62 0.1315 0.0 12.069 1.587 VeI= 11.59 49 99.70 3.314 0.0 10.417 17.223 to 120.0 0.0 0.0 0.0 64 225.32 0.0423 0.0 10.417 0.441 Vet = 8.38 0.0 225.32 17.664 K Factor = 53.61 50 15.58 1.08 0.0 6.000 7.741 K Factor =5.60 to 120.0 0.0 0.0 0.0 51 15.58 0.0712 0.0 6.000 0.427 Vet = 5.46 51 0.0 1.408 0.0 0.500 8.168 to 120.0 0.0 0.0 0.0 52 15.58 0.0200 0.0 0.500 0.010 Vet = 3.21 52 16.01 1.639 2E 8.727 8.292 8.178 K Factor= 5.60 to 120.0 0.0 8.727 1.462 53 31.59 0.0345 0.0 17.019 0.587 Vet= 4.80 53 17.91 2.104 4E 21.805 12.500 10.227 K Factor =5.60 to 120.0 0.0 21.805 0.0 54 49.5 0.0235 0.0 34.305 0.805 Vet = 4.57 54 18.60 2.104 0.0 7.333 11.032 K Factor = 5.60 to 120.0 0.0 0.0 0.0 55 68.1 0.0423 0.0 7.333 0.310 Vet = 6.28 55 18.86 2.104 0.0 2.958 11.342 K Factor= 5.60 to 120.0 0.0 0.0 0.0 57 86.96 0.0666 0.0 2.958 0.197 Vet = 8.02 0.0 86.96 11.539 K Factor = 25.60 56 18.22 1.08 T 5.762 4.333 10.580 K Factor = 5.60 to 120.0 0.0 5.762 0.0 57 18.22 0.0950 0.0 10.095 0.959 Vet = 6.38 57 86.96 2.104 0.0 6.375 11.539 to 120.0 0.0 0.0 0.0 58 105.18 0.0946 0.0 6.375 0.603 Vet = 9.71 58 19.51 2.104 1 10.902 3.083 12.142 K Factor = 5.60 to 120.0 0.0 10.902 -1.173 63 124.69 0.1296 0.0 13.985 1.813 Vet= 11.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMILTON FIRE PROTECTION Page 14 Carlsbad Fire Station Area 2 Date 11/16/2014 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 0.0 124.69 12.782 K Factor = 34.88 59 17.81 1.408 2E 6.617 8.708 10.115 K Factor = 5.60 to 120.0 0.0 6.617 0.0 61 17.81 0.0250 0.0 15.325 0.383 Vol = 3.67 0.0 17.81 10.498 K Factor = 5.50 60 17.37 1.08 T 5.762 4.333 9.620 K Factor = 5.60 to 120.0 0.0 5.762 0.0 61 17.37 0.0870 0.0 10.095 0.878 Vol = 6.08 61 17.81 1.408 0.0 4.000 10.498 to 120.0 0.0 0.0 0.0 62 35.18 0.0882 0.0 4.000 0.353 Vel = 7.25 62 18.45 1.408 T 6.617 3.417 10.851 K Factor = 5.60 to 120.0 0.0 6.617 0.0 63 53.63 0.1924 0.0 10.034 1.931 Vol = 11.05 63 124.69 2.104 1 10.902 1.417 12.782 to 120.0 0.0 10.902 1.787 64 178.32 0.2512 0.0 12.319 3.095 Vol = 16.46 64 225.32 3.314 0.0 10.250 17.664 to 120.0 0.0 0.0 0.0 69 403.64 0.1247 0.0 10.250 1.278 Vel = 15.01 0.0 403.64 18.942 K Factor = 92.74 65 22.86 1.639 0.0 7.917 16.663 K Factor = 5.60 to 120.0 0.0 0.0 0.0 66 22.86 0.0189 0.0 7.917 0.150 Vel = 3.48 66 22.96 1.639 T 8.727 5.500 16.813 K Factor = 5.60 to 120.0 0.0 8.727 0.0 68 45.82 0.0687 0.0 14.227 0.977 Vel = 6.97 0.0 45.82 17.790 K Factor = 10.86 67 23.44 1.639 T 8.727 4.500 17.527 K Factor = 5.60 to 120.0 0.0 8.727 0.0 68 23.44 0.0199 0.0 13.227 0.263 Vel = 3.56 68 45.83 2.104 1 10.902 1.417 17.790 to 120.0 0.0 10.902 0.614 69 69.27 0.0437 0.0 12.319 0.538 Vel = 6.39 69 403.63 3.314 2V 14.559 48.792 18.942 to 120.0 X 18.927 33.486 -3.970 70 472.9 0.1671 0.0 82.278 13.745 Vol = 17.59 70 0.0 3.314 X 18.927 63.250 28.717 to 120.0 0.0 18.927 0.0 71 472.9 0.1671 0.0 82.177 13.728 Vel = 17.59 71 0.0 3.314 3V 21.838 11.083 42.445 to 120.0 0.0 21.838 0.0 TOR 472.9 0.1670 0.0 32.921 5.499 Vol = 17.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Anal Calculations - Hazen-Williams HAMILTON FIRE PROTECTION Page 15 Carlsbad Fire Station Area 2 Date 11/16/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Cl, or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn TOR 0.0 3.314 0.0 19.000 47.944 to 120.0 0.0 0.0 8.229 BOR 472.9 0.1671 0.0 19.000 3.174 Vel = 17.59 BOR 0.0 6.16 L 12.911 13.000 59.347 to 140.0 0.0 12.911 0.217 UG1 472.9 0.0061 0.0 25.911 0.159 Vel = 5.09 UG1 0.0 6.09 L 13.875 13.000 59.723 to 150.0 0.0 13.875 0.0 UG2 472.9 0.0057 0.0 26.875 0.153 Vel = 5.21 UG2 0.0 6.09 F 10.791 21.000 59.876 to 150.0 0.0 10.791 0.0 UG3 472.9 0.0057 0.0 31,791 0.182 Vel = 5.21 UG3 0.0 6.09 L 13.875 164.000 60.058 to 150.0 0.0 13.875 0.0 UG4 472.9 0.0057 0.0 177.875 1.016 Vel = 5.21 UG4 0.0 6.09 2L 27.75 28.000 61.074 to 150.0 0.0 27.749 0.0 DC1 472.9 0.0057 0.0 55.749 0.318 Vel = 5.21 DC1 0.0 6.16 T 43.037 24.000 61.392 to 140.0 2G 8.607 77.466 3.650 * * Fixed Loss = 3.65 DC2 472.9 0.0061 Zin 0.0 101.466 0.622 Vel = 5.09 2L 25.822 DC2 0.0 6.09 G 4.625 27.000 65.664 to 150.0 1 46.249 50.874 0.0 HYD 472.9 0.0057 0.0 77.874 0.445 Vel = 5.21 HYD 100.00 7.68 G 5.012 44.333 66.109 Oa = 100 to 150.0 1 43.857 48.869 0.0 TEE 572.9 0.0026 0.0 93.202 0.245 Vel = 3.97 TEE 0.0 7.68 0.0 17.500 66.354 to 150.0 0.0 0.0 0.0 SRC 572.9 0.0026 0.0 17.500 0.046 Vel = 3.97 0.0 572.90 66.400 K Factor = 70.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087