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1969 PALOMAR OAKS WAY; ; AS130185; Permit
11/12/2020 AS130185 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS130185 1969 PALOMAR OAKS Job Address: Status: APPROVED WY Permit Type: SPRINK Applied 10/1712013 Parcel No: 2130922000 Approved: 10/28/2013 Lot #: 0 Reference No.: Issued: 10/28/2013 PC #: Inspector: Project title: AIR PRODUSTS ANALYTICS LAB MODIFY EXISTING FIRE SPRINKLER SYSTEM FOR TENANT IMPROVEMENTS ON FIRST FLOOR OF AN EXISTING BUILDING. Applicant: SCHMIDT FIRE PROTECTION CO INC 4760 MURPHY CANYON RD SAN DIEGO, CA 92123 858-279-6122 Owner: AIR PRODUCTS&CHEMICALS INC C/O J C SCHUMACHER CO 1969 PALOMAR OAKS WAY CARLSBAD CA Fees ($) Add'! Fees ($) Total ($) Balance ($) 333 0 333 0 1/1 lk F—TTAL611~mv These plaits have heeti rcvpcwt'Ll liii d!)I'5rtlti ei1tIil)lian.L. sslilt ihc CtuI,r•ijnt 8pplICUhlL Codes and st;iitchuids ill liiiCi in the juuisclktjiiui. The owner or contracitir uiidv iitili,.e das review in support of alt applicat i'll for ii huildirin pet tint ss oh the express rindersiarudiuru ih.uu ihi review itt ito way relieves the owner or couuiractuir or their pru if c*siu ituzif i.uugitieer or architect for sole rcspottsihihit for 11111 Compliance with s.ijd codes and standards. illClUdillIr tire hijilditie code or for any respoitsihihtv for deficiencies. errors. otntasiurtts or irenhjneuice ill these Plans whether or riot noted in thj review. Dale: Reviewer 11 RECOMMEND APl'RO\I. RECOMMEND APPROVAL. AS NOTEI) rr Fire Protection by Computer Design Schmidt Fire Protection 4760 Murphy Canyon Rd. San Diego, Ca. 92123 858-279-6122 Job Name : AIR PRODUCTS NPDL AND NAAL Building 1969 PALOMAR OAKS WAY Location : NPDL AND NAAL System : 100 Contract M13-7986 Data File : 100.WXF AS130185 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Page 1 AIR PRODUCTS NPDL AND NAAL Date 10-1-13 Hydraulic Design Information Sheet Name - AIR PRODUCTS Date - 10-172013 Location - NPDL AND NAAL Building - 1969 PALOMAR OAKS WAY System No..- 100 Contractor - SCHMIDT FIRE PROTECTION Contract No. - M13-7986 Calculated By - COSTAS RAFAILAKIS Drawing No. - FP-3 Construction: (X) Combustible C ) Non-Combustible Ceiling Height - VARIES Occupancy - LAB SPACE S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. C ) 1 (X) 2 C ) 3 C ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C C ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .2 (X) Wet Make RELIABLE D Area Per Sprinkler - VARIES ( ) Dry Model F1FR 56 E Elevation at Highest Outlet - 121 -6" ( ) Deluge Size 1/2 S Hose Allowance - Inside - C ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - C ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 458 Press Required - 36 BOR Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 6-26-13 Cap. - T Time of Test - 9:03 Rated Cap.- Elev.- E Static Press - 90 @ Press - R Residual Press - 80 Elev. - Well Flow - 1060 Proof Flow S Elevation - 1.5 U P Location- FIRE HYDRANT BEHIND BUILDING P L Source of Information - SCHMIDT FIRE PROTECTION AND CARLSBAD WATER DEPARTMENT Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized Rack M Single Row C ) Conven. Pallet C ) Auto. Storage C ) Ericap. S R C ) Double Row C ) Slave Pallet C ) Solid Shelf C ) Non T A C ) Mult. Row C ) 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 Water Supply Curve C Schmidt Fire Protection Page 2 AIR PRODUCTS NPDL AND NAAL Date 10-1-13 City Water Supply: Demand: Cl - Static Pressure : 81 Dl - Elevation : 3.681 C2 - Residual Pressure: 72 D2 - System Flow : 457.977 C2 - Residual Flow : 1060 D2 - System Pressure : 47.910 Hose ( Demand) : 250 D3 - System Demand : 707.977 Safety Margin : 28.825 150 140 130 120 R° E10° : U 70 - 1fl rnt JndAr __________ ____________ _______________ ________________ ________ R 60 - D2 . - E5° -0 40 D3 30 20 10 - 200 400 600 800 1000 1200 1400 1600 1800 FLOW(NAI.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Schmidt Fire Protection AIR PRODUCTS NPDL AND NAAL Page Date 3 10-1-13 Filling Legend Abbrev. Name % % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel El & E3 7.7 21.5 17 27 29 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 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' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U 45' Ell Firelock#003 0 0 0 0 0 1.8 2.2 2.6 0 3.4 4.2 5 5 0 0 0 0 0 0 0 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 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 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 Schmidt Fire Protection Page 4 - AIR PRODUCTS NPDL AND NAAL Date 10-1-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1.0 11.2 13.08 na 10.0 5.6 24.86 na 10.0 5.6 . 24.32 na 10.0 5.6 22.97 na 10.0 5.6 23.15 na 10.0 5.6 23.0 na 10.0 5.6 22.83 na 10.0 5.6 16.69 na 10.0 5.6 15.6 na 10.0 5.6 17.25 na 10.0 5.6 16.81 na 10.0 5.6 20.73 na 10.0 5.6 20.36 na 10.0 5.6 20.87 na 10.0 5.6 20.34 na 10.0 5.6 20.67 na 10.0 5.6 20.25 na 12.5 5.6 21.18 na 12.5 5.6 21.2 na 19.33 24.98 na 19.33 25.07 na 19.33 25.33 na 18.17 26.16 na 19.33 24.8 na 19.33 24.4 na 19.33 24.17 na 19.33 24.13 na 19.33 24.13 na 19.33 . 15.81 na 19.33 15.84 na 19.33 17.37 na 19.33 22.52 na 19.33 21.95 na 19.33 21.79 na 19.33 21.81 na 19.33 25.16 na 19.33 26.22 na 19.33 . 23.2 na 19.33 23.75 na 19.33 25.54 na 19.33 26.26 na 18.17 26.24 na 19.33 26.27 na 18.17 26.29 na 19.33 26.25 na 19.33 26.28 na 19.33 26.28 na 18.17 26.33 na 18.17 26.36 na 18.17 26.39 na 18.17 26.41 na 19.33 26.3 na 18.17 26.42 na 18.17 26.43 na 18.17 26.43 na 18.17 26.43 na 17.58 27.17 na 17.58 27.18 na 18.17 26.77 na 18.17 26.77 na 18.17 26.77 na 40.5 0.45 90 7.0 27.92 0.2 100 7.0 27.62 0.2 100 7.0 26.84 0.2 83.5 7.0 26.95 0.2 66 7.0 26.86 0.2 120 7.0 26.76 0.2 120 7.0 22.87 0.2 100 7.0 22.12 0.2 105 7.0 23.26 0.2 100 7.0 22.96 0.2 105 7.0 25.5 0.2 88 7.0 25.27 0.2 121 7.0 25.58 0.2 120 7.0 25.26 0.2 126 7.0 25.46 0.2 120 7.0 25.2 0.2 126 7.0 25.77 0.2 84 7.0 25.79 0.2 84 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Schmidt Fire Protection Page 5 - AID DDf%r%I It'r kIDrI AkIr kIAAI Date 10-1-13 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. M14 18.17 26.78 na M16 18.17 26.78 na WO1 18.17 26.3 - na W01A 18.17 26.18 na W03 18.17 26.14 na W04 18.17 26.18 na SI 18.17 26.36 na S2 18.17 26.36 na S3 18.17 26.39 na S4 18.17 26.62 na MOI 18.17 26.73 na MOIA 18.17 26.73 na M02 18.17 26.74 na M03 18.17 26.76 na 401 18.17 26.77 na M04 18.17 26.77 na M05 18.17 26.77 na M06 18.17 26.77 na M07 18.17 26.77 na M08 18.17 26.77 na MIO 18.17 26.77 na M12 18.17 26.77 na M15 18.17 26.78 na 402 18.17 26.97 na E01 17.5 27.26 na E02 17.5 27.28 na E03 17.5 27.29 na E04 17.5 27.32 na E05 17.5 27.33 na E06 17.5 27.35 na E07 17.5 27.37 na E08 17.5 27.4 na E09 17.5 27.42 na EIO 17.5 . 27.46 na Ell 14.25 29.0 na E12 14.25 29.01 na E13 14.25 29.01 na E14 17.5 27.6 na E15 . 17.5 27.61 na E16 17.5. 27.62 na TOR 17.5 27.68 na BOR 0.5 36.15 na UGI -3.5 37.98 na BFI -3.5 38.37 na BF2 -3.5 49.98 na SRC 1.5 47.91 na 250.0 The maximum velocity is 19.56 and it occurs in the pipe between nodes 110 and 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 6 AID DDrirHIr'TQMDriI AKMI Date 10-1-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D001 40.50 1.61 1 8.0 1.000 13.076 KFactor= 11.20 to 120.0 0.0 8.000 0.433 EQ01 40.5 0.0596 0.0 9.000 0.536 Vel = 6.38 0.0 40.50 14.045 KFactor 10.81 S101 27.92 1.049 3E 6.0 11.250 24.862 K Factor 5.60 to 120.0 0.0 6.000 -4.041 101 27.92 0.2413 0.0 17.250 4.162 Vel = 10.36 0.0 27.92 24.983 K Factor = 5.59 S102 27.62 1.049 2E 4.0 11.250 24.324 K Factor= 5.60 to 120.0 T 5.0 9.000 -4.041 102 27.62 0.2365 0.0 20.250 4.789 Vel = 10.25 0.0 27.62 25.072 K Factor = 5.52 S103 26.84 1.049 3E 6.0 12.170 22.973 K Factor = 5.60 to 120.0 T 5.0 11.000 -4.041 103 26.84 0.2243 0.0 23.170 5.196 Vel = 9.96 0.0 26.84 24.128 K Factor = 5.46 S104 26.94 1.049 2E 4.0 13.210 23.152 K Factor = 5.60 to 120.0 T 5.0 9.000 -4.041 104 26.94 0.2258 0.0 22.210 5.016 Vel = 10.00 0.0 26.94 24.127 KFactor= 5.48 S105 26.86 1.049 3E 6.0 12.210 23.002 K Factor= 5.60 to 120.0 T 5.0 11.000 -4.041 105 26.86 0.2246 0.0 23.210 5.212 Vel = 9.97 0.0 26.86 24.173 K Factor = 5.46 $106 26.76 1.049 3E 6.0 14.170 22.832 K Factor = 5.60 to 120.0 T 5.0 11.000 -4.041 106 26.76 0.2230 0.0 25.170 5.612 Vel = 9.93 0.0 26.76 24.403 K Factor = 5.42 8107 22.87 1.049 3E 6.0 13.000 16.685 K Factor= 5.60 to 120.0 0.0 6.000 -4.041 107 22.87 0.1668 0.0 19.000 3.170 Vel = 8.49 0.0 22.87 15.814 K Factor 5.75 S108 22.12 1.049 3E 6.0 16.250 15.604 KFactor = 5.60 to 120.0 T 5.0 11.000 -4.041 108 22.12 0.1568 0.0 27.250 4.273 Vel = 8.21 0.0 22.12 15.836 K Factor = 5.56 S109 23.26 1.049 3E 6.0 13.210 17.247 K Factor= 5.60 to 120.0 T 5.0 11.000 -4.041 110 23.26 0.1720 0.0 24.210 4.164 Vel = 8.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 7 AIR PRODUCTS NPDL AND NAAL Date 10-1-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 23.26 17.370 KFactor= 5.58 Silo 22.96 1.049 3E 6.0 16.410 16.807 K Factor =5.60 to 120.0 T 5.0 11.000 -4.041 110 22.96 0.1680 0.0 27.410 4.604 . Vel = 8.52 0.0 22.96 17.370 K Factor = 5.51 Sill 25.50 1.049 3E 6.0 14.120 20.731 K Factor =5.60 to 120.0 T 5.0 11.000 -4.041 112 25.5 0.2040 0.0 25.120 5.124 Vel = 9.47 0.0 25.50 21.814 KFactor= 5.46 S112 25.27 1.049 3E 6.0 16.410 20.358 K Factor = 5.60 to 120.0 T 5.0 11.000 -4.041 112 25.27 0.2005 0.0 27.410 5.497 VeI= 9.38 0.0 25.27 21.814 KFactor= 5.41 S113 25.58 1.049 3E 6.0 13.210 20.867 K Factor 5.60 to 120.0 T 5.0 11.000 -4.041 114 25.58 0.2052 0.0 24.210 4.968 Vel = 9.50 0.0 25.58 21.794 KFactor= 5.48 S114 25.26 1.049 3E 6.0 16.410 20.342 K Factor 5.60 to 120.0 T 5.0 11.000 -4.041 11.4 25.26 0.2004 0.0 27.410 5.493 Vel = 9.38 0.0 25.26 21.794 KFactor= 5.41 S115 25.46 1.049 3E 6.0 15.170 20.672 K Factor = 5.60 to 120.0 T 5.0 11.000 -4.041 116 25.46 0.2034 0.0 26.170 5.323 Vel = 9.45 0.0 25.46 21.954 K Factor= 5.43 S116 25.20 1.049 3E 6.0 17.790 20.250 K Factor = 5.60 to 120.0 T 5.0 11.000 -4.041 116 25.2 0.1995 0.0 28.790 5.745 Vel = 9.35 0.0 25.20 21.954 KFactor= 5.38 S117 25.77 1.049 3E 6.0 12.920 21.180 K Factor =5.60 to 120.0 T 5.0 11.000 -2.958 117 25.77 0.2080 0.0 23.920 4.976 Vel = 9.57 0.0 25.77 23.198 KFactor= 5.35 SuB 25.79 1.049 3E 6.0 15.410 21.204 K Factor 5.60 to 120.0 T 5.0 11.000 -2.958 118 25.79 0.2082 0.0 26.410 5.499 Vel = 9.57 0.0 25.79 23.745 K Factor= 5.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 8 AIR PRODUCTS NPDL AND NAAL Date 10-1-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 101 27.92 2.067 0.0 10.000 24.983 to 120.0 0.0 0.0 0.0 102 27.92 0.0089 0.0 10.000 0.089 Vel = 2.67 102 27.62 2.067 E 5.0 3.080 25.072 - to 120.0 0.0 5.000 0.0 119 55.54 0.0316 0.0 8.080 0.255 Vel 5.31 119 0.0 2.067 T 10.0 1.170 25.327 to 120.0 0.0 10.000 0.502 WOIA 55.54 0.0317 0.0 11.170 0.354 VeI= 5.31 0.0 55.54 26.183 KFactor 10.85 W02 -73.55 2.067 1 10.0 1.170 26.161 to 120.0 E 5.0 15.000 -0.502 120 -73.55 -0.0532 0.0 16.170 -0.861 Vel = 7.03 120 0.0 2.067 0.0 7.420 24.798 to 120.0 0.0 0.0 0.0 106 -73.55 -0.0532 0.0 7.420 -0.395 Vel = 7.03 106 26.75 2.067 0.0 10.000 24.403 to 120.0 0.0 0.0 0.0 105 -46.8 -0.0230 0.0 10.000 -0.230 Vel = 4.47 105 26.86 2.067 0.0 9.500 24.173 to 120.0 0.0 0.0 0.0 104 -19.94 -0.0048 0.0 9.500 -0.046 Vel = 1.91 104 26.95 2.067 0.0 0.500 24.127 to 120.0 0.0 0.0 0.0 103 7.01 0.0020 0.0 0.500 0.001 Vel = 0.67 103 26.84 2.067 2T 20.0 136.920 24.128 to 120.0 2E 10.0 30.000 0.502 M02 33.85 0.0127 0.0 166.920 2.114 Vel = 3.24 0.0 33.85 26.744 K Factor= 6.55 107 22.87 1.38 0.0 0.500 15.814 to 120.0 0.0 0.0 0.0 108 22.87 0.0440 0.0 0.500 0.022 Vel = 4.91 108 22.13 1.38 0.0 10.000 15.836 to 120.0 0.0 0.0 0.0 110 45.0 0.1534 0.0 10.000 1.534 Vel = 9.65 110 46.21 1.38 1 6.0 3.080 17.370 to 120.0 0.0 6.000 0.0 121 91.21 0.5670 0.0 9.080 5.148 VeI= 19.56 121 89.13 2.067 1 10.0 1.170 22.518 to 120.0 0.0 10.000 0.502 W03 180.34 0.2798 0.0 11.170 3.125 Vel = 17.24 0.0 180.34 26.145 KFactor= 35.27 121 -89.13 2.067 0.0 7.420 22.518 to 120.0 0.0 0.0 0.0 116 -89.13 -0.0760 0.0 7.420 -0.564 Vel = 8.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection AID PPrni Ir'T4Z KIDrI AKII"i MAAI Page 9 Date 10-1-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 116 50.66 2.067 0.0 10.000 21.954 to 120.0 0.0 0.0 0.0 114 -38.47 -0.0160 0.0 10.000 -0.160 Vet = 3.68 114 50.84 2.067 0.0 10.000 21.794 to 120.0 0.0 0.0 0.0 112 12.37 0.0020 0.0 10.000 0.020 Vel = 1.18 112 50.76 2.067 T 10.0 73.500 21.814 to 120.0 0.0 10.000 0.0 301 63.13 0.0401 0.0 83.500 3.350 Vet = 6.04 301 -32.30 2.067 3E 15.0 67.420 25.164 to 120.0 2T 20.0 35.000 0.502 M03 30.83 0.0107 0.0 102.420 1.091 Vel = 2.95 0.0 30.83 26.757 K Factor= 5.96 301 32.30 2.067 3E 15.0 66.250 25.164 to 120.0 T 10.0 25.000 0.0 302 32.3 0.0116 0.0 91.250 1.059 Vel = 3.09 302 -14.84 2.067 T 10.0 1.170 26.223 to 120.0 0.0 10.000 0.502 M04 17.46 0.0038 0.0 11.170 0.042 Vel = 1.67 0.0 17.46 26.767 K Factor= 3.37 117 25.77 1.38 0.0 10.000 23.198 to 120.0 0.0 0.0 0.0 118 25.77 0.0547 0.0 10.000 0.547 Vet = 5.53 118 25.79 1.38 T 6.0 3.080 23.745 to 120.0 0.0 6.000 0.0 122 51.56 0.1974 0.0 9.080 1.792 Vel= 11.06 122 -17.53 2.067 T 10.0 1.170 25.537 to 120.0 0.0 10.000 0.502 W04 34.03 0.0128 0.0 11.170 0.143 Vel = 3.25 0.0 34.03 26.182 K Factor = 6.65 122 17.53 2.067 4E 20.0 163.920 25.537 to 120.0 T 10.0 30.000 0.0 303 17.53 0.0037 0.0 193.920 0.727 Vel = 1.68 303 -13.92 2.067 T 10.0 1.170 26.264 to 120.0 0.0 10.000 0.502 M05 3.61 0.0003 0.0 11.170 0.003 VeI= 0.35 0.0 3.61 26.769 K Factor= 0.70 W05 14.38 2.067 31 30.0 163.340 26.242 to 120.0 2E 10.0 40.000 -0.502 304 14.38 0.0026 0.0 203.340 0.528 Vel = 1.37 304 -14.34 2.067 T 10.0 1.170 26.268 to 120.0 0.0 10.000 0.502 M06 0.04 0.0 0.0 11.170 0.0 Vet = 0 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 10 AIR PRODUCTS NPDL AND NAAL Date 10-1-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.04 26.770 K Factor = 0.01 W06 14.71 2.067 31 30.0 139.170 26.292 to 120.0 0.0 30.000 -0.502 305 14.71 0.0027 0.0 169.170 0.458 Vet = 1.41 305 -7.44 2.067 E 5.0 25.670 26.248 to 120.0 1 10.0 15.000 0.0 306 7.27 0.0007 0.0 40.670 0.030 Vet = 0.70 306 -14.77 2.067 1 10.0 1.170 26.278 to 120.0 0.0 10.000 0.502 M07 -7.5 -0.0007 0.0 11.170 -0.008 Vel = 0.72 0.0 -7.50 26.772 KFactor= -1.45 305 7.43 2.067 E 5.0 26.340 26.248 to 120.0 T 10.0 15.000 0.0 307 7.43 0.0008 0.0 41.340 0.032 Vet= 0.71 307 -15.26 2.067 1 10.0 1.170 26.280 to 120.0 0.0 10.000 0.502 M08 -7.83 -0.0008 0.0 11.170 -0.009 Vet = 0.75 0.0 -7.83 26.773 KFactor= -1.51 W07 13.25 2.067 3T 30.0 163.000 26.331 to 120.0 E 5.0 35.000 0.0 MIO 13.25 0.0022 0.0 198.000 0.443 Vet = 1.27 0.0 13.25 26.774 K Factor= 2.56 W08 12.73 2.067 3T 30.0 163.000 26.364 to 120.0 E 5.0 35.000 0.0 M12 12.73 0.0021 0.0 198.000 0.411 VeI= 1.22 0.0 12.73 26.775 K Factor = 2.46 W09 12.33 2.067 3T 30.0 163.000 26.388 to 120.0 E 5.0 35.000 0.0 M15 12.33 0.0020 0.0 198.000 0.387 Vet= 1.18 0.0 12.33 26.775 KFactor= 2.38 W10 14.18 2.067 2T 20.0 137.420 26.408 to 120.0 0.0 20.000 -0.502 308 14.18 0.0025 0.0 157.420 0.398 Vet = 1.36 308 -20.11 2.067 2T 20.0 31.340 26.304 to 120.0 2E 10.0 30.000 8.372 MI7 -5.93 -0.0005 0.0 61.340 -0.031 Vet = 0.57 0.0 -5.93 34.645 K Factor= -1.01 308 20.11 2.067 21 20.0 86.250 26.304 to 120.0 0.0 20.000 0.793 E15 20.11 0.0048 0.0 106.250 0.513 Vel = 1.92 0.0 20.11 27.610 KFactor= 3.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 11 AID DQrrIIr'TMDnI AMflMAAI Date 10-1-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Wil 16.30 2.067 4E 20.0 212.420 26.419 to 120.0 4T 40.0 60.000 0.290 E14 16.3 0.0033 0.0 272.420 0.893 Vel = 1.56 0.0 16.30 27.602 KFactor 3.10 W12 16.10 2.067 41 40.0 215.170 26.427 to 120.0 4E 20.0 60.000 1.698 E12 16.1 0.0032 0.0 275.170 0.881 Vel = 1.54 0.0 16.10 29.006 K Factor = 2.99 W13 14.62 2.067 3T 30.0 149.580 26.430 to 120.0 E 5.0 35.000 0.256 310 14.62 0.0027 0.0 184.580 0.494 Vel = 1.40 0.0 14.62 27.180 K Factor = 2.80 W14 14.40 2.067 3T 30.0 149.580 26.431 to 120.0 E 5.0 35.000 0.256 309 14.4 0.0026 0.0 184.580 0.480 Vel = 1.38 309 0.0 2.469 0.0 11.750 27.167 to 120.0 0.0 0.0 0.0 310 14.4 0.0011 0.0 11.750 0.013 Vel = 0.96 310 14.62 2.469 E 6.0 65.000 27.180 to 120.0 21 24.0 30.000 1.442 Eli 29.02 0.0040 0.0 95.000 0.381 Vel= 1.94 0.0 29.02 29.003 K Factor= 5.39 302 14.84 2.067 3T 30.0 59.580 26.223 to 120.0 0.0 30.000 0.793 E01 14.84 0.0028 0.0 89.580 0.247 Vel = 1.42 0.0 14.84 27.263 KFactor 2.84 303 13.91 2.067 31 30.0 59.580 26.264 to 120.0 0.0 30.000 0.793 E02 13.91 0.0024 0.0 89.580. 0.219 Vel = 1.33 0.0 13.91 27.276 K Factor = 2.66 304 14.34 2.067 31 30.0 59.580 26.268 to 120.0 0.0 30.000 0.793 E03 14.34 0.0026 0.0 89.580 0.231 Vel = 1.37 0.0 14.34 27.292 . K Factor = 2.74 306 14.77 2.067 31 30.0 59.580 26.278 to 120.0 0.0 30.000 0.793 E04 14.77 0.0027 0.0 89.580 0.244 Vel = 1.41 0.0 14.77 27.315 KFactor= 2.83 307 15.27 2.067 3T 30.0 59.580 26.280 to 120.0 0.0 30.000 0.793 E05 15.27 0.0029 0.0 89.580 0.260 Vel = 1.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 12 AIR PRODUCTS NPDL AND NAAL Date 10-1-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .Cf.or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 15.27 27.333 K Factor= 2.92 M09 15.38 2.067 E 5.0 60.750 26.774 to 120.0 31 30.0 35.000 0.290 E06 15.38 0.0029 0.0 95.750 0.281 Vel = 1.47 0.0 15.38 27.345 KFactor = 2.94 Mil 16.09 2.067 E 5.0 60.750 26.774 to 120.0 3T 30.0 35.000 0.290 E07 16.09 0.0032 0.0 95.750 0.307 Vel = 1.54 0.0 16.09 27.371 K Factor = 3.08 .M13 16.85 2.067 E 5.0 60.750 26.775 to 120.0 3T 30.0 35.000 0.290 E08 16.85 0.0035 0.0 95.750 0.333 Vel = 1.61 0.0 16.85 27.398 K Factor= 3.22 M14 17.55 2.067 E 5.0 60.750 26.775 to 120.0 3T 30.0 35.000 0.290 E09 17.55 0.0038 0.0 95.750 0.360 Vel = 1.68 0.0 17.55 27.425 K Factor = 3.35 M16 18.51 2.067 E 5.0 60.750 26.775 to 120.0 3T 30.0 35.000 0.290 EIO 18.51 0.0041 0.0 95.750 0.397 VeI= 1.77 0.0 18.51 27.462 KFactor= 3.53 WO1 -200.47 4.26 0.0 11.830 26.302 to 120.0 0.0 0.0 0.0 W01A -200.47 -0.0101 0.0 11.830 -0.119 Vel = 4.51 WOIA 55.54 4.26 0.0 4.000 26.183 to 120.0 0.0 0.0 0.0 W02 -144.93 -0.0055 0.0 4.000 -0.022 Vel = 3.26 W02 73.56 4.26 0.0 11.000 26.161 to 120.0 0.0 0.0 0.0 W03 -71.37 -0.0015 0.0 11.000 -0.016 Vel = 1.61 W03 180.34 4.26 0.0 11.500 26.145 to 120.0 0.0 0.0 0.0 W04 108.97 0.0032 0.0 11.500 0.037 Val = 2.45 W04 34.03 4.26 0.0 11.000 26.182 to 120.0 0.0 0.0 0.0 W05 143.0 0.0055 0.0 11.000 0.060 VeI= 3.22 W05 -14.38 4.26 0.0 11.500 26.242 to 120.0 0.0 0.0 0.0 W06 128.62 0.0043 0.0 11.500 0.050 VeI= 2.90 W06 -14.70 4.26 0.0 11.000 26.292 to 120.0 0.0 0.0 0.0 W07 113.92 0.0035 0.0 11.000 0.039 Vel= 2.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 13 AIR PRODUCTS NPDL AND NAAL Date 10-1-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W07 -13.26 4.26 0.0 11.500 26.331 to 120.0 0.0 0.0 0.0 W08 100.66 0.0029 0.0 11.500 0.033 Vel = 2.27 W08 -12.73 4.26 0.0 11.000 26.364 to 120.0 0.0 0.0 0.0 W09 87.93 0.0022 0.0 11.000 0.024 Vel = 1.98 W09 -12.33 4.26 0.0 12.000 26.388 to 120.0 0.0 0.0 0.0 W10 75.6 0.0017 0.0 12.000 0.020 VeI= 1.70 W10 -14.18 4.26 0.0 10.500 26.408 to 120.0 0.0 0.0 0.0 Wil 61.42 0.0010 0.0 10.500 0.011 Vel = 1.38 Wil -16.30 4.26 0.0 11.500 26.419 to 120.0 0.0 0.0 0.0 W12 45.12 0.0007 0.0 11.500 0.008 Vel = 1.02 W12 -16.10 4.26 0.0 11.000 26.427 to 120.0 0.0 0.0 0.0 W13 29.02 0.0003 0.0 11.000 0.003 Vel = 0.65 W13 -14.62 4.26 0.0 11.750 26.430 to 120.0 0.0 0.0 0.0 W14 14.4 0.0001 0.0 11.750 0.001 Vel = 0.32 0.0 14.40 26.431 K Factor= 2.80 W01 . 200.47 6.357 V 12.573 28.500 26.302 to 120.0 0.0 12.573 0.0 SI 200.47 0.0014 0.0 41.073 0.059 Vel = 2.03 Si 0.0 6.357 0.0 0.750 26.361 to 120.0 0.0 0.0 0.0 S2 200.47 0.0013 0.0 0.750 0.001 Vel = 2.03 S2 0.0 6.357 V 12.573 4.500 26.362 to 120.0 0.0 12.573 0.0 S3 200.47 0.0015 0.0 17.073 0.025 Vel = 2.03 S3 -12.77 6.065 6V 60.0 83.000 26.387 to 120.0 U 5.0 65.000 0.0 S4 187.7 0.0016 0.0 148.000 0.235 Vel = 2.08 S4 0.0 6.357 X 31.433 50.000 26.622 to 120.0 0.0 31.433 0.0 M01A 187.7 0.0013 0.0 81.433 0.104 Vel = 1.90 0.0 187.70 26.726 K Factor= 36.31 S3 12.77 2.067 2E 10.0 132.500 26.387 to 120.0 2T 20.0 30.000 0.0 M01 12.77 0.0021 0.0 162.500 0.339 Vel= 1.22 MOi 0.0 6.357 0.0 1.000 26.726 to 120.0 0.0 0.0 0.0 MOIA 12.77 0.0 0.0 1.000 0.0 Vel = 0.13 MOIA 187.70 6.357 0.0 13.000 26.726 to 120.0 0.0 0.0 0.0 M02 200.47 0.0014 0.0 13.000 0.018 Vel = 2.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 14 AIR PRODUCTS NPDL AND NAAL Date 10-1-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M02 33.85 6.357 0.0 7.000 26.744 to 120.0 0.0 0.0 0.0 M03 234.32 0.0019 0.0 7.000 0.013 Vel = 2.37 M03 30.83 6.357 0.0 4.000 26.757 to 120.0 0.0 0.0 0.0 401 265.15 0.0025 0.0 4.000 0.010 Vel= 2.68 401 -218.95 6.357 0.0 4.000 26.767 to 120.0 0.0 0.0 0.0 M04 46.2 0.0 0.0 4.000 0.0 Vel = 0.47 M04 17.46 6.357 0.0 6.750 26.767 to 120.0 0.0 0.0 0.0 M05 63.66 0.0003 0.0 6.750 0.002 Vel = 0.64 M05 3.61 6.357 0.0 7.750 26.769 to 120.0 0.0 0.0 0.0 M06 67.27 0.0001 0.0 7.750 0.001 Vel = 0.68 M06 0.04 6.357 0.0 10.000 26.770 to 120.0 0.0 0.0 0.0 M07 67.31 0.0002 0.0 10.000 0.002 Vel = 0.68 M07 -7.49 6.357 0.0 6.670 26.772 to 120.0 0.0 0.0 0.0 M08 59.82 0.0001 0.0 6.670 0.001 Vel = 0.60 M08 -7.84 6.357 0.0 4.420 26.773 to 120.0 0.0 0.0 0.0 M09 51.98 0.0002 0.0 4.420 0.001 Vel = 0.53 M09 -15.38 6.357 0.0 3.000 26.774 to 120.0 0.0 0.0 0.0 MIO 36.6 0.0 0.0 3.000 0.0 Vel = 0.37 M10 13.26 6.357 0.0 5.000 26.774 to 120.0 0.0 0.0 0.0 Mil 49.86 0.0 0.0 5.000 0.0 VeI= 0.50 Mu -16.09 6.357 0.0 6.420 26.774 to 120.0 0.0 0.0 0.0 M12 33.77 0.0002 0.0 6.420 0.001 Vel = 0.34 M12 12.73 6.357 0.0 1.580 26.775 to 120.0 0.0 0.0 0.0 M13 46.5 0.0 0.0 1.580 0.0 Vel = 0.47 M13 -16.84 6.357 0.0 6.920 26.775 to 120.0 0.0 0.0 0.0 M14 29.66 0.0 0.0 6.920 0.0 Vel = 0.30 M14 -17.55 6.357 0.0 2.500 26.775 to 120.0 0.0 0.0 0.0 M15 12.11 0.0 0.0 2.500 0.0 Vel = 0.12 M15 12.33 6.357 0.0 6.500 26.775 to 120.0 0.0 0.0 0.0 M16 24.44 0.0 0.0 6.500 0.0 Vel = 0.25 M16 -18.51 6.357 0.0 2.250 26.775 to 120.0 0.0 0.0 7.869 M17 5.93 0.0004 0.0 2.250 0.001 Vel = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 15 AIR PRODUCTS NPDL AND NAAL Date 10-1-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" . or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 5.93 34.645 KFactor 1.01 401 218.95 6.065 V 10.0 60.000 26.767 to 120.0 X 25.0 35.000 0.0 402 218.95 0.0021 0.0 95.000 0.201 Vel = 2.43 402 0.0 6.065 0.0 2.000 26.968 to 120.0 0.0 0.0 0.290 E01 218.95 0.0025 0.0 2.000 0.005 Vel = 2.43 E01 14.84 6.357 0.0 6.750 27.263 to 120.0 0.0 0.0 0.0 E02 233.79 0.0019 0.0 6.750 0.013 Vel = 2.36 E02 13.91 6.357 0.0 7.750 27.276 to 120.0 0.0 0.0 0.0 E03 247.7 0.0021 0.0 7.750 0.016 Vel = 2.50 E03 14.34 6.357 0.0 10.000 27.292 to 120.0 0.0 0.0 0.0 E04 262.04 0.0023 0.0 10.000 0.023 Vel = 2.65 E04 14.77 6.357 0.0 6.670 27.315 to 120.0 0.0 0.0 0.0 E05 276.81 0.0027 0.0 6.670 0.018 Vel = 2.80 E05 15.27 6.357 0.0 4.420 27.333 to 120.0 0.0 0.0 0.0 E06 292.08 0.0027 0.0 4.420 0.012 Vel = 2.95 E06 15.38 6.357 0.0 8.000 27.345 to 120.0 0.0 0.0 0.0 E07 307.46 0.0032 0.0 8.000 0.026 Vel = 3.11 E07 16.08 6.357 0.0 8.000 27.371 to 120.0 0.0 0.0 0.0 E08 323.54 0.0034 0.0 8.000 0.027 Vel = 3.27 E08 16.85 6.357 0.0 6.920 27.398 to 120.0 0.0 0.0 0.0 E09 340.39 0.0039 0.0 6.920 0.027 Vel = 3.44 E09 17.55 6.357 0.0 9.000 27.425 to 120.0 0.0 0.0 0.0 EIO 357.94 0.0041 0.0 9.000 0.037 Vel = 3.62 E10 18.51 6.357 J 31.433 2.750 27.462 to 120.0 0.0 31.433 0.0 E16 376.45 0.0046 0.0 34.183 0.157 Vel = 3.81 0.0 376.45 27.619 K Factor = 71.63 Eli 29.02 4.26 0.0 9.500 29.003 to 120.0 0.0 0.0 0.0 E12 29.02 0.0003 0.0 9.500 0.003 Vel = 0.65 E12 16.10 4.26 0.0 1.420 29.006 to 120.0 0.0 0.0 0.0 E13 45.12 0.0 0.0 1.420 0.0 Vél = 1.02 E13 0.0 6.357 21 25.147 12.830 29.006 to 120.0 0.0 25.147 -1.408 E14 45.12 0.0001 0.0 37.977 0.004 Vel = 0.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 16 AIR PROflIJ(TS NMI ANfl NAAI Date 10-1-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn E14 16.30 6.357 21 25.147 22.250 27.602 to 120.0 0.0 25.147 0.0 E15 61.42 0.0002 0.0 47.397 0.008 Vel = 0.62 E15 20.11 6.357 J 31.433 3.000 27.610 to 120.0 0.0 31.433 0.0 E16 81.53 0.0003 0.0 34.433 0.009 Vel= 0.82 E16 376.45 8.249 I 15.269 17.000 27.619 to 120.0 0.0 15.269 0.0 TOR 457.98 0.0019 0.0 32.269 0.060 Vel = 2.75 TOR 0.0 8.249 Fsp 0.0 17.000 27.679 to 120.0 A 34.061 38.759 8.363 **Fixed Loss 1 BOR 457.98 0.0018 G 4.698 55.759 0.103 Vel = 2.75. BOR 0.0 8.27 2L 41.12 30.000 36.145 to 140.0 0.0 41.120 1.732 UG1 457.98 0.0014 0.0 71.120 0.099 Vel = 2.74 UG1 0.0 7.98 4L 78.528 195.000 37.976 to 150.0 0.0 78.527 0.0 BF1 457.98 0.0014 0.0 273.527 0.394 Vel = 2.94 BF1 0.0 8.27 3L 61.681 15.000 38.370 to 140.0 0.0 61.681 11.500 **Fixed Loss 115 BF2 457.98 0.0014 0.0 76.681 0.106 Vel = 2.74 BF2 0.0 7.98 G 6.041 10.000 49.976 to 150.0 T 52.855 58.895 -2.166 SRC 457.98 0.0015 0.0 68.895 0.100 Vel= 2.94 250.00 Qa = 250.00 707.98 47.910 K Factor = 102.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087