Loading...
HomeMy WebLinkAbout2540 FARADAY AVE; ; FPC2021-0006; PermitI i J il1 Is]:i 4L?city of CJJ9A4Fk1?'_d_ H Print Date: 03/31/2022 Job Address: 2540 FARADAY AVE, CARLSBAD, CA 92008 Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2091200100 Track #: Valuation: $7,065,241.05 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPC2021-0006 Status: Closed - Finaled Fire Sprinklers Applied: 01/14/2021 Issued: 04/06/2021 DEV2017-0042 Finaled Close Out: 03/31/2022 Inspector: Final Inspection: Project Title: OAKMONT OF CARLSBAD Description: OAKMONT MEMORY CARE BLDG -NEW SPRINKLER SYSTEM (NEW CONSTRUCTION, 2 STORIES OVER BASEMENT PRKG, 13R SYSTEM, 484 HEADS, 2 RISERS) Applicant: FPContractor: ALTERNATIVE FIRE PROTECTION SERVICES ALTERNATIVE FIRE PROTECTION SERVICES BRYAN GEER 28701 HIGHWAY 74 9 ALCOTT ST LAKE ELSINORE, CA 92532-2207 LADERA RANCH, CA 92694-1239 (951) 245-7111 (951) 245-7111 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $858.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $340.00 FIRE Protection Sys Manual $237.00 Total Fees: $1,435.00 Total Payments To Date: $1,435.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov * Alternative Fire Protection Services Phone: (951) 245-7111 *Design, Fabrication, Installation, Service, and Inspections* - 28701 Highway 74 Fax: (951) 245-7222 Lake Elsinore, CA 92532 www.alternativefire.com C-16 941639 HYDRAULIC CALCULATIONS FOR OAKMONT, CARLSBAD - MEMORY CARE 2560 FARADAY AVE CARLSBAD, CA 92008 DESIGN AREA-1 (BASEMENT PARKING) FILE No: CARLSBAD AREA-1.SDF DATE: 01/11/21 -DESIGN DATA - NFPA EDITION USED: OCCUPANCY CLASSIFICATION: DESIGN DENSITY: MAXIMUM COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS FLOWING: END HEAD REQUIREMENT: SPRINKLER FLOW & PRESSURE REQUIRED AT BASE OF RISER: HOSE ALLOWANCE TOTAL FIRE FLOW REQUIRED: FIRE SPRINKLER K-FACTOR: FIRE SPRINKLER TEMPERATURE: FIRE SPRINKLER MANUFACTURER & MODEL: FIRE SPRINKLER SERIAL NUMBER (SIN): DESIGN / LAYOUT BY: AUTHORITY HAVING JURISDICTION (AHJ): 2016 NFPA 13 ORDINARY HAZARD HAZARD GROUP I .25/1500 sq ft 324 sq ft (18' x 18') 6 48.6 gpm @ 18.8 psi @ NODE 105 323.0 gpm @ 76.5 psi @ NODE BOR1 250 gpm 573.0 gpm @ 94.0 psi @ NODE SRC 11.2K 200° TYCO EC-11 TY3231 ALTERNATIVE FIRE PROTECTION SERVICES CARLSBAD FIRE DEPT WATER FLOW AVAILABILITY DATA: STATIC: 132 psi (Reduced 10% to 118 psi) RESIDUAL: 106 psi (Reduced 10% to 95.4 psi) FLOW: 4025 gpm @ 106 psi WATER SUPPLY DATA SOURCE STATIC RESD. FLCW AVkIL. TYThL ZQ! NODE PRESS. -DRESS. @ PRESS.. 3 CSI4AND PRESS. TAG (PSI) (PSI) (GEM), (PSI) (GPM) (?SIII SRC 118.0 95,4 4325.0 117.4 573.0 S4.0 Available pressure is 23.4 psi (2C%). greater than required pressure AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 573.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 323.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE D:sCHAR; (FT) (PSI: SRC -3.0 SOURCE 94.0 323.0 DIP -3.0 - - - - 94.0 - - RPIN 3.0 91.4: RPOUT 3.0 - - - - 79.4 PVC -3.0 - - - - ' 81.9 A -3.0 - - - - 81.9 - - - 3 -3.0 - - -. - 81.8 - - - C -3.0 - - - - 8.1.8 - - - SW? -3.0 - - - - 80.3 MAN 1.0 - - -. - 78.0, - - = BOR1 3.0 - - -- 76.5 TORi 10.5 - - - - 68.7 - - 1 -1.5 - - - 7C,1 - - - 2 -1.5 - - - - 68.4 - - - 3 -1.5 - - - - 67.1 4 -1.5 - - - - 5C. 5 -1.5 - - - - 27.2 6 -1.5 - - - - 25.4 - - - 7 -1.5 - - - - 25.3 - - - 101 -3.0 K=11.20 26.8 58.0 102 -3.0 14=11.20 25.6 56,7 103 -3.0 14=11.20 25.1 56.1 104 -3.0 K=11.20 19.9 50.0 105 -3.0 K=11.20 18.8 48..6 106 -3.0 14=11.20 23.0 53.7 V PIPE DATA 0 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 323.0 9.790 PL 15.00 PF 0.0 SRC -3.0 SRCE 94.0 (N/A) 1.4 150 FTG TLG PE 0.0 DIP -3.0 0.0 94.0 0.0 0.000 TL 112.00 PV Pipe: 2 323.0 10.400 PL 6.00 PF 0.0 DIP -3.0 0.0 94.0 0.0 1.2 140 FTG L PE -2.6 RPIN 3.0 0.0 91.4 0.0 0.000 TL 32.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 91.4 0.0 12.0 psi, 323.0 gpm RPOUT 3.0 0.0 79.4 0.0 Pipe: 4 323.0 10.400 PL 6.00 PF 0.0 RPOUT 3.0 0.0 79.4 0.0 1.2 140 FTG E PE 2.6 PVC -3.0 0.0 81.9 0.0 0.000 TL 41.00 PV Pipe: 5 323.0 9.790 PL 60.00 PF 0.0 PVC -3.0 0.0 81.9 0.0 1.4 150 FTG L PE 0.0 A -3.0 0.0 81.9 0.0 0.000 TL 82.00 PV Pipe: 7 323.0 9.790 PL 167.00 PF 0.1 A -3.0 0.0 81.9 0.0 1.4 150 FTG T2F PE 0.0 B -3.0 0.0 81.8 0.0 0.000 TL 265.00 PV Pipe: 8 323.0 7.980 PL 43.00 PF 0.1 B -3.0 0.0 81.8 0.0 2.1 150 FTG T PE 0.0 C -3.0 0.0 81.8 0.0 0.001 TL 96.00 PV Pipe: 9 323.0 4.240 PL 41.00 PF 1.5 C -3.0 0.0 81.8 0.0 7.3 150 FTG TF PE 0.0 SWP -3.0 0.0 80.3 0.0 0.016 TL 90.00 PV Pipe: 10 323.0 4.310 Pb 14.00 PF 0.5 SWP -3.0 0.0 80.3 0.0 7.1 120 FTG b PE -1.7 MAN 1.0 0.0 78.0 0.0 0.023 TL 22.36 PV Pipe: 11 323.0 4.310 Pb 2.00 PF 0.7 MAN 1.0 0.0 78.0 0.0 7.1 120 FTG T PE -0.9 BOR1 3.0 0.0 76.5 0.0 0.023 TL 29.87 PV Pipe: 14 323.0 3.314 Pb 8.00 PF 4.5 BOR1 3.0 0.0 76.5 0.0 12.0 120 FTG TCG PE -3.2 TORi 10.5 0.0 68.7 0.0 0.082 TL 54.59 PV Pipe: 15 323.0 3.314 Pb 18.00 PF 3.9 TORi 10.5 0.0 68.7 0.0 12.0 120 FTG 4b PE 5.2 1 -1.5 0.0 70.1 0.0 0.082 TL 47.12 PV Pipe: 16 323.0 3.314 Pb 13.00 PF 1.7 1 -1.5 0.0 70.1 0.0 12.0 120 FTG L PE 0.0 2 -1.5 0.0 68.4 0.0 0.082 TL 20.28 PV PIPE TAG QGPM) DIAIN) LENGTH PRESS END ELEV. NOZ. PT DISC. VEL(FPS) BW(C) (FT) SUM. ft NODES (FT) (K) (PSI) (G?M) FL/FT (PSI) Pipe: 17 323.0 3.34 PL 8.00 ?F .1.3 2 -1.5 0.0 68.4 0.0 :2.0 120 FTG L PE 0.0 3 -1.5 0.0 67.1 0.0 0.082 TL 15.28 PV Pipe: 18 323.0 2.703 PL 55.00 ?F 16.4 3 -1.5 0.0 67.1 0.0 :8.1 120 FTG T PE 0.0 4 -1.5 0.0 50.7 0.0 0.223 TL 73.65 ?V Pipe: 19 323.0 2.703 PL 87.00 ?F 23.E 4 -1.5 0.0 50.7 0.0 18.1 120 F?G T ?E 0.0 5 -1.5 0.0 27.2 0.0 0.223 TL 105.65 PV Pipe: 20 208.3 2.703 PL 18.00 PF I.E 5 -1.5 0.0 27.2 0.0 11.6 120 FTG ---- PE 0.0 6 -1.5 0.0 25.4 0.0 0.099 TL 18.00 PV Pipe: 21 53.7 2.703 PL 12.00 PF 0.1 6 -1.5 0.0 25.4 0.0 3.0 120 FTG ---- PE 0.0 7 -1.5 0.0 25.3 0.0 0.008 TL 12.00 PV Pipe: 22 58.0 1.728 PL 2.00 ?F 1.1 5 -1.5 0.0 27.2 0.0 7.9 120 FTG T ?E 0.E 101 -3.0 11.2 26.8 58.0 0.082 TL 13.29 ?V Pipe: 24 56.7 1.728 PL 17.00 ?F 2.2 5 -1.5 0.0 27.2 0.0 7.8 120 FTG T ?E 0€ 102 -3.0 11.2 25.6 56.7 0.09 TL 28.29 PV Pipe: 25 56.1 1.728 PL 2.00 PF C 6 -1.5 0.0 25.4 0.0 7.7 120 FTG T PE 06 103 -3.0 11.2 25.1 56.: 0.077 TL 13.29 PV Pipe: 26 98.6 1.728 PL 17.00 PF 6.2 6 -1.5 0.0 25.4 0.0 L3.5 120 FTG T PE :0.6 104 -3.0 11.2 19.9 50.0 0.2:9 TL 28.29 PV Pipe: 27 48.6 1.728 PL 18.00 PF 1. 1 104 -3.0 11.2 19.9 50.0 6.6 120 FTG ---- PE G. 0 105 -3.0 11.2 18.8 48.6 0.059 TL 18.00 PV Pipe: 28 53.7 1.728 PL 31.00 PF 3C 7 -1.5 0.0 25.3 0.0 7.3 120 FTG T PE 06 106 -3.0 11.2 23.0 53.7 0.01 TL 42.29 PV NOTES (HASS) (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (20:9) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 31144 (931) 659-9760 'S The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.072 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 18.1 ft/sec at pipe 18. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 117.29 psi with a flow of 618.60 gpm. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45E11 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 17.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45E11 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 10.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 9.790 30.00 68.00 22.00 74.00 26.00 7.00 68.00 15.00 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45E11 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.82 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4 .67 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 5.10 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 6.97 Static: 118.00 psi Resid: 95.40 psi Flow: 4025.0 gpm 140.0 LEGEND 1 • Available pressure 117.39 psi 8 573.0 gpm 2 Required pressure 93.99 psi 8 573.0 gpm A I Avail. OnSite Demand Press. 117.39 psi 8 323.0 gpm A • Req. OnSite Demand Press. 3.99 psi 8 323.0 gpm Source Supply Curve System Demand Curve Available at Source G A U 2A G E 84.0 P R E S 5 56.0 U R E P 28.0 S i -14.7 WATER SUPPLY ANALYSIS 10015002000 2500 3000 3500 4000 4500 5000 FLOW (GPM) 1 (1) On Site pressures are based on hose stream deduction at th source WATER SUPPLY CURVE 120+ 0\ I \\ 110+ \\ I \\ \\ 100+ \\ I \\ X * <-95.4 psi 8 4025 gpm Flow Test Point 90+ P 80+ R I E I S I 5 70+ U R I E I 60+ P I S I I 50+ 40+ 30+ 20+ LEGEND if I X = Required Water Supply I 93.99 psi 8 573.0 gpm 10+ if I 0 = Available Water Supply " I 117.39 psi 8 573.0 gpm + ------+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Alternative Fire Protection Services 4 Phone: (951) 245-7111 *Design, Fabrication, Installation, Service, and Inspections* 28701 Highway 74 Fax: (951) 245-7222 Lake Elsinore, CA 92532 www.alternativefire.com C-16 941639 HYDRAULIC CALCULATIONS FOR OAKMONT, CARLSBAD - MEMORY CARE 2560 FARADAY AVE CARLSBAD, CA 92008 DESIGN AREA-2 (1ST FLR DINING) FILE No: CARLSBAD AREA-2.SDF DATE: 01/11/21 - DESIGN DATA - NFPA EDITION USED: OCCUPANCY CLASSIFICATION: DESIGN DENSITY: MAXIMUM COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS FLOWING: END HEAD REQUIREMENT: SPRINKLER FLOW & PRESSURE REQUIRED AT BASE OF RISER: HOSE ALLOWANCE TOTAL FIRE FLOW REQUIRED: FIRE SPRINKLER K-FACTOR: FIRE SPRINKLER TEMPERATURE: FIRE SPRINKLER MANUFACTURER & MODEL: FIRE SPRINKLER SERIAL NUMBER (SIN): DESIGN / LAYOUT BY: AUTHORITY HAVING JURISDICTION (AHJ): 2016 NFPA 13 LIGHT HAZARD .10/1050 ft2 Remote Area Reduced per NFPA 13, 11.2.3.2.3.1 146 sq ft (12'-0" x 12'-2") 12 14.8 gpm @ 7.0 psi @ HEAD 207 217.5 gpm @ 84.2 psi @ NODE BOR2 100 gpm 317.5 gpm @ 100.7 psi @ NODE SRC 5.6K 155° TYCO TY-FRB TY3231 (PEND) & TY5131 (HSW) ALTERNATIVE FIRE PROTECTION SERVICES CARLSBAD FIRE DEPT WATER FLOW AVAILABILITY DATA: STATIC: 132 psi (Reduced 10% to 118 psi) RESIDUAL: 106 psi (Reduced 10% to 95.4 psi) FLOW: 4025 gpm @ 106 psi WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 118.0 95.4 4025.0 117.8 317.5 100.7 Available pressure is 17.1 psi (14%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 317.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 217.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 100.7 217.5 DIP -3.0 - - - - 100.7 - - - RPIN 3.0 - - - - 98.1 - - - RPOUT 3.0 - - - - 86.1 - - - PVC -3.0 - - - - 88.7 - - - A -3.0 - - - - 88.7 - - - B -3.0 - - - - 88.7 - - - C -3.0 - - - - 88.6 - - - SWP -3.0 - - - - 87.9 - - - MAN 1.0 - - - - 85.8 - - - BOR2 4.0 - - - - 84.2 - - - TOR2 10.5 - - - - 76.1 - - - 1R 9.5 - - - - 75.5 - - - 2 9.5 - - - - 68.7 - - - 3 9.5 - - - - 68.6 - - - 6A 9.5 - - - - 67.8 - - - 6B 22.0 - - - - 59.9 - - - 6C 22.0 - - - - 59.1 - - - 7 9.5 - - - - 60.3 - - - 8 9.5 - - - - 60.3 - - - 9 9.5 - - - - 60.4 - - - bA 9.5 - - - - 60.4 - - - lOB 22.0 - - - - 55.0 - - - bC 22.0 - - - - 55.0 - - - 12 9.5 - - - - 46.6 - - - 13 9.5 - - - - 46.2 - - - 14 9.5 - - - - 45.1 - - - 15 9.5 - - - - 44.7 - - - 16 9.5 - - - - 46.5 - - - 17 9.5 - - - - 47.1 - - - 18A 9.5 - - - - 47.9 - - - 18B 22.0 - - - - 44.4 - - - 18C 22.0 - - - - 46.5 - - - 19 9.5 - - - - 41.6 - - - 20 9.5 - - - - 34.3 - - - 21 9.5 - - - - 34.4 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) 22 9.5 - - - - 34.5 - - - 23 9.5 - - - - 34.5 - - - 24 9.5 - - - - 18.9 - - - 25 9.5 - - - - 17.8 - - - 26 9.5 - - - - 10.0 - - - 27 9.5 - - - - 9.6 - - - 28 9.5 - - - - 7.5 - - - 29 9.5 - - - - 7.5 - - - 30 9.5 - - - - 7.3 - - - 31 9.5 - - - - 7.4 - - - 32 9.5 - - - - 10.5 - - - 33 9.5 - - - - 11.0 - - - 34 9.5 - - - - 21.0 - - - 35 9.5 - - - - 21.8 - - - P1 14.1 - - - - 44.5 - - - P2 14.1 - - - - 44.5 - - - P3 14.1 - - - - 44.5 - - - P4 14.1 - - - - 44.4 - - - P5 14.1 - - - - 44.4 - - - P6 14.1 - - - - 44.4 - - - P7 14.1 - - - - 44.4 - - - P8 14.1 - - - - 44.4 - - - P9 14.1 - - - - 44.4 - - - P10 14.1 - - - - 44.4 - - - P11 14.1 - - - - 44.4 - - - P12 14.1 - - - - 44.4 - - - P13 14.1 - - - - 44.4 - - - P14 15.2 - - - - 43.9 - - - P15 15.2 - - - - 43.9 - - - P16 15.2 - - - - 43.9 - - - P17 15.2 - - - - 43.9 - - - P18 15.2 - - - - 43.9 - - - P19 15.2 - - - - 43.9 - - - P20 15.2 - - - - 43.9 - - - P21 15.2 - - - - 43.9 - - - 52 22.0 - - - - 58.7 - - - 53 22.0 - - - - 58.5 - - - 54 22.0 - - - - 57.0 - - - 55 22.0 - - - - 56.1 - - - 56 22.0 - - - - 55.2 - - - 57 22.0 - - - - 55.1 - - - 58 22.0 - - - - 54.9 - - - 59 22.0 - - - - 54.9 - - - 60 22.0 - - - - 54.9 - - - 60A 22.0 - - - - 53.7 - - - 603 22.0 - - - - 53.2 - - - 60C 22.0 - - - - 52.0 - - - 61 22.0 - - - - 55.7 - - - 62 22.0 - - - - 55.3 - - - 62A 22.0 - - - - 55.3 - - - 63 22.0 - - - - 55.0 - - - 64 22.0 - - - - 55.0 - - - 65 22.0 - - - - 55.4 - - - 65A 22.0 - - - - 55.3 - - - 66 22.0 - - - - 55.5 - - - 67 22.0 - - - - 55.6 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 68 22.0 - - - - 55.8 - - - 69 22.0 - - - - 56.0 - - - 69A 22.0 - - - - 55.9 - - - 70 22.0 - - - - 55.7 - - - 71 22.0 - - - - 55.8 - - - 72 22.0 - - - - 55.4 - - - 73 22.0 - - - - 55.5 - - - 74 22.0 - - - - 55.7 - - - 75 22.0 - - - - 55.7 - - - 76 22.0 - - - - 51.8 - - - 77 22.0 - - - - 48.4 - - - 78 22.0 - - - - 48.8 - - - 79 22.0 - - - - 51.8 - - - 79A 22.0 - - - - 51.9 - - - 80 22.0 - - - - 52.2 - - - 80A 22.0 - - - - 53.4 - - - 80B 22.0 - - - - 53.5 - - - 80C 22.0 - - - - 53.3 - - - 80D 22.0 - - - - 53.3 - - - 81 22.0 - - - - 54.0 - - - 82 22.0 - - - - 53.7 - - - 83 22.0 - - - - 53.9 - - - 85 22.0 - - - - 54.0 - - - 87 22.0 - - - - 54.1 - - - 88 22.0 - - - - 54.0 - - - 89 22.0 - - - - 53.7 - - - 89A 22.0 - - - - 53.6 - - - 90 22.0 - - - - 53.6 - - - 91 22.0 - - - - 53.5 - - - 92 22.0 - - - - 53.4 - - - 93 22.0 - - - - 53.0 - - - 94 22.0 - - - - 52.8 - - - 95 22.0 - - - - 52.3 - - - 96 22.0 - - - - 53.0 - - - 97 22.0 - - - - 52.6 - - - 98 22.0 - - - - 52.3 - - - 99 22.0 - - - - 52.8 - - - 100 22.0 - - - - 52.6 - - - Xl 22.0 - - - - 52.5 - - - X2 22.0 - - - - 52.0 - - - X3 22.0 - - - - 48.2 - - - X4 22.0 - - - - 46.9 - - - X5 22.0 - - - - 52.6 - - - 201 9.0 K= 5.60 18.1 23.8 202 9.5 K= 5.60 17.0 23.1 203 9.0 K= 5.60 9.7 17.4 204 9.5 K= 5.60 9.2 17.0 205 9.0 K= 5.60 7.3 15.1 206 9.5 K= 5.60 7.1 14.9 207 9.5 K= 5.60 7.0 14.8 208 9.0 K= 5.60 7.2 15.0 209 9.5 K= 5.60 10.0 17.7 210 9.0 K= 5.60 10.6 18.2 211 9.5 K= 5.60 7.0 14.8 212 9.0 K= 5.60 20.9 25.6 301 13.7 - - - - 44.6 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 302 13.7 - - - - 44.6 - - - 303 13.7 - - - - 44.6 - - - 304 13.7 - - - - 44.6 - - - 305 13.7 - - - - 44.6 - - - 306 13.7 - - - - 44.6 - - - 307 13.7 - - - - 44.6 - - - 308 13.7 - - - - 44.6 - - - 309 13.7 - - - - 44.6 - - - 310 13.7 - - - - 44.6 - - - 311 13.7 - - - - 44.6 - - - 312 13.7 - - - - 44.6 - - - 313 13.7 - - - - 44.6 - - - 401 21.2 - - - - 56.2 - - - 402 21.2 - - - - 56.0 - - - 403 20.2 - - - - 56.2 - - - 404 20.2 - - - - 56.3 - - - 501 21.2 - - - - 53.4 - - - 502 21.2 - - - - 53.1 - - - 503 21.2 - - - - 53.3 - - - 504 21.2 - - - - 52.9 - - - 505 21.2 - - - - 53.1 - - - 506 21.2 - - - - 52.8 - - - 507 21.2 - - - - 53.0 - - - 508 21.2 - - - - 53.0 - - - 601 20.2 - - - - 54.5 - - - 602 20.2 - - - - 54.6 - - - 603 21.3 - - - - 54.3 - - - 604 21.3 - - - - 54.3 - - - PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 217.5 9.790 PL 15.00 PF 0.0 SRC -3.0 SRCE 100.7 (N/A) 0.9 150 FTG TLG PE 0.0 DIP -3.0 0.0 100.7 0.0 0.000 TL 112.00 PV Pipe: 2 217.5 10.400 FL 6.00 PF 0.0 DIP -3.0 0.0 100.7 0.0 0.8 140 FTG L PE -2.6 RPIN 3.0 0.0 98.1 0.0 0.000 TL 32.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 98.1 0.0 12.0 psi, 217.5 gpm RPOUT 3.0 0.0 86.1 0.0 Pipe: 4 217.5 10.400 PL 6.00 PF 0.0 RPOUT 3.0 0.0 86.1 0.0 0.8 140 FTG E PE 2.6 PVC -3.0 0.0 88.7 0.0 0.000 TL 41.00 PV Pipe: 5 217.5 9.790 PL 60.00 PF 0.0 PVC -3.0 0.0 88.7 0.0 0.9 150 FTG L PE 0.0 A -3.0 0.0 88.7 0.0 0.000 TL 82.00 PV Pipe: 7 217.5 9.790 PL 167.00 PF 0.0 A -3.0 0.0 88.7 0.0 0.9 150 FTG T2F PE 0.0 B -3.0 0.0 88.7 0.0 0.000 TL 265.00 PV Pipe: 8 217.5 7.980 PL 43.00 PF 0.0 B -3.0 0.0 88.7 0.0 1.4 150 FTG TF PE 0.0 C -3.0 0.0 88.6 0.0 0.000 TL 109.50 PV Pipe: 9 217.5 4.240 PL 41.00 PF 0.7 C -3.0 0.0 88.6 0.0 4.9 150 FTG TF PE 0.0 SW? -3.0 0.0 87.9 0.0 0.008 TL 90.00 PV Pipe: 10 217.5 4.310 FL 14.00 PF 0.3 SW? -3.0 0.0 87.9 0.0 4.8 120 FTG 2L FE -1.7 MAN 1.0 0.0 85.8 0.0 0.011 TL 30.72 PV Pipe: 11 217.5 4.310 FL 3.00 PF 0.3 MAN 1.0 0.0 85.8 0.0 4.8 120 FTG T FE -1.3 BOR2 4.0 0.0 84.2 0.0 0.011 TL 30.87 PV Pipe: 12 217.5 2.703 PL 7.00 PF 5.2 BOR2 4.0 0.0 84.2 0.0 12.2 120 FTG ECB FE -2.8 TOR2 10.5 0.0 76.1 0.0 0.107 TL 48.97 PV Pipe: 13 217.5 2.703 FL 4.00 PF 1.1 TOR2 10.5 0.0 76.1 0.0 12.2 120 FTG L FE 0.4 1R 9.5 0.0 75.5 0.0 0.107 TL 10.22 PV Pipe: 16 217.5 2.703 FL 38.00 PF 6.7 1R 9.5 0.0 75.5 0.0 12.2 120 FTG TL FE 0.0 2 9.5 0.0 68.7 0.0 0.107 TL 62.87 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 17 80.7 2.703 PL 9.00 PF 0.2 2 9.5 0.0 68.7 0.0 4.5 120 FTG ---- PE 0.0 3 9.5 0.0 68.6 0.0 0.017 TL 9.00 PV Pipe: 19 80.7 2.003 PL 3.00 PF 0.7 3 9.5 0.0 68.6 0.0 8.2 150 FTG T PE 0.0 6A 9.5 0.0 67.8 0.0 0.049 TL 15.00 PV Pipe: 20 136.8 2.003 PL 41.00 PF 8.4 2 9.5 0.0 68.7 0.0 13.9 150 FTG T3R PE 0.0 7 9.5 0.0 60.3 0.0 0.129 TL 65.00 PV Pipe: 21 -9.4 2.003 PL 6.00 PF 0.0 7 9.5 0.0 60.3 0.0 1.0 150 FTG T PE 0.0 8 9.5 0.0 60.3 0.0 0.001 TL 18.00 PV Pipe: 22 -9.4 2.003 PL 32.00 PF 0.0 8 9.5 0.0 60.3 0.0 1.0 150 FTG E3R PE 0.0 9 9.5 0.0 60.4 0.0 0.001 TL 49.70 PV Pipe: 24 -9.4 2.003 PL 4.00 PF 0.0 9 9.5 0.0 60.4 0.0 1.0 150 FTG ET PE 0.0 bA 9.5 0.0 60.4 0.0 0.001 TL 21.70 PV Pipe: 26 146.2 2.003 PL 66.00 PF 13.7 7 9.5 0.0 60.3 0.0 14.9 150 FTG T4R PE 0.0 12 9.5 0.0 46.6 0.0 0.146 TL 94.00 PV Pipe: 27 35.0 2.003 PL 24.00 PF 0.3 12 9.5 0.0 46.6 0.0 3.6 150 FTG 2R PE 0.0 13 9.5 0.0 46.2 0.0 0.010 TL 32.00 PV Pipe: 28 47.0 2.003 PL 49.00 PF 1.2 13 9.5 0.0 46.2 0.0 4.8 150 FTG 4R PE 0.0 14 9.5 0.0 45.1 0.0 0.018 TL 65.00 PV Pipe: 29 47.0 2.003 PL 12.00 PF 0.4 14 9.5 0.0 45.1 0.0 4.8 150 FTG T PE 0.0 15 9.5 0.0 44.7 0.0 0.018 TL 24.00 PV Pipe: 30 -71.3 2.003 PL 27.00 PF 1.8 15 9.5 0.0 44.7 0.0 7.3 150 FTG T2R PE 0.0 16 9.5 0.0 46.5 0.0 0.039 TL 47.00 PV Pipe: 31 -71.3 2.003 PL 5.00 PF 0.7 16 9.5 0.0 46.5 0.0 7.3 150 FTG T PE 0.0 17 9.5 0.0 47.1 0.0 0.039 TL 17.00 PV Pipe: 32 -71.3 2.003 PL 7.00 PF 0.7 17 9.5 0.0 47.1 0.0 7.3 150 FTG T PE 0.0 18A 9.5 0.0 47.9 0.0 0.039 TL 19.00 PV Pipe: 34 99.1 1.598 PL 12.00 PF 4.9 12 9.5 0.0 46.6 0.0 15.9 150 FTG TR PE 0.0 19 9.5 0.0 41.6 0.0 0.214 TL 23.10 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 35 99.1 1.598 PL 23.00 PF 7.3 19 9.5 0.0 41.6 0.0 15.9 150 FTG TR FE 0.0 20 9.5 0.0 34.3 0.0 0.214 TL 34.10 PV Pipe: 36 -15.4 1.598 PL 6.00 PF 0.0 20 9.5 0.0 34.3 0.0 2.5 150 FTG ---- PE 0.0 21 9.5 0.0 34.4 0.0 0.007 TL 6.00 PV Pipe: 37 -15.4 1.598 PL 15.00 PF 0.1 21 9.5 0.0 34.4 0.0 2.5 150 FTG ---- PE 0.0 22 9.5 0.0 34.5 0.0 0.007 TL 15.00 PV Pipe: 38 -15.4 1.598 PL 6.00 PF 0.0 22 9.5 0.0 34.5 0.0 2.5 150 FTG ---- PE 0.0 23 9.5 0.0 34.5 0.0 0.007 TL 6.00 PV Pipe: 39 -118.4 1.598 PL 23.00 PF 10.1 23 9.5 0.0 34.5 0.0 18.9 150 FTG TR PE 0.0 15 9.5 0.0 44.7 0.0 0.297 TL 34.10 PV Pipe: 41 114.5 1.101 FL 3.00 PF 15.5 20 9.5 0.0 34.3 0.0 38.6 150 FTG T PE 0.0 24 9.5 0.0 18.9 0.0 1.717 TL 9.00 PV Pipe: 42 90.7 1.101 PL 1.00 PF 1.1 24 9.5 0.0 18.9 0.0 30.6 150 FTG ---- FE 0.0 25 9.5 0.0 17.8 0.0 1.115 TL 1.00 PV Pipe: 42A 67.6 1.101 FL 12.00 PF 7.8 25 9.5 0.0 17.8 0.0 22.8 150 FTG ---- PE 0.0 26 9.5 0.0 10.0 0.0 0.648 TL 12.00 PV Pipe: 43 50.2 1.101 PL 1.00 PF 0.4 26 9.5 0.0 10.0 0.0 16.9 150 FTG ---- PE 0.0 27 9.5 0.0 9.6 0.0 0.374 TL 1.00 PV Pipe: 44 33.3 1.101 PL 12.00 PF 2.1 27 9.5 0.0 9.6 0.0 11.2 150 FTG ---- PE 0.0 28 9.5 0.0 7.5 0.0 0.174 TL 12.00 PV Pipe: 45 18.1 1.101 PL 1.00 PF 0.1 28 9.5 0.0 7.5 0.0 6.1 150 FTG ---- PE 0.0 29 9.5 0.0 7.5 0.0 0.057 TL 1.00 PV Pipe: 46 3.2 1.101 FL 40.00 PF 0.1 29 9.5 0.0 7.5 0.0 1.1 150 FTG 6E2R PE 0.0 30 9.5 0.0 7.3 0.0 0.002 TL 58.40 PV Pipe: 47 -11.6 1.101 PL 1.00 PF 0.0 30 9.5 0.0 7.3 0.0 3.9 150 FTG ---- PE 0.0 31 9.5 0.0 7.4 0.0 0.025 TL 1.00 PV Pipe: 48 -41.4 1.101 FL 12.00 PF 3.1 31 9.5 0.0 7.4 0.0 14.0 150 FTG ---- FE 0.0 32 9.5 0.0 10.5 0.0 0.262 TL 12.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. 1 NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 49 -59.1 1.101 PL 1.00 PF 0.5 32 9.5 0.0 10.5 0.0 19.9 150 FTG ---- PE 0.0 33 9.5 0.0 11.0 0.0 0.506 TL 1.00 PV Pipe: 50 -77.4 1.101 PL 12.00 PF 10.0 33 9.5 0.0 11.0 0.0 26.1 150 FTG ---- PE 0.0 34 9.5 0.0 21.0 0.0 0.831 TL 12.00 PV Pipe: 51 -77.4 1.101 PL 1.00 PF 0.8 34 9.5 0.0 21.0 0.0 26.1 150 FTG ---- PE 0.0 35 9.5 0.0 21.8 0.0 0.831 TL 1.00 PV Pipe: 52 -103.0 1.101 PL 3.00 PF 12.7 35 9.5 0.0 21.8 0.0 34.7 150 FTG T PE 0.0 23 9.5 0.0 34.5 0.0 1.411 TL 9.00 PV Pipe: 53 23.8 1.101 PL 2.00 PF 1.0 24 9.5 0.0 18.9 0.0 8.0 150 FTG ET PE 0.2 201 9.0 5.6 18.1 23.8 0.094 TL 10.50 PV Pipe: 54 23.1 1.101 PL 3.00 PF 0.8 25 9.5 0.0 17.8 0.0 7.8 150 FTG T PE 0.0 202 9.5 5.6 17.0 23.1 0.089 TL 9.00 PV Pipe: 55 17.4 1.101 PL 2.00 PF 0.6 26 9.5 0.0 10.0 0.0 5.9 150 FTG ET PE 0.2 203 9.0 5.6 9.7 17.4 0.053 TL 10.50 PV Pipe: 56 17.0 1.101 PL 3.00 PF 0.5 27 9.5 0.0 9.6 0.0 5.7 150 FTG T PE 0.0 204 9.5 5.6 9.2 17.0 0.050 TL 9.00 PV Pipe: 57 15.1 1.101 PL 2.00 PF 0.4 28 9.5 0.0 7.5 0.0 5.1 150 FTG ET PE 0.2 205 9.0 5.6 7.3 15.1 0.041 TL 10.50 PV Pipe: 58 14.9 1.101 PL 3.00 PF 0.4 29 9.5 0.0 7.5 0.0 5.0 150 FTG T PE 0.0 206 9.5 5.6 7.1 14.9 0.040 TL 9.00 PV Pipe: 59 14.8 1.101 PL 3.00 PF 0.4 30 9.5 0.0 7.3 0.0 5.0 150 FTG T PE 0.0 207 9.5 5.6 7.0 14.8 0.039 TL 9.00 PV Pipe: 60 15.0 1.101 PL 2.00 PF 0.4 31 9.5 0.0 7.4 0.0 5.0 150 FTG ET PE 0.2 208 9.0 5.6 7.2 15.0 0.040 TL 10.50 PV Pipe: 61 17.7 1.101 PL 3.00 PF 0.5 32 9.5 0.0 10.5 0.0 6.0 150 FTG T PE 0.0 209 9.5 5.6 10.0 17.7 0.054 TL 9.00 PV Pipe: 62 18.2 1.101 PL 2.00 PF 0.6 33 9.5 0.0 11.0 0.0 6.1 150 FTG ET PE 0.2 210 9.0 5.6 10.6 18.2 0.057 TL 10.50 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 63 14.8 1.101 PL 3.00 PF 0.4 31 9.5 0.0 7.4 0.0 5.0 150 FTG T PE 0.0 211 9.5 5.6 7.0 14.8 0.039 TL 9.00 PV Pipe: 64 25.6 1.101 PL 2.00 PF 1.1 35 9.5 0.0 21.8 0.0 8.6 150 FTG ET PE 0.2 212 9.0 5.6 20.9 25.6 0.107 TL 10.50 PV Pipe: 65 12.0 2.003 PL 36.00 PF 0.1 12 9.5 0.0 46.6 0.0 1.2 150 FTG 3ET5R PE -2.0 P1 14.1 0.0 44.5 0.0 0.001 TL 85.10 PV Pipe: 66 12.0 2.203 PL 3.00 PF 0.0 P1 14.1 0.0 44.5 0.0 1.0 120 FTG ---- PE 0.0 P2 14.1 0.0 44.5 0.0 0.001 TL 3.00 PV Pipe: 67 4.9 1.728 PL 10.00 PF 0.0 P2 14.1 0.0 44.5 0.0 0.7 120 FTG ---- PE 0.0 P3 14.1 0.0 44.5 0.0 0.001 TL 10.00 PV Pipe: 68 4.9 1.728 PL 15.00 PF 0.0 P3 14.1 0.0 44.5 0.0 0.7 120 FTG ---- PE 0.0 P4 14.1 0.0 44.4 0.0 0.001 TL 15.00 PV Pipe: 69 4.9 1.728 PL 14.00 PF 0.0 P4 14.1 0.0 44.4 0.0 0.7 120 FTG L PE 0.0 P5 14.1 0.0 44.4 0.0 0.001 TL 16.82 PV Pipe: 70 5.3 1.728 PL 7.00 PF 0.0 P5 14.1 0.0 44.4 0.0 0.7 120 FTG ---- PE 0.0 P6 14.1 0.0 44.4 0.0 0.001 TL 7.00 PV Pipe: 72 5.3 1.728 PL 7.00 PF 0.0 P6 14.1 0.0 44.4 0.0 0.7 120 FTG ---- PE 0.0 P7 14.1 0.0 44.4 0.0 0.001 TL 7.00 PV Pipe: 73 5.1 1.728 PL 14.00 PF 0.0 P7 14.1 0.0 44.4 0.0 0.7 120 FTG L PE 0.0 P8 14.1 0.0 44.4 0.0 0.001 TL 16.82 PV Pipe: 74 5.1 1.728 PL 15.00 PF 0.0 P8 14.1 0.0 44.4 0.0 0.7 120 FTG ---- PE 0.0 P9 14.1 0.0 44.4 0.0 0.001 TL 15.00 PV Pipe: 75 5.1 1.728 PL 3.00 PF 0.0 29 14.1 0.0 44.4 0.0 0.7 120 FTG ---- PE 0.0 P10 14.1 0.0 44.4 0.0 0.001 TL 3.00 PV Pipe: 76 12.0 2.203 PL 3.00 PF 0.0 P10 14.1 0.0 44.4 0.0 1.0 120 FTG ---- PE 0.0 P11 14.1 0.0 44.4 0.0 0.001 TL 3.00 PV Pipe: 76A 12.0 2.003 PL 34.00 PF 0.1 P11 14.1 0.0 44.4 0.0 1.2 150 FTG 2ET7R PE 2.0 13 9.5 0.0 46.2 0.0 0.001 TL 85.40 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 77 -6.9 1.728 PL 7.00 PF 0.0 P10 14.1 0.0 44.4 0.0 0.9 120 FTG T PE 0.0 P12 14.1 0.0 44.4 0.0 0.002 TL 18.29 PV Pipe: 78 -6.6 1.728 PL 14.00 PF 0.0 P12 14.1 0.0 44.4 0.0 0.9 120 FTG ---- PE 0.0 P13 14.1 0.0 44.4 0.0 0.001 TL 14.00 PV Pipe: 78A -7.1 1.728 PL 7.00 PF 0.0 P13 14.1 0.0 44.4 0.0 1.0 120 FTG T PE 0.0 P2 14.1 0.0 44.5 0.0 0.002 TL 18.29 PV Pipe: 79 0.4 1.090 PL 4.00 PF 0.0 P13 14.1 0.0 44.4 0.0 0.1 120 FTG ET PE -0.5 P14 15.2 0.0 43.9 0.0 0.000 TL 12.44 PV Pipe: 80 0.4 1.090 PL 8.00 PF 0.0 P14 15.2 0.0 43.9 0.0 0.1 120 FTG ---- PE 0.0 P15 15.2 0.0 43.9 0.0 0.000 TL 8.00 PV Pipe: 81 0.4 1.090 PL 9.00 PF 0.0 P15 15.2 0.0 43.9 0.0 0.1 120 FTG ---- PE 0.0 P16 15.2 0.0 43.9 0.0 0.000 TL 9.00 PV Pipe: 82 0.4 1.090 PL 9.00 PF 0.0 P16 15.2 0.0 43.9 0.0 0.1 120 FTG ---- PE 0.0 P17 15.2 0.0 43.9 0.0 0.000 TL 9.00 PV Pipe: 83 0.4 1.090 PL 7.00 PF 0.0 P17 15.2 0.0 43.9 0.0 0.1 120 FTG ET PE 0.5 P5 14.1 0.0 44.4 0.0 0.000 TL 15.44 PV Pipe: 84 -0.3 1.090 PL 4.00 PF 0.0 P12 14.1 0.0 44.4 0.0 0.1 120 FTG ET PE -0.5 P18 15.2 0.0 43.9 0.0 0.000 TL 12.44 PV Pipe: 85 -0.3 1.090 PL 8.00 PF 0.0 218 15.2 0.0 43.9 0.0 0.1 120 FTG ---- PE 0.0 P19 15.2 0.0 43.9 0.0 0.000 TL 8.00 PV Pipe: 86 -0.3 1.090 PL 9.00 PF 0.0 P19 15.2 0.0 43.9 0.0 0.1 120 FTG ---- PE 0.0 P20 15.2 0.0 43.9 0.0 0.000 TL 9.00 PV Pipe: 87 -0.3 1.090 PL 9.00 PF 0.0 P20 15.2 0.0 43.9 0.0 0.1 120 FTG ---- PE 0.0 P21 15.2 0.0 43.9 0.0 0.000 TL 9.00 PV Pipe: 88 -0.3 1.090 PL 7.00 PF 0.0 P21 15.2 0.0 43.9 0.0 0.1 120 FTG ET PE 0.5 P7 14.1 0.0 44.4 0.0 0.000 TL 15.44 PV Pipe: 89 0.0 1.090 PL 2.00 PF 0.0 P3 14.1 0.0 44.5 0.0 0.0 120 FTG T PE 0.2 301 13.7 0.0 44.6 0.0 0.000 TL 8.03 PV 7 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 90 0.0 1.090 PL 2.00 PF 0.0 P4 14.1 0.0 44.4 0.0 0.0 120 FTG T PE 0.2 302 13.7 0.0 44.6 0.0 0.000 TL 8.03 PV Pipe: 91 0.0 1.090 PL 2.00 PF 0.0 P6 14.1 0.0 44.4 0.0 0.0 120 FTG T FE 0.2 303 13.7 0.0 44.6 0.0 0.000 TL 8.03 PV Pipe: 92 0.0 1.090 FL 2.00 PF 0.0 P8 14.1 0.0 44.4 0.0 0.0 120 FTG T PE 0.2 304 13.7 0.0 44.6 0.0 0.000 TL 8.03 PV Pipe: 93 0.0 1.090 PL 2.00 PF 0.0 P9 14.1 0.0 44.4 0.0 0.0 120 FTG T PE 0.2 305 13.7 0.0 44.6 0.0 0.000 TL 8.03 PV Pipe: 93A 0.0 1.090 PL 4.00 PF 0.0 P14 15.2 0.0 43.9 0.0 0.0 120 FTG T FE 0.7 306 13.7 0.0 44.6 0.0 0.000 TL 10.03 PV Pipe: 93B 0.0 1.090 FL 4.00 PF 0.0 P15 15.2 0.0 43.9 0.0 0.0 120 FTG T PE 0.7 307 13.7 0.0 44.6 0.0 0.000 TL 10.03 PV Pipe: 93C 0.0 1.090 FL 4.00 PF 0.0 P16 15.2 0.0 43.9 0.0 0.0 120 FTG T PE 0.7 308 13.7 0.0 44.6 0.0 0.000 TL 10.03 PV Pipe: 93D 0.0 1.090 FL 4.00 PP 0.0 P17 15.2 0.0 43.9 0.0 0.0 120 FTG T PE 0.7 309 13.7 0.0 44.6 0.0 0.000 TL 10.03 PV Pipe: 93E 0.0 1.090 PL 4.00 PP 0.0 P18 15.2 0.0 43.9 0.0 0.0 120 FTG T PE 0.7 310 13.7 0.0 44.6 0.0 0.000 TL 10.03 PV Pipe: 93F 0.0 1.090 PL 4.00 PF 0.0 P19 15.2 0.0 43.9 0.0 0.0 120 FTG T PE 0.7 311 13.7 0.0 44.6 0.0 0.000 TL 10.03 PV Pipe: 93G 0.0 1.090 PL 4.00 PP 0.0 P20 15.2 0.0 43.9 0.0 0.0 120 FTG T PE 0.7 312 13.7 0.0 44.6 0.0 0.000 TL 10.03 PV Pipe: 93H 0.0 1.090 FL 4.00 PF 0.0 P21 15.2 0.0 43.9 0.0 0.0 120 FTG T PE 0.7 313 13.7 0.0 44.6 0.0 0.000 TL 10.03 PV Pipe: 94 80.7 1.598 FL 13.00 PP 2.5 6A 9.5 0.0 67.8 0.0 12.9 150 FTG E PE -5.4 6B 22.0 0.0 59.9 0.0 0.147 TL 17.00 PV Pipe: 95 -9.4 1.598 FL 13.00 PF 0.0 bA 9.5 0.0 60.4 0.0 1.5 150 FTG E PE -5.4 lOB 22.0 0.0 55.0 0.0 0.003 TL 17.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 96 -71.3 1.598 PL 13.00 PF 2.0 18A 9.5 0.0 47.9 0.0 11.4 150 FTG E PE -5.4 18B 22.0 0.0 44.4 0.0 0.117 TL 17.00 PV Pipe: 96A 80.7 1.598 PL 2.00 PF 0.9 6B 22.0 0.0 59.9 0.0 12.9 150 FTG E PE 0.0 6C 22.0 0.0 59.1 0.0 0.147 TL 6.00 PV Pipe: 97 28.6 1.394 PL 2.00 PF 0.4 6C 22.0 0.0 59.1 0.0 6.0 150 FTG T PE 0.0 52 22.0 0.0 58.7 0.0 0.042 TL 9.30 PV Pipe: 98 14.2 1.394 PL 16.00 PF 0.2 52 22.0 0.0 58.7 0.0 3.0 150 FTG R PE 0.0 53 22.0 0.0 58.5 0.0 0.012 TL 18.30 PV Pipe: 99 52.1 1.394 PL 9.00 PF 2.1 6C 22.0 0.0 59.1 0.0 11.0 150 FTG T PE 0.0 54 22.0 0.0 57.0 0.0 0.127 TL 16.30 PV Pipe: 100 25.0 1.394 PL 24.00 PF 0.9 54 22.0 0.0 57.0 0.0 5.2 150 FTG 2R PE 0.0 55 22.0 0.0 56.1 0.0 0.032 TL 28.60 PV Pipe: 101 25.0 1.394 PL 16.00 PF 0.9 55 22.0 0.0 56.1 0.0 5.2 150 FTG T2R PE 0.0 56 22.0 0.0 55.2 0.0 0.032 TL 27.90 PV Pipe: 102 14.8 1.394 PL 5.00 PF 0.1 56 22.0 0.0 55.2 0.0 3.1 150 FTG ---- PE 0.0 57 22.0 0.0 55.1 0.0 0.012 TL 5.00 PV Pipe: 103 23.6 1.394 PL 5.00 PF 0.1 57 22.0 0.0 55.1 0.0 5.0 150 FTG ---- PE 0.0 58 22.0 0.0 54.9 0.0 0.029 TL 5.00 PV Pipe: 104 14.2 1.394 PL 5.00 PF 0.1 58 22.0 0.0 54.9 0.0 3.0 150 FTG ---- PE 0.0 59 22.0 0.0 54.9 0.0 0.011 TL 5.00 PV Pipe: 105 5.6 1.394 PL 11.00 PF 0.0 59 22.0 0.0 54.9 0.0 1.2 150 FTG T PE 0.0 60 22.0 0.0 54.9 0.0 0.002 TL 18.30 PV Pipe: 106 27.2 1.394 PL 21.00 PF 1.3 54 22.0 0.0 57.0 0.0 5.7 150 FTG T2R PE 0.0 61 22.0 0.0 55.7 0.0 0.038 TL 32.90 PV Pipe: 107 8.9 1.101 FL 24.00 PF 0.6 61 22.0 0.0 55.7 0.0 3.0 150 FTG 2T4R PE 0.0 57 22.0 0.0 55.1 0.0 0.015 TL 42.80 PV Pipe: 108 18.3 1.394 PL 21.00 PF 0.4 61 22.0 0.0 55.7 0.0 3.8 150 FTG R PE 0.0 62 22.0 0.0 55.3 0.0 0.018 TL 23.30 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 109 2.6 1.394 PL 6.00 PF 0.0 62 22.0 0.0 55.3 0.0 0.6 150 FTG TR PE 0.0 62A 22.0 0.0 55.3 0.0 0.001 TL 15.60 PV Pipe: 110 15.4 1.394 Pb 15.00 PF 0.3 62A 22.0 0.0 55.3 0.0 3.2 150 FTG T PE 0.0 63 22.0 0.0 55.0 0.0 0.013 TL 22.30 PV Pipe: 111 6.6 1.394 PL 5.00 PF 0.0 63 22.0 0.0 55.0 0.0 1.4 150 FTG ---- PE 0.0 64 22.0 0.0 55.0 0.0 0.003 TL 5.00 PV Pipe: 112 -6.5 1.394 PL 14.00 PF 0.0 64 22.0 0.0 55.0 0.0 1.4 150 FTG R PE 0.0 1OC 22.0 0.0 55.0 0.0 0.003 TL 16.30 PV Pipe: 113 -0.5 1.598 Pb 3.00 PF 0.0 bC 22.0 0.0 55.0 0.0 0.1 150 FTG ET PE 0.0 lOB 22.0 0.0 55.0 0.0 0.000 TL 15.40 PV Pipe: 114 15.7 1.394 Pb 24.00 PF 0.5 62 22.0 0.0 55.3 0.0 3.3 150 FTG TR PE 0.0 60 22.0 0.0 54.9 0.0 0.014 TL 33.60 PV Pipe: 115 21.3 1.394 PL 43.00 PF 1.2 60 22.0 0.0 54.9 0.0 4.5 150 FTG 2R PE 0.0 60A 22.0 0.0 53.7 0.0 0.024 TL 47.60 PV Pipe: 116 4.8 1.101 PL 12.00 PF 0.1 60A 22.0 0.0 53.7 0.0 1.6 150 FTG TR PE 0.0 89A 22.0 0.0 53.6 0.0 0.005 TL 19.70 PV Pipe: 117 16.5 1.394 PL 26.00 PF 0.5 60A 22.0 0.0 53.7 0.0 3.5 150 FTG 2R PE 0.0 60B 22.0 0.0 53.2 0.0 0.015 TL 30.60 PV Pipe: 118 -5.5 1.101 PL 9.00 PF 0.1 60B 22.0 0.0 53.2 0.0 1.9 150 FTG T PE 0.0 80D 22.0 0.0 53.3 0.0 0.006 TL 15.00 PV Pipe: 119 22.0 1.394 PL 42.00 PF 1.2 60B 22.0 0.0 53.2 0.0 4.6 150 FTG 2R PE 0.0 60C 22.0 0.0 52.0 0.0 0.026 TL 46.60 PV Pipe: 120 -8.3 1.101 PL 12.00 PF 0.2 60C 22.0 0.0 52.0 0.0 2.8 150 FTG T PE 0.0 95 22.0 0.0 52.3 0.0 0.013 TL 18.00 PV Pipe: 121 30.3 1.394 PL 5.00 PF 0.2 60C 22.0 0.0 52.0 0.0 6.4 150 FTG ---- PE 0.0 76 22.0 0.0 51.8 0.0 0.046 TL 5.00 PV Pipe: 122 -4.7 1.101 Pb 11.00 PF 0.1 76 22.0 0.0 51.8 0.0 1.6 150 FTG T PE 0.0 79A 22.0 0.0 51.9 0.0 0.005 TL 17.00 PV PIPE TAG QGPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 123 35.0 1.394 PL 40.00 PF 3.4 76 22.0 0.0 51.8 0.0 7.3 150 FTG 7R FE 0.0 77 22.0 0.0 48.4 0.0 0.061 TL 56.10 PV Pipe: 124 -9.0 1.101 FL 13.00 PF 0.3 77 22.0 0.0 48.4 0.0 3.0 150 FTG T2R PE 0.0 78 22.0 0.0 48.8 0.0 0.016 TL 22.40 PV Pipe: 125 53.0 1.394 PL 7.00 PF 1.9 77 22.0 0.0 48.4 0.0 11.1 150 FTG T PE 0.0 18C 22.0 0.0 46.5 0.0 0.131 TL 14.30 PV Pipe: 126 71.3 1.598 PL 7.00 PF 2.1 18C 22.0 0.0 46.5 0.0 11.4 150 FTG TR FE 0.0 18B 22.0 0.0 44.4 0.0 0.117 TL 18.10 PV Pipe: 127 -9.9 1.101 PL 9.00 PF 0.3 lOB 22.0 0.0 55.0 0.0 3.3 150 FTG T PE 0.0 65A 22.0 0.0 55.3 0.0 0.018 TL 15.00 PV Pipe: 128 -6.0 1.101 FL 37.00 PF 0.4 bC 22.0 0.0 55.0 0.0 2.0 150 FTG ET4R PE 0.0 65 22.0 0.0 55.4 0.0 0.007 TL 52.30 PV Pipe: 129 -9.4 1.101 FL 6.00 PF 0.1 65 22.0 0.0 55.4 0.0 3.2 150 FTG ---- PE 0.0 66 22.0 0.0 55.5 0.0 0.017 TL 6.00 PV Pipe: 130 -5.3 1.101 PL 11.00 PF 0.1 66 22.0 0.0 55.5 0.0 1.8 150 FTG 2R PE 0.0 67 22.0 0.0 55.6 0.0 0.006 TL 14.40 PV Pipe: 131 -5.3 1.101 PL 34.00 PF 0.2 67 22.0 0.0 55.6 0.0 1.8 150 FTG E2R FE 0.0 68 22.0 0.0 55.8 0.0 0.006 TL 39.90 PV Pipe: 132 -5.3 1.101 PL 31.00 PF 0.2 68 22.0 0.0 55.8 0.0 1.8 150 FTG R FE 0.0 69 22.0 0.0 56.0 0.0 0.006 TL 32.70 PV Pipe: 133 9.0 1.101 PL 6.00 PF 0.2 69 22.0 0.0 56.0 0.0 3.0 150 FTG ER PE 0.0 69A 22.0 0.0 55.9 0.0 0.016 TL 10.20 PV Pipe: 134 9.0 1.101 FL 5.00 PF 0.1 69A 22.0 0.0 55.9 0.0 3.0 150 FTG ---- FE 0.0 71 22.0 0.0 55.8 0.0 0.016 TL 5.00 PV Pipe: 135 -4.0 1.101 FL 37.00 PF 0.2 66 22.0 0.0 55.5 0.0 1.4 150 FTG T2R PE 0.0 70 22.0 0.0 55.7 0.0 0.004 TL 46.40 PV Pipe: 136 -4.0 1.101 FL 28.00 PF 0.1 70 22.0 0.0 55.7 0.0 1.4 150 FTG 2R FE 0.0 71 22.0 0.0 55.8 0.0 0.004 TL 31.40 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 137 5.0 1.101 PL 5.00 PF 0.1 71 22.0 0.0 55.8 0.0 1.7 150 FTG T PE 0.0 74 22.0 0.0 55.7 0.0 0.005 TL 11.00 PV Pipe: 138 3.4 1.101 PL 27.00 PF 0.1 65 22.0 0.0 55.4 0.0 1.1 150 FTG T5R PE 0.0 65A 22.0 0.0 55.3 0.0 0.003 TL 41.50 PV Pipe: 139 -6.5 1.101 PL 7.00 PF 0.1 65A 22.0 0.0 55.3 0.0 2.2 150 FTG T PE 0.0 72 22.0 0.0 55.4 0.0 0.008 TL 13.00 PV Pipe: 140 -6.5 1.101 PL 8.00 PF 0.1 72 22.0 0.0 55.4 0.0 2.2 150 FTG ---- PE 0.0 73 22.0 0.0 55.5 0.0 0.008 TL 8.00 PV Pipe: 141 -6.5 1.101 PL 24.00 PF 0.2 73 22.0 0.0 55.5 0.0 2.2 150 FTG 3R PE 0.0 74 22.0 0.0 55.7 0.0 0.008 TL 29.10 PV Pipe: 142 -1.5 1.101 PL 6.00 PF 0.0 74 22.0 0.0 55.7 0.0 0.5 150 FTG T PE 0.0 75 22.0 0.0 55.7 0.0 0.001 TL 12.00 PV Pipe: 143 -14.4 1.101 PL 56.00 PF 2.6 69 22.0 0.0 56.0 0.0 4.8 150 FTG 2T2R PE 0.0 52 22.0 0.0 58.7 0.0 0.037 TL 71.40 PV Pipe: 144 -14.2 1.101 PL 56.00 PF 2.7 75 22.0 0.0 55.7 0.0 4.8 150 FTG ET6R PE 0.0 53 22.0 0.0 58.5 0.0 0.036 TL 74.70 PV Pipe: 145 12.7 1.101 PL 10.00 PF 0.4 75 22.0 0.0 55.7 0.0 4.3 150 FTG 2E PE 0.0 62A 22.0 0.0 55.3 0.0 0.030 TL 15.00 PV Pipe: 146 0.0 1.101 PL 3.00 PF 0.0 68 22.0 0.0 55.8 0.0 0.0 150 FTG ET PE 0.3 401 21.2 0.0 56.2 0.0 0.000 TL 11.50 PV Pipe: 147 0.0 1.101 PL 2.00 PF 0.0 70 22.0 0.0 55.7 0.0 0.0 150 FTG T PE 0.3 402 21.2 0.0 56.0 0.0 0.000 TL 8.00 PV Pipe: 148 0.0 1.101 PL 3.00 PF 0.0 72 22.0 0.0 55.4 0.0 0.0 150 FTG T PE 0.8 403 20.2 0.0 56.2 0.0 0.000 TL 9.00 PV Pipe: 149 0.0 1.101 PL 3.00 PF 0.0 73 22.0 0.0 55.5 0.0 0.0 150 FTG T PE 0.8 404 20.2 0.0 56.3 0.0 0.000 TL 9.00 PV Pipe: 150 8.7 1.101 PL 71.00 PF 1.4 63 22.0 0.0 55.0 0.0 2.9 150 FTG T9R PE 0.0 89 22.0 0.0 53.7 0.0 0.015 TL 92.30 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 151 13.1 1.101 PL 20.00 PF 0.9 64 22.0 0.0 55.0 0.0 4.4 150 FTG TR PE 0.0 87 22.0 0.0 54.1 0.0 0.031 TL 27.70 PV Pipe: 152 6.6 1.101 PL 52.00 PF 0.5 87 22.0 0.0 54.1 0.0 2.2 150 FTG 4R PE 0.0 90 22.0 0.0 53.6 0.0 0.009 TL 58.80 PV Pipe: 153 6.5 1.101 PL 11.00 PF 0.2 87 22.0 0.0 54.1 0.0 2.2 150 FTG TR PE 0.0 88 22.0 0.0 54.0 0.0 0.008 TL 18.70 PV Pipe: 154 6.5 1.101 PL 52.00 PF 0.5 88 22.0 0.0 54.0 0.0 2.2 150 FTG T3R PE 0.0 92 22.0 0.0 53.4 0.0 0.008 TL 63.10 PV Pipe: 155 3.8 1.101 PL 5.00 PF 0.0 89 22.0 0.0 53.7 0.0 1.3 150 FTG T PE 0.0 90 22.0 0.0 53.6 0.0 0.003 TL 11.00 PV Pipe: 156 10.4 1.101 PL 2.00 PF 0.2 90 22.0 0.0 53.6 0.0 3.5 150 FTG T PE 0.0 91 22.0 0.0 53.5 0.0 0.020 TL 8.00 PV Pipe: 157 2.3 1.101 PL 9.00 PF 0.0 91 22.0 0.0 53.5 0.0 0.8 150 FTG T PE 0.0 92 22.0 0.0 53.4 0.0 0.001 TL 15.00 PV Pipe: 158 4.9 1.101 PL 4.00 PF 0.1 89 22.0 0.0 53.7 0.0 1.7 150 FTG T PE 0.0 89A 22.0 0.0 53.6 0.0 0.005 TL 10.00 PV Pipe: 159 9.7 1.101 PL 26.00 PF 0.6 89A 22.0 0.0 53.6 0.0 3.3 150 FTG T PE 0.0 93 22.0 0.0 53.0 0.0 0.018 TL 32.00 PV Pipe: 160 9.7 1.101 PL 15.00 PF 0.3 93 22.0 0.0 53.0 0.0 3.3 150 FTG ---- PE 0.0 94 22.0 0.0 52.8 0.0 0.018 TL 15.00 PV Pipe: 161 9.7 1.101 PL 25.00 PF 0.5 94 22.0 0.0 52.8 0.0 3.3 150 FTG R PE 0.0 95 22.0 0.0 52.3 0.0 0.018 TL 26.70 PV Pipe: 162 8.1 1.101 PL 29.00 PP 0.5 91 22.0 0.0 53.5 0.0 2.7 150 FTG TR PE 0.0 96 22.0 0.0 53.0 0.0 0.013 TL 36.70 PV Pipe: 163 8.1 1.101 PL 15.00 PF 0.4 96 22.0 0.0 53.0 0.0 2.7 150 FTG 2TR PE 0.0 97 22.0 0.0 52.6 0.0 0.013 TL 28.70 PV Pipe: 164 8.1 1.101 PL 25.00 PF 0.3 97 22.0 0.0 52.6 0.0 2.7 150 FTG R FE 0.0 98 22.0 0.0 52.3 0.0 0.013 TL 26.70 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 165 -1.4 1.101 PL 10.00 PF 0.0 98 22.0 0.0 52.3 0.0 0.5 150 FTG 2TR PE 0.0 95 22.0 0.0 52.3 0.0 0.001 TL 23.70 PV Pipe: 166 8.8 1.101 PL 33.00 PF 0.7 92 22.0 0.0 53.4 0.0 3.0 150 FTG 2TR PE 0.0 99 22.0 0.0 52.8 0.0 0.015 TL 46.70 PV Pipe: 167 8.8 1.101 PL 8.00 PF 0.1 99 22.0 0.0 52.8 0.0 3.0 150 FTG ---- PE 0.0 100 22.0 0.0 52.6 0.0 0.015 TL 8.00 PV Pipe: 168 8.8 1.101 PL 8.00 PF 0.1 100 22.0 0.0 52.6 0.0 3.0 150 FTG ---- PE 0.0 Xl 22.0 0.0 52.5 0.0 0.015 TL 8.00 PV Pipe: 169 8.8 1.101 PL 30.00 PF 0.5 Xl 22.0 0.0 52.5 0.0 3.0 150 FTG 2E PE 0.0 X2 22.0 0.0 52.0 0.0 0.015 TL 35.00 PV Pipe: 170 -9.6 1.101 PL 8.00 PF 0.3 X2 22.0 0.0 52.0 0.0 3.2 150 FTG TR PE 0.0 98 22.0 0.0 52.3 0.0 0.017 TL 15.70 PV Pipe: 171 18.3 1.101 PL 49.00 PF 3.8 X2 22.0 0.0 52.0 0.0 6.2 150 FTG ETSR PE 0.0 X3 22.0 0.0 48.2 0.0 0.058 TL 66.00 PV Pipe: 172 18.3 1.101 PL 12.00 PF 1.2 X3 22.0 0.0 48.2 0.0 6.2 150 FTG T2R PE 0.0 X4 22.0 0.0 46.9 0.0 0.058 TL 21.40 PV Pipe: 173 18.3 1.101 PL 5.00 PF 0.4 X4 22.0 0.0 46.9 0.0 6.2 150 FTG R PE 0.0 18C 22.0 0.0 46.5 0.0 0.058 TL 6.70 PV Pipe: 174 0.0 1.101 PL 8.00 PF 0.0 100 22.0 0.0 52.6 0.0 0.0 150 FTG T PE 0.0 X5 22.0 0.0 52.6 0.0 0.000 TL 14.00 PV Pipe: 175 0.0 1.101 PL 2.00 PF 0.0 93 22.0 0.0 53.0 0.0 0.0 150 FTG T PE 0.3 501 21.2 0.0 53.4 0.0 0.000 TL 8.00 PV Pipe: 176 0.0 1.101 PL 2.00 PF 0.0 94 22.0 0.0 52.8 0.0 0.0 150 FTG T PE 0.3 502 21.2 0.0 53.1 0.0 0.000 TL 8.00 PV Pipe: 177 0.0 1.101 PL 2.00 PF 0.0 96 22.0 0.0 53.0 0.0 0.0 150 FTG T PE 0.3 503 21.2 0.0 53.3 0.0 0.000 TL 8.00 PV Pipe: 178 0.0 1.101 PL 2.00 PF 0.0 97 22.0 0.0 52.6 0.0 0.0 150 FTG T PE 0.3 504 21.2 0.0 52.9 0.0 0.000 TL 8.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 179 0.0 1.101 PL 2.00 PF 0.0 99 22.0 0.0 52.8 0.0 0.0 150 FTG T PE 0.3 505 21.2 0.0 53.1 0.0 0.000 TL 8.00 PV Pipe: 180 0.0 1.101 PL 10.00 PF 0.0 X5 22.0 0.0 52.6 0.0 0.0 150 FTG ET PE 0.3 507 21.2 0.0 53.0 0.0 0.000 TL 18.50 PV Pipe: 181 0.0 1.101 PL 10.00 PF 0.0 X5 22.0 0.0 52.6 0.0 0.0 150 FTG ET PE 0.3 508 21.2 0.0 53.0 0.0 0.000 TL 18.50 PV Pipe: 182 0.0 1.101 PL 2.00 PF 0.0 Xl 22.0 0.0 52.5 0.0 0.0 150 FTG T PE 0.3 506 21.2 0.0 52.8 0.0 0.000 TL 8.00 PV Pipe: 183 -9.0 1.101 PL 13.00 PF 0.3 77 22.0 0.0 48.4 0.0 3.0 150 FTG T2R PE 0.0 78 22.0 0.0 48.8 0.0 0.016 TL 22.40 PV Pipe: 184 -18.0 1.101 PL 43.00 PF 3.0 78 22.0 0.0 48.8 0.0 6.1 150 FTG 2ET PE 0.0 79 22.0 0.0 51.8 0.0 0.056 TL 54.00 PV Pipe: 185 -6.3 1.101 PL 6.00 PF 0.1 79 22.0 0.0 51.8 0.0 2.1 150 FTG T PE 0.0 79A 22.0 0.0 51.9 0.0 0.008 TL 12.00 PV Pipe: 186 -11.7 1.101 PL 10.00 PF 0.4 79 22.0 0.0 51.8 0.0 3.9 150 FTG T PE 0.0 80 22.0 0.0 52.2 0.0 0.025 TL 16.00 PV Pipe: 187 -11.7 1.101 PL 47.00 PF 1.2 80 22.0 0.0 52.2 0.0 3.9 150 FTG E PE 0.0 80A 22.0 0.0 53.4 0.0 0.025 TL 49.50 PV Pipe: 188 -11.0 1.101 PL 47.00 PF 1.4 79A 22.0 0.0 51.9 0.0 3.7 150 FTG T6R PE 0.0 80C 22.0 0.0 53.3 0.0 0.023 TL 63.20 PV Pipe: 189 -1.5 1.101 PL 10.00 FE' 0.0 80A 22.0 0.0 53.4 0.0 0.5 150 FTG T FE 0.0 80B 22.0 0.0 53.5 0.0 0.001 TL 16.00 PV Pipe: 190 8.0 1.101 PL 5.00 PF 0.1 80B 22.0 0.0 53.5 0.0 2.7 150 FTG T PE 0.0 80C 22.0 0.0 53.3 0.0 0.012 TL 11.00 PV Pipe: 191 -3.1 1.101 PL 3.00 PF 0.0 80C 22.0 0.0 53.3 0.0 1.0 150 FTG T PE 0.0 80D 22.0 0.0 53.3 0.0 0.002 TL 9.00 PV Pipe: 192 -10.2 1.101 FL 23.00 PF 0.6 80A 22.0 0.0 53.4 0.0 3.4 150 FTG TR PE 0.0 81 22.0 0.0 54.0 0.0 0.020 TL 30.70 PV I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 193 -10.2 1.101 PL 46.00 PF 1.1 81 22.0 0.0 54.0 0.0 3.4 150 FTG T3R PE 0.0 56 22.0 0.0 55.2 0.0 0.020 TL 57.10 PV Pipe: 194 -9.5 1.101 PL 23.00 PF 0.5 80B 22.0 0.0 53.5 0.0 3.2 150 FTG TR PE 0.0 85 22.0 0.0 54.0 0.0 0.017 TL 30.70 PV Pipe: 195 -9.5 1.101 PL 46.00 PF 1.0 85 22.0 0.0 54.0 0.0 3.2 150 FTG T3R PE 0.0 58 22.0 0.0 54.9 0.0 0.017 TL 57.10 PV Pipe: 196 -8.6 1.101 PL 18.00 PF 0.4 80D 22.0 0.0 53.3 0.0 2.9 150 FTG T3R PE 0.0 82 22.0 0.0 53.7 0.0 0.014 TL 29.10 PV Pipe: 197 -8.6 1.101 PL 8.00 PF 0.1 82 22.0 0.0 53.7 0.0 2.9 150 FTG ---- PE 0.0 83 22.0 0.0 53.9 0.0 0.014 TL 8.00 PV Pipe: 198 -8.6 1.101 PL 50.00 PF 1.0 83 22.0 0.0 53.9 0.0 2.9 150 FTG 2ET7R PE 0.0 59 22.0 0.0 54.9 0.0 0.014 TL 72.90 PV Pipe: 199 0.0 1.101 PL 3.00 PF 0.0 82 22.0 0.0 53.7 0.0 0.0 150 FTG T PE 0.8 601 20.2 0.0 54.5 0.0 0.000 TL 9.00 PV Pipe: 200 0.0 1.101 PL 4.00 PF 0.0 83 22.0 0.0 53.9 0.0 0.0 150 FTG ET PE 0.8 602 20.2 0.0 54.6 0.0 0.000 TL 12.50 PV Pipe: 201 0.0 1.101 PL 2.00 PF 0.0 85 22.0 0.0 54.0 0.0 0.0 150 FTG T PE 0.3 603 21.3 0.0 54.3 0.0 0.000 TL 8.00 PV Pipe: 202 0.0 1.101 PL 7.00 PF 0.0 81 22.0 0.0 54.0 0.0 0.0 150 FTG ET PE 0.3 604 21.3 0.0 54.3 0.0 0.000 TL 15.50 PV NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2019) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.141 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 38.6 ft/sec at pipe 41. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 117.77 psi with a flow of 340.22 gpm. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45E11 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 17.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45E11 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 10.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 9.790 30.00 68.00 22.00 74.00 26.00 7.00 68.00 15.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45Ell 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.82 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 3.41 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.67 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 6.97 1 PAGE: 0 MATERIAL: Eddythread 40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.090 2.41 6.03 2.41 6.03 7.23 1.21 12.05 2.41 6.03 140.0 1A 112.0 G A 2A U G B 84.0 P R E S S 56.0 U R E p 28.0 S i -14.7 WATER SUPPLY ANALYSIS Static: 118.00 psi Resid: 95.40 psi Flow: 4025.0 gpm LEGEND 1 j Available pressure :17.79 psi @ 317.5 gpm 2 Required pressure 00.72 psi 8 317.5 gpm A j Avail. OnSite Demand Press. 117.79 psi @ 217.5 gpm A • Req. OnSite Demand Press. 100.72 psi @ 217.5 gpm Source Supply Curve System Demand Curve Available at Source 10015002000 2500 3000 3500 4000 4500 5000 FLOW (GPM) (1) On Site pressures are based on hose stream deduction at the source WATER SUPPLY CURVE 120+ \\ 110+ \\ I \\ I \\ I \\ box \\ \\ * <-95.4 psi @ 4025 gpm I Flow Test Point 90+ P 80+ R I E I S I S 70+ U I R I E I 60+ P I S I I 50+ 40+ 30+ 20+ LEGEND I H I X = Required Water Supply I 100.72 psi 8 317.5 gpm 10+ I 0 = Available Water Supply 117.79 psi 8 317.5 gpm 0++-+---+----+-----+ ------+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Alternative Fire Protection Services * Phone: (951) 245-7111 *Design, Fabrication, Installation, Service, and Inspections* 28701 Highway 74 Fax: (951) 245-7222 Lake Elsinore, CA 92532 www.alternativefire.com C-16 941639 HYDRAULIC CALCULATIONS FOR OAKMONT, CARLSBAD - MEMORY CARE 2560 FARADAY AVE CARLSBAD, CA 92008 DESIGN AREA-3 (PORTE COCHERE) FILE No: CARLSBAD AREA-3.SDF DATE: 01/11/21 - DESIGN DATA - NFPA EDITION USED: OCCUPANCY CLASSIFICATION: DESIGN DENSITY: MAXIMUM COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS FLOWING: END HEAD REQUIREMENT: SPRINKLER FLOW & PRESSURE REQUIRED AT BASE OF RISER: HOSE ALLOWANCE TOTAL FIRE FLOW REQUIRED: FIRE SPRINKLER K-FACTOR: FIRE SPRINKLER TEMPERATURE: FIRE SPRINKLER MANUFACTURER & MODEL: FIRE SPRINKLER SERIAL NUMBER (SIN): DESIGN / LAYOUT BY: AUTHORITY HAVING JURISDICTION (AHJ): 2016 NFPA 13 ORDINARY HAZARD GROUP I .15 / 1056 ft2 (Entire Area) 130 sq ft 13 19.5 gpm @ 12.1 psi @ NODE 308 278.3 gpm @ 95.4 psi @ NODE BOR2 250 gpm 528.3 gpm @ 112.8 psi @ NODE SRC 5.6K 155° TYCO TY-FRB TY3531 (PEND) ALTERNATIVE FIRE PROTECTION SERVICES CARLSBAD FIRE DEFT WATER FLOW AVAILABILITY DATA: STATIC: 132 psi (Reduced 10% to 118 psi) RESIDUAL: 106 psi (Reduced 10% to 95.4 psi) FLOW: 4025 gpm @ 106 psi e WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 118.0 95.4 4025.0 117.5 528.3 112.8 Available pressure is 4.7 psi (4%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 528.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 278.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 112.8 278.3 DIP -3.0 - - - - 112.8 - - - RPIN 3.0 - - - - 110.2 - - - RPOUT 3.0 - - - - 98.2 PVC -3.0 - - - - 100.7 - - - A -3.0 - - - - 100.7 - - - B -3.0 - - - - 100.7 - - - C -3.0 - - - - 100.6 - - - SWP -3.0 - - - - 99.5 - - - MAN 1.0 - - - - 97.2 - - - BOR2 4.0 - - - - 95.4 - - - TOR2 10.5 - - - - 84.3 - - - 1R 9.5 - - - - 83.0 - - - 2 9.5 - - - - 72.4 - - - 3 9.5 - - - - 72.1 - - - 6A 9.5 - - - - 71.0 - - - 6B 22.0 - - - - 61.7 - - - 6C 22.0 - - - - 60.4 - - - 7 9.5 - - - - 59.0 - - - 8 9.5 - - - - 59.0 - - - 9 9.5 - - - - 59.2 - - - bA 9.5 - - - - 59.2 - - - lOB 22.0 - - - - 53.9 - - - bC 22.0 - - - - 54.0 - - - 12 9.5 - - - - 36.0 - - - 13 9.5 - - - - 34.7 - - - 14 9.5 - - - - 36.8 - - - 15 9.5 - - - - 37.5 - - - 16 9.5 - - - - 40.0 - - - 17 9.5 - - - - 41.0 - - - 18A 9.5 - - - - 42.0 - - - 18B 22.0 - - - - 39.3 - - - 18C 22.0 - - - - 42.3 - - - 19 9.5 - - - - 36.3 - - - 20 9.5 - - - - 36.8 - - - 21 9.5 - - - - 36.8 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 22 9.5 - - - 37.0 - - - 23 9.5 - - - - 37.1 - - - 24 9.5 - - - - 36.8 - - - 25 9.5 - - - - 36.8 - - - 26 9.5 - - - - 36.8 - - - 27 9.5 - - - - 36.8 - - - 28 9.5 - - - - 36.9 - - - 29 9.5 - - - - 36.9 - - - 30 9.5 - - - - 37.0 - - - 31 9.5 - - - - 37.0 - - - 32 9.5 - - - - 37.0 - - - 33 9.5 - - - - 37.0 - - - 34 9.5 - - - - 37.0 - - - 35 9.5 - - - - 37.0 - - - P1 14.1 - - - - 22.3 - - - P2 14.1 - - - - 21.9 - - - P3 14.1 - - - - 20.1 - - - P4 14.1 - - - - 18.6 - - - P5 14.1 - - - - 17.8 - - - P6 14.1 - - - - 17.8 - - - P7 14.1 - - - - 17.8 - - - P8 14.1 - - - - 18.9 - - - P9 14.1 - - - 20.7 - - - P10 14.1 - - - - 21.4 - - - P11 14.1 - - - - 21.7 - - - P12 14.1 - - - - 20.6 - - - P13 14.1 - - - - 20.6 - - - P14 15.2 - - - - 13.9 - - - P15 15.2 - - - - 12.6 - - - P16 15.2 - - - - 12.5 - - - P17 15.2 - - - - 13.0 - - - P18 15.2 - - - - 13.9 - - - P19 15.2 - - - - 12.6 - - - P20 15.2 - - - - 12.5 - - - P21 15.2 - - - - 13.0 - - - 52 22.0 - - - - 59.7 - - - 53 22.0 - - - - 59.4 - - - 54 22.0 - - - - 57.2 - - - 55 22.0 - - - - 55.8 - - - 56 22.0 - - - - 54.4 - - - 57 22.0 - - - - 54.3 - - - 58 22.0 - - - - 54.1 - - - 59 22.0 - - - - 54.0 - - - 60 22.0 - - - - 53.9 - - - 60A 22.0 - - - - 52.3 - - - 60B 22.0 - - - - 51.7 - - - 60C 22.0 - - - - 50.0 - - - 61 22.0 - - - - 55.2 - - - 62 22.0 - - - - 54.5 - - - 62A 22.0 - - - - 54.5 - - - 63 22.0 - - - - 54.0 - - - 64 22.0 - - - - 53.9 - - - 65 22.0 - - - - 54.6 - - - 65A 22.0 - - - - 54.4 - - - 66 22.0 - - - - 54.8 - - - 67 22.0 - - - - 54.9 - - - S NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 68 22.0 - - - - 55.3 - - - 69 22.0 - - - - 55.6 - - - 69A 22.0 - - - - 55.3 - - - 70 22.0 - - - - 55.0 - - - 71 22.0 - - - - 55.2 - - - 72 22.0 - - - - 54.6 - - - 73 22.0 - - - - 54.7 - - - 74 22.0 - - - - 55.1 - - - 75 22.0 - - - - 55.2 - - - 76 22.0 - - - - 49.6 - - - 77 22.0 - - - - 44.9 - - - 78 22.0 - - - - 45.4 - - - 79 22.0 - - - - 49.6 - - - 79A 22.0 - - - - 49.8 - - - 80 22.0 - - - - 50.2 - - - 80A 22.0 - - - - 52.0 - - - 803 22.0 - - - - 52.0 - - - 80C 22.0 - - - - 51.8 - - - 80D 22.0 - - - - 51.8 - - - 81 22.0 - - - - 52.8 - - - 82 22.0 - - - - 52.4 - - - 83 22.0 - - - - 52.5 - - - 85 22.0 - - - - 52.7 - - - 87 22.0 - - - - 52.8 - - - 88 22.0 - - - - 52.6 - - - 89 22.0 - - - - 52.2 - - - 89A 22.0 - - - - 52.1 - - - 90 22.0 - - - - 52.1 - - - 91 22.0 - - - - 51.9 - - - 92 22.0 - - - - 51.9 - - - 93 22.0 - - - - 51.3 - - - 94 22.0 - - - - 51.0 - - - 95 22.0 - - - - 50.3 - - - 96 22.0 - - - - 51.3 - - - 97 22.0 - - - - 50.7 - - - 98 22.0 - - - - 50.3 - - - 99 22.0 - - - - 50.9 - - - 100 22.0 - - - - 50.8 - - - Xl 22.0 - - - - 50.6 - - - X2 22.0 - - - - 49.9 - - - X3 22.0 - - - - 44.6 - - - X4 22.0 - - - - 42.8 - - - X5 22.0 - - - - 50.8 - - - 201 9.0 - - - - 37.0 - - - 202 9.5 - - - - 36.8 - - - 203 9.0 - - - - 37.0 - - - 204 9.5 - - - - 36.8 - - - 205 9.0 - - - - 37.1 - - - 206 9.5 - - - - 36.9 - - - 207 9.5 - - - - 37.0 - - - 208 9.0 - - - - 37.2 - - - 209 9.5 - - - - 37.0 - - - 210 9.0 - - - - 37.2 - - - 211 9.5 - - - - 37.0 - - - 212 9.0 - - - - 37.2 - - - 301 13.7 K= 5.60 19.0 24.4 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 302 13.7 K= 5.60 17.6 23.5 303 13.7 K= 5.60 16.9 23.0 304 13.7 K= 5.60 17.9 23.7 305 13.7 K= 5.60 19.6 24.8 306 13.7 K= 5.60 13.5 20.5 307 13.7 K= 5.60 12.2 19.6 308 13.7 K= 5.60 12.1 19.5 309 13.7 K= 5.60 12.6 19.9 310 13.7 K= 5.60 13.5 20.5 311 13.7 K= 5.60 12.2 - 19.6 312 13.7 K= 5.60 12.1 19.5 313 13.7 K= 5.60 12.6 19.9 401 21.2 - - - - 55.6 - - - 402 21.2 - - - - 55.4 - - - 403 20.2 - - - - 55.4 - - - 404 20.2 - - - - 55.5 - - - 501 21.2 - - - - 51.7 - - - 502 21.2 - - - - 51.3 - - - 503 21.2 - - - - 51.6 - - - 504 21.2 - - - - 51.1 - - - 505 21.2 - - - - 51.2 - - - 506 21.2 - - - - 50.9 - - - 507 21.2 - - - - 51.1 - - - 508 21.2 - - - - 51.1 - - - 601 20.2 - - - - 53.1 - - - 602 20.2 - - - - 53.3 - - - 603 21.3 - - - - 53.0 - - - 604 21.3 - - - - 53.1 - - - q S PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 278.3 9.790 PL 15.00 PF 0.0 SRC -3.0 SRCE 112.8 (N/A) 1.2 150 FTG TLG PE 0.0 DIP -3.0 0.0 112.8 0.0 0.000 TL 112.00 PV Pipe: 2 278.3 10.400 PL 6.00 PF 0.0 DIP -3.0 0.0 112.8 0.0 1.1 140 FTG L PE -2.6 RPIN 3.0 0.0 110.2 0.0 0.000 TL 32.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 110.2 0.0 12.0 psi, 278.3 gpm RPOUT 3.0 0.0 98.2 0.0 Pipe: 4 278.3 10.400 PL 6.00 PF 0.0 RPOUT 3.0 0.0 98.2 0.0 1.1 140 FTG E PE 2.6 PVC -3.0 0.0 100.7 0.0 0.000 TL 41.00 PV Pipe: 5 278.3 9.790 PL 60.00 PF 0.0 PVC -3.0 0.0 100.7 0.0 1.2 150 FTG L PE 0.0 A -3.0 0.0 100.7 0.0 0.000 TL 82.00 PV Pipe: 7 278.3 9.790 PL 167.00 PF 0.1 A -3.0 0.0 100.7 0.0 1.2 150 FTG T2F PE 0.0 B -3.0 0.0 100.7 0.0 0.000 TL 265.00 PV Pipe: 8 278.3 7.980 PL 43.00 PF 0.1 B -3.0 0.0 100.7 0.0 1.8 150 FTG TF PE 0.0 C -3.0 0.0 100.6 0.0 0.001 TL 109.50 PV Pipe: 9 278.3 4.240 PL 41.00 PF 1.1 C -3.0 0.0 100.6 0.0 6.3 150 FTG TF PE 0.0 SWP -3.0 0.0 99.5 0.0 0.012 TL 90.00 PV Pipe: 10 278.3 4.310 PL 14.00 PF 0.5 SWP -3.0 0.0 99.5 0.0 6.1 120 FTG 2L PE -1.7 MAN 1.0 0.0 97.2 0.0 0.017 TL 30.72 PV Pipe: 11 278.3 4.310 PL 3.00 PF 0.5 MAN 1.0 0.0 97.2 0.0 6.1 120 FTG T PE -1.3 BOR2 4.0 0.0 95.4 0.0 0.017 TL 30.87 PV Pipe: 12 278.3 2.703 PL 7.00 PF 8.3 BOR2 4.0 0.0 95.4 0.0 15.6 120 FTG ECB PE -2.8 TOR2 10.5 0.0 84.3 0.0 0.169 TL 48.97 PV Pipe: 13 278.3 2.703 PL 4.00 PF 1.7 TOR2 10.5 0.0 84.3 0.0 15.6 120 FTG L PE 0.4 1R 9.5 0.0 83.0 0.0 0.169 TL 10.22 PV Pipe: 16 278.3 2.703 FL 38.00 PF 10.6 1R 9.5 0.0 83.0 0.0 15.6 120 FTG TL FE 0.0 2 9.5 0.0 72.4 0.0 0.169 TL 62.87 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 17 102.3 2.703 PL 9.00 PF 3.2 2 9.5 0.0 72.4 0.0 5.7 120 FTG ---- PE 0.0 3 9.5 0.0 72.1 0.0 0.027 TL 9.00 PV Pipe: 19 102.3 2.003 PL 3.00 PF 1.1 3 9.5 0.0 72.1 0.0 10.4 150 FTG T PE 3.0 6A 9.5 0.0 71.0 0.0 0.076 TL 15.00 PV Pipe: 20 175.9 2.003 PL 41.00 PF 13.4 2 9.5 0.0 72.4 0.0 17.9 150 FTG T3R PE 3.0 7 9.5 0.0 59.0 0.0 0.206 TL 65.00 PV Pipe: 21 -16.9 2.003 PL 6.00 PF 0.0 7 9.5 0.0 59.0 0.0 1.7 150 FTG T PE 0.0 8 9.5 0.0 59.0 0.0 0.003 TL 18.00 PV Pipe: 22 -16.9 2.003 PL 32.00 PF 0.1 8 9.5 0.0 59.0 0.0 1.7 150 FTG E3R PE 0.0 9 9.5 0.0 59.2 0.0 0.003 TL 49.70 PV Pipe: 24 -16.9 2.003 PL 4.00 PF 3.1 9 9.5 0.0 59.2 0.0 1.7 150 FTG ET PE 3.0 bA 9.5 0.0 59.2 0.0 0.003 TL 21.70 PV Pipe: 26 192.9 2.003 PL 66.00 PF 23.0 7 9.5 0.0 59.0 0.0 19.6 150 FTG T4R PE 3.0 12 9.5 0.0 36.0 0.0 0.244 TL 94.00 PV Pipe: 27 73.1 2.003 PL 24.00 PF 1.3 12 9.5 0.0 36.0 0.0 7.4 150 FTG 2R PE 0.0 13 9.5 0.0 34.7 0.0 0.041 TL 32.00 PV Pipe: 28 -63.4 2.003 PL 49.00 PF 2.0 13 9.5 0.0 34.7 0.0 6.5 150 FTG 4R PE 0.0 14 9.5 0.0 36.8 0.0 0.031 TL 65.00 PV Pipe: 29 -63.4 2.003 PL 12.00 PF 0.7 14 9.5 0.0 36.8 0.0 6.5 150 FTG T PE 0.0 15 9.5 0.0 37.5 0.0 0.031 TL 24.00 PV Pipe: 30 -85.4 2.003 PL 27.00 PF 2.5 15 9.5 0.0 37.5 0.0 8.7 150 FTG T2R PE 0.0 16 9.5 0.0 40.0 0.0 0.054 TL 47.00 PV Pipe: 31 -35.4 2.003 PL 5.00 PF 0.9 16 9.5 0.0 40.0 0.0 8.7 150 FTG T PE 0.0 17 9.5 0.0 41.0 0.0 0.054 TL 17.00 PV Pipe: 32 -85.4 2.003 PL 7.00 PF 1.0 17 9.5 0.0 41.0 0.0 8.7 150 FTG T PE 0.0 18A 9.5 0.0 42.0 0.0 0.054 TL 19.00 PV Pipe: 34 -22.0 1.598 PL 12.00 PF 0.3 12 9.5 0.0 36.0 0.0 3.5 150 FTG TR PE 0.0 19 9.5 0.0 36.3 0.0 0.013 TL 23.10 PV t PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 35 -22.0 1.598 PL 23.00 PF 0.5 19 9.5 0.0 36.3 0.0 3.5 150 FTG TR PE 0.0 20 9.5 0.0 36.8 0.0 0.013 TL 34.10 PV Pipe: 36 -19.0 1.598 FL 6.00 PF 0.1 20 9.5 0.0 36.8 0.0 3.0 150 FTG ---- FE 0.0 21 9.5 0.0 36.8 0.0 0.010 TL 6.00 PV Pipe: 37 -19.0 1.598 PL 15.00 PF 0.2 21 9.5 0.0 36.8 0.0 3.0 150 FTG ---- FE 0.0 22 9.5 0.0 37.0 0.0 0.010 TL 15.00 PV Pipe: 38 -19.0 1.598 PL 6.00 PF 0.1 22 9.5 0.0 37.0 0.0 3.0 150 FTG ---- PE 0.0 23 9.5 0.0 37.1 0.0 0.010 TL 6.00 PV Pipe: 39 -22.0 1.598 FL 23.00 PF 0.5 23 9.5 0.0 37.1 0.0 3.5 150 FTG TR FE 0.0 15 9.5 0.0 37.5 0.0 0.013 TL 34.10 PV Pipe: 41 -3.0 1.101 FL 3.00 PF 0.0 20 9.5 0.0 36.8 0.0 1.0 150 FTG T FE 0.0 24 9.5 0.0 36.8 0.0 0.002 TL 9.00 FV Pipe: 42 -3.0 1.101 FL 1.00 PF 0.0 24 9.5 0.0 36.8 0.0 1.0 150 FTG ---- PE 0.0 25 9.5 0.0 36.8 0.0 0.002 TL 1.00 FV Pipe: 42A -3.0 1.101 FL 12.00 PF 0.0 25 9.5 0.0 36.8 0.0 1.0 150 FTG ---- PE 0.0 26 9.5 0.0 36.8 0.0 0.002 TL 12.00 PV Pipe: 43 -3.0 1.101 PL 1.00 FE' 0.0 26 9.5 0.0 36.8 0.0 1.0 150 FTG ---- PE 0.0 27 9.5 0.0 36.8 0.0 0.002 TL 1.00 FV Pipe: 44 -3.0 1.101 PL 12.00 PF 0.0 27 9.5 0.0 36.8 0.0 1.0 150 FTG ---- PH 0.0 28 9.5 0.0 36.9 0.0 0.002 TL 12.00 PV Pipe: 45 -3.0 1.101 FL 1.00 PF 0.0 28 9.5 0.0 36.9 0.0 1.0 150 FTG ---- FE 0.0 29 9.5 0.0 36.9 0.0 0.002 TL 1.00 PV Pipe: 46 -3.0 1.101 FL 40.00 PF 0.1 29 9.5 0.0 36.9 0.0 1.0 150 FTG 6E2R PE 0.0 30 9.5 0.0 37.0 0.0 0.002 TL 58.40 PV Pipe: 47 -3.0 1.101 FL 1.00 PF 0.0 30 9.5 0.0 37.0 0.0 1.0 150FTG ---- PE 0.0 31 9.5 0.0 37.0 0.0 0.002 TL 1.00 PV Pipe: 48 -3.0 1.101 FL 12.00 PF 0.0 31 9.5 0.0 37.0 0.0 1.0 150 FTG ---- PE 0.0 32 9.5 0.0 37.0 0.0 0.002 TL 12.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 49 -3.0 1.101 PL 1.00 PF 0.0 32 9.5 0.0 37.0 0.0 1.0 150 FTG ---- PE 0.0 33 9.5 0.0 37.0 0.0 0.002 TL 1.00 PV Pipe: 50 -3.0 1.101 PL 12.00 PF 0.0 33 9.5 0.0 37.0 0.0 1.0 150 FTG ---- PE 0.0 34 9.5 0.0 37.0 0.0 0.002 TL 12.00 PV Pipe: 51 -3.0 1.101 PL 1.00 PF 0.0 34 9.5 0.0 37.0 0.0 1.0 150 FTG ---- PE 0.0 35 9.5 0.0 37.0 0.0 0.002 TL 1.00 PV Pipe: 52 -3.0 1.101 PL 3.00 PF 0.0 35 9.5 0.0 37.0 0.0 1.0 150 FTG T PE 0.0 23 9.5 0.0 37.1 0.0 0.002 TL 9.00 PV Pipe: 53 0.0 1.101 PL 2.00 PF 0.0 24 9.5 0.0 36.8 0.0 0.0 150 FTG ET PE 0.2 201 9.0 0.0 37.0 0.0 0.000 TL 10.50 PV Pipe: 54 0.0 1.101 PL 3.00 PF 0.0 25 9.5 0.0 36.8 0.0 0.0 150 FTG T PE 0.0 202 9.5 0.0 36.8 0.0 0.000 TL 9.00 PV Pipe: 55 0.0 1.101 PL 2.00 PF 0.0 26 9.5 0.0 36.8 0.0 0.0 150 FTG ET PE 0.2 203 9.0 0.0 37.0 0.0 0.000 TL 10.50 PV Pipe: 56 0.0 1.101 PL 3.00 PF 0.0 27 9.5 0.0 36.8 0.0 0.0 150 FTG T PE 0.0 204 9.5 0.0 36.8 0.0 0.000 TL 9.00 PV Pipe: 57 0.0 1.101 PL 2.00 PF 0.0 28 9.5 0.0 36.9 0.0 0.0 150 FTG ET PE 0.2 205 9.0 0.0 37.1 0.0 0.000 TL 10.50 PV Pipe: 58 0.0 1.101 PL 3.00 PF 0.0 29 9.5 0.0 36.9 0.0 0.0 150 FTG T PE 0.0 206 9.5 0.0 36.9 0.0 0.000 TL 9.00 PV Pipe: 59 0.0 1.101 PL 3.00 PF 0.0 30 9.5 0.0 37.0 0.0 0.0 150 FTG T PE 0.0 207 9.5 0.0 37.0 0.0 0.000 TL 9.00 PV Pipe: 60 0.0 1.101 PL 2.00 PF 0.0 31 9.5 0.0 37.0 0.0 0.0 150 FTG ET PE 0.2 208 9.0 0.0 37.2 0.0 0.000 TL 10.50 PV Pipe: 61 0.0 1.101 PL 3.00 PF 0.0 32 9.5 0.0 37.0 0.0 0.0 150 FTG T PE 0.0 209 9.5 0.0 37.0 0.0 0.000 TL 9.00 PV Pipe: 62 0.0 1.101 PL 2.00 PF 0.0 33 9.5 0.0 37.0 0.0 0.0 150 FTG ET PE 0.2 210 9.0 0.0 37.2 0.0 0.000 TL 10.50 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 63 0.0 1.101 PL 3.00 PF 0.0 31 9.5 0.0 37.0 0.0 0.0 150 FTG T PE 0.0 211 9.5 0.0 37.0 0.0 0.000 TL 9.00 PV Pipe: 64 0.0 1.101 PL 2.00 PF 0.0 35 9.5 0.0 37.0 0.0 0.0 150 FTG ET PE 0.2 212 9.0 0.0 37.2 0.0 0.000 TL 10.50 PV Pipe: 65 141.7 2.003 PL 36.00 PF 11.8 12 9.5 0.0 36.0 0.0 14.4 150 FTG 3ET5R PE -2.0 P1 14.1 0.0 22.3 0.0 0.138 TL 85.10 PV Pipe: 66 141.7 2.203 PL 3.00 PF 0.4 P1 14.1 0.0 22.3 0.0 11.9 120 FTG ---- PE 0.0 P2 14.1 0.0 21.9 0.0 0.131 TL 3.00 PV Pipe: 67 89.3 1.728 PL 10.00 PF 1.8 P2 14.1 0.0 21.9 0.0 12.2 120 FTG ---- PE 0.0 P3 14.1 0.0 20.1 0.0 0.182 TL 10.00 PV Pipe: 68 64.9 1.728 PL 15.00 PF 1.5 P3 14.1 0.0 20.1 0.0 8.9 120 FTG ---- PE 0.0 P4 14.1 0.0 18.6 0.0 0.101 TL 15.00 PV Pipe: 69 41.4 1.728 PL 14.00 PF 0.7 P4 14.1 0.0 18.6 0.0 5.7 120 FTG L PE 0.0 P5 14.1 0.0 17.8 0.0 0.044 TL 16.82 PV Pipe: 70 7.8 1.728 PL 7.00 PF 0.0 P5 14.1 0.0 17.8 0.0 1.1 120 FTG ---- PE 0.0 P6 14.1 0.0 17.8 0.0 0.002 TL 7.00 PV Pipe: 72 -15.2 1.728 PL 7.00 PF 0.0 P6 14.1 0.0 17.8 0.0 2.1 120 FTG ---- PE 0.0 27 14.1 0.0 17.8 0.0 0.007 TL 7.00 PV Pipe: 73 -48.9 1.728 PL 14.00 PP 1.0 P7 14.1 0.0 17.8 0.0 6.7 120 FTG L PE 0.0 P8 14.1 0.0 18.9 0.0 0.060 TL 16.82 PV Pipe: 74 -72.5 1.728 PL 15.00 PF 1.9 P8 14.1 0.0 18.9 0.0 9.9 120 FTG ---- PE 0.0 P9 14.1 0.0 20.7 0.0 0.124 TL 15.00 PV Pipe: 75 -97.3 1.728 PL 3.00 PF 0.6 P9 14.1 0.0 20.7 0.0 13.3 120 FTG ---- PE 0.0 P10 14.1 0.0 21.4 0.0 0.214 TL 3.00 PV Pipe: 76 -136.6 2.203 PL 3.00 PF 0.4 P10 14.1 0.0 21.4 0.0 11.5 120 FTG ---- PE 0.0 P11 14.1 0.0 21.7 0.0 0.123 TL 3.00 PV Pipe: 76A -136.6 2.003 PL 34.00 PF 11.0 P11 14.1 0.0 21.7 0.0 13.9 150 FTG 2ET7R PE 2.0 13 9.5 0.0 34.7 0.0 0.129 TL 85.40 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 77 39.2 1.728 PL 7.00 PF 0.7 P10 14.1 0.0 21.4 0.0 5.4 120 FTG T PE 0.0 P12 14.1 0.0 20.6 0.0 0.040 TL 18.29 PV Pipe: 78 -6.5 1.728 PL 14.00 PF 0.0 P12 14.1 0.0 20.6 0.0 0.9 120 FTG ---- PE 0.0 P13 14.1 0.0 20.6 0.0 0.001 TL 14.00 PV Pipe: 78A -52.4 1.728 PL 7.00 PF 1.2 P13 14.1 0.0 20.6 0.0 7.2 120 FTG T PE 0.0 P2 14.1 0.0 21.9 0.0 0.068 TL 18.29 PV Pipe: 79 45.9 1.090 PL 4.00 PF 6.2 P13 14.1 0.0 20.6 0.0 15.8 120 FTG ET PE -0.5 P14 15.2 0.0 13.9 0.0 0.501 TL 12.44 PV Pipe: 80 25.3 1.090 PL 8.00 PF 1.3 P14 15.2 0.0 13.9 0.0 8.7 120 FTG ---- PE 0.0 P15 15.2 0.0 12.6 0.0 0.167 TL 8.00 PV Pipe: 81 5.8 1.090 PL 9.00 PF 0.1 P15 15.2 0.0 12.6 0.0 2.0 120 FTG ---- PE 0.0 P16 15.2 0.0 12.5 0.0 0.011 TL 9.00 PV Pipe: 82 -13.7 1.090 PL 9.00 PF 0.5 P16 15.2 0.0 12.5 0.0 4.7 120 FTG ---- PE 0.0 P17 15.2 0.0 13.0 0.0 0.054 TL 9.00 PV Pipe: 83 -33.6 1.090 PL 7.00 PF 4.4 P17 15.2 0.0 13.0 0.0 11.6 120 FTG ET PE 0.5 P5 14.1 0.0 17.8 0.0 0.282 TL 15.44 PV Pipe: 84 45.8 1.090 PL 4.00 PF 6.2 P12 14.1 0.0 20.6 0.0 15.7 120 FTG ET PE -0.5 P18 15.2 0.0 13.9 0.0 0.500 TL 12.44 PV Pipe: 85 25.3 1.090 PL 8.00 PF 1.3 P18 15.2 0.0 13.9 0.0 8.7 120 FTG ---- PE 0.0 P19 15.2 0.0 12.6 0.0 0.166 TL 8.00 PV Pipe: 86 5.7 1.090 PL 9.00 PF 0.1 P19 15.2 0.0 12.6 0.0 2.0 120 FTG ---- FE 0.0 P20 15.2 0.0 12.5 0.0 0.011 TL 9.00 PV Pipe: 87 -13.8 1.090 PL 9.00 PF 0.5 P20 15.2 0.0 12.5 0.0 4.8 120 FTG ---- PE 0.0 P21 15.2 0.0 13.0 0.0 0.054 TL 9.00 PV Pipe: 88 -33.7 1.090 PL 7.00 PF 4.4 P21 15.2 0.0 13.0 0.0 11.6 120 FTG ET PE 0.5 P7 14.1 0.0 17.8 0.0 0.283 TL 15.44 PV Pipe: 89 24.4 1.090 PL 2.00 PF 1.3 P3 14.1 0.0 20.1 0.0 8.4 120 FTG T PE 0.2 301 13.7 5.6 19.0 24.4 0.156 TL 8.03 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 90 23.5 1.090 PL 2.00 PF 1.2 P4 14.1 0.0 18.6 0.0 8.1 120 FTG T PE 0.2 302 13.7 5.6 17.6 23.5 0.145 TL 8.03 PV Pipe: 91 23.0 1.090 FL 2.00 PF 1.1 P6 14.1 0.0 17.8 0.0 7.9 120 FTG T PE 0.2 303 13.7 5.6 16.9 23.0 0.140 TL 8.03 PV Pipe: 92 23.7 1.090 PL 2.00 PF 1.2 P8 14.1 0.0 18.9 0.0 8.1 120 FTG T FE 0.2 304 13.7 5.6 17.9 23.7 0.147 TL 8.03 PV Pipe: 93 24.8 1.090 PL 2.00 PF 1.3 P9 14.1 0.0 20.7 0.0 8.5 120 FTG T PE 0.2 305 13.7 5.6 19.6 24.8 0.161 TL 8.03 PV Pipe: 93A 20.5 1.090 PL 4.00 PF 1.1 P14 15.2 0.0 13.9 0.0 7.1 120 FTG T PE 0.7 306 13.7 5.6 13.5 20.5 0.113 TL 10.03 PV Pipe: 93B 19.6 1.090 FL 4.00 PF 1.0 P15 15.2 0.0 12.6 0.0 6.7 120 FTG T PE 0.7 307 13.7 5.6 12.2 19.6 0.104 TL 10.03 PV Pipe: 93C 19.5 1.090 FL 4.00 PF 1.0 P16 15.2 0.0 12.5 0.0 6.7 120 FTG T PE 0.7 308 13.7 5.6 12.1 19.5 0.103 TL 10.03 PV Pipe: 93D 19.9 1.090 FL 4.00 PF 1.1 P17 15.2 0.0 13.0 0.0 6.8 120 FTG T FE 0.7 309 13.7 5.6 12.6 19.9 0.107 TL 10.03 PV Pipe: 93E 20.5 1.090 FL 4.00 PF 1.1 P18 15.2 0.0 13.9 0.0 7.1 120 FTG T FE 0.7 310 13.7 5.6 13.5 20.5 0.113 TL 10.03 PV Pipe: 93F 19.6 1.090 PL 4.00 PF 1.0 P19 15.2 0.0 12.6 0.0 6.7 120 FTG T PE 0.7 311 13.7 5.6 12.2 19.6 0.104 TL 10.03 PV Pipe: 93G 19.5 1.090 FL 4.00 PF 1.0 P20 15.2 0.0 12.5 0.0 6.7 120 FTG T FE 0.7 312 13.7 5.6 12.1 19.5 0.103 TL 10.03 PV Pipe: 93H 19.9 1.090 FL 4.00 PF 1.1 P21 15.2 0.0 13.0 0.0 6.8 120 FTG T FE 0.7 313 13.7 5.6 12.6 19.9 0.107 TL 10.03 PV Pipe: 94 102.3 1.598 FL 13.00 PF 3.9 6A 9.5 0.0 71.0 0.0 16.4 150 FTG E PE -5.4 6B 22.0 0.0 61.7 0.0 0.227 TL 17.00 PV Pipe: 95 -16.9 1.598 FL 13.00 PF 0.1 bA 9.5 0.0 59.2 0.0 2.7 150 FTG E FE -5.4 lOB 22.0 0.0 53.9 0.0 0.008 TL 17.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 96 -85.4 1.598 PL 13.00 PF 2.8 18A 9.5 0.0 42.0 0.0 13.7 150 FTG E PE -5.4 18B 22.0 0.0 39.3 0.0 0.163 TL 17.00 PV Pipe: 96A 102.3 1.598 PL 2.00 PF 1.4 6B 22.0 0.0 61.7 0.0 16.4 150 FTG E PE 0.0 6C 22.0 0.0 60.4 0.0 0.227 TL 6.00 PV Pipe: 97 36.6 1.394 PL 2.00 PF 0.6 6C 22.0 0.0 60.4 0.0 7.7 150 FTG T PE 0.0 52 22.0 0.0 59.7 0.0 0.066 TL 9.30 PV Pipe: 98 18.2 1.394 PL 16.00 PF 0.3 52 22.0 0.0 59.7 0.0 3.8 150 FTG R PE 0.0 53 22.0 0.0 59.4 0.0 0.018 TL 18.30 PV Pipe: 99 65.7 1.394 PL 9.00 PF 3.2 6C 22.0 0.0 60.4 0.0 13.8 150 FTG T PE 0.0 54 22.0 0.0 57.2 0.0 0.195 TL 16.30 PV Pipe: 100 31.2 1.394 PL 24.00 PF 1.4 54 22.0 0.0 57.2 0.0 6.6 150 FTG 2R PE 0.0 55 22.0 0.0 55.8 0.0 0.049 TL 28.60 PV Pipe: 101 31.2 1.394 PL 16.00 PF 1.4 55 22.0 0.0 55.8 0.0 6.6 150 FTG T2R PE 0.0 56 22.0 0.0 54.4 0.0 0.049 TL 27.90 PV Pipe: 102 18.8 1.394 PL 5.00 PF 0.1 56 22.0 0.0 54.4 0.0 4.0 150 FTG ---- PE 0.0 57 22.0 0.0 54.3 0.0 0.019 TL 5.00 PV Pipe: 103 29.5 1.394 PL 5.00 PF 0.2 57 22.0 0.0 54.3 0.0 6.2 150 FTG ---- PE 0.0 58 22.0 0.0 54.1 0.0 0.044 TL 5.00 PV Pipe: 104 18.1 1.394 PL 5.00 PF 0.1 58 22.0 0.0 54.1 0.0 3.8 150 FTG ---- PE 0.0 59 22.0 0.0 54.0 0.0 0.018 TL 5.00 PV Pipe: 105 7.7 1.394 PL 11.00 PF 0.1 59 22.0 0.0 54.0 0.0 1.6 150 FTG T PE 0.0 60 22.0 0.0 53.9 0.0 0.004 TL 18.30 PV Pipe: 106 34.5 1.394 PL 21.00 PF 1.9 54 22.0 0.0 57.2 0.0 7.3 150 FTG T2R PE 0.0 61 22.0 0.0 55.2 0.0 0.059 TL 32.90 PV Pipe: 107 10.7 1.101 PL 24.00 PF 0.9 61 22.0 0.0 55.2 0.0 3.6 150 FTG 2T4R PE 0.0 57 22.0 0.0 54.3 0.0 0.021 TL 42.80 PV Pipe: 108 23.8 1.394 PL 21.00 PF 0.7 61 22.0 0.0 55.2 0.0 5.0 150 FTG R PE 0.0 62 22.0 0.0 54.5 0.0 0.030 TL 23.30 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) RW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 109 5.7 1.394 PL 6.00 PF 0.0 62 22.0 0.0 54.5 0.0 1.2 150 FTG TR PE 0.0 62A 22.0 0.0 54.5 0.0 0.002 TL 15.60 PV Pipe: 110 21.3 1.394 PL 15.00 PF 0.5 62A 22.0 0.0 54.5 0.0 4.5 150 FTG T PE 0.0 63 22.0 0.0 54.0 0.0 0.024 TL 22.30 PV Pipe: 111 11.1 1.394 PL 5.00 PF 0.0 63 22.0 0.0 54.0 0.0 2.3 150 FTG ---- PE 0.0 64 22.0 0.0 53.9 0.0 0.007 TL 5.00 PV Pipe: 112 -4.1 1.394 PL 14.00 PF 0.0 64 22.0 0.0 53.9 0.0 0.9 150 FTG R PE 0.0 bC 22.0 0.0 54.0 0.0 0.001 TL 16.30 PV Pipe: 113 3.8 1.598 PL 3.00 PF 0.0 1OC 22.0 0.0 54.0 0.0 0.6 150 FTG ET PE 0.0 lOB 22.0 0.0 53.9 0.0 0.001 TL 15.40 PV Pipe: 114 18.1 1.394 PL 24.00 PF 0.6 62 22.0 0.0 54.5 0.0 3.8 150 FTG TR PE 0.0 60 22.0 0.0 53.9 0.0 0.018 TL 33.60 PV Pipe: 115 25.9 1.394 PL 43.00 PF 1.7 60 22.0 0.0 53.9 0.0 5.4 150 FTG 2R PE 0.0 60A 22.0 0.0 52.3 0.0 0.035 TL 47.60 PV Pipe: 116 6.3 1.101 PL 12.00 PF 0.2 60A 22.0 0.0 52.3 0.0 2.1 150 FTG TR PE 0.0 89A 22.0 0.0 52.1 0.0 0.008 TL 19.70 PV Pipe: 117 19.6 1.394 PL 26.00 PF 0.6 60A 22.0 0.0 52.3 0.0 4.1 150 FTG 2R PE 0.0 60B 22.0 0.0 51.7 0.0 0.021 TL 30.60 PV Pipe: 118 -6.9 1.101 PL 9.00 PF 0.1 60B 22.0 0.0 51.7 0.0 2.3 150 FTG T PE 0.0 80D 22.0 0.0 51.8 0.0 0.009 TL 15.00 PV Pipe: 119 26.4 1.394 PL 42.00 PF 1.7 60E 22.0 0.0 51.7 0.0 5.6 150 FTG 2R PE 0.0 60C 22.0 0.0 50.0 0.0 0.036 TL 46.60 PV Pipe: 120 -9.7 1.101 PL 12.00 PF 0.3 60C 22.0 0.0 50.0 0.0 3.3 150 FTG T PE 0.0 95 22.0 0.0 50.3 0.0 0.018 TL 18.00 PV Pipe: 121 36.2 1.394 PL 5.00 PF 0.3 60C 22.0 0.0 50.0 0.0 7.6 150 FTG ---- PE 0.0 76 22.0 0.0 49.6 0.0 0.064 TL 5.00 PV Pipe: 122 -5.7 1.101 PL 11.00 PF 0.1 76 22.0 0.0 49.6 0.0 1.9 150 FTG T PE 0.0 79A 22.0 0.0 49.8 0.0 0.007 TL 17.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI Pipe: 123 41.9 1.394 PL 40.00 PF 4.7 76 22.0 0.0 49.6 0.0 8.8 150 FTG 7R PE 0.0 77 22.0 0.0 44.9 0.0 0.085 TL 56.10 PV Pipe: 124 -10.8 1.101 PL 13.00 PF 3.5 77 22.0 0.0 44.9 0.0 3.6 150 FTG T2R PE 3.0 78 22.0 0.0 45.4 0.0 0.022 TL 22.40 PV Pipe: 125 63.5 1.394 PL 7.00 PF 2.6 77 22.0 0.0 44.9 0.0 13.3 150 FTG T PE 3.0 18C 22.0 0.0 42.3 0.0 0.183 TL 14.30 PV Pipe: 126 85.4 1.598 PL 7.00 PF 2.9 18C 22.0 0.0 42.3 0.0 13.7 150 FTG TR PE 0.0 18B 22.0 0.0 39.3 0.0 0.163 TL 18.10 PV Pipe: 127 -13.1 1.101 PL 9.00 PF 0.5 lOB 22.0 0.0 53.9 0.0 4.4 150 FTG T PE 0.0 65A 22.0 0.0 54.4 0.0 0.031 TL 15.00 PV Pipe: 128 -7.9 1.101 PL 37.00 PF 3.6 1OC 22.0 0.0 54.0 0.0 2.7 150 FTG ET4R PE 3.0 65 22.0 0.0 54.6 0.0 0.012 TL 52.30 PV Pipe: 129 -12.3 1.101 PL 6.00 PF 3.2 65 22.0 0.0 54.6 0.0 4.2 150 FTG ---- PE 3.0 66 22.0 0.0 54.8 0.0 0.028 TL 6.00 PV Pipe: 130 -6.9 1.101 PL 11.00 PF ).1 66 22.0 0.0 54.8 0.0 2.3 150 FTG 2R PE 0.0 67 22.0 0.0 54.9 0.0 0.010 TL 14.40 PV Pipe: 131 -6.9 1.101 PL 34.00 PF 0.4 67 22.0 0.0 54.9 0.0 2.3 150 FTG E2R PE 3.0 68 22.0 0.0 55.3 0.0 0.010 TL 39.90 PV Pipe: 132 -6.9 1.101 PL 31.00 PF 3.3 68 22.0 0.0 55.3 0.0 2.3 150 FTG R PE 3.0 69 22.0 0.0 55.6 0.0 0.010 TL 32.70 PV Pipe: 133 11.5 1.101 PL 6.00 PF 3.2 69 22.0 0.0 55.6 0.0 3.9 150 FTG ER PE 3.0 69A 22.0 0.0 55.3 0.0 0.024 TL 10.20 PV Pipe: 134 11.5 1.101 PL 5.00 PF 0.1 69A 22.0 0.0 55.3 0.0 3.9 150 FTG ---- PE 0.0 71 22.0 0.0 55.2 0.0 0.024 TL 5.00 PV Pipe: 135 -5.4 1.101 PL 37.00 PF 0.3 66 22.0 0.0 54.8 0.0 1.8 150 FTG T2R PE 0.0 70 22.0 0.0 55.0 0.0 0.006 TL 46.40 PV Pipe: 136 -5.4 1.101 PL 28.00 PF 0.2 70 22.0 0.0 55.0 0.0 1.8 150 FTG 2R PE 0.0 71 22.0 0.0 55.2 0.0 0.006 TL 31.40 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) RW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 137 6.1 1.101 FL 5.00 PF 0.1 71 22.0 0.0 55.2 0.0 2.0 150 FTG T FE 0.0 74 22.0 0.0 55.1 0.0 0.008 TL 11.00 PV Pipe: 138 4.4 1.101 PL 27.00 PF 0.2 65 22.0 0.0 54.6 0.0 1.5 150 FTG T5R PE 0.0 65A 22.0 0.0 54.4 0.0 0.004 TL 41.50 PV Pipe: 139 -8.7 1.101 FL 7.00 PF 0.2 65A 22.0 0.0 54.4 0.0 2.9 150 FTG T FE 0.0 72 22.0 0.0 54.6 0.0 0.014 TL 13.00 PV Pipe: 140 -8.7 1.101 FL 8.00 PF 0.1 72 22.0 0.0 54.6 0.0 2.9 150 FTG ---- FE 0.0 73 22.0 0.0 54.7 0.0 0.014 TL 8.00 PV Pipe: 141 -8.7 1.101 PL 24.00 PF 0.4 73 22.0 0.0 54.7 0.0 2.9 150 FTG 3R FE 0.0 74 22.0 0.0 55.1 0.0 0.014 TL 29.10 PV Pipe: 142 -2.6 1.101 FL 6.00 PF 0.0 74 22.0 0.0 55.1 0.0 0.9 150 FTG T FE 0.0 75 22.0 0.0 55.2 0.0 0.002 TL 12.00 PV Pipe: 143 -18.4 1.101 FL 56.00 PF 4.2 69 22.0 0.0 55.6 0.0 6.2 150 FTG 2T2R FE 0.0 52 22.0 0.0 59.7 0.0 0.058 TL 71.40 PV Pipe: 144 -18.2 1.101 PL 56.00 PF 4.3 75 22.0 0.0 55.2 0.0 6.1 150 FTG ET6R PE 0.0 53 22.0 0.0 59.4 0.0 0.057 TL 74.70 PV Pipe: 145 15.6 1.101 FL 10.00 PF 0.6 75 22.0 0.0 55.2 0.0 5.3 150 FTG 2E FE 0.0 62A 22.0 0.0 54.5 0.0 0.043 TL 15.00 PV Pipe: 146 0.0 1.101 FL 3.00 PF 0.0 68 22.0 0.0 55.3 0.0 0.0 150 FTG ET FE 0.3 401 21.2 0.0 55.6 0.0 0.000 TL 11.50 PV Pipe: 147 0.0 1.101 FL 2.00 PF 0.0 70 22.0 0.0 55.0 0.0 0.0 150 FTG T FE 0.3 402 21.2 0.0 55.4 0.0 0.000 TL 8.00 PV Pipe: 148 0.0 1.101 FL 3.00 PF 0.0 72 22.0 0.0 54.6 0.0 0.0 150 FTG T PE 0.8 403 20.2 0.0 55.4 0.0 0.000 TL 9.00 PV Pipe: 149 0.0 1.101 FL 3.00 PE 0.0 73 22.0 0.0 54.7 0.0 0.0 150 FTG T PE 0.8 404 20.2 0.0 55.5 0.0 0.000 TL 9.00 PV Pipe: 150 10.1 1.101 FL 71.00 PF 1.8 63 22.0 0.0 54.0 0.0 3.4 150 FTG T9R FE 0.0 89 22.0 0.0 52.2 0.0 0.019 TL 92.30 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 151 15.2 1.101 PL 20.00 FE' 1.1 64 22.0 0.0 53.9 0.0 5.1 150 FTG TR FE 0.0 87 22.0 0.0 52.8 0.0 0.041 TL 27.70 PV Pipe: 152 7.6 1.101 PL 52.00 FE' 0.7 87 22.0 0.0 52.8 0.0 2.6 150 FTG 4R PE 0.0 90 22.0 0.0 52.1 0.0 0.011 TL 58.80 PV Pipe: 153 7.6 1.101 PL 11.00 PF 0.2 87 22.0 0.0 52.8 0.0 2.6 150 FTG TR FE 0.0 88 22.0 0.0 52.6 0.0 0.011 TL 18.70 PV Pipe: 154 7.6 1.101 FL 52.00 PF 0.7 88 22.0 0.0 52.6 0.0 2.6 150 FTG T3R PE 0.0 92 22.0 0.0 51.9 0.0 0.011 TL 63.10 PV Pipe: 155 4.9 1.101 PL 5.00 PF 0.1 89 22.0 0.0 52.2 0.0 1.6 150 FTG T PE 0.0 90 22.0 0.0 52.1 0.0 0.005 TL 11.00 PV Pipe: 156 12.5 1.101 FL 2.00 FE' 0.2 90 22.0 0.0 52.1 0.0 4.2 150 FTG T FE 0.0 91 22.0 0.0 51.9 0.0 0.028 TL 8.00 FV Pipe: 157 2.8 1.101 FL 9.00 FE' 0.0 91 22.0 0.0 51.9 0.0 1.0 150 FTG T PE 0.0 92 22.0 0.0 51.9 0.0 0.002 TL 15.00 PV Pipe: 158 5.3 1.101 FL 4.00 PF 0.1 89 22.0 0.0 52.2 0.0 1.8 150 FTG T FE 0.0 89A 22.0 0.0 52.1 0.0 0.006 TL 10.00 FV Pipe: 159 11.6 1.101 FL 26.00 PF 0.8 89A 22.0 0.0 52.1 0.0 3.9 150 FTG T FE 0.0 93 22.0 0.0 51.3 0.0 0.025 TL 32.00 PV Pipe: 160 11.6 1.101 FL 15.00 PF 0.4 93 22.0 0.0 51.3 0.0 3.9 150 FTG ---- FE 0.0 94 22.0 0.0 51.0 0.0 0.025 TL 15.00 PV Pipe: 161 11.6 1.101 FL 25.00 PF 0.7 94 22.0 0.0 51.0 0.0 3.9 150 FTG R FE 0.0 95 22.0 0.0 50.3 0.0 0.025 TL 26.70 PV Pipe: 162 9.7 1.101 FL 29.00 PF 0.6 91 22.0 0.0 51.9 0.0 3.3 150 FTG TR FE 0.0 96 22.0 0.0 51.3 0.0 0.018 TL 36.70 PV Pipe: 163 9.7 1.101 FL 15.00 FE' 0.5 96 22.0 0.0 51.3 0.0 3.3 150 FTG 2TR FE 0.0 97 22.0 0.0 50.7 0.0 0.018 TL 28.70 PV Pipe: 164 9.7 1.101 FL 25.00 FE' 0.5 97 22.0 0.0 50.7 0.0 3.3 150 FTG R FE 0.0 98 22.0 0.0 50.3 0.0 0.018 TL 26.70 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 165 -1.9 1.101 PL 10.00 PF 0.0 98 22.0 0.0 50.3 0.0 0.6 150 FTG 2TR PE 0.0 95 22.0 0.0 50.3 0.0 0.001 TL 23.70 PV Pipe: 166 10.4 1.101 PL 33.00 PF 0.9 92 22.0 0.0 51.9 0.0 3.5 150 FTG 2TR PE 0.0 99 22.0 0.0 50.9 0.0 0.020 TL 46.70 PV Pipe: 167 10.4 1.101 PL 8.00 PF 0.2 99 22.0 0.0 50.9 0.0 3.5 150 FTG ---- PE 0.0 100 22.0 0.0 50.8 0.0 0.020 TL 8.00 PV Pipe: 168 10.4 1.101 PL 8.00 PF 0.2 100 22.0 0.0 50.8 0.0 3.5 150 FTG ---- PE 0.0 xi 22.0 0.0 50.6 0.0 0.020 TL 8.00 PV Pipe: 169 10.4 1.101 PL 30.00 PF 0.7 Xl 22.0 0.0 50.6 0.0 3.5 150 FTG 2E PE 0.0 X2 22.0 0.0 49.9 0.0 0.020 TL 35.00 PV Pipe: 170 -11.5 1.101 PL 8.00 PF 0.4 X2 22.0 0.0 49.9 0.0 3.9 150 FTG TR PE 0.0 98 22.0 0.0 50.3 0.0 0.025 TL 15.70 PV Pipe: 171 21.9 1.101 PL 49.00 PF 5.3 X2 22.0 0.0 49.9 0.0 7.4 150 FTG ETSR PE 0.0 X3 22.0 0.0 44.6 0.0 0.081 TL 66.00 PV Pipe: 172 21.9 1.101 PL 12.00 PF 1.7 X3 22.0 0.0 44.6 0.0 7.4 150 FTG T2R PE 0.0 X4 22.0 0.0 42.8 0.0 0.081 TL 21.40 PV Pipe: 173 21.9 1.101 PL 5.00 PF 0.5 X4 22.0 0.0 42.8 0.0 7.4 150 FTG R PE 0.0 18C 22.0 0.0 42.3 0.0 0.081 TL 6.70 PV Pipe: 174 0.0 1.101 PL 8.00 PF 0.0 100 22.0 0.0 50.8 0.0 0.0 150 FTG T PE 0.0 X5 22.0 0.0 50.8 0.0 0.000 TL 14.00 PV Pipe: 175 0.0 1.101 PL 2.00 PF 0.0 93 22.0 0.0 51.3 0.0 0.0 150 FTG T PE 0.3 501 21.2 0.0 51.7 0.0 0.000 TL 8.00 PV Pipe: 176 0.0 1.101 PL 2.00 PF 0.0 94 22.0 0.0 51.0 0.0 0.0 150 FTG T PE 0.3 502 21.2 0.0 51.3 0.0 0.000 TL 8.00 PV Pipe: 177 0.0 1.101 PL 2.00 PF 0.0 96 22.0 0.0 51.3 0.0 0.0 150 FTG T PE 0.3 503 21.2 0.0 51.6 0.0 0.000 TL 8.00 PV Pipe: 178 0.0 1.101 PL 2.00 PF 0.0 97 22.0 0.0 50.7 0.0 0.0 150 FTG T PE 0.3 504 21.2 0.0 51.1 0.0 0.000 TL 8.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 179 0.0 1.101 PL 2.00 PF 0.0 99 22.0 0.0 50.9 0.0 0.0 150 FTG T PE 0.3 505 21.2 0.0 51.2 0.0 0.000 TL 8.00 PV Pipe: 180 0.0 1.101 PL 10.00 PF 0.0 X5 22.0 0.0 50.8 0.0 0.0 150 FTG ET PE 0.3 507 21.2 0.0 51.1 0.0 0.000 TL 18.50 PV Pipe: 181 0.0 1.101 PL 10.00 PF 0.0 X5 22.0 0.0 50.8 0.0 0.0 150 FTG ET PE 0.3 508 21.2 0.0 51.1 0.0 0.000 TL 18.50 PV Pipe: 182 0.0 1.101 PL 2.00 PF 0.0 Xl 22.0 0.0 50.6 0.0 0.0 150 FTG T PE 0.3 506 21.2 0.0 50.9 0.0 0.000 TL 8.00 PV Pipe: 183 -10.8 1.101 PL 13.00 PF 0.5 77 22.0 0.0 44.9 0.0 3.6 150 FTG T2R PE 0.0 78 22.0 0.0 45.4 0.0 0.022 TL 22.40 PV Pipe: 184 -21.6 1.101 PL 43.00 PF 4.2 78 22.0 0.0 45.4 0.0 7.3 150 FTG 2ET PE 0.0 79 22.0 0.0 49.6 0.0 0.078 TL 54.00 PV Pipe: 185 -7.5 1.101 PL 6.00 PF 0.1 79 22.0 0.0 49.6 0.0 2.5 150 FTG T PE 0.0 79A 22.0 0.0 49.8 0.0 0.011 TL 12.00 PV Pipe: 186 -14.1 1.101 PL 10.00 PF 0.6 79 22.0 0.0 49.6 0.0 4.7 150 FTG T PE 0.0 80 22.0 0.0 50.2 0.0 0.036 TL 16.00 PV Pipe: 187 -14.1 1.101 PL 47.00 PF 1.8 80 22.0 0.0 50.2 0.0 4.7 150 FTG E PE 0.0 80A 22.0 0.0 52.0 0.0 0.036 TL 49.50 PV Pipe: 188 -13.2 1.101 PL 47.00 PF 2.0 79A 22.0 0.0 49.8 0.0 4.5 150 FTG T6R PE 0.0 80C 22.0 0.0 51.8 0.0 0.032 TL 63.20 PV Pipe: 189 -1.7 1.101 PL 10.00 PF C.0 80A 22.0 0.0 52.0 0.0 0.6 150 FTG T PE C.0 80B 22.0 0.0 52.0 0.0 0.001 TL 16.00 PV Pipe: 190 9.8 1.101 PL 5.00 PF 0.2 80B 22.0 0.0 52.0 0.0 3.3 150 FTG T PE 0.0 80C 22.0 0.0 51.8 0.0 0.018 TL 11.00 PV Pipe: 191 -3.5 1.101 PL 3.00 PF 0.0 80C 22.0 0.0 51.8 0.0 1.2 150 FTG T PE 0.0 80D 22.0 0.0 51.8 0.0 0.003 TL 9.00 PV Pipe: 192 -12.4 1.101 PL 23.00 PF 0.9 80A 22.0 0.0 52.0 0.0 4.2 150 FTG TR PE 0.0 81 22.0 0.0 52.8 0.0 0.028 TL 30.70 PV 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 193 -12.4 1.101 PL 46.00 PF 1.6 81 22.0 0.0 52.8 0.0 4.2 150 FTG T3R PE 0.0 56 22.0 0.0 54.4 0.0 0.028 TL 57.10 PV Pipe: 194 -11.5 1.101 PL 23.00 PF 0.7 803 22.0 0.0 52.0 0.0 3.9 150 FTG TR PE 0.0 85 22.0 0.0 52.7 0.0 0.024 TL 30.70 PV Pipe: 195 -11.5 1.101 PL 46.00 PF 1.4 85 22.0 0.0 52.7 0.0 3.9 150 FTG T3R PE 0.0 58 22.0 0.0 54.1 0.0 0.024 TL 57.10 PV Pipe: 196 -10.4 1.101 PL 18.00 PF 0.6 80D 22.0 0.0 51.8 0.0 3.5 150 FTG T3R PE 0.0 82 22.0 0.0 52.4 0.0 0.020 TL 29.10 PV Pipe: 197 -10.4 1.101 PL 8.00 PF 0.2 82 22.0 0.0 52.4 0.0 3.5 150 FTG ---- PE 0.0 83 22.0 0.0 52.5 0.0 0.020 TL 8.00 PV Pipe: 198 -10.4 1.101 PL 50.00 PF 1.5 83 22.0 0.0 52.5 0.0 3.5 150 FTG 2ET7R PE 0.0 59 22.0 0.0 54.0 0.0 0.020 TL 72.90 PV Pipe: 199 0.0 1.101 PL 3.00 PF 0.0 82 22.0 0.0 52.4 0.0 0.0 150 FTG T PE 0.8 601 20.2 0.0 53.1 0.0 0.000 TL 9.00 PV Pipe: 200 0.0 1.101 PL 4.00 FE' 0.0 83 22.0 0.0 52.5 0.0 0.0 150 FTG ET PE 0.8 602 20.2 0.0 53.3 0.0 0.000 TL 12.50 PV Pipe: 201 0.0 1.101 PL 2.00 PF 0.0 85 22.0 0.0 52.7 0.0 0.0 150 FTG T PE 0.3 603 21.3 0.0 53.0 0.0 0.000 TL 8.00 PV Pipe: 202 0.0 1.101 PL 7.00 PF 0.0 81 22.0 0.0 52.8 0.0 0.0 150 FTG ET PE 0.3 604 21.3 0.0 53.1 0.0 0.000 TL 15.50 PV NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2019) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.112 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.6 ft/sec at pipe 26. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 117.46 psi with a flow of 535.60 gpm. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45E11 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 17.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45E11 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 10.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 9.790 30.00 68.00 22.00 74.00 26.00 7.00 68.00 15.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell -------------------------------------------------------- Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv N?Tee F45E11 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.82 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 3.41 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4 .67 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 6.97 I PAGE: 0 MATERIAL: Eddythread 40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk 1.090 2.41 6.03 2.41 6.03 7.23 1.21 12.05 D N DPVlv NPTee 2.41 6.03 140.0 C 1A G A U G E 84.0 P R E S S 56.0 U R E p 28.0 S i -14.7 WATER SUPPLY ANALYSIS Static: 118.00 psi Resid: 95.40 psi Flow: 4025.0 gpm LEGEND 1 j Available pressure 117.47 psi @ 528.3 gpm 2 • Required pressure 112.79 psi @ 528.3 gpm A j Avail. OnSite Demand Press. 117.47 psi @ 278.3 gpm A • Req. OnSite Demand Press. 112.79 psi @ 278.3 gpm Source Supply Curve System Demand Curve Available at Source 10015002000 2500 3000 3500 4000 4500 5000 FLOW (GPM) (1) On Site pressures are based on hose stream deduction at the source WATER SUPPLY CURVE 120+ O\ \\ x \\ 110+ \\ I \\ I \\ 100+ \\ \\ * <95.4 psi 8 4025 gpm I Flow Test Point 90+ P 80+ R I E S I S 70+ U I R I E I 60+ P I S I I 50+ 40+ 30+ 20+ LEGEND Vt I X = Required Water Supply I 112.79 psi 8 528.3 gpm 10+ Vt I 0 = Available Water Supply " I 117.47 psi @ 528.3 gpm 'I 0++-+---+----+-----+ ------+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Alternative Fire Protection Services 4 Phone: (951) 245.7111 *Design, Fabrication, Installation, Service, and Inspections* 28701 Highway 74 Fax: (951) 245.7222 Lake Elsinore, CA 92532 www.alternativefire.com C-16 941639 HYDRAULIC CALCULATIONS FOR OAKMONT, CARLSBAD - MEMORY CARE 2560 FARADAY AVE CARLSBAD, CA 92008 DESIGN AREA4 (UNIT 221) FILE No: CARLSBAD AREA-4.SDF DATE: 01/11/21 -DESIGN DATA - NFPA EDITION USED: OCCUPANCY CLASSIFICATION: DESIGN DENSITY: MAXIMUM COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS FLOWING: END HEAD REQUIREMENT: SPRINKLER FLOW & PRESSURE REQUIRED AT BASE OF RISER: HOSE ALLOWANCE TOTAL FIRE FLOW REQUIRED: FIRE SPRINKLER K-FACTOR: FIRE SPRINKLER TEMPERATURE: FIRE SPRINKLER MANUFACTURER & MODEL: FIRE SPRINKLER SERIAL NUMBER (SIN): DESIGN / LAYOUT BY: AUTHORITY HAVING JURISDICTION (AHJ): 2016 NFPA 13R LIGHT HAZARD (RESIDENTIAL) .05/4 heads 400 sq ft (20' x20') 4 20.0 gpm @ 16.7 psi @ NODE 401 80.6 gpm @ 31.9 @ NODE BOR2 100 gpm 180.6 gpm @ 47.1 psi @ NODE SRC 4.9K 155° TYCO LFII TY3596 ALTERNATIVE FIRE PROTECTION SERVICES CARLSBAD FIRE DEPT WATER FLOW AVAILABILITY DATA: STATIC: 132 psi (Reduced 10% to 118 psi) RESIDUAL: 106 psi (Reduced 10% to 95.4 psi) FLOW: 4025 gpm @ 106 psi WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 118.0 95.4 4025.0 117.9 180.6 47.1 Available pressure is 70.8 psi (60%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 180.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 80.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 47.1 80.6 DIP -3.0 - - - - 47.1 - - - RPIN 3.0 - - - - 44.5 - - - RPOUT 3.0 - - - - 32.5 PVC -3.0 - - - - 35.1 - - - A -3.0 - - - - 35.1 - - - B -3.0 - - - - 35.1 - - - C -3.0 - - - - 35.1 - - - SWP -3.0 - - - - 35.0 - - - MAN 1.0 - - - - 33.2 - - - BOR2 4.0 - - - - 31.9 - - - TOR2 10.5 - - - - 28.2 - - - 1R 9.5 - - - - 28.5 - - - 2 9.5 - - - - 27.4 - - - 3 9.5 - - - - 27.4 - - - 6A 9.5 - - - - 27.2 - - - 6B 22.0 - - - - 21.1 - - - 6C 22.0 - - - - 20.9 - - - 7 9.5 - - - - 26.5 - - - 8 9.5 - - - - 26.3 - - - 9 9.5 - - - - 25.9 - - - 10A 9.5 - - - - 25.8 - - - lOB 22.0 - - - - 19.9 - - - 10C 22.0 - - - - 19.9 - - - 12 9.5 - - - - 26.4 - - - 13 9.5 - - - - 26.4 - - - 14 9.5 - - - - 26.3 - - - 15 9.5 - - - - 26.3 - - - 16 9.5 - - - - 26.3 - - - 17 9.5 - - - - 26.2 - - - 18A 9.5 - - - - 26.2 - - - 18B 22.0 - - - - 20.7 - - - 18C 22.0 - - - - 20.7 - - - 19 9.5 - - - - 26.4 - - - 20 9.5 - - - - 26.3 - - - 21 9.5 - - - - 26.3 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI; (GPM) 22 9.5 - - - - 26.3 - - - 23 9.5 - - - - 26.3 - - - 24 9.5 - - - - 26.3 - - - 25 9.5 - - - - 26.3 - - - 26 9.5 - - - - 26.3 - - - 27 9.5 - - - - 26.3 - - - 28 9.5 - - - 26.3 - - - 29 9.5 - - - - 26.3 - - - 30 9.5 - - - - 26.3 - - - 31 9.5 - - - - 26.3 - - - 32 9.5 - - - - 26.3 - - - 33 9.5 - - - - 26.3 - - - 34 9.5 - - - - 26.3 - - - 35 9.5 - - - - 26.3 - - - P1 14.1 - - - - 24.4 - - - ?2 14.: - - - - 24.4 - - - P3 14.1 - - - - 24.4 - - - P4 14.1 - - - - 24.4 - - - P5 14.1 - - - - 24.4 - - - P6 14.1 - - - - 24.4 - - - ? 14.: - - - - 24.4 - - - PS 14.: - - - - 24.4 - - - P9 14.: - - - - 24.4 - - - P10 14.1 - - - - 24.4 - - - P11 14.1 - - - - 24.4 - - - P12 14.1 - - - - 24.4 - - - P13 14.1 - - - - 24.4 - - - P14 15.2 - - - - 23.9 - - - P15 15.2 - - - - 23.9 - - - P16 15.2 - - - - 23.9 - - - P17 15.2 - - - - 23.9 - - - P18 15.2 - - - - 23.9 - - - P19 15.2 - - - - 23.9 - - - P20 15.2 - - - - 23.9 - - - ?21 15.2 - - - - 23.9 - - - 52 22.0 - - - - 20.6 - - - 53 22.0 - - - - 20.5 - - - 54 22.0 - - - - 20.6 - - - 55 22.0 - - - - 20.6 - - - 56 22.0 - - - - 20.5 - - - 57 22.0 - - - - 20.5 - - - 58 22.0 - - - - 20.5 - - - 59 22.0 - - - - 20.5 - - - 60 22.0 - - - - 20.4 - - - 60A 22.0 - - - - 20.4 - - - 60B 22.0 - - - - 20.5 - - - 60C 22.0 - - - - 20.5 - - - 6. 22.0 - - - - 20.5 - - - 62 22.0 - - - - 20.3 - - - 62A 22.0 - - - - 20. - - - 63 22.0 - - - - 20. - - - 64 22.0 - - - - 20.0 - - - 65 22.0 - - - - 8. - - - 65A 22.0 - - - - 8.2 - - - 66 22.0 - - - - 7.8 - - - 6 22.0 - - - - 17.6 - - - I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 68 22.0 - - - - 17.1 - - - 69 22.0 - - - - 18.0 - - - 69A 22.0 - - - - 18.0 - - - 70 22.0 - - - - 17.2 - - - 71 22.0 - - - - 18.0 - - - 72 22.0 - - - - 16.9 - - - 73 22.0 - - - - 16.8 - - - 74 22.0 - - - - 18.1 - - - 75 22.0 - - - - 19.4 - - - 76 22.0 - - - - 20.5 - - - 77 22.0 - - - - 20.6 - - - 78 22.0 - - - - 20.6 - - - 79 22.0 - - - - 20.5 - - - 79A 22.0 - - - - 20.5 - - - 80 22.0 - - - - 20.5 - - - 80A 22.0 - - - - 20.5 - - - 80B 22.0 - - - - 20.5 - - - 80C 22.0 - - - - 20.5 - - - 80D 22.0 - - - - 20.5 - - - 81 22.0 - - - - 20.5 - - - 82 22.0 - - - - 20.5 - - - 83 22.0 - - - - 20.5 - - - 85 22.0 - - - - 20.5 - - - 87 22.0 - - - - 20.2 - - - 88 22.0 - - - - 20.2 - - - 89 22.0 - - - - 20.3 - - - 89A 22.0 - - - - 20.4 - - - 90 22.0 - - - - 20.3 - - - 91 22.0 - - - - 20.3 - - - 92 22.0 - - - - 20.3 - - - 93 22.0 - - - - 20.4 - - - 94 22.0 - - - - 20.4 - - - 95 22.0 - - - - 20.5 - - - 96 22.0 - - - - 20.4 - - - 97 22.0 - - - - 20.4 - - - 98 22.0 - - - - 20.4 - - - 99 22.0 - - - - 20.4 - - - 100 22.0 - - - - 20.4 - - - Xl 22.0 - - - - 20.4 - - - X2 22.0 - - - - 20.5 - - - X3 22.0 - - - - 20.6 - - - X4 22.0 - - - - 20.6 - - - X5 22.0 - - - - 20.4 - - - 201 9.0 - - - - 26.6 - - - 202 9.5 - - - - 26.3 - - - 203 9.0 - - - - 26.6 - - - 204 9.5 - - - - 26.3 - - - 205 9.0 - - - - 26.6 - - - 206 9.5 - - - - 26.3 - - - 207 9.5 - - - - 26.3 - - - 208 9.0 - - - - 26.5 - - - 209 9.5 - - - - 26.3 - - - 210 9.0 - - - - 26.5 - - - 211 9.5 - - - - 26.3 - - - 212 9.0 - - - - 26.5 - - - 301 13.7 - - - - 24.6 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 302 13.7 - - - - 24.6 - - - 303 13.7 - - - - 24.6 - - - 304 13.7 - - - - 24.6 - - - 305 13.7 - - - - 24.6 - - - 306 13.7 - - - - 24.6 - - - 307 13.7 - - - - 24.6 - - - 308 13.7 - - - - 24.6 - - - 309 13.7 - - - - 24.6 - - - 310 13.7 - - - - 24.6 - - - 311 13.7 - - - - 24.6 - - - 312 13.7 - - - - 24.6 - - - 313 13.7 - - - - 24.6 - - - 401 21.2 K= 4.90 16.7 20.0 402 21.2 K= 4.90 16.9 20.2 403 20.2 K= 4.90 17.0 20.2 404 20.2 K= 4.90 17.0 20.2 501 21.2 - - - - 20.7 - - - 502 21.2 - - - - 20.8 - - - 503 21.2 - - - - 20.7 - - - 504 21.2 - - - - 20.7 - - - 505 21.2 - - - - 20.7 - - - 506 21.2 - - - - 20.7 - - - 507 21.2 - - - - 20.7 - - - 508 21.2 - - - - 20.7 - - - 601 20.2 - - - - 21.2 - - - 602 20.2 - - - - 21.2 - - - 603 21.3 - - - - 20.8 - - - 604 21.3 - - - - 20.8 - - - PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 80.6 9.790 PL 15.00 PF 0.0 SRC -3.0 SRCE 47.1 (N/A) 0.3 150 FTG TLG PE 0.0 DIP -3.0 0.0 47.1 0.0 0.000 TL 112.00 PV Pipe: 2 80.6 10.400 PL 6.00 PF 0.0 DIP -3.0 0.0 47.1 0.0 0.3 140 FTG L PE -2.6 RPIN 3.0 0.0 44.5 0.0 0.000 TL 32.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 44.5 0.0 12.0 psi, 80.6 gpm RPOUT 3.0 0.0 32.5 0.0 Pipe: 4 80.6 10.400 PL 6.00 PF 0.0 RPOUT 3.0 0.0 32.5 0.0 0.3 140 FTG E PE 2.6 PVC -3.0 0.0 35.1 0.0 0.000 TL 41.00 PV Pipe: 5 80.6 9.790 PL 60.00 PF 0.0 PVC -3.0 0.0 35.1 0.0 0.3 150 FTG L PE 0.0 A -3.0 0.0 35.1 0.0 0.000 TL 82.00 PV Pipe: 7 80.6 9.790 PL 167.00 PF 0.0 A -3.0 0.0 35.1 0.0 0.3 150 FTG T2F PE 0.0 B -3.0 0.0 35.1 0.0 0.000 TL 265.00 PV Pipe: 8 80.6 7.980 PL 43.00 PF 0.0 B -3.0 0.0 35.1 0.0 0.5 150 FTG TF PE 0.0 C -3.0 0.0 35.1 0.0 0.000 TL 109.50 PV Pipe: 9 80.6 4.240 PL 41.00 PF 0.1 C -3.0 0.0 35.1 0.0 1.8 150 FTG TF PE 0.0 SWP -3.0 0.0 35.0 0.0 0.001 TL 90.00 PV Pipe: 10 80.6 4.310 PL 14.00 PF 0.1 SWP -3.0 0.0 35.0 0.0 1.8 120 FTG 2L PE -1.7 MAN 1.0 0.0 33.2 0.0 0.002 TL 30.72 PV Pipe: 11 80.6 4.310 PL 3.00 PF 0.1 MAN 1.0 0.0 33.2 0.0 1.8 120 FTG T PE -1.3 BOR2 4.0 0.0 31.9 0.0 0.002 TL 30.87 PV Pipe: 12 80.6 2.703 PL 7.00 PF 0.8 BOR2 4.0 0.0 31.9 0.0 4.5 120 FTG ECB PE -2.8 TOR2 10.5 0.0 28.2 0.0 0.017 TL 48.97 PV Pipe: 13 80.6 2.703 PL 4.00 PF 0.2 TOR2 10.5 0.0 28.2 0.0 4.5 120 FTG L PE 0.4 1R 9.5 0.0 28.5 0.0 0.017 TL 10.22 PV Pipe: 16 80.6 2.703 PL 38.00 PF 1.1 1R 9.5 0.0 28.5 0.0 4.5 120 FTG TL PE 0.0 2 9.5 0.0 27.4 0.0 0.017 TL 62.87 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 17 39.1 2.703 PL 9.00 PF 0.0 2 9.5 0.0 27.4 0.0 2.2 120 FTG ---- PE 0.0 3 9.5 0.0 27.4 0.0 0.004 TL 9.00 PV Pipe: 19 39.1 2.003 PL 3.00 PF 0.2 3 9.5 0.0 27.4 0.0 4.0 150 FTG T PE 0.0 6A 9.5 0.0 27.2 0.0 0.013 TL 15.00 PV Pipe: 20 41.4 2.003 PL 41.00 PF 0.9 2 9.5 0.0 27.4 0.0 4.2 150 FTG T3R PE 0.0 7 9.5 0.0 26.5 0.0 0.014 TL 65.00 PV Pipe: 21 30.4 2.003 PL 6.00 PF 0.1 7 9.5 0.0 26.5 0.0 3.1 150 FTG T PE 0.0 8 9.5 0.0 26.3 0.0 0.008 TL 18.00 PV Pipe: 22 30.4 2.003 PL 32.00 PF 0.4 8 9.5 0.0 26.3 0.0 3.1 150 FTG E3R PE 0.0 9 9.5 0.0 25.9 0.0 0.008 TL 49.70 PV Pipe: 24 30.4 2.003 PL 4.00 PF 0.2 9 9.5 0.0 25.9 0.0 3.1 150 FTG ET PE 0.0 bA 9.5 0.0 25.8 0.0 0.008 TL 21.70 PV Pipe: 26 11.0 2.003 PL 66.00 PF 0.1 7 9.5 0.0 26.5 0.0 1.1 150 FTG T4R PE 0.0 12 9.5 0.0 26.4 0.0 0.001 TL 94.00 PV Pipe: 27 5.3 2.003 PL 24.00 PF 0.0 12 9.5 0.0 26.4 0.0 0.5 150 FTG 2R PE 0.0 13 9.5 0.0 26.4 0.0 0.000 TL 32.00 PV Pipe: 28 7.2 2.003 PL 49.00 PF 0.0 13 9.5 0.0 26.4 0.0 0.7 150 FTG 4R PE 0.0 14 9.5 0.0 26.3 0.0 0.001 TL 65.00 PV Pipe: 29 7.2 2.003 PL 12.00 PF 0.0 14 9.5 0.0 26.3 0.0 0.7 150 FTG T PE 0.0 15 9.5 0.0 26.3 0.0 0.001 TL 24.00 PV Pipe: 30 11.0 2.003 PL 27.00 PF 0.1 15 9.5 0.0 26.3 0.0 1.1 150 FTG T2R PE 0.0 16 9.5 0.0 26.3 0.0 0.001 TL 47.00 PV Pipe: 31 11.0 2.003 PL 5.00 PF C.0 16 9.5 0.0 26.3 0.0 1.1 150 FTG T PE 0.0 17 9.5 0.0 26.2 0.0 0.001 TL 17.00 PV Pipe: 32 11.0 2.003 PL 7.00 PF C.0 17 9.5 0.0 26.2 0.0 1.1 150 FTG T PE C.0 18A 9.5 0.0 26.2 0.0 0.001 TL 19.00 PV Pipe: 34 3.9 1.598 PL 12.00 PF C.0 12 9.5 0.0 26.4 0.0 0.6 150 FTG TR PE 0.0 19 9.5 0.0 26.4 0.0 0.001 TL 23.10 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 35 3.9 1.598 PL 23.00 PF 0.0 19 9.5 0.0 26.4 0.0 0.6 150 FTG TR PE 0.0 20 9.5 0.0 26.3 0.0 0.001 TL 34.10 PV Pipe: 36 3.3 1.598 PL 6.00 PF 0.0 20 9.5 0.0 26.3 0.0 0.5 150 FTG ---- FE 0.0 21 9.5 0.0 26.3 0.0 0.000 TL 6.00 PV Pipe: 37 3.3 1.598 FL 15.00 PF 0.0 21 9.5 0.0 26.3 0.0 0.5 150 FTG ---- PE 0.0 22 9.5 0.0 26.3 0.0 0.000 TL 15.00 PV Pipe: 38 3.3 1.598 PL 6.00 PF 0.0 22 9.5 0.0 26.3 0.0 0.5 150 FTG ---- FE 0.0 23 9.5 0.0 26.3 0.0 0.000 TL 6.00 PV Pipe: 39 3.9 1.598 FL 23.00 PF 0.0 23 9.5 0.0 26.3 0.0 0.6 150 FTG TR FE 0.0 15 9.5 0.0 26.3 0.0 0.001 TL 34.10 PV Pipe: 41 0.5 1.101 PL 3.00 PF 0.0 20 9.5 0.0 26.3 0.0 0.2 150 FTG T FE 0.0 24 9.5 0.0 26.3 0.0 0.000 TL 9.00 PV Pipe: 42 0.5 1.101 FL 1.00 PF 0.0 24 9.5 0.0 26.3 0.0 0.2 150 FTG ---- PE 0.0 25 9.5 0.0 26.3 0.0 0.000 TL 1.00 PV Pipe: 42A 0.5 1.101 FL 12.00 PF 0.0 25 9.5 0.0 26.3 0.0 0.2 150 FTG ---- FE 0.0 26 9.5 0.0 26.3 0.0 0.000 TL 12.00 PV Pipe: 43 0.5 1.101 FL 1.00 PF 0.0 26 9.5 0.0 26.3 0.0 0.2 150 FTG ---- FE 0.0 27 9.5 0.0 26.3 0.0 0.000 TL 1.00 PV Pipe: 44 0.5 1.101 PL 12.00 PF 0.0 27 9.5 0.0 26.3 0.0 0.2 150 FTG ---- FE 0.0 28 9.5 0.0 26.3 0.0 0.000 TL 12.00 PV Pipe: 45 0.5 1.101 FL 1.00 PF 0.0 28 9.5 0.0 26.3 0.0 0.2 150 FTG ---- FE 0.0 29 9.5 0.0 26.3 0.0 0.000 TL 1.00 PV Pipe: 46 0.5 1.101 FL 40.00 PF 0.0 29 9.5 0.0 26.3 0.0 0.2 150 FTG 6E2R FE 0.0 30 9.5 0.0 26.3 0.0 0.000 TL 58.40 PV Pipe: 47 0.5 1.101 FL 1.00 PF 0.0 30 9.5 0.0 26.3 0.0 0.2 150 FTG ---- FE 0.0 31 9.5 0.0 26.3 0.0 0.000 TL 1.00 PV Pipe: 48 0.5 1.101 PL 12.00 PF 0.0 31 9.5 0.0 26.3 0.0 0.2 150 FTG ---- FE 0.0 32 9.5 0.0 26.3 0.0 0.000 TL 12.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 49 0.5 1.101 PL 1.00 PF 0.0 32 9.5 0.0 26.3 0.0 0.2 150 FTG ---- PE 0.0 33 9.5 0.0 26.3 0.0 0.000 TL 1.00 PV Pipe: 50 0.5 1.101 PL 12.00 PF 0.0 33 9.5 0.0 26.3 0.0 0.2 150 FTG ---- PE 0.0 34 9.5 0.0 26.3 0.0 0.000 TL 12.00 PV Pipe: 51 0.5 1.101 PL 1.00 PF 0.0 34 9.5 0.0 26.3 0.0 0.2 150 FTG ---- PE 0.0 35 9.5 0.0 26.3 0.0 0.000 TL 1.00 PV Pipe: 52 0.5 1.101 PL 3.00 PF 0.0 35 9.5 0.0 26.3 0.0 0.2 150 FTG T PE 0.0 23 9.5 0.0 26.3 0.0 0.000 TL 9.00 PV Pipe: 53 0.0 1.101 PL 2.00 PF 0.0 24 9.5 0.0 26.3 0.0 0.0 150 FTG ET PE 0.2 201 9.0 0.0 26.6 0.0 0.000 TL 10.50 PV Pipe: 54 0.0 1.101 PL 3.00 PF 0.0 25 9.5 0.0 26.3 0.0 0.0 150 FTG T PE 0.0 202 9.5 0.0 26.3 0.0 0.000 TL 9.00 PV Pipe: 55 0.0 1.101 PL 2.00 PF 0.0 26 9.5 0.0 26.3 0.0 0.0 150 FTG ET PE 0.2 203 9.0 0.0 26.6 0.0 0.000 TL 10.50 PV Pipe: 56 0.0 1.101 PL 3.00 PF 0.0 27 9.5 0.0 26.3 0.0 0.0 150 FTG T PE 0.0 204 9.5 0.0 26.3 0.0 0.000 TL 9.00 PV Pipe: 57 0.0 1.101 PL 2.00 PF 0.0 28 9.5 0.0 26.3 0.0 0.0 150 FTG ET PE 0.2 205 9.0 0.0 26.6 0.0 0.000 TL 10.50 PV Pipe: 58 0.0 1.101 PL 3.00 PF 0.0 29 9.5 0.0 26.3 0.0 0.0 150 FTG T PE 0.0 206 9.5 0.0 26.3 0.0 0.000 TL 9.00 PV Pipe: 59 0.0 1.101 PL 3.00 PF 0.0 30 9.5 0.0 26.3 0.0 0.0 150 FTG T PE 0.0 207 9.5 0.0 26.3 0.0 0.000 TL 9.00 PV Pipe: 60 0.0 1.101 PL 2.00 PF 0.0 31 9.5 0.0 26.3 0.0 0.0 150 FTG ET PE 0.2 208 9.0 0.0 26.5 0.0 0.000 TL 10.50 PV Pipe: 61 0.0 1.101 PL 3.00 PF 0.0 32 9.5 0.0 26.3 0.0 0.0 150 FTG T PE 0.0 209 9.5 0.0 26.3 0.0 0.000 TL 9.00 PV Pipe: 62 0.0 1.101 PL 2.00 PF 0.0 33 9.5 0.0 26.3 0.0 0.0 150 FTG ET PE 0.2 210 9.0 0.0 26.5 0.0 0.000 TL 10.50 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 63 0.0 1.101 PL 3.00 PF 0.0 31 9.5 0.0 26.3 0.0 0.0 150 FTG T PE 0.0 211 9.5 0.0 26.3 0.0 0.000 TL 9.00 PV Pipe: 64 0.0 1.101 PL 2.00 PF 0.0 35 9.5 0.0 26.3 0.0 0.0 150 FTG ET PE 0.2 212 9.0 0.0 26.5 0.0 0.000 TL 10.50 PV Pipe: 65 1.8 2.003 PL 36.00 PF 0.0 12 9.5 0.0 26.4 0.0 0.2 150 FTG 3ET5R PE -2.0 P1 14.1 0.0 24.4 0.0 0.000 TL 85.10 PV Pipe: 66 1.8 2.203 PL 3.00 PF 0.0 P1 14.1 0.0 24.4 0.0 0.2 120 FTG ---- PE 0.0 P2 14.1 0.0 24.4 0.0 0.000 TL 3.00 PV Pipe: 67 0.7 1.728 PL 10.00 PF 0.0 P2 14.1 0.0 24.4 0.0 0.1 120 FTG ---- PE 0.0 P3 14.1 0.0 24.4 0.0 0.000 TL 10.00 PV Pipe: 68 0.7 1.728 PL 15.00 PF 0.0 P3 14.1 0.0 24.4 0.0 0.1 120 FTG ---- PE 0.0 P4 14.1 0.0 24.4 0.0 0.000 TL 15.00 PV Pipe: 69 0.7 1.728 PL 14.00 PF 0.0 P4 14.1 0.0 24.4 0.0 0.1 120 FTG L PE 0.0 P5 14.1 0.0 24.4 0.0 0.000 TL 16.82 PV Pipe: 70 0.8 1.728 PL 7.00 PF 0.0 P5 14.1 0.0 24.4 0.0 0.1 120 FTG ---- PE 0.0 P6 14.1 0.0 24.4 0.0 0.000 TL 7.00 PV Pipe: 72 0.8 1.728 PL 7.00 PF 0.0 P6 14.1 0.0 24.4 0.0 0.1 120 FTG ---- PE 0.0 P7 14.1 0.0 24.4 0.0 0.000 TL 7.00 PV Pipe: 73 0.8 1.728 PL 14.00 PF 0.0 P7 14.1 0.0 24.4 0.0 0.1 120 FTG L PE 0.0 P8 14.1 0.0 24.4 0.0 0.000 TL 16.82 PV Pipe:74 0.8 1.728 PL 15.00 PF 0.0 P8 14.1 0.0 24.4 0.0 0.1 120 FTG ---- PE 0.0 P9 14.1 0.0 24.4 0.0 0.000 TL 15.00 PV Pipe: 75 0.8 1.728 PL 3.00 PF 0.0 P9 14.1 0.0 24.4 0.0 0.1 120 FTG ---- PE 0.0 P10 14.1 0.0 24.4 0.0 0.000 TL 3.00 PV Pipe: 76 1.8 2.203 PL 3.00 PF 0.0 P10 14.1 0.0 24.4 0.0 0.2 120 FTG ---- PE 0.0 P11 14.1 0.0 24.4 0.0 0.000 TL 3.00 PV Pipe: 76A 1.8 2.003 PL 34.00 PF 0.0 P11 14.1 0.0 24.4 0.0 0.2 150 FTG 2ET7R PE 2.0 13 9.5 0.0 26.4 0.0 0.000 TL 85.40 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 77 -1.1 1.728 PL 7.00 PF 0.0 P10 14.1 0.0 24.4 0.0 0.1 120 FTG T PE 0.0 P12 14.1 0.0 24.4 0.0 0.000 TL 18.29 PV Pipe: 78 -1.0 1.728 PL 14.00 PF 0.0 P12 14.1 0.0 24.4 0.0 0.1 120 FTG ---- PE 0.0 P13 14.1 0.0 24.4 0.0 0.000 TL 14.00 PV Pipe: 78A -1.1 1.728 PL 7.00 PF 0.0 P13 14.1 0.0 24.4 0.0 0.1 120 FTG T PE 0.0 P2 14.1 0.0 24.4 0.0 0.000 TL 18.29 PV Pipe: 79 0.1 1.090 PL 4.00 PF 0.0 P13 14.1 0.0 24.4 0.0 0.0 120 FTG ET PE -0.5 P14 15.2 0.0 23.9 0.0 0.000 TL 12.44 PV Pipe: 80 0.1 1.090 PL 8.00 PF 0.0 P14 15.2 0.0 23.9 0.0 0.0 120 FTG ---- PE 0.0 P15 15.2 0.0 23.9 0.0 0.000 TL 8.00 PV Pipe: 81 0.1 1.090 PL 9.00 PF 0.0 P15 15.2 0.0 23.9 0.0 0.0 120 FTG ---- PE 0.0 P16 15.2 0.0 23.9 0.0 0.000 TL 9.00 PV Pipe: 82 0.1 1.090 PL 9.00 PF 0.0 P16 15.2 0.0 23.9 0.0 0.0 120 FTG ---- PE 0.0 P17 15.2 0.0 23.9 0.0 0.000 TL 9.00 PV Pipe: 83 0.1 1.090 PL 7.00 PF 0.0 P17 15.2 0.0 23.9 0.0 0.0 120 FTG ET PE 0.5 P5 14.1 0.0 24.4 0.0 0.000 TL 15.44 PV Pipe: 84 0.0 1.090 PL 4.00 PF 0.0 P12 14.1 0.0 24.4 0.0 0.0 120 FTG ET PE -0.5 P18 15.2 0.0 23.9 0.0 0.000 TL 12.44 PV Pipe: 85 0.0 1.090 PL 8.00 PF 0.0 P18 15.2 0.0 23.9 0.0 0.0 120 FTG ---- PE 0.0 P19 15.2 0.0 23.9 0.0 0.000 TL 8.00 PV Pipe: 86 0.0 1.090 PL 9.00 PF 0.0 P19 15.2 0.0 23.9 0.0 0.0 120 FTG ---- PE 0.0 P20 15.2 0.0 23.9 0.0 0.000 TL 9.00 PV Pipe: 87 0.0 1.090 PL 9.00 PF 0.0 P20 15.2 0.0 23.9 0.0 0.0 120 FTG ---- PE 0.0 P21 15.2 0.0 23.9 0.0 0.000 TL 9.00 PV Pipe: 88 0.0 1.090 PL 7.00 PF 0.0 P21 15.2 0.0 23.9 0.0 0.0 120 FTG ET PE 0.5 P7 14.1 0.0 24.4 0.0 0.000 TL 15.44 PV Pipe: 89 0.0 1.090 PL 2.00 PF 0.0 P3 14.1 0.0 24.4 0.0 0.0 120 FTG T PE 0.2 301 13.7 0.0 24.6 0.0 0.000 TL 8.03 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 90 0.0 1.090 PL 2.00 PF 0.0 P4 14.1 0.0 24.4 0.0 0.0 120 FTG T PE 0.2 302 13.7 0.0 24.6 0.0 0.000 TL 8.03 PV Pipe: 91 0.0 1.090 PL 2.00 PF 0.0 P6 14.1 0.0 24.4 0.0 0.0 120 FTG T PE 0.2 303 13.7 0.0 24.6 0.0 0.000 TL 8.03 PV Pipe: 92 0.0 1.090 PL 2.00 PF 0.0 P8 14.1 0.0 24.4 0.0 0.0 120 FTG T PE 0.2 304 13.7 0.0 24.6 0.0 0.000 TL 8.03 PV Pipe: 93 0.0 1.090 PL 2.00 PF 0.0 29 14.1 0.0 24.4 0.0 0.0 120 FTG T PE 0.2 305 13.7 0.0 24.6 0.0 0.000 TL 8.03 PV Pipe: 93A 0.0 1.090 PL 4.00 PF 0.0 P14 15.2 0.0 23.9 0.0 0.0 120 FTG T PE 0.7 306 13.7 0.0 24.6 0.0 0.000 TL 10.03 PV Pipe: 93B 0.0 1.090 PL 4.00 PF 0.0 P15 15.2 0.0 23.9 0.0 0.0 120 FTG T PE 0.7 307 13.7 0.0 24.6 0.0 0.000 TL 10.03 PV Pipe: 93C 0.0 1.090 PL 4.00 PF 0.0 P16 15.2 0.0 23.9 0.0 0.0 120 FTG T PE 0.7 308 13.7 0.0 24.6 0.0 0.000 TL 10.03 PV Pipe: 93D 0.0 1.090 PL 4.00 PF 0.0 P17 15.2 0.0 23.9 0.0 0.0 120 FTG T PE 0.7 309 13.7 0.0 24.6 0.0 0.000 TL 10.03 PV Pipe: 93E 0.0 1.090 PL 4.00 PF 0.0 P18 15.2 0.0 23.9 0.0 0.0 120 FTG T PE 0.7 310 13.7 0.0 24.6 0.0 0.000 TL 10.03 PV Pipe: 93F 0.0 1.090 PL 4.00 PF 0.0 P19 15.2 0.0 23.9 0.0 0.0 120 FTG T PE 0.7 311 13.7 0.0 24.6 0.0 0.000 TL 10.03 PV Pipe: 93G 0.0 1.090 PL 4.00 PF 0.0 P20 15.2 0.0 23.9 0.0 0.0 120 FTG T PE 0.7 312 13.7 0.0 24.6 0.0 0.000 TL 10.03 PV Pipe: 93H 0.0 1.090 PL 4.00 PF 0.0 P21 15.2 0.0 23.9 0.0 0.0 120 FTG T PE 0.7 313 13.7 0.0 24.6 0.0 0.000 TL 10.03 PV Pipe: 94 39.1 1.598 PL 13.00 PF 0.7 6A 9.5 0.0 27.2 0.0 6.3 150 FTG E PE -5.4 6B 22.0 0.0 21.1 0.0 0.038 TL 17.00 PV Pipe: 95 30.4 1.598 PL 13.00 PF 0.4 bA 9.5 0.0 25.8 0.0 4.9 150 FTG E PE -5.4 105 22.0 0.0 19.9 0.0 0.024 TL 17.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 96 11.0 1.598 PL 13.00 PF 0.1 18A 9.5 0.0 26.2 0.0 1.8 150 FTG E FE -5.4 18B 22.0 0.0 20.7 0.0 0.004 TL 17.00 PV Pipe: 96A 39.1 1.598 PL 2.00 PF 0.2 63 22.0 0.0 21.1 0.0 6.3 150 FTG E PE 0.0 6C 22.0 0.0 20.9 0.0 0.038 TL 6.00 PV Pipe: 97 23.3 1.394 FL 2.00 PF 0.3 6C 22.0 0.0 20.9 0.0 4.9 150 FTG T FE 0.0 52 22.0 0.0 20.6 0.0 0.029 TL 9.30 PV Pipe: 98 9.0 1.394 PL 16.00 PF 0.1 52 22.0 0.0 20.6 0.0 1.9 150 FTG R PE 0.0 53 22.0 0.0 20.5 0.0 0.005 TL 18.30 PV Pipe: 99 15.8 1.394 PL 9.00 PF 0.2 6C 22.0 0.0 20.9 0.0 3.3 150 FTG T PE 0.0 54 22.0 0.0 20.6 0.0 0.014 TL 16.30 PV Pipe: 100 6.4 1.394 PL 24.00 PF 0.1 54 22.0 0.0 20.6 0.0 1.4 150 FTG 2R PE 0.0 55 22.0 0.0 20.6 0.0 0.003 TL 28.60 PV Pipe: 101 6.4 1.394 PL 16.00 PF 0.1 55 22.0 0.0 20.6 0.0 1.4 150 FTG T2R FE 0.0 56 22.0 0.0 20.5 0.0 0.003 TL 27.90 PV Pipe: 102 6.0 1.394 FL 5.00 PF 0.0 56 22.0 0.0 20.5 0.0 1.3 150 FTG ---- FE 0.0 57 22.0 0.0 20.5 0.0 0.002 TL 5.00 PV Pipe: 103 4.9 1.394 FL 5.00 PF 0.0 57 22.0 0.0 20.5 0.0 1.0 150 FTG ---- FE 0.0 58 22.0 0.0 20.5 0.0 0.002 TL 5.00 PV Pipe: 104 5.5 1.394 PL 5.00 PF 0.0 58 22.0 0.0 20.5 0.0 1.2 150 FTG ---- PE 0.0 59 22.0 0.0 20.5 0.0 0.002 TL 5.00 PV Pipe: 105 6.0 1.394 FL 11.00 PF 0.0 59 22.0 0.0 20.5 0.0 1.3 150 FTG T PE 0.0 60 22.0 0.0 20.4 0.0 0.002 TL 18.30 PV Pipe: 106 9.4 1.394 FL 21.00 PF 0.2 54 22.0 0.0 20.6 0.0 2.0 150 FTG T2R FE 0.0 61 22.0 0.0 20.5 0.0 0.005 TL 32.90 PV Pipe: 107 -1.1 1.101 FL 24.00 PF 0.0 61 22.0 0.0 20.5 0.0 0.4 150 FTG 2T4R PE 0.0 57 22.0 0.0 20.5 0.0 0.000 TL 42.80 PV Pipe: 108 10.5 1.394 FL 21.00 PF 0.2 61 22.0 0.0 20.5 0.0 2.2 150 FTG R FE 0.0 62 22.0 0.0 20.3 0.0 0.007 TL 23.30 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 109 17.5 1.394 PL 6.00 PF 0.3 62 22.0 0.0 20.3 0.0 3.7 150 FTG TR PE 0.0 62A 22.0 0.0 20.1 0.0 0.017 TL 15.60 PV Pipe: 110 1.4 1.394 PL 15.00 PF 0.0 62A 22.0 0.0 20.1 0.0 0.3 150 FTG T PE 0.0 63 22.0 0.0 20.1 0.0 0.000 TL 22.30 PV Pipe: 111 5.2 1.394 PL 5.00 PF 0.0 63 22.0 0.0 20.1 0.0 1.1 150 FTG ---- PE 0.0 64 22.0 0.0 20.0 0.0 0.002 TL 5.00 PV Pipe: 112 10.7 1.394 PL 14.00 PF 0.1 64 22.0 0.0 20.0 0.0 2.2 150 FTG R PE 0.0 bC 22.0 0.0 19.9 0.0 0.007 TL 16.30 PV Pipe: 113 -3.3 1.598 PL 3.00 PF 0.0 1OC 22.0 0.0 19.9 0.0 0.5 150 FTG ET PE 0.0 103 22.0 0.0 19.9 0.0 0.000 TL 15.40 PV Pipe: 114 -7.1 1.394 PL 24.00 PF 0.1 62 22.0 0.0 20.3 0.0 1.5 150 FTG TR PE 0.0 60 22.0 0.0 20.4 0.0 0.003 TL 33.60 PV Pipe: 115 -1.1 1.394 PL 43.00 PF 0.0 60 22.0 0.0 20.4 0.0 0.2 150 FTG 2R PE 0.0 60A 22.0 0.0 20.4 0.0 0.000 TL 47.60 PV Pipe: 116 3.0 1.101 PL 12.00 PF 0.0 60A 22.0 0.0 20.4 0.0 1.0 150 FTG TR PE 0.0 89A 22.0 0.0 20.4 0.0 0.002 TL 19.70 PV Pipe: 117 -4.2 1.394 PL 26.00 PF 0.0 60A 22.0 0.0 20.4 0.0 0.9 150 FTG 2R PE 0.0 60B 22.0 0.0 20.5 0.0 0.001 TL 30.60 PV Pipe: 118 -1.5 1.101 PL 9.00 PF 0.0 60B 22.0 0.0 20.5 0.0 0.5 150 FTG T PE 0.0 80D 22.0 0.0 20.5 0.0 0.001 TL 15.00 PV Pipe: 119 -2.7 1.394 PL 42.00 PF 0.0 603 22.0 0.0 20.5 0.0 0.6 150 FTG 2R PE 0.0 60C 22.0 0.0 20.5 0.0 0.001 TL 46.60 PV Pipe: 120 3.1 1.101 PL 12.00 PF 0.0 60C 22.0 0.0 20.5 0.0 1.0 150 FTG T PE 0.0 95 22.0 0.0 20.5 0.0 0.002 TL 18.00 PV Pipe: 121 -5.8 1.394 PL 5.00 PF 0.0 60C 22.0 0.0 20.5 0.0 1.2 150 FTG ---- PE 0.0 76 22.0 0.0 20.5 0.0 0.002 TL 5.00 PV Pipe: 122 -0.5 1.101 PL 11.00 PF 0.0 76 22.0 0.0 20.5 0.0 0.2 150 FTG T PE 0.0 79A 22.0 0.0 20.5 0.0 0.000 TL 17.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. \TEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 123 -5.3 1.394 PL 40.00 PF 0.1 76 22.0 0.0 20.5 0.0 1.1 150 FTG 7R PE 0.0 77 22.0 0.0 20.6 0.0 0.002 TL 56.10 PV Pipe: 124 1.3 1.101 PL 13.00 PF 0.0 77 22.0 0.0 20.6 0.0 0.4 150 FTG T2R PE 0.0 78 22.0 0.0 20.6 0.0 0.000 TL 22.40 PV Pipe: 125 -7.9 1.394 PL 7.00 PF 0.1 77 22.0 0.0 20.6 0.0 1.7 150 FTG T PE 0.0 18C 22.0 0.0 20.7 0.0 0.004 TL 14.30 PV Pipe: 126 -11.0 1.598 PL 7.00 PF 0.1 18C 22.0 0.0 20.7 0.0 1.8 150 FTG TR PE 0.0 18B 22.0 0.0 20.7 0.0 0.004 TL 18.10 PV Pipe: 127 27.1 1.101 PL 9.00 PF 1.8 lOB 22.0 0.0 19.9 0.0 9.1 150 FTG T PE 0.0 65A 22.0 0.0 18.2 0.0 0.119 TL 15.00 PV Pipe: 128 14.0 1.101 PL 37.00 PF 1.8 1OC 22.0 0.0 19.9 0.0 4.7 150 FTG ET4R PE 0.0 65 22.0 0.0 18.1 0.0 0.035 TL 52.30 PV Pipe: 129 16.6 1.101 PL 6.00 FE' 0.3 65 22.0 0.0 18.1 0.0 5.6 150 FTG ---- PE 0.0 66 22.0 0.0 17.8 0.0 0.048 TL 6.00 PV Pipe: 130 8.1 1.101 PL 11.00 PF 0.2 66 22.0 0.0 17.8 0.0 2.7 150 FTG 2R PE 0.0 67 22.0 0.0 17.6 0.0 0.013 TL 14.40 PV Pipe: 131 8.1 1.101 PL 34.00 PF 0.5 67 22.0 0.0 17.6 0.0 2.7 150 FTG E2R PE 0.0 68 22.0 0.0 17.1 0.0 0.013 TL 39.90 PV Pipe: 132 -11.9 1.101 PL 31.00 PF 0.9 68 22.0 0.0 17.1 0.0 4.0 150 FTG R PE 0.0 69 22.0 0.0 18.0 0.0 0.026 TL 32.70 PV Pipe: 133 2.5 1.101 PL 6.00 PF 0.0 69 22.0 0.0 18.0 0.0 0.8 150 FTG ER PE 0.0 69A 22.0 0.0 18.0 0.0 0.001 TL 10.20 PV Pipe: 134 2.5 1.101 PL 5.00 PF 0.0 69A 22.0 0.0 18.0 0.0 0.8 150 FTG ---- FE 0.0 71 22.0 0.0 18.0 0.0 0.001 TL 5.00 PV Pipe: 135 8.5 1.101 PL 37.00 PF 0.6 66 22.0 0.0 17.8 0.0 2.9 150 FTG T2R PE 0.0 70 22.0 0.0 17.2 0.0 0.014 TL 46.40 PV Pipe: 136 -11.7 1.101 PL 28.00 PF 0.8 70 22.0 0.0 17.2 0.0 3.9 150 FTG 2R PE 0.0 71 22.0 0.0 18.0 0.0 0.025 TL 31.40 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 137 -9.2 1.101 PL 5.00 PF 0.2 71 22.0 0.0 18.0 0.0 3.1 150 FTG T PE 0.0 74 22.0 0.0 18.1 0.0 0.016 TL 11.00 PV Pipe: 138 -2.6 1.101 PL 27.00 PF 0.1 65 22.0 0.0 18.1 0.0 0.9 150 FTG T5R PE 0.0 65A 22.0 0.0 18.2 0.0 0.002 TL 41.50 PV Pipe: 139 24.5 1.101 PL 7.00 PF 1.3 65A 22.0 0.0 18.2 0.0 8.3 150 FTG T PE 0.0 72 22.0 0.0 16.9 0.0 0.099 TL 13.00 PV Pipe: 140 4.3 1.101 PL 8.00 PF 0.0 72 22.0 0.0 16.9 0.0 1.5 150 FTG ---- PE 0.0 73 22.0 0.0 16.8 0.0 0.004 TL 8.00 PV Pipe: 141 -15.9 1.101 PL 24.00 PF 1.3 73 22.0 0.0 16.8 0.0 5.4 150 FTG 3R PE 0.0 74 22.0 0.0 18.1 0.0 0.044 TL 29.10 PV Pipe: 142 -25.1 1.101 PL 6.00 PF 1.2 74 22.0 0.0 18.1 0.0 8.5 150 FTG T PE 0.0 75 22.0 0.0 19.4 0.0 0.104 TL 12.00 PV Pipe: 143 -14.4 1.101 PL 56.00 PF 2.6 69 22.0 0.0 18.0 0.0 4.8 150 FTG 2T2R PE 0.0 52 22.0 0.0 20.6 0.0 0.037 TL 71.40 PV Pipe: 144 -9.0 1.101 PL 56.00 PF 1.1 75 22.0 0.0 19.4 0.0 3.0 150 FTG ET6R PE 0.0 53 22.0 0.0 20.5 0.0 0.015 TL 74.70 PV Pipe: 145 -16.2 1.101 PL 10.00 PF 0.7 75 22.0 0.0 19.4 0.0 5.4 150 FTG 2E PE 0.0 62A 22.0 0.0 20.1 0.0 0.046 TL 15.00 PV Pipe: 146 20.0 1.101 PL 3.00 PF 0.8 68 22.0 0.0 17.1 0.0 6.7 150 FTG ET PE 0.3 401 21.2 4.9 16.7 20.0 0.068 TL 11.50 PV Pipe: 147 20.2 1.101 PL 2.00 PF 0.6 70 22.0 0.0 17.2 0.0 6.8 150 FTG T PE 0.3 402 21.2 4.9 16.9 20.2 0.069 TL 8.00 PV Pipe: 148 20.2 1.101 PL 3.00 PF 0.6 72 22.0 0.0 16.9 0.0 6.8 150 FTG T PE 0.8 403 20.2 4.9 17.0 20.2 0.069 TL 9.00 PV Pipe: 149 20.2 1.101 PL 3.00 PF 0.6 73 22.0 0.0 16.8 0.0 6.8 150 FTG T PH 0.8 404 20.2 4.9 17.0 20.2 0.069 TL 9.00 PV Pipe: 150 -3.8 1.101 PL 71.00 PF 0.3 63 22.0 0.0 20.1 0.0 1.3 150 FTG T9R PE 0.0 89 22.0 0.0 20.3 0.0 0.003 TL 92.30 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 151 -5.5 1.101 PL 20.00 PF 0.2 64 22.0 0.0 20.0 0.0 1.9 150 FTG TR PE 0.0 87 22.0 0.0 20.2 0.0 0.006 TL 27.70 PV Pipe: 152 -3.0 1.101 PL 52.00 PF 0.1 87 22.0 0.0 20.2 0.0 1.0 150 FTG 4R PE 0.0 90 22.0 0.0 20.3 0.0 0.002 TL 58.80 PV Pipe: 153 -2.5 1.101 PL 11.00 PF 0.0 87 22.0 0.0 20.2 0.0 0.9 150 FTG TR PE 0.0 88 22.0 0.0 20.2 0.0 0.002 TL 18.70 PV Pipe: 154 -2.5 1.101 PL 52.00 PF 0.1 88 22.0 0.0 20.2 0.0 0.9 150 FTG T3R PE 0.0 92 22.0 0.0 20.3 0.0 0.002 TL 63.10 PV Pipe: 155 1.2 1.101 PL 5.00 PF 0.0 89 22.0 0.0 20.3 0.0 0.4 150 FTG T PE 0.0 90 22.0 0.0 20.3 0.0 0.000 TL 11.00 PV Pipe: 156 -1.8 1.101 PL 2.00 PF 0.0 90 22.0 0.0 20.3 0.0 0.6 150 FTG T PE 0.0 91 22.0 0.0 20.3 0.0 0.001 TL 8.00 PV Pipe: 157 0.4 1.101 PL 9.00 PF C'.O 91 22.0 0.0 20.3 0.0 0.1 150 FTG T PE 0.0 92 22.0 0.0 20.3 0.0 0.000 TL 15.00 PV Pipe: 158 -4.9 1.101 PL 4.00 PF C.1 89 22.0 0.0 20.3 0.0 1.7 150 FTG T PE 0.0 89A 22.0 0.0 20.4 0.0 0.005 TL 10.00 PV Pipe: 159 -1.9 1.101 PL 26.00 PF 0.0 89A 22.0 0.0 20.4 0.0 0.6 150 FTG T PE 0.0 93 22.0 0.0 20.4 0.0 0.001 TL 32.00 PV Pipe: 160 -1.9 1.101 PL 15.00 PF 0.0 93 22.0 0.0 20.4 0.0 0.6 150 FTG ---- PE 0.0 94 22.0 0.0 20.4 0.0 0.001 TL 15.00 PV Pipe: 161 -1.9 1.101 PL 25.00 PF 0.0 94 22.0 0.0 20.4 0.0 0.6 150 FTG R PE 0.0 95 22.0 0.0 20.5 0.0 0.001 TL .26.70 PV Pipe: 162 -2.2 1.101 PL 29.00 PF 0.0 91 22.0 0.0 20.3 0.0 0.7 150 FTG TR PE 0.0 96 22.0 0.0 20.4 0.0 0.001 TL 36.70 PV Pipe: 163 -2.2 1.101 PL 15.00 PF 0.0 96 22.0 0.0 20.4 0.0 0.7 150 FTG 2TR PE 0.0 97 22.0 0.0 20.4 0.0 0.001 TL 28.70 PV Pipe: 164 -2.2 1.101 PL 25.00 FE' 0.0 97 22.0 0.0 20.4 0.0 0.7 150 FTG R FE 0.0 98 22.0 0.0 20.4 0.0 0.001 TL 26.70 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. FT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 165 -1.2 1.101 PL 10.00 PF 0.0 98 22.0 0.0 20.4 0.0 0.4 150 FTG 2TR PE 0.0 95 22.0 0.0 20.5 0.0 0.000 TL 23.70 PV Pipe: 166 -2.2 1.101 PL 33.00 PF 0.1 92 22.0 0.0 20.3 0.0 0.7 150 FTG 2TR PE 0.0 99 22.0 0.0 20.4 0.0 0.001 TL 46.70 PV Pipe: 167 -2.2 1.101 PL 8.00 PF 0.0 99 22.0 0.0 20.4 0.0 0.7 150 FTG ---- PE 0.0 100 22.0 0.0 20.4 0.0 0.001 TL 8.00 PV Pipe: 168 -2.2 1.101 FL 8.00 PF 0.0 100 22.0 0.0 20.4 0.0 0.7 150 FTG ---- PE 0.0 Xl 22.0 0.0 20.4 0.0 0.001 TL 8.00 PV Pipe: 169 -2.2 1.101 FL 30.00 FE' 0.0 Xl 22.0 0.0 20.4 0.0 0.7 150 FTG 2E FE 0.0 X2 22.0 0.0 20.5 0.0 0.001 TL 35.00 PV Pipe: 170 1.0 1.101 PL 8.00 PF 0.0 X2 22.0 0.0 20.5 0.0 0.3 150 FTG TR FE 0.0 98 22.0 0.0 20.4 0.0 0.000 TL 15.70 PV Pipe: 171 -3.2 1.101 PL 49.00 PF 0.1 X2 22.0 0.0 20.5 0.0 1.1 150 FTG ET5R PE 0.0 X3 22.0 0.0 20.6 0.0 0.002 TL 66.00 PV Pipe: 172 -3.2 1.101 PL 12.00 PF 0.0 X3 22.0 0.0 20.6 0.0 1.1 150 FTG T2R PE 0.0 X4 22.0 0.0 20.6 0.0 0.002 TL 21.40 PV Pipe: 173 -3.2 1.101 PL 5.00 PF 0.0 X4 22.0 0.0 20.6 0.0 1.1 150 FTG R PE 0.0 18C 22.0 0.0 20.7 0.0 0.002 TL 6.70 PV Pipe: 174 0.0 1.101 PL 8.00 PF 0.0 100 22.0 0.0 20.4 0.0 0.0 150 FTG T PE 0.0 X5 22.0 0.0 20.4 0.0 0.000 TL 14.00 PV Pipe: 175 0.0 1.101 FL 2.00 PF 0.0 93 22.0 0.0 20.4 0.0 0.0 150 FTG T FE 0.3 501 21.2 0.0 20.7 0.0 0.000 TL 8.00 PV Pipe: 176 0.0 1.101 FL 2.00 PF 0.0 94 22.0 0.0 20.4 0.0 0.0 150 FTG T FE 0.3 502 21.2 0.0 20.8 0.0 0.000 TL 8.00 PV Pipe: 177 0.0 1.101 PL 2.00 PF 0.0 96 22.0 0.0 20.4 0.0 0.0 150 FTC T PE 0.3 503 21.2 0.0 20.7 0.0 0.000 TL 8.00 PV Pipe: 178 0.0 1.101 FL 2.00 PF 0.0 97 22.0 0.0 20.4 0.0 0.0 150 FTG T FE 0.3 504 21.2 0.0 20.7 0.0 0.000 TL 8.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 179 0.0 1.101 PL 2.00 PF D.0 99 22.0 0.0 20.4 0.0 0.0 150 FTG T PE 0.3 505 21.2 0.0 20.7 0.0 0.000 TL 8.00 PV Pipe: 180 0.0 1.101 PL 10.00 PF D.0 X5 22.0 0.0 20.4 0.0 0.0 150 FTG ET PE 0.3 507 21.2 0.0 20.7 0.0 0.000 TL 18.50 PV Pipe: 181 0.0 1.101 PL 10.00 PF D.0 X5 22.0 0.0 20.4 0.0 0.0 150 FTG ET PE 0.3 508 21.2 0.0 20.7 0.0 0.000 TL 18.50 PV Pipe: 182 0.0 1.101 PL 2.00 PF D.0 Xl 22.0 0.0 20.4 0.0 0.0 150 FTG T PE 0.3 506 21.2 0.0 20.7 0.0 0.000 TL 8.00 PV Pipe: 183 1.3 1.101 PL 13.00 PF 0.0 77 22.0 0.0 20.6 0.0 0.4 150 FTG T2R PE 0.0 78 22.0 0.0 20.6 0.0 0.000 TL 22.40 PV Pipe: 184 2.6 1.101 P1. 43.00 PF 0.1 78 22.0 0.0 20.6 0.0 0.9 150 FTG 2ET PE D.0 79 22.0 0.0 20.5 0.0 0.002 TL 54.00 PV Pipe: 185 1.6 1.101 PL 6.00 PF D.0 79 22.0 0.0 20.5 0.0 0.5 150 FTG T PE D.0 79A 22.0 0.0 20.5 0.0 0.001 TL 12.00 PV Pipe: 186 1.0 1.101 PL 10.00 PF D.0 79 22.0 0.0 20.5 0.0 0.3 150 FTG T PE 0.0 80 22.0 0.0 20.5 0.0 0.000 TL 16.00 PV Pipe: 187 1.0 1.101 PL 47.00 PF 0.0 80 22.0 0.0 20.5 0.0 0.3 150 FTG E PE D.0 80A 22.0 0.0 20.5 0.0 0.000 TL 49.50 PV Pipe: 188 1.1 1.101 PL 47.00 PF 0.0 79A 22.0 0.0 20.5 0.0 0.4 150 FTG T6R PE D.0 80C 22.0 0.0 20.5 0.0 0.000 TL 63.20 PV Pipe: 189 1.4 1.101 PL 10.00 PF D.0 80A 22.0 0.0 20.5 0.0 0.5 150 FTG T PE 0.0 80B 22.0 0.0 20.5 0.0 0.000 TL 16.00 PV Pipe: 190 0.8 1.101 PL 5.00 PF 0.0 80B 22.0 0.0 20.5 0.0 0.3 150 FTG T PE 0.0 80C 22.0 0.0 20.5 0.0 0.000 TL 11.00 PV Pipe: 191 1.9 1.101 PL 3.00 PF 0.0 80C 22.0 0.0 20.5 0.0 0.7 150 FTG T PE 0.0 80D 22.0 0.0 20.5 0.0 0.001 TL 9.00 PV Pipe: 192 -0.4 1.101 PL 2300 PF C.O 80A 22.0 0.0 20.5 0.0 0.1 150 FTG TR PE C.0: 81 22.0 0.0 20.5 0.0 0.000 TL 30.70 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 193 -0.4 1.101 PL 46.00 PF 0.0 81 22.0 0.0 20.5 0.0 0.1 150 FTG T3R FE 0.0 56 22.0 0.0 20.5 0.0 0.000 TL 57.10 PV Pipe: 194 0.6 1.101 PL 23.00 PF 0.0 80B 22.0 0.0 20.5 0.0 0.2 150 FTG TR FE 0.0 85 22.0 0.0 20.5 0.0 0.000 TL 30.70 PV Pipe: 195 0.6 1.101 PL 46.00 PF 0.0 85 22.0 0.0 20.5 0.0 0.2 150 FTG T3R PE 0.0 58 22.0 0.0 20.5 0.0 0.000 TL 57.10 PV Pipe: 196 0.5 1.101 PL 18.00 PF 0.0 80D 22.0 0.0 20.5 0.0 0.2 150 FTG T3R FE 0.0 82 22.0 0.0 20.5 0.0 0.000 TL 29.10 PV Pipe: 197 0.5 1.101 FL 8.00 PF 0.0 82 22.0 0.0 20.5 0.0 0.2 150 FTG ---- FE 0.0 83 22.0 0.0 20.5 0.0 0.000 TL 8.00 PV Pipe: 198 0.5 1.101 FL 50.00 PF 0.0 83 22.0 0.0 20.5 0.0 0.2 150 FTG 2ET7R FE 0.0 59 22.0 0.0 20.5 0.0 0.000 TL 72.90 PV Pipe: 199 0.0 1.101 FL 3.00 PF 0.0 82 22.0 0.0 20.5 0.0 0.0 150 FTG T PE 0.8 601 20.2 0.0 21.2 0.0 0.000 TL 9.00 PV Pipe: 200 0.0 1.101 FL 4.00 PF 0.0 83 22.0 0.0 20.5 0.0 0.0 150 FTG ET FE 0.8 602 20.2 0.0 21.2 0.0 0.000 TL 12.50 PV Pipe: 201 0.0 1.101 FL 2.00 PF 0.0 85 22.0 0.0 20.5 0.0 0.0 150 FTG T FE 0.3 603 21.3 0.0 20.8 0.0 0.000 TL 8.00 PV Pipe: 202 0.0 1.101 FL 7.00 PF 0.0 81 22.0 0.0 20.5 0.0 0.0 150 FTG ET FE 0.3 604 21.3 0.0 20.8 0.0 0.000 TL 15.50 PV NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2019) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.153 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 9.1 ft/sec at pipe 127. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow condiicns is 117.86 psi with a flow of 260.52 gpm. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45Eli 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 17.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45E1 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 10.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 9.790 30.00 68.00 22.00 74.00 26.00 7.00 68.00 15.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell -------------------------------------------------------- Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee F45E11 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.82 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 3.41 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.67 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 6.97 PAGE: 0 MATERIAL: Eddythread 40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk 1.090 2.41 6.03 2.41 6.03 7.23 1.21 12.05 D N DPVlv NPTee 2.41 6.03 WATER SUPPLY ANALYSIS Static: 118.00 psi Resid: 95.40 psi Flow: 4025.0 gpm 140.0 LEGEND G A U G E 84.0 P R E S S 56.0 U R 2A E 1 J Available pressure 117.93 psi 8 180.6 gpm 2 • Required pressure 47.14 psi 8 180.6 gpm A J Avail. OnSite Demand Press. 117.93 psi 8 80.6 gpm A J Req. OnSite Demand Press. 47.14 psi @ 80.6 gpm Source Supply Curve System Demand Curve Available at Source p 28.0 S I 1110•11 1111111 litIllin 1111111 11.lI11l,UiUhllnl.ii liii... nil tici. II.iiilllllUuli.i.iuuuui.ii 1111111 0 I•11111 IUUIIIIIi.i.iluiillii U 10015002000 2500 3000 3500 4000 4500 5000 FLOW (GPM) (1) On Site pressures are based on hose stream deduction at the source WATER SUPPLY CURVE 120+ 0\ I \\ I \\ 110+ \\ \\ \\ I \\ 100+ \\ I \\ * <-95.4 psi @ 4025 gpm Flow Test Point 90+ P 80+ R I E I S I S 70+ U I R I E I 60+ P I S I I 50+ X 40+ 30+ 20+ LEGEND It I X = Required Water Supply of 47.14 psi 8 180.6 gpm It 10+ It I 0 = Available Water Supply Vt 117.93 psi @ 180.6 gpm 0++-+---+----+-----+------+--------+ --------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Alternative Fire Protection Services Phone: (951) 245-7111 *Design, Fabrication, Installation, Service, and Inspections* 28701 Highway 74 Fax: (951) 245-7222 Lake Elsinore, CA 92532 www.alternativefire.com C-16 941639 HYDRAULIC CALCULATIONS FOR OAKMONT, CARLSBAD - MEMORY CARE 2560 FARADAY AVE CARLSBAD, CA 92008 DESIGN AREA-5 (2ND FLOOR DINING) FILE No: CARLSBAD AREA-5.SDF DATE: 01/11/21 - DESIGN DATA - NFPA EDITION USED: OCCUPANCY CLASSIFICATION: DESIGN DENSITY: MAXIMUM COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS FLOWING: END HEAD REQUIREMENT: SPRINKLER FLOW & PRESSURE REQUIRED AT BASE OF RISER: HOSE ALLOWANCE TOTAL FIRE FLOW REQUIRED: FIRE SPRINKLER K-FACTOR: FIRE SPRINKLER TEMPERATURE: FIRE SPRINKLER MANUFACTURER & MODEL: FIRE SPRINKLER SERIAL NUMBER (SIN): DESIGN / LAYOUT By: AUTHORITY HAVING JURISDICTION (AHJ): 2016 NFPA 13 LIGHT HAZARD .10 / 952 ft2 Remote Area Reduced per NFPA 13, 11.2.3.2.3.1 203 sq ft (13'-6" x 15-0") 20.3 gpm @ 13.1 psi @ HEAD 508 205.9 gpm @ 79.2p5i @ NODE BOR2 100 gpm 305.9 gpm @ 95.6 psi @ NODE SRC 5.6K 155° TYCO TY-FRB TY3231 (FEND) ALTERNATIVE FIRE PROTECTION SERVICES CARLSBAD FIRE DEPT WATER FLOW AVAILABILITY DATA: STATIC: 132 psi (Reduced 10% to 118 psi) RESIDUAL: 106 psi (Reduced 10% to 95.4 psi) FLOW: 4025 gpm @ 106 psi WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 118.0 95.4 4025.0 117.8 305.9 95.6 Available pressure is 22.2 psi (19%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 305.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 205.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 95.6 205.9 DIP -3.0 - - - - 95.6 - - - RPIN 3.0 - - - - 93.0 - - - RPOUT 3.0 - - - - 81.0 PVC -3.0 - - - - 83.6 - - - A -3.0 - - - - 83.6 - - - B -3.0 - - - - 83.6 - - - C -3.0 - - - - 83.5 - - - SWP -3.0 - - - - 82.9 - - - MAN 1.0 - - - - 80.8 - - - BOR2 4.0 - - - - 79.2 - - - TOR2 10.5 - - - - 71.7 - - - 1R 9.5 - - - - 71.1 - - - 2 9.5 - - - - 65.0 - - - 3 9.5 - - - - 64.8 - - - 6A 9.5 - - - - 63.8 - - - 6B 22.0 - - - - 55.1 - - - 6C 22.0 - - - - 53.9 - - - 7 9.5 - - - - 59.3 - - - 8 9.5 - - - - 59.0 - - - 9 9.5 - - - - 57.9 - - - 10A 9.5 - - - - 57.4 - - - lOB 22.0 - - - - 50.9 - - - 1OC 22.0 - - - - 50.2 - - - 12 9.5 - - - - 56.8 - - - 13 9.5 - - - - 56.5 - - - 14 9.5 - - - - 55.7 - - - 15 9.5 - - - - 55.4 - - - 16 9.5 - - - - 54.1 - - - 17 9.5 - - - - 53.7 - - - 18A 9.5 - - - - 53.1 - - - 18B 22.0 - - - - 46.3 - - - 18C 22.0 - - - - 44.8 - - - 19 9.5 - - - - 56.5 - - - 20 9.5 - - - - 56.1 - - - 21 9.5 - - - - 56.0 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 22 9.5 - - - - 55.9 - - - 23 9.5 - - - - 55.8 - - - 24 9.5 - - - - 56.1 - - - 25 9.5 - - - - 56.1 - - - 26 9.5 - - - - 56.0 - - - 27 9.5 - - - - 56.0 - - - 28 9.5 - - - - 56.0 - - - 29 9.5 - -- - 56.0 - - - 30 9.5 - - - - 55.9 - - - 31 9.5 - - - - 55.9 - - - 32 9.5 - - - - 55.9 - - - 33 9.5 - - - - 55.9 - - - 34 9.5 - - - - 55.9 - - - 35 9.5 - - - - 55.8 - - - P1 14.1 - - - - 54.7 - - - P2 14.1 - - - - 54.7 - - - P3 14.1 - - - - 54.7 - - - P4 14.1 - - - - 54.7 - - - P5 14.1 - - - - 54.7 - - - P6 14.1 - - - - 54.7 - - - P7 14.1 - - - - 54.7 - - - P8 14.1 - - - - 54.6 - - - P9 14.1 - - - - 54.6 - - - P10 14.1 - - - - 54.6 - - - P11 14.1 - - - - 54.6 - - - P12 14.1 - - - - 54.7 - - - P13 14.1 - - - - 54.7 - - - P14 15.2 - - - - 54.2 - - - P15 15.2 - - - - 54.2 - - - P16 15.2 - - - - 54.2 - - - P17 15.2 - - - - 54.2 - - - P18 15.2 - - - - 54.1 - - - P19 15.2 - - - - 54.1 - - - P20 15.2 - - - - 54.1 - - - P21 15.2 - - - - 54.1 - - - 52 22.0 - - - - 53.5 - - - 53 22.0 - - - - 53.3 - - - 54 22.0 - - - - 50.7 - - - 55 22.0 - - - - 49.1 - - - 56 22.0 - - - - 47.6 - - - 57 22.0 - - - - 47.4 - - - 58 22.0 - - - - 47.2 - - - 59 22.0 - - - - 47.0 - - - 60 22.0 - - - - 46.9 - - - 60A 22.0 - - - - 43.2 - - - 60B 22.0 - - - - 43.2 - - - 60C 22.0 - - - - 42.4 - - - 61 22.0 - - - - 48.8 - - - 62 22.0 - - - - 48.4 - - - 62A 22.0 - - - - 48.4 - - - 63 22.0 - - - - 48.0 - - - 64 22.0 - - - - 48.1 - - - 65 22.0 - - - - 50.7 - - - 65A 22.0 - - - - 50.8 - - - 66 22.0 - - - - 50.8 - - - 67 22.0 - - - - 50.8 - - - S NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 68 22.0 - - - - 51.0 - - - 69 22.0 - - - - 51.1 - - - 69A 22.0 - - - - 50.9 - - - 70 22.0 - - - - 50.8 - - - 71 22.0 - - - - 50.8 - - - 72 22.0 - - - 50.8 - - - 73 22.0 - - - - 50.7 - - - 74 22.0 - - - - 50.6 - - - 75 22.0 - - - - 50.3 - - - 76 22.0 - - - - 42.8 - - - 77 22.0 - - - - 44.3 - - - 78 22.0 - - - - 44.3 - - - 79 22.0 - - - - 44.1 - - - 79A 22.0 - - - - 43.8 - - - 80 22.0 - - - - 44.4 - - - 80A 22.0 - - - - 45.0 - - - 80B 22.0 - - - - 44.9 - - - 80C 22.0 - - - - 44.4 - - - 80D 22.0 - - - - 44.3 - - - 81 22.0 - - - - 45.9 - - - 82 22.0 - - - - 45.0 - - - 83 22.0 - - - - 45.2 - - - 85 22.0 - - - - 45.7 - - - 87 22.0 - - - - 39.8 - - - 88 22.0 - - - - 38.0 - - - 89 22.0 - - - - 37.6 - - - 89A 22.0 - - - - 37.7 - - - 90 22.0 - - - - 35.8 - - - 91 22.0 - - - - 32.6 - - - 92 22.0 - - - - 31.7 - - - 93 22.0 - - - - 30.9 - - - 94 22.0 - - - - 30.8 - - - 95 22.0 - - - - 33.3 - - - 96 22.0 - - - - 26.4 - - - 97 22.0 - - - - 26.3 - - - 98 22.0 - - - - 28.8 - - - 99 22.0 - - - - 18.2 - - - 100 22.0 - - - - 17.6 - - - Xi 22.0 - - - - 18.2 - - - X2 22.0 - - - - 28.5 - - - X3 22.0 - - - - 39.9 - - - X4 22.0 - - - - 43.7 - - - X5 22.0 - - - - 14.1 - - - 201 9.0 - - - - 56.3 - - - 202 9.5 - - - - 56.1 - - - 203 9.0 - - - - 56.3 - - - 204 9.5 - - - - 56.0 - - - 205 9.0 - - - - 56.2 - - - 206 9.5 - - - - 56.0 - - - 207 9.5 - - - - 55.9 - - - 208 9.0 - - - - 56.1 - - - 209 9.5 - - - - 55.9 - - - 210 9.0 - - - - 56.1 - - - 211 9.5 - - - - 55.9 - - - 212 9.0 - - - - 56.1 - - - 301 13.7 - - - - 54.9 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 302 13.7 - - - - 54.9 - - - 303 13.7 - - - - 54.8 - - - 304 13.7 - - - - 54.8 - - - 305 13.7 - - - - 54.8 - - - 306 13.7 - - - - 54.8 - - - 307 13.7 - - - - 54.8 - - - 308 13.7 - - - - 54.8 - - - 309 13.7 - - - - 54.8 - - - 310 13.7 - - - - 54.8 - - - 311 13.7 - - - - 54.8 - - - 312 13.7 - - - - 54.8 - - - 313 13.7 - - - - 54.8 - - - 401 21.2 - - - - 51.3 - - - 402 21.2 - - - - 51.1 - - - 403 20.2 - - - - 51.5 - - - 404 20.2 - - - - 51.5 - - - 501 21.2 K= 5.60 30.0 30.7 502 21.2 K= 5.60 29.9 30.6 503 21.2 K= 5.60 25.7 28.4 504 21.2 K= 5.60 25.6 28.3 505 21.2 K= 5.60 17.8 23.6 506 21.2 K= 5.60 17.8 23.6 507 21.2 K= 5.60 13.1 20.3 508 21.2 K= 5.60 13.1 20.3 601 20.2 - - - - 45.8 - - - 602 20.2 - - - - 46.0 - - - 603 21.3 - - - - 46.0 - - - 604 21.3 - - - - 46.2 - - - 4 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 205.9 9.790 FL 15.00 PF 0.0 SRC -3.0 SRCE 95.6 (N/A) 0.9 150 FTG TLG FE 0.0 DIP -3.0 0.0 95.6 0.0 0.000 TL 112.00 PV Pipe: 2 205.8 10.400 PL 6.00 PF 0.0 DIP -3.0 0.0 95.6 0.0 0.8 140 FTG L PE -2.6 RPIN 3.0 0.0 93.0 0.0 0.000 TL 32.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 93.0 0.0 12.0 psi, 205.8 gpm RPOUT 3.0 0.0 81.0 0.0 Pipe: 4 205.8 10.400 PL 6.00 PF 0.0 RPOUT 3.0 0.0 81.0 0.0 0.8 140 FTG E FE 2.6 PVC -3.0 0.0 83.6 0.0 0.000 TL 41.00 PV Pipe: 5 205.8 9.790 PL 60.00 PF 0.0 PVC -3.0 0.0 83.6 0.0 0.9 150 FTG L PE 0.0 A -3.0 0.0 83.6 0.0 0.000 TL 82.00 PV Pipe: 7 205.8 9.790 PL 167.00 PF 0.0 A -3.0 0.0 83.6 0.0 0.9 150 FTG T2F PE 0.0 B -3.0 0.0 83.6 0.0 0.000 TL 265.00 PV Pipe: 8 205.8 7.980 FL 43.00 PF 0.0 B -3.0 0.0 83.6 0.0 1.3 150 FTG TF FE 0.0 C -3.0 0.0 83.5 0.0 0.000 TL 109.50 PV Pipe: 9 205.8 4.240 FL 41.00 PF 0.6 C -3.0 0.0 83.5 0.0 4.7 150 FTG TF FE 0.0 SWP -3.0 0.0 82.9 0.0 0.007 TL 90.00 PV Pipe: 10 205.8 4.310 FL 14.00 PF 0.3 SWP -3.0 0.0 82.9 0.0 4.5 120 FTG 2L PE -1.7 MAN 1.0 0.0 80.8 0.0 0.010 TL 30.72 PV Pipe: 11 205.8 4.310 FL 3.00 PF 0.3 MAN 1.0 0.0 80.8 0.0 4.5 120 FTG T FE -1.3 BOR2 4.0 0.0 79.2 0.0 0.010 TL 30.87 PV Pipe: 12 205.8 2.703 FL 7.00 PF 4.7 BOR2 4.0 0.0 79.2 0.0 11.5 120 FTG ECB FE -2.8 TOR2 10.5 0.0 71.7 0.0 0.097 TL 48.97 PV Pipe: 13 205.8 2.703 FL 4.00 PF 1.0 TOR2 10.5 0.0 71.7 0.0 11.5 120 FTG L FE 0.4 1R 9.5 0.0 71.1 0.0 0.097 TL 10.22 PV Pipe: 16 205.8 2.703 FL 38.00 PF 6.1 1R 9.5 0.0 71.1 0.0 11.5 120 FTG TL PE 0.0 2 9.5 0.0 65.0 0.0 0.097 TL 62.87 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 17 95.0 2.703 PL 9.00 PF 0.2 2 9.5 0.0 65.0 0.0 5.3 120 FTG ---- PE 0.0 3 9.5 0.0 64.8 0.0 0.023 TL 9.00 PV Pipe: 19 95.0 2.003 PL 3.00 PF 1.0 3 9.5 0.0 64.8 0.0 9.7 150 FTG T PE 0.0 6A 9.5 0.0 63.8 0.0 0.066 TL 15.00 PV Pipe: 20 110.9 2.003 PL 41.00 PF 5.7 2 9.5 0.0 65.0 0.0 11.3 150 FTG T3R PE 0.0 7 9.5 0.0 59.3 0.0 0.088 TL 65.00 PV Pipe: 21 51.6 2.003 PL 6.00 PF 0.4 7 9.5 0.0 59.3 0.0 5.3 150 FTG T PE 0.0 8 9.5 0.0 59.0 0.0 0.021 TL 18.00 PV Pipe: 22 51.6 2.003 PL 32.00 PF 1.1 8 9.5 0.0 59.0 0.0 5.3 150 FTG E3R PE 0.0 9 9.5 0.0 57.9 0.0 0.021 TL 49.70 PV Pipe: 24 51.6 2.003 FL 4.00 PF 0.5 9 9.5 0.0 57.9 0.0 5.3 150 FTG ET PE 0.0 bA 9.5 0.0 57.4 0.0 0.021 TL 21.70 PV Pipe: 26 59.3 2.003 FL 66.00 PF 2.6 7 9.5 0.0 59.3 0.0 6.0 150 FTG T4R PE 0.0 12 9.5 0.0 56.8 0.0 0.028 TL 94.00 PV Pipe: 27 28.7 2.003 PL 24.00 PF 0.2 12 9.5 0.0 56.8 0.0 2.9 150 FTG 2R PE 0.0 13 9.5 0.0 56.5 0.0 0.007 TL 32.00 PV Pipe: 28 38.5 2.003 PL 49.00 PF 0.8 13 9.5 0.0 56.5 0.0 3.9 150 FTG 4R PE 0.0 14 9.5 0.0 55.7 0.0 0.012 TL 65.00 PV Pipe: 29 38.5 2.003 PL 12.00 PF 0.3 14 9.5 0.0 55.7 0.0 3.9 150 FTG T PE 0.0 15 9.5 0.0 55.4 0.0 0.012 TL 24.00 PV Pipe: 30 59.3 2.003 PL 27.00 PF 1.3 15 9.5 0.0 55.4 0.0 6.0 150 FTG T2R PE 0.0 16 9.5 0.0 54.1 0.0 0.028 TL 47.00 PV Pipe: 31 59.3 2.003 PL 5.00 PF 0.5 16 9.5 0.0 54.1 0.0 6.0 150 FTG T PE 0.0 17 9.5 0.0 53.7 0.0 0.028 TL 17.00 PV Pipe: 32 59.3 2.003 PL 7.00 PF 0.5 17 9.5 0.0 53.7 0.0 6.0 150 FTG T PE 0.0 18A 9.5 0.0 53.1 0.0 0.028 TL 19.00 PV Pipe: 34 20.8 1.598 PL 12.00 PF 0.3 12 9.5 0.0 56.8 0.0 3.3 150 FTG TR PE 0.0 19 9.5 0.0 56.5 0.0 0.012 TL 23.10 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) I-IW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 35 20.8 1.598 PL 23.00 PF 0.4 19 9.5 0.0 56.5 0.0 3.3 150 FTG TR PE 0.0 20 9.5 0.0 56.1 0.0 0.012 TL 34.10 PV Pipe: 36 17.9 1.598 FL 6.00 PF 0.1 20 9.5 0.0 56.1 0.0 2.9 150 FTG ---- PE 0.0 21 9.5 0.0 56.0 0.0 0.009 TL 6.00 PV Pipe: 37 17.9 1.598 PL 15.00 PF 0.1 21 9.5 0.0 56.0 0.0 2.9 150 FTG ---- FE 0.0 22 9.5 0.0 55.9 0.0 0.009 TL 15.00 PV Pipe: 38 17.9 1.598 PL 6.00 PF 0.1 22 9.5 0.0 55.9 0.0 2.9 150 FTG ---- PE 0.0 23 9.5 0.0 55.8 0.0 0.009 TL 6.00 FV Pipe: 39 20.8 1.598 PL 23.00 PF 0.4 23 9.5 0.0 55.8 0.0 3.3 150 FTG TR FE 0.0 15 9.5 0.0 55.4 0.0 0.012 TL 34.10 PV Pipe: 41 2.9 1.101 FL 3.00 PF 0.0 20 9.5 0.0 56.1 0.0 1.0 150 FTG T PE 0.0 24 9.5 0.0 56.1 0.0 0.002 TL 9.00 PV Pipe: 42 2.9 1.101 FL 1.00 PF 0.0 24 9.5 0.0 56.1 0.0 1.0 150 FTG ---- FE 0.0 25 9.5 0.0 56.1 0.0 0.002 TL 1.00 PV Pipe: 42A 2.9 1.101 PL 12.00 PF 0.0 25 9.5 0.0 56.1 0.0 1.0 150 FTG ---- FE 0.0 26 9.5 0.0 56.0 0.0 0.002 TL 12.00 PV Pipe: 43 2.9 1.101 PL 1.00 PF 0.0 26 9.5 0.0 56.0 0.0 1.0 150 FTG ---- FE 0.0 27 9.5 0.0 56.0 0.0 0.002 TL 1.00 PV Pipe: 44 2.9 1.101 FL 12.00 PF 0.0 27 9.5 0.0 56.0 0.0 1.0 150 FTG ---- FE 0.0 28 9.5 0.0 56.0 0.0 0.002 TL 12.00 FV Pipe: 45 2.9 1.101 FL 1.00 PF 0.0 28 9.5 0.0 56.0 0.0 1.0 150 FTG ---- FE 0.0 29 9.5 0.0 56.0 0.0 0.002 TL 1.00 PV Pipe: 46 2.9 1.101 FL 40.00 PF 0.1 29 9.5 0.0 56.0 0.0 1.0 150 FTG 6E2R FE 0.0 30 9.5 0.0 55.9 0.0 0.002 TL 58.40 PV Pipe: 47 2.9 1.101 FL 1.00 PF 0.0 30 9.5 0.0 55.9 0.0 1.0 150 FTG ---- FE 0.0 31 9.5 0.0 55.9 0.0 0.002 TL 1.00 PV Pipe: 48 2.9 1.101 FL 12.00 PF 0.0 31 9.5 0.0 55.9 0.0 1.0 150 FTG ---- FE 0.0 32 9.5 0.0 55.9 0.0 0.002 TL 12.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 49 2.9 1.101 PL 1.00 PF 0.0 32 9.5 0.0 55.9 0.0 1.0 150 FTG ---- PE 0.0 33 9.5 0.0 55.9 0.0 0.002 TL 1.00 PV Pipe: 50 2.9 1.101 PL 12.00 PF 0.0 33 9.5 0.0 55.9 0.0 1.0 150 FTG ---- PE 0.0 34 9.5 0.0 55.9 0.0 0.002 TL 12.00 PV Pipe: 51 2.9 1.101 PL 1.00 PF 0.0 34 9.5 0.0 55.9 0.0 1.0 150 FTG ---- PE 0.0 35 9.5 0.0 55.8 0.0 0.002 TL 1.00 PV Pipe: 52 2.9 1.101 PL 3.00 PF 0.0 35 9.5 0.0 55.8 0.0 1.0 150 FTG T PE 0.0 23 9.5 0.0 55.8 0.0 0.002 TL 9.00 PV Pipe: 53 0.0 1.101 PL 2.00 PF 0.0 24 9.5 0.0 56.1 0.0 0.0 150 FTG ET PE 0.2 201 9.0 0.0 56.3 0.0 0.000 TL 10.50 PV Pipe: 54 0.0 1.101 PL 3.00 PF 0.0 25 9.5 0.0 56.1 0.0 0.0 150 FTG T PE 0.0 202 9.5 0.0 56.1 0.0 0.000 TL 9.00 PV Pipe: 55 0.0 1.101 PL 2.00 PF 0.0 26 9.5 0.0 56.0 0.0 0.0 150 FTG ET PE 0.2 203 9.0 0.0 56.3 0.0 0.000 TL 10.50 PV Pipe: 56 0.0 1.101 PL 3.00 PF 0.0 27 9.5 0.0 56.0 0.0 0.0 150 FTG T PE 0.0 204 9.5 0.0 56.0 0.0 0.000 TL 9.00 PV Pipe: 57 0.0 1.101 PL 2.00 PF 0.0 28 9.5 0.0 56.0 0.0 0.0 150 FTG ET PE 0.2 205 9.0 0.0 56.2 0.0 0.000 TL 10.50 PV Pipe: 58 0.0 1.101 PL 3.00 PF 0.0 29 9.5 0.0 56.0 0.0 0.0 150 FTG T PE 0.0 206 9.5 0.0 56.0 0.0 0.000 TL 9.00 PV Pipe: 59 0.0 1.101 PL 3.00 PF 0.0 30 9.5 0.0 55.9 0.0 0.0 150 FTG T PE 0.0 207 9.5 0.0 55.9 0.0 0.000 TL 9.00 PV Pipe: 60 0.0 1.101 PL 2.00 PF 0.0 31 9.5 0.0 55.9 0.0 0.0 150 FTG ET PE 0.2 208 9.0 0.0 56.1 0.0 0.000 TL 10.50 PV Pipe: 61 0.0 1.101 PL 3.00 PF 0.0 32 9.5 0.0 55.9 0.0 0.0 150 FTG T PE 0.0 209 9.5 0.0 55.9 0.0 0.000 TL 9.00 PV Pipe: 62 0.0 1.101 PL 2.00 PF 0.0 33 9.5 0.0 55.9 0.0 0.0 150 FTG ET PE 0.2 210 9.0 0.0 56.1 0.0 0.000 TL 10.50 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 63 0.0 1.101 PL 3.00 PF 0.0 31 9.5 0.0 55.9 0.0 0.0 150 FTG T FE 0.0 211 9.5 0.0 55.9 0.0 0.000 TL 9.00 PV Pipe: 64 0.0 1.101 PL 2.00 PF 0.0 35 9.5 0.0 55.8 0.0 0.0 150 FTG ET FE 0.2 212 9.0 0.0 56.1 0.0 0.000 TL 10.50 PV Pipe: 65 9.8 2.003 FL 36.00 PF 0.1 12 9.5 0.0 56.8 0.0 1.0 150 FTG 3ET5R PE -2.0 P1 14.1 0.0 54.7 0.0 0.001 TL 85.10 PV Pipe: 66 9.8 2.203 PL 3.00 PF 0.0 P1 14.1 0.0 54.7 0.0 0.8 120 FTG ---- PE 0.0 P2 14.1 0.0 54.7 0.0 0.001 TL 3.00 PV Pipe: 67 4.0 1.728 PL 10.00 PF 0.0 P2 14.1 0.0 54.7 0.0 0.5 120 FTG ---- PE 0.0 P3 14.1 0.0 54.7 0.0 0.001 TL 10.00 PV Pipe: 68 4.0 1.728 FL 15.00 PF 0.0 P3 14.1 0.0 54.7 0.0 0.5 120 FTG ---- PE 0.0 P4 14.1 0.0 54.7 0.0 0.001 TL 15.00 PV Pipe: 69 4.0 1.728 PL 14.00 PF 0.0 P4 14.1 0.0 54.7 0.0 0.5 120 FTG L FE 0.0 P5 14.1 0.0 54.7 0.0 0.001 TL 16.82 PV Pipe: 70 4.4 1.728 PL 7.00 PF 0.0 P5 14.1 0.0 54.7 0.0 0.6 120 FTG ---- PE 0.0 P6 14.1 0.0 54.7 0.0 0.001 TL 7.00 PV Pipe: 72 4.4 1.728 PL 7.00 PF 0.0 P6 14.1 0.0 54.7 0.0 0.6 120 FTG ---- PE 0.0 P7 14.1 0.0 54.7 0.0 0.001 TL 7.00 PV Pipe: 73 4.1 1.728 PL 14.00 PF 0.0 P7 14.1 0.0 54.7 0.0 0.6 120 FTG L FE 0.0 P8 14.1 0.0 54.6 0.0 0.001 TL 16.82 PV Pipe: 74 4.1 1.728 PL 15.00 PP 0.0 P8 14.1 0.0 54.6 0.0 0.6 120 FTG ---- PE 0.0 P9 14.1 0.0 54.6 0.0 0.001 TL 15.00 PV Pipe: 75 4.1 1.728 PL 3.00 PF 0.0 P9 14.1 0.0 54.6 0.0 0.6 120 FTG ---- FE 0.0 P10 14.1 0.0 54.6 0.0 0.001 TL 3.00 PV Pipe: 76 9.8 2.203 FL 3.00 PF 0.0 P10 14.1 0.0 54.6 0.0 0.8 120 FTG ---- PE 0.0 P11 14.1 0.0 54.6 0.0 0.001 TL 3.00 PV Pipe: 76A 9.8 2.003 PL 34.00 PF 0.1 P11 14.1 0.0 54.6 0.0 1.0 150 FTG 2ET7R FE 2.0 13 9.5 0.0 56.5 0.0 0.001 TL 85.40 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 77 -5.7 1.728 PL 7.00 PF 0.0 P10 14.1 0.0 54.6 0.0 0.8 120 FTG T PE 0.0 P12 14.1 0.0 54.7 0.0 0.001 TL 18.29 PV Pipe: 78 -5.4 1.728 PL 14.00 PF 0.0 P12 14.1 0.0 54.7 0.0 0.7 120 FTG ---- PE 0.0 P13 14.1 0.0 54.7 0.0 0.001 TL 14.00 PV Pipe: 78A -5.8 1.728 PL 7.00 PF 0.0 P13 14.1 0.0 54.7 0.0 0.8 120 FTG T PE 0.0 P2 14.1 0.0 54.7 0.0 0.001 TL 18.29 PV Pipe: 79 0.4 1.090 PL 4.00 PF 0.0 P13 14.1 0.0 54.7 0.0 0.1 120 FTG ET PE -0.5 P14 15.2 0.0 54.2 0.0 0.000 TL 12.44 PV Pipe: 80 0.4 1.090 PL 8.00 PF 0.0 P14 15.2 0.0 54.2 0.0 0.1 120 FTG ---- PE 0.0 P15 15.2 0.0 54.2 0.0 0.000 TL 8.00 PV Pipe: 81 0.4 1.090 PL 9.00 PF 0.0 P15 15.2 0.0 54.2 0.0 0.1 120 FTG ---- PE 0.0 P16 15.2 0.0 54.2 0.0 0.000 TL 9.00 PV Pipe: 82 0.4 1.090 PL 9.00 PF 0.0 P16 15.2 0.0 54.2 0.0 0.1 120 FTG ---- PE 0.0 P17 15.2 0.0 54.2 0.0 0.000 TL 9.00 PV Pipe: 83 0.4 1.090 PL 7.00 PF 0.0 P17 15.2 0.0 54.2 0.0 0.1 120 FTG ET PE 0.5 P5 14.1 0.0 54.7 0.0 0.000 TL 15.44 PV Pipe: 84 -0.2 1.090 PL 4.00 PF 0.0 P12 14.1 0.0 54.7 0.0 0.1 120 FTG ET PE -0.5. P18 15.2 0.0 54.1 0.0 0.000 TL 12.44 PV Pipe: 85 -0.2 1.090 PL 8.00 PF 0.0 P18 15.2 0.0 54.1 0.0 0.1 120 FTG ---- PE 0.0 P19 15.2 0.0 54.1 0.0 0.000 TL 8.00 PV Pipe: 86 -0.2 1.090 PL 9.00 PF 0.0 P19 15.2 0.0 54.1 0.0 0.1 120 FTG ---- PE 0.0 P20 15.2 0.0 54.1 0.0 0.000 TL 9.00 PV Pipe: 87 -0.2 1.090 PL 9.00 PF 0.0 P20 15.2 0.0 54.1 0.0 0.1 120 FTG ---- PE 0.0 P21 15.2 0.0 54.1 0.0 0.000 TL 9.00 PV Pipe: 88 -0.2 1.090 PL 7.00 PF 0.0 P21 15.2 0.0 54.1 0.0 0.1 120 FTG ET PE 0.5 P7 14.1 0.0 54.7 0.0 0.000 TL 15.44 PV Pipe: 89 0.0 1.090 PL 2.00 PF 0.0 P3 14.1 0.0 54.7 0.0 0.0 120 FTG T PE 0.2 301 13.7 0.0 54.9 0.0 0.000 TL 8.03 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 90 0.0 1.090 PL 2.00 PF 0.0 P4 14.1 0.0 54.7 0.0 0.0 120 FTG T PE 0.2 302 13.7 0.0 54.9 0.0 0.000 TL 8.03 PV Pipe: 91 0.0 1.090 PL 2.00 PF 0.0 P6 14.1 0.0 54.7 0.0 0.0 120 FTG T PE 0.2 303 13.7 0.0 54.8 0.0 0.000 TL 8.03 PV Pipe: 92 0.0 1.090 PL 2.00 PF 0.0 P8 14.1 0.0 54.6 0.0 0.0 120 FTG T PE 0.2 304 13.7 0.0 54.8 0.0 0.000 TL 8.03 PV Pipe: 93 0.0 1.090 PL 2.00 PF 0.0 P9 14.1 0.0 54.6 0.0 0.0 120 FTG T PE 0.2 305 13.7 0.0 54.8 0.0 0.000 TL 8.03 PV Pipe: 93A 0.0 1.090 PL 4.00 PF 0.0 P14 15.2 0.0 54.2 0.0 0.0 120 FTG T PE 0.7 306 13.7 0.0 54.8 0.0 0.000 TL 10.03 PV Pipe: 93B 0.0 1.090 PL 4.00 PF 0.0 P15 15.2 0.0 54.2 0.0 0.0 120 FTG T PE 0.7 307 13.7 0.0 54.8 0.0 0.000 TL 10.03 PV Pipe: 93C 0.0 1.090 PL 4.00 PF 0.0 P16 15.2 0.0 54.2 0.0 0.0 120 FTG T PE 0.7 308 13.7 0.0 54.8 0.0 0.000 TL 10.03 PV Pipe: 93D 0.0 1.090 PL 4.00 PF 0.0 P17 15.2 0.0 54.2 0.0 0.0 120 FTG T PE 0.7 309 13.7 0.0 54.8 0.0 0.000 TL 10.03 PV Pipe: 93E 0.0 1.090 PL 4.00 PF 0.0 P18 15.2 0.0 54.1 0.0 0.0 120 FTG T FE 0.7 310 13.7 0.0 54.8 0.0 0.000 TL 10.03 PV Pipe: 93F 0.0 1.090 PL 4.00 PF 0.0 P19 15.2 0.0 54.1 0.0 0.0 120 FTG T PE 0.7 311 13.7 0.0 54.8 0.0 0.000 TL 10.03 PV Pipe: 93G 0.0 1.090 PL 4.00 PF 0.0 P20 15.2 0.0 54.1 0.0 0.0 120 FTG T PE 0.7 312 13.7 0.0 54.8 0.0 0.000 TL 10.03 PV Pipe: 93H 0.0 1.090 PL 4.00 PF 0.0 P21 15.2 0.0 54.1 0.0 0.0 120 FTG T PE 0.7 313 13.7 0.0 54.8 0.0 0.000 TL 10.03 PV Pipe: 94 95.0 1.598 PL 13.00 PF 3.4 6A 9.5 0.0 63.8 0.0 15.2 150 FTG E PE -5.4 6B 22.0 0.0 55.1 0.0 0.198 TL 17.00 PV Pipe: 95 51.6 1.598 PL 13.00 PF 1.1 bA 9.5 0.0 57.4 0.0 8.3 150 FTG E PE -5.4 lOB 22.0 0.0 50.9 0.0 0.064 TL 17.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 96 59.3 1.598 FL 13.00 PF 1.4 18A 9.5 0.0 53.1 0.0 9.5 150 FTG E PE -5.4 183 22.0 0.0 46.3 0.0 0.083 TL 17.00 PV Pipe: 96A 95.0 1.598 PL 2.00 PF 2.2 6B 22.0 0.0 55.1 0.0 15.2 150 FTG E PE 0.0 6C 22.0 0.0 53.9 0.0 0.198 TL 6.00 FV Pipe: 97 28.7 1.394 PL 2.00 PF 0.4 6C 22.0 0.0 53.9 0.0 6.0 150 FTG T PE 0.0 52 22.0 0.0 53.5 0.0 0.042 TL 9.30 PV Pipe: 98 15.0 1.394 PL 16.00 PF 0.2 52 22.0 0.0 53.5 0.0 3.1 150 FTG R FE 0.0 53 22.0 0.0 53.3 0.0 0.013 TL 18.30 PV Pipe: 99 66.3 1.394 FL 9.00 PF 3.2 6C 22.0 0.0 53.9 0.0 13.9 150 FTG T PE 0.0 54 22.0 0.0 50.7 0.0 0.198 TL 16.30 PV Pipe: 100 33.1 1.394 FL 24.00 PF 1.6 54 22.0 0.0 50.7 0.0 7.0 150 FTG 2R FE 0.0 55 22.0 0.0 49.1 0.0 0.055 TL 28.60 PV Pipe: 101 33.1 1.394 FL 16.00 PF 1.5 55 22.0 0.0 49.1 0.0 7.0 150 FTG T2R FE 0.0 56 22.0 0.0 47.6 0.0 0.055 TL 27.90 PV Pipe: 102 20.5 1.394 FL 5.00 PF 0.1 56 22.0 0.0 47.6 0.0 4.3 150 FTG ---- FE 0.0 57 22.0 0.0 47.4 0.0 0.023 TL 5.00 PV Pipe: 103 34.0 1.394 FL 5.00 PF 0.3 57 22.0 0.0 47.4 0.0 7.2 150 FTG ---- FE 0.0 58 22.0 0.0 47.2 0.0 0.058 TL 5.00 PV Pipe: 104 22.3 1.394 FL 5.00 PF 0.1 58 22.0 0.0 47.2 0.0 4.7 150 FTG ---- FE 0.0 59 22.0 0.0 47.0 0.0 0.026 TL 5.00 PV Pipe: 105 10.8 1.394 FL 11.00 PF 0.1 59 22.0 0.0 47.0 0.0 2.3 150 FTG T FE 0.0 60 22.0 0.0 46.9 0.0 0.007 TL 18.30 PV Pipe: 106 33.2 1.394 FL 21.00 PF 1.8 54 22.0 0.0 50.7 0.0 7.0 150 FTG T2R FE 0.0 61 22.0 0.0 48.8 0.0 0.055 TL 32.90 PV Pipe: 107 13.5 1.101 FL 24.00 PF 1.4 61 22.0 0.0 48.8 0.0 4.5 150 FTG 2T4R FE 0.0 57 22.0 0.0 47.4 0.0 0.033 TL 42.80 PV Pipe: 108 19.7 1.394 FL 21.00 PF 0.5 61 22.0 0.0 48.8 0.0 4.1 150 FTG R FE 0.0 62 22.0 0.0 48.4 0.0 0.021 TL 23.30 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 109 -9.5 1.394 PL 6.00 PF 0.1 62 22.0 0.0 48.4 0.0 2.0 150 FTG TR PE 0.0 62A 22.0 0.0 48.4 0.0 0.005 TL 15.60 PV Pipe: 110 18.1 1.394 PL 15.00 PF 0.4 62A 22.0 0.0 48.4 0.0 3.8 150 FTG T PE 0.0 63 22.0 0.0 48.0 0.0 0.018 TL 22.30 PV Pipe: 111 -8.2 1.394 PL 5.00 PF 0.0 63 22.0 0.0 48.0 0.0 1.7 150 FTG ---- PE 0.0 64 22.0 0.0 48.1 0.0 0.004 TL 5.00 PV Pipe: 112 -52.6 1.394 PL 14.00 PF 2.1 64 22.0 0.0 48.1 0.0 11.1 150 FTG R PE 0.0 bC 22.0 0.0 50.2 0.0 0.129 TL 16.30 PV Pipe: 113 -45.1 1.598 PL 3.00 PF 0.8 1OC 22.0 0.0 50.2 0.0 7.2 150 FTG ET PE 0.0 lOB 22.0 0.0 50.9 0.0 0.050 TL 15.40 PV Pipe: 114 29.2 1.394 PL 24.00 PF 1.5 62 22.0 0.0 48.4 0.0 6.1 150 FTG TR PE 0.0 60 22.0 0.0 46.9 0.0 0.043 TL 33.60 PV Pipe: 115 40.0 1.394 PL 43.00 PF 3.7 60 22.0 0.0 46.9 0.0 8.4 150 FTG 2R PE 0.0 60A 22.0 0.0 43.2 0.0 0.078 TL 47.60 PV Pipe: 116 42.9 1.101 PL 12.00 PF 5.5 60A 22.0 0.0 43.2 0.0 14.5 150 FTG TR PE 0.0 89A 22.0 0.0 37.7 0.0 0.279 TL 19.70 PV Pipe: 117 -2.9 1.394 PL 26.00 PF 0.0 60A 22.0 0.0 43.2 0.0 0.6 150 FTG 2R PE 0.0 603 22.0 0.0 43.2 0.0 0.001 TL 30.60 PV Pipe: 118 -20.7 1.101 PL 9.00 PF 1.1 603 22.0 0.0 43.2 0.0 7.0 150 FTG T PE 0.0 80D 22.0 0.0 44.3 0.0 0.072 TL 15.00 PV Pipe: 119 17.8 1.394 PL 42.00 PF 0.8 60B 22.0 0.0 43.2 0.0 3.7 150 FTG 2R PE 0.0 60C 22.0 0.0 42.4 0.0 0.017 TL 46.60 PV Pipe: 120 59.0 1.101 PL 12.00 PF 9.1 60C 22.0 0.0 42.4 0.0 19.9 150 FTG T PE 0.0 95 22.0 0.0 33.3 0.0 0.504 TL 18.00 PV Pipe: 121 -41.2 1.394 PL 5.00 PF 0.4 60C 22.0 0.0 42.4 0.0 8.7 150 FTG ---- PE 0.0 76 22.0 0.0 42.8 0.0 0.082 TL 5.00 PV Pipe: 122 -18.7 1.101 PL 11.00 PF 1.0 76 22.0 0.0 42.8 0.0 6.3 150 FTG T PE 0.0 79A 22.0 0.0 43.8 0.0 0.060 TL 17.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 123 -22.5 1.394 PL 40.00 PF 1.5 76 22.0 0.0 42.8 0.0 4.7 150 FTG 7R PE 0.0 77 22.0 0.0 44.3 0.0 0.027 TL 56.10 PV Pipe: 124 1.8 1.101 PL 13.00 PF 0.0 77 22.0 0.0 44.3 0.0 0.6 150 FTG T2R PE 0.0 78 22.0 0.0 44.3 0.0 0.001 TL 22.40 PV Pipe: 125 -26.1 1.394 PL 7.00 PF 0.5 77 22.0 0.0 44.3 0.0 5.5 150 FTG T PE 0.0 18C 22.0 0.0 44.8 0.0 0.035 TL 14.30 PV Pipe: 126 -59.3 1.598 PL 7.00 PF 1.5 18C 22.0 0.0 44.8 0.0 9.5 150 FTG TR PE 0.0 18B 22.0 0.0 46.3 0.0 0.083 TL 18.10 PV Pipe: 127 6.5 1.101 PL 9.00 PF 0.1 lOB 22.0 0.0 50.9 0.0 2.2 150 FTG T PE 0.0 65A 22.0 0.0 50.8 0.0 0.008 TL 15.00 PV Pipe: 128 -7.5 1.101 PL 37.00 PF 0.6 bC 22.0 0.0 50.2 0.0 2.5 150 FTG ET4R PE 0.0 65 22.0 0.0 50.7 0.0 0.011 TL 52.30 PV Pipe: 129 -5.0 1.101 PL 6.00 PF 0.0 65 22.0 0.0 50.7 0.0 1.7 150 FTG ---- PE 0.0 66 22.0 0.0 50.8 0.0 0.005 TL 6.00 PV Pipe: 130 -4.0 1.101 PL 11.00 PF 0.0 66 22.0 0.0 50.8 0.0 1.3 150 FTG 2R PE 0.0 67 22.0 0.0 50.8 0.0 0.003 TL 14.40 PV Pipe: 131 -4.0 1.101 PL 34.00 PF 0.1 67 22.0 0.0 50.8 0.0 1.3 150 FTG E2R PE 0.0 68 22.0 0.0 51.0 0.0 0.003 TL 39.90 PV Pipe: 132 -4.0 1.101 PL 31.00 PF 0.1 68 22.0 0.0 51.0 0.0 1.3 150 FTG R PE 0.0 69 22.0 0.0 51.1 0.0 0.003 TL 32.70 PV Pipe: 133 9.7 1.101 PL 6.00 PF 0.2 69 22.0 0.0 51.1 0.0 3.3 150 FTG ER PE 0.0 69A 22.0 0.0 50.9 0.0 0.018 TL 10.20 PV Pipe: 134 9.7 1.101 PL 5.00 PF 0.1 69A 22.0 0.0 50.9 0.0 3.3 150 FTG ---- PE 0.0 71 22.0 0.0 50.8 0.0 0.018 TL 5.00 PV Pipe: 135 -1.0 1.101 PL 37.00 PF 0.0 66 22.0 0.0 50.8 0.0 0.3 150 FTG T2R PE 0.0 70 22.0 0.0 50.8 0.0 0.000 TL 46.40 PV Pipe: 136 -1.0 1.101 PL 28.00 PF 0.0 70 22.0 0.0 50.8 0.0 0.3 150 FTG 2R PE 0.0 71 22.0 0.0 50.8 0.0 0.000 TL 31.40 PV 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 137 8.7 1.101 PL 5.00 PF 0.2 71 22.0 0.0 50.8 0.0 2.9 150 FTG T PE 0.0 74 22.0 0.0 50.6 0.0 0.015 TL 11.00 PV Pipe: 138 -2.5 1.101 PL 27.00 PF 0.1 65 22.0 0.0 50.7 0.0 0.9 150 FTG T5R PE 0.0 65A 22.0 0.0 50.8 0.0 0.001 TL 41.50 PV Pipe: 139 3.9 1.101 PL 7.00 PE 0.0 65A 22.0 0.0 50.8 0.0 1.3 150 FTG T PE 0.0 72 22.0 0.0 50.8 0.0 0.003 TL 13.00 PV Pipe: 140 3.9 1.101 PL 8.00 PF 0.0 72 22.0 0.0 50.8 0.0 1.3 150 FTG ---- PE 0.0 73 22.0 0.0 50.7 0.0 0.003 TL 8.00 PV Pipe: 141 3.9 1.101 PL 24.00 PF 0.1 73 22.0 0.0 50.7 0.0 1.3 150 FTG 3R PE 0.0 74 22.0 0.0 50.6 0.0 0.003 TL 29.10 PV Pipe: 142 12.7 1.101 PL 6.00 PF 0.3 74 22.0 0.0 50.6 0.0 4.3 150 FTG T PE 0.0 75 22.0 0.0 50.3 0.0 0.029 TL 12.00 PV Pipe: 143 -13.7 1.101 PL 56.00 PF 2.4 69 22.0 0.0 51.1 0.0 4.6 150 FTG 2T2R PE 0.0 52 22.0 0.0 53.5 0.0 0.034 TL 71.40 PV Pipe: 144 -15.0 1.101 PL 56.00 PF 3.0 75 22.0 0.0 50.3 0.0 5.0 150 FTG ET6R PE 0.0 53 22.0 0.0 53.3 0.0 0.040 TL 74.70 PV Pipe: 145 27.6 1.101 PL 10.00 PF 1.9 75 22.0 0.0 50.3 0.0 9.3 150 FTG 2E PE 0.0 62A 22.0 0.0 48.4 0.0 0.123 TL 15.00 PV Pipe: 146 0.0 1.101 PL 3.00 PF 0.0 68 22.0 0.0 51.0 0.0 0.0 150 FTG ET PE 0.3 401 21.2 0.0 51.3 0.0 0.000 TL 11.50 PV Pipe: 147 0.0 1.101 PL 2.00 PF 0.0 70 22.0 0.0 50.8 0.0 0.0 150 FTG T PE 0.3 402 21.2 0.0 51.1 0.0 0.000 TL 8.00 PV Pipe: 148 0.0 1.101 PL 3.00 PF 0.0 72 22.0 0.0 50.8 0.0 0.0 150 FTG T PE 0.8 403 20.2 0.0 51.5 0.0 0.000 TL 9.00 PV Pipe: 149 0.0 1.101 PL 3.00 PF 0.0 73 22.0 0.0 50.7 0.0 0.0 150 FTG T PE 0.8 404 20.2 0.0 51.5 0.0 0.000 TL 9.00 PV Pipe: 150 26.3 1.101 PL 71.00 PF 10.4 63 22.0 0.0 48.0 0.0 8.9 150 FTG T9R PE 0.0 89 22.0 0.0 37.6 0.0 0.113 TL 92.30 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 151 44.4 1.101 PL 20.00 PF 8.3 64 22.0 0.0. 48.1 0.0 15.0 150 FTG TR PE 0.0 87 22.0 0.0 39.8 0.0 0.298 TL 27.70 PV Pipe: 152 - 19.9 1.101 PL 52.00 PF 4.0 87 22.0 0.0 39.8 0.0 6.7 150 FTG 4R PE 0.0 90 22.0 0.0 35.8 0.0 0.068 TL 58.80 PV Pipe: 153 24.5 1.101 PL 11.00 PF 1.9 87 22.0 0.0 39.8 0.0 8.3 150 FTG TR PE 0.0 88 22.0 0.0 38.0 0.0 0.099 TL 18.70 PV Pipe: 154 24.5 1.101 PL 52.00 PF 6.3 88 22.0 0.0 38.0 0.0 8.3 150 FTG T3R PE 0.0 92 22.0 0.0 31.7 0.0 0.099 TL 63.10 PV Pipe: 155 32.1 1.101 PL 5.00 PF 1.8 89 22.0 0.0 37.6 0.0 10.8 150 FTG T PE 0.0 90 22.0 0.0 35.8 0.0 0.163 TL 11.00 PV Pipe: 156 52.0 1.101 PL 2.00 PF 3.2 90 22.0 0.0 35.8 0.0 17.5 150 FTG T PE 0.0 91 22.0 0.0 32.6 0.0 0.399 TL 8.00 PV Pipe: 157 19.2 1.101 PL 9.00 PF 0.9 91 22.0 0.0 32.6 0.0 6.5 150 FTG T PE 0.0 92 22.0 0.0 31.7 0.0 0.063 TL 15.00 PV Pipe: 158 -5.8 1.101 PL 4.00 PF 0.1 89 22.0 0.0 37.6 0.0 2.0 150 FTG T PE 0.0 89A 22.0 0.0 37.7 0.0 0.007 TL 10.00 PV Pipe: 159 37.1 1.101 PL 26.00 PF 6.8 89A 22.0 0.0 37.7 0.0 12.5 150 FTG T PE 0.0 93 22.0 0.0 30.9 0.0 0.213 TL 32.00 PV Pipe: 160 6.4 1.101 PL 15.00 PF 0.1 93 22.0 0.0 30.9 0.0 2.2 150 FTG ---- PE 0.0 94 22.0 0.0 30.8 0.0 0.008 TL 15.00 PV Pipe: 161 -24.2 1.101 PL 25.00 PF 2.6 94 22.0 0.0 30.8 0.0 8.2 150 FTG R PE 0.0 95 22.0 0.0 33.3 0.0 0.097 TL 26.70 PV Pipe: 162 32.8 1.101 PL 29.00 PF 6.2 91 22.0 0.0 32.6 0.0 11.0 150 FTG TR PE 0.0 96 22.0 0.0 26.4 0.0 0.170 TL 36.70 PV Pipe: 163 4.4 1.101 PL 15.00 PF 0.1 96 22.0 0.0 26.4 0.0 1.5 150 FTG 2TR PE 0.0 97 22.0 0.0 26.3 0.0 0.004 TL 28.70 PV Pipe: 164 -23.9 1.101 PL 25.00 PF 2.5 97 22.0 0.0 26.3 0.0 8.1 150 FTG R PE 0.0 98 22.0 0.0 28.8 0.0 0.095 TL 26.70 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 165 -34.8 1.101 PL 10.00 PF 4.5 98 22.0 0.0 28.8 0.0 11.7 150 FTG 2TR PE 0.0 95 22.0 0.0 33.3 0.0 0.190 TL 23.70 PV Pipe: 166 43.7 1.101 PL 33.00 PF 13.5 92 22.0 0.0 31.7 0.0 14.7 150 FTG 2TR PE 0.0 99 22.0 0.0 18.2 0.0 0.289 TL 46.70 PV Pipe: 167 20.1 1.101 PL 8.00 PF 0.6 99 22.0 0.0 18.2 0.0 6.8 150 FTG ---- PE 0.0 100 22.0 0.0 17.6 0.0 0.069 TL 8.00 PV Pipe: 168 -20.5 1.101 PL 8.00 PF 0.6 100 22.0 0.0 17.6 0.0 6.9 150 FTG ---- PE 0.0 Xl 22.0 0.0 18.2 0.0 0.071 TL 8.00 PV Pipe: 169 -44.1 1.101 PL 30.00 PF 10.3 Xl 22.0 0.0 18.2 0.0 14.9 150 FTG 2E PE 0.0 X2 22.0 0.0 28.5 0.0 0.294 TL 35.00 PV Pipe: 170 -10.9 1.101 PL 8.00 PF 0.3 X2 22.0 0.0 28.5 0.0 3.7 150 FTG TR PE 0.0 98 22.0 0.0 28.8 0.0 0.022 TL 15.70 PV Pipe: 171 -33.2 1.101 PL 49.00 PF 11.5 X2 22.0 0.0 28.5 0.0 11.2 150 FTG ETSR PE 0.0 X3 22.0 0.0 39.9 0.0 0.174 TL 66.00 PV Pipe: 172 -33.2 1.101 PL 12.00 PF 3.7 X3 22.0 0.0 39.9 0.0 11.2 150 FTG T2R PE 0.0 X4 22.0 0.0 43.7 0.0 0.174 TL 21.40 PV Pipe: 173 -33.2 1.101 PL 5.00 PF 1.2 X4 22.0 0.0 43.7 0.0 11.2 150 FTG R PE 0.0 18C 22.0 0.0 44.8 0.0 0.174 TL 6.70 PV Pipe: 174 40.6 1.101 PL 8.00 PF 3.5 100 22.0 0.0 17.6 0.0 13.7 150 FTG T PE 0.0 X5 22.0 0.0 14.1 0.0 0.252 TL 14.00 PV Pipe: 175 30.7 1.101 PL 2.00 PF 1.2 93 22.0 0.0 30.9 0.0 10.3 150 FTG P PE 0.3 501 21.2 5.6 30.0 30.7 0.150 TL 8.00 PV Pipe: 176 30.6 1.101 PL 2.00 PF 1.2 94 22.0 0.0 30.8 0.0 10.3 150 FTG T PE 0.3 502 21.2 5.6 29.9 30.6 0.150 TL 8.00 PV Pipe: 177 28.4 1.101 PL 2.00 PF 1.0 96 22.0 0.0 26.4 0.0 9.6 150 FTG T PE 0.3 503 21.2 5.6 25.7 28.4 0.130 TL 8.00 PV Pipe: 178 28.3 1.101 PL 2.00 PF 1.0 97 22.0 0.0 26.3 0.0 9.5 150 FTG T PE 0.3 504 21.2 5.6 25.6 28.3 0.130 TL 8.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) StJt4. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 179 23.6 1.101 PL 2.00 PF 0.7 99 22.0 0.0 18.2 0.0 8.0 150 FTG T PE 0.3 505 21.2 5.6 17.8 23.6 0.092 TL 8.00 PV Pipe: 180 20.3 1.101 PL 10.00 PF 1.3 X5 22.0 0.0 14.1 0.0 6.8 150 FTG ET PE 0.3 507 21.2 5.6 13.1 20.3 0.070 TL 18.50 PV Pipe: 181 20.3 1.101 PL 10.00 PF 1.3 X5 22.0 0.0 14.1 0.0 6.8 150 FTG ET PE 0.3 508 21.2 5.6 13.1 20.3 0.070 TL 18.50 PV Pipe: 182 23.6 1.101 PL 2.00 PF 0.7 Xl 22.0 0.0 18.2 0.0 8.0 150 FTG T PE 0.3 506 21.2 5.6 17.8 23.6 0.093 TL 8.00 PV Pipe: 183 1.8 1.101 PL 13.00 PF 0.0 77 22.0 0.0 44.3 0.0 0.6 150 FTG T2R PE 0.0 78 22.0 0.0 44.3 0.0 0.001 TL 22.40 PV Pipe: 184 3.6 1.101 PL 43.00 PF 0.2 78 22.0 0.0 44.3 0.0 1.2 150 FTG 2ET PE 0.0 79 22.0 0.0 44.1 0.0 0.003 TL 54.00 PV Pipe: 185 11.8 1.101 PL 6.00 PF 0.3 79 22.0 0.0 44.1 0.0 4.0 150 FTG T PE 0.0 79A 22.0 0.0 43.8 0.0 0.026 TL 12.00 PV Pipe: 186 -8.2 1.101 PL 10.00 PF 0.2 79 22.0 0.0 44.1 0.0 2.8 150 FTG T PE 0.0 80 22.0 0.0 44.4 0.0 0.013 TL 16.00 PV Pipe: 187 -8.2 1.101 PL 47.00 PF 0.7 80 22.0 0.0 44.4 0.0 2.8 150 FTG E PE 0.0 80A 22.0 0.0 45.0 0.0 0.013 TL 49.50 PV Pipe: 188 -6.9 1.101 PL 47.00 PF 0.6 79A 22.0 0.0 43.8 0.0 2.3 150 FTG T6R PE 0.0 80C 22.0 0.0 44.4 0.0 0.010 TL 63.20 PV Pipe: 189 4.4 1.101 PL 10.00 PF 0.1 80A 22.0 0.0 45.0 0.0 1.5 150 FTG T PE 0.0 80B 22.0 0.0 44.9 0.0 0.004 TL 16.00 PV Pipe: 190 16.1 1.101 PL 5.00 PF 0.5 80E 22.0 0.0 44.9 0.0 5.4 150 FTG T PE 0.0 80C 22.0 0.0 44.4 0.0 0.045 TL 11.00 PV Pipe: 191 9.1 1.101 PL 3.00 PF 0.1 80C 22.0 0.0 44.4 0.0 3.1 150 FTG T PE 0.0 80D 22.0 0.0 44.3 0.0 0.016 TL 9.00 PV Pipe: 192 -12.6 1.101 PL 23.00 PF 0.9 80A 22.0 0.0 45.0 0.0 4.2 150 FTG TR PE 0.0 81 22.0 0.0 45.9 0.0 0.029 TL 30.70 PV PIPE TAG Q(GPM) D.IA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 193 -12.6 1.101 PL 46.00 PF 1.7 81 22.0 0.0 45.9 0.0 4.2 150 FTG T3R PE 0.0 56 22.0 0.0 47.6 0.0 0.029 TL 57.10 PV Pipe: 194 -11.7 1.101 PL 23.00 PF 0.8 80B 22.0 0.0 44.9 0.0 3.9 150 FTG TR PE 0.0 85 22.0 0.0 45.7 0.0 0.025 TL 30.70 PV Pipe: 195 -11.7 1.101 PL 46.00 PF 1.4 85 22.0 0.0 45.7 0.0 3.9 150 FTG T3R PE 0.0 58 22.0 0.0 47.2 0.0 0.025 TL 57.10 PV Pipe: 196 -11.6 1.101 PL 18.00 PF 0.7 80D 22.0 0.0 44.3 0.0 3.9 150 FTG T3R PE 0.0 82 22.0 0.0 45.0 0.0 0.025 TL 29.10 PV Pipe: 197 -11.6 1.101 PL 8.00 PF 0.2 82 22.0 0.0 45.0 0.0 3.9 150 FTG ---- PE 0.0 83 22.0 0.0 45.2 0.0 0.025 TL 8.00 PV Pipe: 198 -11.6 1.101 PL 50.00 PF 1.8 83 22.0 0.0 45.2 0.0 3.9 150 FTG 2ET7R PE 0.0 59 22.0 0.0 47.0 0.0 0.025 TL 72.90 PV Pipe: 199 0.0 1.101 PL 3.00 PF 0.0 82 22.0 0.0 45.0 0.0 0.0 150 FTG T PE 0.8 601 20.2 0.0 45.8 0.0 0.000 TL 9.00 PV Pipe: 200 0.0 1.101 PL 4.00 PF 0.0 83 22.0 0.0 45.2 0.0 0.0 150 FTG ET PE 0.8 602 20.2 0.0 46.0 0.0 0.000 TL 12.50 PV Pipe: 201 0.0 1.101 PL 2.00 PF 0.0 85 22.0 0.0 45.7 0.0 0.0 150 FTG T PE 0.3 603 21.3 0.0 46.0 0.0 0.000 TL 8.00 PV Pipe: 202 0.0 1.101 PL 7.00 PF 0.0 81 22.0 0.0 45.9 0.0 0.0 150 FTG ET PE 0.3 604 21.3 0.0 46.2 0.0 0.000 TL 15.50 PV NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2019) under license no. 16080621 granted by MRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.156 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.9 ft/sec at pipe 120. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 117.77 psi with a flow of 336.66 gpm. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45El1 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 17.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45El 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 10.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 9.790 30.00 68.00 22.00 74.00 26.00 7.00 68.00 15.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45Ell 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.82 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 3.41 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.67 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 6.97 I. PAGE: 0 MATERIAL: Eddythread 40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk 1.090 2.41 6.03 2.41 6.03 7.23 1.21 12.05 D N DPVlv NPTee 2.41 6.03 140.0 1A 112.0 G A U 2A G E 84.0 P R E S S 56.0 U R E p 28.0 5 i -14.7 WATER SUPPLY ANALYSIS Static: 118.00 psi Resid: 95.40 psi Flow: 4025.0 gpm LEGEND 1 j Available pressure 117.81 psi @ 305.9 gpm 2 • Required pressure 95.62 psi @ 305.9 gpm A Avail. OnSite Demand Press. 117.81 psi 8 205.9 gpm A j Req. OnSite Demand Press. 95.62 psi 8 205.9 gpm Source Supply Curve System Demand Curve Available at Source 10015002000 2500 3000 3500 4000 4500 5000 FLOW (GPM) (1) On Site pressures are based on hose stream deduction at the source WATER SUPPLY CURVE 120+ 0\ I \\ I \\ 110+ \\ I \\ \\ I \\ 100+ X * <-95.4 psi 8 4025 gpm I Flow Test Point 90+ P 80+ R E S I S 70+ U R I E 60+ P I S I I 50+ 40+ 30+ 20+ LEGEND I 'I I X = Required Water Supply I 95.62 psi 8 305.9 gpm 10+ 0 = Available Water Supply I 117.81 psi 8 305.9 gpm 'I 0++-+---+----+-----+------+--------+ --------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Alternative Fire Protection Services 4 I Phone: (951) 245-7111 *Design, Fabrication, Installation, Service, and Inspections* 28701 Highway 74 Fax: (951) 245-7222 Lake Elsinore, CA 92532 www.alternativefire.com C-16 941639 HYDRAULIC CALCULATIONS FOR OAKMONT, CARLSBAD - MEMORY CARE 2560 FARADAY AVE CARLSBAD, CA 92008 DESIGN AREA-6 (UNIT 203) FILE No: CARLSBAD AREA-6.SDF DATE: 01/11/21 - DESIGN DATA - NFPA EDITION USED: OCCUPANCY CLASSIFICATION: DESIGN DENSITY: MAXIMUM COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS FLOWING: END HEAD REQUIREMENT: SPRINKLER FLOW & PRESSURE REQUIRED AT BASE OF RISER: HOSE ALLOWANCE TOTAL FIRE FLOW REQUIRED: FIRE SPRINKLER K-FACTOR: FIRE SPRINKLER TEMPERATURE: FIRE SPRINKLER MANUFACTURER & MODEL: FIRE SPRINKLER SERIAL NUMBER (SIN): DESIGN / LAYOUT BY: AUTHORITY HAVING JURISDICTION (AHJ): 2016 NFPA 13R LIGHT HAZARD (RESIDENTIAL) .05/4 heads 400 sq ft (20' x 20') 4 20.0 gpm @ 16.7 psi @ NODE 602 82.0 gpm @ 33.6 psi @ NODE BOR2 100 gpm 182.0 gpm @ 47.1 psi @ NODE SRC 4.9K 155° TYCO LF-II TY3596 ALTERNATIVE FIRE PROTECTION SERVICES CARLSBAD FIRE DEFT WATER FLOW AVAILABILITY DATA: STATIC: 132 psi (Reduced 10% to 118 psi) RESIDUAL: 106 psi (Reduced 10% to 95.4 psi) FLOW: 4025 gpm @ 106 psi 4. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 118.0 95.4 4025.0 117.9 182.0 48.8 Available pressure is 69.1 psi (59%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 182.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 82.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 48.8 82.0 DIP -3.0 - - - - 48.8 - - - RPIN 3.0 - - - - 46.2 - - - RPOUT 3.0 - - - - 34.2 PVC -3.0 - - - - 36.8 - - - A -3.0 - - - - 36.8 - - - B -3.0 - - - - 36.8 - - - C -3.0 - - - - 36.8 - - - SWP -3.0 - - - - 36.7 - - - MAN 1.0 - - - - 34.9 - - - BOR2 4.0 - - - - 33.6 - - - TOR2 10.5 - - - - 29.9 - - - 1R 9.5 - - - - 30.1 - - - 2 9.5 - - - - 29.0 - - - 3 9.5 - - - - 29.0 - - - 6A 9.5 - - - - 28.8 - - - 6B 22.0 - - - - 22.7 - - - 6C 22.0 - - - - 22.4 - - - 7 9.5 - - - - 28.1 - - - 8 9.5 - - - - 28.0 - - - 9 9.5 - - - - 27.8 - - - bA 9.5 - - - - 27.7 - - - lOB 22.0 - - - - 22.1 - - - bC 22.0 - - - - 22.0 - - - 12 9.5 - - - - 27.7 - - - 13 9.5 - - - - 27.7 - - - 14 9.5 - - - - 27.5 - - - 15 9.5 - - - - 27.5 - - - 16 9.5 - - - - 27.3 - - - 17 9.5 - - - - 27.2 - - - 18A 9.5 - - - - 27.1 - - - 18B 22.0 - - - - 21.5 - - - 18C 22.0 - - - - 21.3 - - - 19 9.5 - - - - 27.7 - - - 20 9.5 - - - - 27.6 - - - 21 9.5 - - - - 27.6 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT)(PSI) (GPM) 22 9.5 - - - - 27.6 - - - 23 9.5 - - - - 27.6 - - - 24 9.5 - - - - 27.6 - - - 25 9.5 - - - - 27.6 - - - 26 9.5 - - - - 27.6 - - - 27 9.5 - - - - 27.6 - - - 28 9.5 - - - - 27.6 - - - 29 9.5 - - - - 27.6 - - - 30 9.5 - - - - 7.6 - - - 31 9.5 - - - - 27.6 - - - 32 9.5 - - - - 27.6 - - - 33 9.5 - - - - 27.6 - - - 34 9.5 - - - - 27.6 - - - 35 9.5 - - - - 27.6 - - - P1 14.1 - - - - 25.7 - - - 112 14.1 - - - - 25.7 - - - P3 14.1 - - - - 25.7 - - - P4 14.1 - - - - 25.7 - - - P5 14.1 - - - - 25.7 - - - P6 14.1 - - - - 25.7 - - - P7 14.1 - - - - 25.7 - - - P8 14.1 - - - - 25.7 - - - P9 14.1 - - - - 25.7 - - - P10 14.1 - - - - 25.7 - - - P11 14.1 - - - - 25.7 - - - P12 14.1 - - - - 25.7 - - - P13 14.1 - - - - 25.7 - - - P14 15.2 - - - - 25.2 - - - P15 15.2 - - - - 25.2 - - - P16 15.2 - - - - 25.2 - - - P17 15.2 - - - - 25.2 - - - P18 15.2 - - - - 25.2 - - - P19 15.2 - - - - 25.2 - - - P20 15.2 - - - - 25.2 - - - P21 15.2 - - - - 25.2 - - - 52 22.0 - - - - 22.4 - - - 53 22.0 - - - - 22.4 - - - 54 22.0 - - - - 21.7 - - - 55 22.0 - - - - 21.1 - - - 56 22.0 - - - - 20.6 - - - 57 22.0 - - - - 20.6 - - - 58 22.0 - - - - 20.5 - - - 59 22.0 - - - - 20.5 - - - 60 22.0 - - - - 20.7 - - - 60A 22.0 - - - - 20.7 - - - 603 22.0 - - - - 20.4 - - - 60C 22.0 - - - - 20.6 - - - 61 22.0 - - - - 21.4 - - - 62 22.0 - - - - 21.4 - - - 62A 22.0 - - - - 21.6 - - - 63 22.0 - - - - 21.7 - - - 64 22.0 - - - - 21.7 - - - 65 22.0 - - - - 22.1 - - - 65A 22.0 - - - - 22.1 - - - 66 22.0 - - - - 22.1 - - - 67 22.0 - - - - 22.1 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 68 22.0 - - - - 22.1 - - - 69 22.0 - - - - 22.1 - - - 69A 22.0 - - - - 22.1 - - - 70 22.0 - - - - 22.1 - - - 71 22.0 - - - - 22.1 - - - 72 22.0 - - - - 22.1 - - - 73 22.0 - - - - 22.1 - - - 74 22.0 - - - - 22.0 - - - 75 22.0 - - - - 22.0 - - - 76 22.0 - - - - 20.6 - - - 77 22.0 - - - - 21.0 - - - 78 22.0 - - - - 20.9 - - - 79 22.0 - - - - 20.3 - - - 79A 22.0 - - - - 20.3 - - - 80 22.0 - - - - 20.0 - - - 80A 22.0 - - - - 19.2 - - - 80B 22.0 - - - - 19.2 - - - 80C 22.0 - - - - 19.3 - - - 80D 22.0 - - - - 19.3 - - - 81 22.0 - - - - 18.9 - - - 82 22.0 - - - - 16.8 - - - 83 22.0 - - - - 16.8 - - - 85 22.0 - - - - 18.8 - - - 87 22.0 - - - - 21.4 - - - 88 22.0 - - - - 21.3 - - - 89 22.0 - - - - 21.1 - - - 89A 22.0 - - - - 20.9 - - - 90 22.0 - - - - 21.1 - - - 91 22.0 - - - - 21.1 - - - 92 22.0 - - - - 21.2 - - - 93 22.0 - - - - 20.9 - - - 94 22.0 - - - - 20.9 - - - 95 22.0 - - - - 20.9 - - - 96 22.0 - - - - 21.1 - - - 97 22.0 - - - - 21.1 - - - 98 22.0 - - - - 21.0 - - - 99 22.0 - - - - 21.1 - - - 100 22.0 - - - - 21.1 - - - Xl 22.0 - - - - 21.1 - - - X2 22.0 - - - - 21.1 - - - X3 22.0 - - - - 21.2 - - - X4 22.0 - - - - 21.3 - - - X5 22.0 - - - - 21.1 - - - 201 9.0 - - - - 2:7.8 - - - 202 9.5 - - - - 27.6 - - - 203 9.0 - - - - 27.8 - - - 204 9.5 - - - - 27.6 - - - 205 9.0 - - - - 27.8 - - - 206 9.5 - - - - 27.6 - - - 207 9.5 - - - - 27.6 - - - 208 9.0 - - - - 27.8 - - - 209 9.5 - - - - 27.6 - - - 210 9.0 - - - - 27.8 - - - 211 9.5 - - - - 27.6 - - - 212 9.0 - - - - 27.8 - - - 301 13.7 - - - - 25.9 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 302 13.7 - - - - 25.9 - - - 303 13.7 - - - - 25.9 - - - 304 13.7 - - - - 25.9 - - - 305 13.7 - - - - 25.9 - - - 306 13.7 - - - - 25.9 - - - 307 13.7 - - - - 25.9 - - - 308 13.7 - - - - 25.9 - - - 309 13.7 - - - - 25.9 - - - 310 13.7 - - - - 25.9 - - - 311 13.7 - - - - 25.9 - - - 312 13.7 - - - - 25.9 - - - 313 13.7 - - - - 25.9 - - - 401 21.2 - - - - 22.4 - - - 402 21.2 - - - - 22.4 - - - 403 20.2 - - - - 22.8 - - - 404 20.2 - - - - 22.8 - - - 501 21.2 - - - - 21.2 - - - 502 21.2 - - - - 21.2 - - - 503 21.2 - - - - 21.4 - - - 504 21.2 - - - - 21.4 - - - 505 21.2 - - - - 21.5 - - - 506 21.2 - - - - 21.5 - - - 507 21.2 - - - - 21.5 - - - 508 21.2 - - - - 21.5 - - - 601 20.2 K= 4.90 16.9 20.1 602 20.2 K= 4.90 16.7 20.0 603 21.3 K= 4.90 18.5 21.1 604 21.3 K= 4.90 18.0 20.8 .1 f lk PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 82.0 9.790 PL 15.00 PF 0.0 SRC -3.0 SRCE 48.8 (N/A) 0.3 150 FTG TLG PE 0.0 DIP -3.0 0.0 48.8 0.0 0.000 TL 112.00 PV Pipe: 2 82.0 10.400 PL 6.00 PF 0.0 DIP -3.0 0.0 48.8 0.0 0.3 140 FTG L PE -2.6 RPIN 3.0 0.0 46.2 0.0 0.000 TL 32.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 46.2 0.0 12.0 psi, 82.0 gpm RPOUT 3.0 0.0 34.2 0.0 Pipe: 4 82.0 10.400 PL 6.00 PF 0.0 RPOUT 3.0 0.0 34.2 0.0 0.3 140 FTG E PE 2.6 PVC -3.0 0.0 36.8 0.0 0.000 TL 41.00 PV Pipe: 5 82.0 9.790 FL 60.00 PF 0.0 PVC -3.0 0.0 36.8 0.0 0.3 150 FTG L PE 0.0 A -3.0 0.0 36.8 0.0 0.000 TL 82.00 PV Pipe: 7 82.0 9.790 FL 167.00 PF 0.0 A -3.0 0.0 36.8 0.0 0.3 150 FTG T2F FE 0.0 B -3.0 0.0 36.8 0.0 0.000 TL 265.00 PV Pipe: 8 82.0 7.980 FL 43.00 PF 0.0 B -3.0 0.0 36.8 0.0 0.5 150 FTG TF PE 0.0 C -3.0 0.0 36.8 0.0 0.000 TL 109.50 PV Pipe: 9 82.0 4.240 PL 41.00 PF 0.1 C -3.0 0.0 36.8 0.0 1.9 150 FTG TF FE 0.0 SWP -3.0 0.0 36.7 0.0 0.001 TL 90.00 PV Pipe: 10 82.0 4.310 FL 14.00 PF 0.1 SWP -3.0 0.0 36.7 0.0 1.8 120 FTG 2L FE -1.7 MAN 1.0 0.0 34.9 0.0 0.002 TL 30.72 PV Pipe: 11 82.0 4.310 FL 3.00 PF 0.1 MAN 1.0 0.0 34.9 0.0 1.8 120 FTG T FE -1.3 BOR2 4.0 0.0 33.6 0.0 0.002 TL 30.87 PV Pipe: 12 82.0 2.703 FL 7.00 PF 0.9 BOR2 4.0 0.0 33.6 0.0 4.6 120 FTG ECB FE -2.8 TOR2 10.5 0.0 29.9 0.0 0.018 TL 48.97 PV Pipe: 13 82.0 2.703 FL 4.00 PF 0.2 TOR2 10.5 0.0 29.9 0.0 4.6 120 FTG L FE 0.4 1R 9.5 0.0 30.1 0.0 0.018 TL 10.22 PV Pipe: 16 82.0 2.703 FL 38.00 PF 1.1 1R 9.5 0.0 30.1 0.0 4.6 120 FTG TL FE 0.0 2 9.5 0.0 29.0 0.0 0.018 TL 62.87 PV 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PS:) Pipe: 17 40.2 2.703 PL 9.00 PF 0.0 2 9.5 0.0 29.0 0.0 2.2 120 FTG ---- PE 0.0 3 9.5 0.0 29.0 0.0 0.005 TL 9.00 PV Pipe: 19 40.2 2.003 PL 3.00 PF 0.2 3 9.5 0.0 29.0 0.0 4.1 150 FTG T PE 0.0 6A 9.5 0.0 28.8 0.0 0.013 TL 15.00 PV Pipe: 20 41.8 2.003 PL 41.00 PF 0.9 2 9.5 0.0 29.0 0.0 4.3 150 FTG T3R PE 0.0 7 9.5 0.0 28.1 0.0 0.014 TL 65.00 PV Pipe: 21 20.4 2.003 PL 6.00 PF 0.1 7 9.5 0.0 28.1 0.0 2.1 150 FTG T PE 0.0 8 9.5 0.0 28.0 0.0 0.004 TL 18.00 PV Pipe: 22 20.4 2.003 PL 32.00 PF 0.2 8 9.5 0.0 28.0 0.0 2.1 150 FTG E3R PE 0.0 9 9.5 0.0 27.8 0.0 0.004 TL 49.70 PV Pipe: 24 20.4 2.003 PL 4.00 PF 0.1 9 9.5 0.0 27.8 0.0 2.1 150 FTG ET PE 0.0 bA 9.5 0.0 27.7 0.0 0.004 TL 21.70 PV Pipe: 26 21.5 2.003 PL 66.00 PF 0.4 7 9.5 0.0 28.1 0.0 2.2 150 FTG T4R PE 0.0 12 9.5 0.0 27.7 0.0 0.004 TL 94.00 PV Pipe: 27 10.4 2.003 PL 24.00 PF 0.0 12 9.5 0.0 27.7 0.0 1.1 150 FTG 2R PE 0.0 13 9.5 0.0 27.7 0.0 0.001 TL 32.00 PV Pipe: 28 13.9 2.003 PL 49.00 PF 0.1 13 9.5 0.0 27.7 0.0 1.4 150 FTG 4R PE 0.0 14 9.5 0.0 27.5 0.0 0.002 TL 65.00 PV Pipe: 29 13.9 2.003 PL 12.00 PF 0.0 14 9.5 0.0 27.5 0.0 1.4 150 FTG T PE 0.0 15 9.5 0.0 27.5 0.0 0.002 TL 24.00 PV Pipe: 30 21.5 2.003 PL 27.00 PF 0.2 15 9.5 0.0 27.5 0.0 2.2 150 FTG T2R PE 0.0 16 9.5 0.0 27.3 0.0 0.004 TL 47.00 PV Pipe: 31 21.5 2.003 PL 5.00 PF 0.1 16 9.5 0.0 27.3 0.0 2.2 150 FTG T PE 0.0 17 9.5 0.0 27.2 0.0 0.004 TL 17.00 PV Pipe: 32 21.5 2.003 PL 7.00 PF 0.1 17 9.5 0.0 27.2 0.0 2.2 150 FTG T PE 0.0 18A 9.5 0.0 27.1 0.0 0.004 TL 19.00 PV Pipe: 34 7.5 1.598 PL 12.00 PF 0.0 12 9.5 0.0 27.7 0.0 1.2 150 FTG TR PE 0.0 19 9.5 0.0 27.7 0.0 0.002 TL 23.10 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 35 7.5 1.598 PL 23.00 PF 0.1 19 9.5 0.0 27.7 0.0 1.2 150 FTG TR PE 0.0 20 9.5 0.0 27.6 0.0 0.002 TL 34.10 PV Pipe: 36 6.5 1.598 PL 6.00 PF 0.0 20 9.5 0.0 27.6 0.0 1.0 150 FTG ---- PE 0.0 21 9.5 0.0 27.6 0.0 0.001 TL 6.00 PV Pipe: 37 6.5 1.598 PL 15.00 PF 0.0 21 9.5 0.0 27.6 0.0 1.0 150 FTG ---- PE 0.0 22 9.5 0.0 27.6 0.0 0.001 TL 15.00 PV Pipe: 38 6.5 1.598 PL 6.00 PF 0.0 22 9.5 0.0 27.6 0.0 1.0 150 FTG ---- PE 0.0 23 9.5 0.0 27.6 0.0 0.001 TL 6.00 PV Pipe: 39 7.5 1.598 PL 23.00 PF 0.1 23 9.5 0.0 27.6 0.0 1.2 150 FTG TR PE 0.0 15 9.5 0.0 27.5 0.0 0.002 TL 34.10 PV Pipe: 41 1.0 1.101 PL 3.00 PF 0.0 20 9.5 0.0 27.6 0.0 0.4 150 FTG T PE 0.0 24 9.5 0.0 27.6 0.0 0.000 TL 9.00 PV Pipe: 42 1.0 1.101 PL 1.00 PF 0.0 24 9.5 0.0 27.6 0.0 0.4 150 FTG ---- PE 0.0 25 9.5 0.0 27.6 0.0 0.000 TL 1.00 PV Pipe: 42A 1.0 1.101 PL 12.00 PF 0.0 25 9.5 0.0 27.6 0.0 0.4 150 FTG ---- PE 0.0 26 9.5 0.0 27.6 0.0 0.000 TL 12.00 PV Pipe: 43 1.0 1.101 PL 1.00 PF 0.0 26 9.5 0.0 27.6 0.0 0.4 150 FTG ---- PE 0.0 27 9.5 0.0 27.6 0.0 0.000 TL 1.00 PV Pipe: 44 1.0 1.101 PL 12.00 PF 0.0 27 9.5 0.0 27.6 0.0 0.4 150 FTG ---- PE 0.0 28 9.5 0.0 27.6 0.0 0.000 TL 12.00 PV Pipe: 45 1.0 1.101 PL 1.00 PF 0.0 28 9.5 0.0 27.6 0.0 0.4 150 FTG ---- PE 0.0 29 9.5 0.0 27.6 0.0 0.000 TL 1.00 PV Pipe: 46 1.0 1.101 PL 40.00 PF 0.0 29 9.5 0.0 27.6 0.0 0.4 150 FTG 6E2R PE 0.0 30 9.5 0.0 27.6 0.0 0.000 TL 58.40 PV Pipe: 47 1.0 1.101 PL 1.00 PF 0.0 30 9.5 0.0 27.6 0.0 0.4 150 FTG ---- PE 0.0 31 9.5 0.0 27.6 0.0 0.000 TL 1.00 PV Pipe: 48 1.0 1.101 PL 12.00 PF 0.0 31 9.5 0.0 27.6 0.0 0.4 150 FTG ---- PE 0.0 32 9.5 0.0 27.6 0.0 0.000 TL 12.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 49 1.0 1.101 PL 1.00 PF 0.0 32 9.5 0.0 27.6 0.0 0.4 150 FTG ---- PE 0.0 33 9.5 0.0 27.6 0.0 0.000 TL 1.00 PV Pipe: 50 1.0 1.101 PL 12.00 PF 0.0 33 9.5 0.0 27.6 0.0 0.4 150 FTG ---- PE 0.0 34 9.5 0.0 27.6 0.0 0.000 TL 12.00 PV Pipe: 51 1.0 1.101 PL 1.00 PF 0.0 34 9.5 0.0 27.6 0.0 0.4 150 FTG ---- PE 0.0 35 9.5 0.0 27.6 0.0 0.000 TL 1.00 PV Pipe: 52 1.0 1.101 PL 3.00 PF 0.0 35 9.5 0.0 27.6 0.0 0.4 150 FTG T PE 0.0 23 9.5 0.0 27.6 0.0 0.000 TL 9.00 PV Pipe: 53 0.0 1.101 PL 2.00 PF 0.0 24 9.5 0.0 27.6 0.0 0.0 150 FTG ET PE 0.2 201 9.0 0.0 27.8 0.0 0.000 TL 10.50 PV Pipe: 54 0.0 1.101 PL 3.00 PF 0.0 25 9.5 0.0 27.6 0.0 0.0 150 FTG T PE 0.0 202 9.5 0.0 27.6 0.0 0.000 TL 9.00 PV Pipe: 55 0.0 1.101 PL 2.00 PF 0.0 26 9.5 0.0 27.6 0.0 0.0 150 FTG ET PE 0.2 203 9.0 0.0 27.8 0.0 0.000 TL 10.50 PV Pipe: 56 0.0 1.101 PL 3.00 PF 0.0 27 9.5 0.0 27.6 0.0 0.0 150 FTG T PE 0.0 204 9.5 0.0 27.6 0.0 0.000 TL 9.00 PV Pipe: 57 0.0 1.101 PL 2.00 PF 0.0 28 9.5 0.0 27.6 0.0 0.0 150 FTG ET PE 0.2 205 9.0 0.0 27.8 0.0 0.000 TL 10.50 PV Pipe: 58 0.0 1.101 PL 3.00 PF 0.0 29 9.5 0.0 27.6 0.0 0.0 150 FTG T PE 0.0 206 9.5 0.0 27.6 0.0 0.000 TL 9.00 PV Pipe: 59 0.0 1.101 PL 3.00 PF 0.0 30 9.5 0.0 27.6 0.0 0.0 150 FTG T PE 0.0 207 9.5 0.0 27.6 0.0 0.000 TL 9.00 PV Pipe: 60 0.0 1.101 PL 2.00 PF 0.0 31 9.5 0.0 27.6 0.0 0.0 150 FTG ET PE 0.2 208 9.0 0.0 27.8 0.0 0.000 TL 10.50 PV Pipe: 61 0.0 1.101 PL 3.00 PF 0.0 32 9.5 0.0 27.6 0.0 0.0 150 FTG T PE 0.0 209 9.5 0.0 27.6 0.0 0.000 TL 9.00 PV Pipe: 62 0.0 1.101 PL 2.00 PF 0.0 33 9.5 0.0 27.6 0.0 0.0 150 FTG ET PE 0.2 210 9.0 0.0 27.8 0.0 0.000 TL 10.50 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) I-IW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 63 0.0 1.101 PL 3.00 PF 0.0 31 9.5 0.0 27.6 0.0 0.0 150 FTG T PE 0.0 211 9.5 0.0 27.6 0.0 0.000 TL 9.00 PV Pipe: 64 0.0 1.101 PL 2.00 PF 0.0 35 9.5 0.0 27.6 0.0 0.0 150 FTG ET PE 0.2 212 9.0 0.0 27.8 0.0 0.000 TL 10.50 PV Pipe: 65 3.6 2.003 PL 36.00 PF 0.0 12 9.5 0.0 27.7 0.0 0.4 150 FTG 3ET5R PE -2.0 P1 14.1 0.0 25.7 0.0 0.000 TL 85.10 PV Pipe: 66 3.6 2.203 PL 3.00 PF 0.0 P1 14.1 0.0 25.7 0.0 0.3 120 FTG ---- PE 0.0 P2 14.1 0.0 25.7 0.0 0.000 TL 3.00 PV Pipe: 67 1.5 1.728 PL 10.00 PF 0.0 P2 14.1 0.0 25.7 0.0 0.2 120 FTG ---- PE 0.0 P3 14.1 0.0 25.7 0.0 0.000 TL 10.00 PV Pipe: 68 1.5 1.728 PL 15.00 PF 0.0 P3 14.1 0.0 25.7 0.0 0.2 120 FTG ---- PE 0.0 P4 14.1 0.0 25.7 0.0 0.000 TL 15.00 PV Pipe: 69 1.5 1.728 PL 14.00 PF 0.0 P4 14.1 0.0 25.7 0.0 0.2 120 FTG L PE 0.0 P5 14.1 0.0 25.7 0.0 0.000 TL 16.82 PV Pipe: 70 1.6 1.728 PL 7.00 PF 0.0 P5 14.1 0.0 25.7 0.0 0.2 120 FTG ---- PE 0.0 P6 14.1 0.0 25.7 0.0 0.000 TL 7.00 PV Pipe: 72 1.6 1.728 PL 7.00 PF 0.0 P6 14.1 0.0 25.7 0.0 0.2 120 FTG ---- PH 0.0 P7 14.1 0.0 25.7 0.0 0.000 TL 7.00 PV Pipe: 73 1.5 1.728 PL 14.00 PF 0.0 P7 14.1 0.0 25.7 0.0 0.2 120 FTG L PE 0.0 P8 14.1 0.0 25.7 0.0 0.000 TL 16.82 PV Pipe: 74 1.5 1.728 PL 15.00 PF 0.0 P8 14.1 0.0 25.7 0.0 0.2 120 FTG ---- PE 0.0 P9 14.1 0.0 25.7 0.0 0.000 TL 15.00 PV Pipe: 75 1.5 1.728 PL 3.00 PF 0.0 P9 14.1 0.0 25.7 0.0 0.2 120 FTG ---- PE 0.0 P10 14.1 0.0 25.7 0.0 0.000 TL 3.00 PV Pipe: 76 3.6 2.203 PL 3.00 PF 0.0 P10 14.1 0.0 25.7 0.0 0.3 120 FTG ---- PE 0.0 P11 14.1 0.0 25.7 0.0 0.000 TL 3.00 PV Pipe: 76A 3.6 2.003 PL 34.00 PF 0.0 P11 14.1 0.0 25.7 0.0 0.4 150 FTG 2ET7R PE 2.0 13 9.5 0.0 27.7 0.0 0.000 TL 85.40 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 77 -2.1 1.728 PL 7.00 PF 0.0 P10 14.1 0.0 25.7 0.0 0.3 120 FTG T PS 0.0 P12 14.1 0.0 25.7 0.0 0.000 TL 18.29 PV Pipe: 78 -2.0 1.728 PL 14.00 PF 0.0 P12 14.1 0.0 25.7 0.0 0.3 120 FTG ---- PE 0.0 P13 14.1 0.0 25.7 0.0 0.000 TL 14.00 PV Pipe: 78A -2.1 1.728 PL 7.00 PF 0.0 P13 14.1 0.0 25.7 0.0 0.3 120 FTG T PE 0.0 P2 14.1 0.0 25.7 0.0 0.000 TL 18.29 PV Pipe: 79 0.1 1.090 PL 4.00 PF 0.0 P13 14.1 0.0 25.7 0.0 0.0 120 FTG ET PE -0.5 P14 15.2 0.0 25.2 0.0 0.000 TL 12.44 PV Pipe: 80 0.1 1.090 PL 8.00 PF 0.0 P14 15.2 0.0 25.2 0.0 0.0 120 FTG ---- PE 0.0 P15 15.2 0.0 25.2 0.0 0.000 TL 8.00 PV Pipe: 81 0.1 1.090 PL 9.00 PF 0.0 P15 15.2 0.0 25.2 0.0 0.0 120 FTG ---- PE CLO P16 15.2 0.0 25.2 0.0 0.000 TL 9.00 PV Pipe: 82 0.1 1.090 PL 9.00 PF 0.0 P16 15.2 0.0 25.2 0.0 0.0 120 FTG ---- PE 0.0 P17 15.2 0.0 25.2 0.0 0.000 TL 9.00 PV Pipe: 83 0.1 1.090 PL 7.00 PF 0.0 P17 15.2 0.0 25.2 0.0 0.0 120 FTG ET PE 0.5 P5 14.1 0.0 25.7 0.0 0.000 TL 15.44 PV Pipe: 84 -0.1 1.090 PL 4.00 PF 0.0 P12 14.1 0.0 25.7 0.0 0.0 120 FTG ET PE -0.5 P18 15.2 0.0 25.2 0.0 0.000 TL 12.44 PV Pipe: 85 -0.1 1.090 PL 8.00 PF 0..0 P18 15.2 0.0 25.2 0.0 0.0 120 FTG ---- PE 0.0 P19 15.2 0.0 25.2 0.0 0.000 TL 8.00 PV Pipe: 86 -0.1 1.090 PL 9.00 PF 0.0 P19 15.2 0.0 25.2 0.0 0.0 120 FTG ---- PE 0.0 P20 15.2 0.0 25.2 0.0 0.000 TL 900 PV Pipe: 87 -0.1 1.090 PL 9.00 PF 0.0 P20 15.2 0.0 25.2 0.0 0.0 120 FTG ---- PE 0.0 P21 15.2 0.0 25.2 0.0 0.000 TL 9.00 PV Pipe: 88 -0.1 1.090 PL 7.00 PF .0.0 P21 15.2 0.0 25.2 0.0 0.0 120 FTG ET PE .0.5 P7 14.1 0.0 25.7 0.0 0.000 TL 15.44 PV Pipe: 89 0.0 1.090 PL 2.00 PF 0.3 P3 14.1 0.0 25.7 0.0 0.0 120 FTG T PE 3.2 301 13.7 0.0 25.9 0.0 0.000 TL 8.03 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 90 0.0 1.090 PL 2.00 PF 0.0 P4 14.1 0.0 25.7 0.0 0.0 120 FTG T PE 0.2 302 13.7 0.0 25.9 0.0 0.000 TL 8.03 PV Pipe: 91 0.0 1.090 PL 2.00 PF 0.0 P6 14.1 0.0 25.7 0.0 0.0 120 FTG T PE 0.2 303 13.7 0.0 25.9 0.0 0.000 TL 8.03 PV Pipe: 92 0.0 1.090 PL 2.00 PF 0.0 P8 14.1 0.0 25.7 0.0 0.0 120 FTG T PE 0.2 304 13.7 0.0 25.9 0.0 0.000 TL 8.03 PV Pipe: 93 0.0 1.090 PL 2.00 PF 0.0 P9 14.1 0.0 25.7 0.0 0.0 120 FTG T PE 0.2 305 13.7 0.0 25.9 0.0 0.000 TL 8.03 PV Pipe: 93A 0.0 1.090 PL 4.00 PF 0.0 P14 15.2 0.0 25.2 0.0 0.0 120 FTG T PE 0.7 306 13.7 0.0 25.9 0.0 0.000 TL 10.03 PV Pipe: 93B 0.0 1.090 PL 4.00 PF 0.0 P15 15.2 0.0 25.2 0.0 0.0 120 FTG T PE 0.7 307 13.7 0.0 25.9 0.0 0.000 TL 10.03 PV Pipe: 93C 0.0 1.090 PL 4.00 PF 0.0 P16 15.2 0.0 25.2 0.0 0.0 120 FTG T PE 0.7 308 13.7 0.0 25.9 0.0 0.000 TL 10.03 PV Pipe: 93D 0.0 1.090 PL 4.00 PF 0.0 P17 15.2 0.0 25.2 0.0 0.0 120 FTG T PE 0.7 309 13.7 0.0 25.9 0.0 0.000 TL 10.03 PV Pipe: 93E 0.0 1.090 PL 4.00 PF 0.0 P18 15.2 0.0 25.2 0.0 0.0 120 FTG T PE 0.7 310 13.7 0.0 25.9 0.0 0.000 TL 10.03 PV Pipe: 93F 0.0 1.090 PL 4.00 PF 0.0 P19 15.2 0.0 25.2 0.0 0.0 120 FTG T PE 0.7 311 13.7 0.0 25.9 0.0 0.000 TL 10.03 PV Pipe: 93G 0.0 1.090 PL 4.00 PF 0.0 P20 15.2 0.0 25.2 0.0 0.0 120 FTG T PE 0.7 312 13.7 0.0 25.9 0.0 0.000 TL 10.03 PV Pipe: 93H 0.0 1.090 PL 4.00 PF 0.0 P21 15.2 0.0 25.2 0.0 0.0 120 FTG T PE 0.7 313 13.7 0.0 25.9 0.0 0.000 TL 10.03 PV Pipe: 94 40.2 1.598 PL 13.00 PF 0.7 6A 9.5 0.0 28.8 0.0 6.4 150 FTG E PE -5.4 6B 22.0 0.0 22.7 0.0 0.040 TL 17.00 PV Pipe: 95 20.4 1.598 PL 13.00 PF 0.2 bA 9.5 0.0 27.7 0.0 3.3 150 FTG E PE -5.4 103 22.0 0.0 22.1 0.0 0.011 TL 17.00 PV PIPE TAG C(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI Pipe: 96 21.5 1.598 PL 13.00 PF 0.2 18A 9.5 0.0 27.1 0.0 3.4 150 FTG E PE -5.4 18B 22.0 0.0 21.5 0.0 0.013 TL 17.00 PV Pipe: 96A 40.2 1.598 PL 2.00 PF 0.2 63 22.0 0.0 22.7 0.0 6.4 150 FTG E PE ':.o 6C 22.0 0.0 22.4 0.0 0.040 TL 6.00 PV Pipe: 97 9.5 1.394 PL 2.00 PF 0.1 6C 22.0 0.0 22.4 0.0 2.0 150 FTG T PE 0.0 52 22.0 0.0 22.4 0.0 0.005 TL 9.30 PV Pipe: 98 5.1 1.394 PL 16.00 PF 0.0 52 22.0 0.0 22.4 0.0 1.1 150 FTG R PE 0.0 53 22.0 0.0 22.4 0.0 0.002 TL 18.30 PV Pipe: 99 30.7 1.394 PL 9.00 PF 0.8 6C 22.0 0.0 22.4 0.0 6.5 150 FTG T PE 0.0 54 22.0 0.0 21.7 0.0 0.048 TL 16.30 PV Pipe: 100 18.6 1.394 PL 24.00 PF 0.5 54 22.0 0.0 21.7 0.0 3.9 150 FTG 2R PE 0.0 55 22.0 0.0 21.1 0.0 0.019 TL 28.60 PV Pipe: 101 18.6 1.394 PL 16.00 PF 0.5 55 22.0 0.0 21.1 0.0 3.9 150 FTG T2R PE 0.0 56 22.0 0.0 20.6 0.0 0.019 TL 27.90 PV Pipe: 102 5.7 1.394 PL 5.00 PF 0.0 56 22.0 0.0 20.6 0.0 1.2 150 FTG ---- PE 0.0 57 22.0 0.0 20.6 0.0 0.002 TL 5.00 PV Pipe: 103 15.6 1.394 PL 5.00 PF 0.1 57 22.0 0.0 20.6 0.0 3.3 150 FTG ---- PE 0.0 58 22.0 0.0 20.5 0.0 0.014 TL 5.00 PV Pipe: 104 2.8 1.394 PL 5.00 PF 0.0 58 22.0 0.0 20.5 0.0 0.6 150 FTG ---- PE 0.0 59 22.0 0.0 20.5 0.0 0.001 TL 5.00 PV Pipe: 105 -14.5 1.394 PL 11.00 PF 0.2 59 22.0 0.0 20.5 0.0 3.0 150 FTG T PE 0.0 60 22.0 0.0 20.7 0.0 0.012 TL 18.30 PV Pipe: 106 12.1 1.394 PL 21.00 PF 0:.3 54 22.0 0.0 21.7 0.0 2.5 150 FTG T2R PE 0.0 61 22.0 0.0 21.4 0.0 0.008 TL 32.90 PV Pipe: 107 9.9 1.101 PL 24.00 PF 0.8 61 22.0 0.0 21.4 0.0 3.3 150 FTG 2T4R PE 0.0 57 22.0 0.0 20.6 0.0 0.019 TL 42.80 PV Pipe: 108 2.1 1.394 PL 21.00 PF (•Q 61 22.0 0.0 21.4 0.0 0.5 150 FTG R PE (.0 62 22.0 0.0 21.4 0.0 0.000 TL 23.30 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 109 -16.6 1.394 PL 6.00 PF 0.2 62 22.0 0.0 21.4 0.0 3.5 150 FTG TR PE 0.0 62A 22.0 0.0 21.6 0.0 0.015 TL 15.60 PV Pipe: 110 -5.7 1.394 FL 15.00 PF 0.0 62A 22.0 0.0 21.6 0.0 1.2 150 FTG T PE 0.0 63 22.0 0.0 21.7 0.0 0.002 TL 22.30 PV Pipe: 111 -11.1 1.394 PL 5.00 PF 0.0 63 22.0 0.0 21.7 0.0 2.3 150 FTG ---- FE 0.0 64 22.0 0.0 21.7 0.0 0.007 TL 5.00 PV Pipe: 112 -18.9 1.394 FL 14.00 PF 0.3 64 22.0 0.0 21.7 0.0 4.0 150 FTG R FE 0.0 1OC 22.0 0.0 22.0 0.0 0.019 TL 16.30 PV Pipe: 113 -16.7 1.598 PL 3.00 PF 0.1 bC 22.0 0.0 22.0 0.0 2.7 150 FTG ET PE 0.0 lOB 22.0 0.0 22.1 0.0 0.008 TL 15.40 PV Pipe: 114 18.8 1.394 FL 24.00 PF 0.6 62 22.0 0.0 21.4 0.0 3.9 150 FTG TR PE 0.0 60 22.0 0.0 20.7 0.0 0.019 TL 33.60 PV Pipe: 115 4.3 1.394 FL 43.00 PF 0.1 60 22.0 0.0 20.7 0.0 0.9 150 FTG 2R FE 0.0 60A 22.0 0.0 20.7 0.0 0.001 TL 47.60 PV Pipe: 116 -7.9 1.101 PL 12.00 FE' 0.2 60A 22.0 0.0 20.7 0.0 2.7 150 FTG TR PE 0.0 89A 22.0 0.0 20.9 0.0 0.012 TL 19.70 PV Pipe: 117 12.2 1.394 PL 26.00 PF 0.3 60A 22.0 0.0 20.7 0.0 2.6 150 FTG 2R PE 0.0 60B 22.0 0.0 20.4 0.0 0.009 TL 30.60 PV Pipe: 118 20.8 1.101 FL 9.00 FE' 1.1 60B 22.0 0.0 20.4 0.0 7.0 150 FTG T FE 0.0 80D 22.0 0.0 19.3 0.0 0.073 TL 15.00 FV Pipe: 119 -8.6 1.394 PL 42.00 PF 0.2 60B 22.0 0.0 20.4 0.0 1.8 150 FTG 2R FE 0.0 60C 22.0 0.0 20.6 0.0 0.005 TL 46.60 PV Pipe: 120 -8.1 1.101 FL 12.00 PF 0.2 60C 22.0 0.0 20.6 0.0 2.7 150 FTG T FE 0.0 95 22.0 0.0 20.9 0.0 0.013 TL 18.00 PV Pipe: 121 -0.5 1.394 FL 5.00 PF 0.0 60C 22.0 0.0 20.6 0.0 0.1 150 FTG ---- PE 0.0 76 22.0 0.0 20.6 0.0 0.000 TL 5.00 PV Pipe: 122 10.3 1.101 PL 11.00 PF 0.3 76 22.0 0.0 20.6 0.0 3.5 150 FTG T FE 0.0 79A 22.0 0.0 20.3 0.0 0.020 TL 17.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 123 -10.8 1.394 PL 40.00 PF 0.4 76 22.0 0.0 20.6 0.0 2.3 150 FTG 7R PE 0.0 77 22.0 0.0 21.0 0.0 0.007 TL 56.10 PV Pipe: 124 3.9 1.101 PL 13.00 PF 0.1 77 22.0 0.0 21.0 0.0 1.3 150 FTG T2R PE 0.0 78 22.0 0.0 20.9 0.0 0.003 TL 22.40 PV Pipe: 125 -18.6 1.394 PL 7.00 PF 0.3 77 22.0 0.0 21.0 0.0 3.9 150 FTG T PE 0.0 18C 22.0 0.0 21.3 0.0 0.019 TL 14.30 PV Pipe: 126 -21.5 1.598 PL 7.00 PF 0.2 18C 22.0 0.0 21.3 0.0 3.4 150 FTG TR PE 0.0 18B 22.0 0.0 21.5 0.0 0.013 TL 18.10 PV Pipe: 127 3.6 1.101 PL 9.00 PF 0.0 lOB 22.0 0.0 22.1 0.0 1.2 150 FTG T PE 0.0 65A 22.0 0.0 22.1 0.0 0.003 TL 15.00 PV Pipe: 128 -2.1 1.101 PL 37.00 PF 0.1 1OC 22.0 0.0 22.0 0.0 0.7 150 FTG ET4R PE 0.0 65 22.0 0.0 22.1 0.0 0.001 TL 52.30 PV Pipe: 129 -0.7 1.101 PL 6.00 PF 0.0 65 22.0 0.0 22.1 0.0 0.2 150 FTG ---- PE 0.0 66 22.0 0.0 22.1 0.0 0.000 TL 6.00 PV Pipe: 130 -1.2 1.101 PL 11.00 PF 0.0 66 22.0 0.0 22.1 0.0 0.4 150 FTG 2R PE 0.0 67 22.0 0.0 22.1 0.0 0.000 TL 14.40 PV Pipe: 131 -1.2 1.101 PL 34.00 PF 0.0 67 22.0 0.0 22.1 0.0 0.4 150 FTG E2R PE 0.0 68 22.0 0.0 22.1 0.0 0.000 TL 39.90 PV Pipe: 132 -1.2 1.101 PL 31.00 PF 0.0 68 22.0 0.0 22.1 0.0 0.4 150 FTG R PE 0.0 69 22.0 0.0 22.1 0.0 0.000 TL 32.70 PV Pipe: 133 3.2 1.101 PL 6.00 PF 0.0 69 22.0 0.0 22.1 0.0 1.1 150 FTG ER PE 0.0 69A 22.0 0.0 22.1 0.0 0.002 TL 10.20 PV Pipe: 134 3.2 1.101 PL 5.00 PF 0.0 69A 22.0 0.0 22.1 0.0 1.1 150 FTG ---- PE 0.0 71 22.0 0.0 22.1 0.0 0.002 TL 5.00 PV Pipe: 135 0.4 1.101 PL 37.00 PF 0.0 66 22.0 0.0 22.1 0.0 0.2 150 FTG T2R PE 0.0 70 22.0 0.0 22.1 0.0 0.000 TL 46.40 PV Pipe: 136 0.4 1.101 PL 28.00 PF 0.0 70 22.0 0.0 22.1 0.0 0.2 150 FTG 2R PE 0.0 71 22.0 0.0 22.1 0.0 0.000 TL 31.40 PV I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 137 3.6 1.101 PL 5.00 PF 0.0 71 22.0 0.0 22.1 0.0 1.2 150 FTG T PE 0.0 74 22.0 0.0 22.0 0.0 0.003 TL 11.00 PV Pipe: 138 -1.4 1.101 PL 27.00 PF 0.0 65 22.0 0.0 22.1 0.0 0.5 150 FTG T5R PE 0.0 65A 22.0 0.0 22.1 0.0 0.001 TL 41.50 PV Pipe: 139 2.2 1.101 PL 7.00 PF 0.0 65A 22.0 0.0 22.1 0.0 0.7 150 FTG T PE 0.0 72 22.0 0.0 22.1 0.0 0.001 TL 13.00 PV Pipe: 140 2.2 1.101 PL 8.00 PF 0.0 72 22.0 0.0 22.1 0.0 0.7 150 FTG ---- PE 0.0 73 22.0 0.0 22.1 0.0 0.001 TL 8.00 PV Pipe: 141 2.2 1.101 PL 24.00 PF 0.0 73 22.0 0.0 22.1 0.0 0.7 150 FTG 3R PE 0.0 74 22.0 0.0 22.0 0.0 0.001 TL 29.10 PV Pipe: 142 5.8 1.101 PL 6.00 PF 0.1 74 22.0 0.0 22.0 0.0 2.0 150 FTG T PE 0.0 75 22.0 0.0 22.0 0.0 0.007 TL 12.00 PV Pipe: 143 -4.4 1.101 PL 56.00 PF 0.3 69 22.0 0.0 22.1 0.0 1.5 150 FTG 2T2R PE 0.0 52 22.0 0.0 22.4 0.0 0.004 TL 71.40 PV Pipe: 144 -5.1 1.101 PL 56.00 PF 0.4 75 22.0 0.0 22.0 0.0 1.7 150 FTG ET6R PE 0.0 53 22.0 0.0 22.4 0.0 0.005 TL 74.70 PV Pipe: 145 11.0 1.101 PL 10.00 PF 0.3 75 22.0 0.0 22.0 0.0 3.7 150 FTG 2E PE 0.0 62A 22.0 0.0 21.6 0.0 0.022 TL 15.00 PV Pipe: 146 0.0 1.101 PL 3.00 PF 0.0 68 22.0 0.0 22.1 0.0 0.0 150 FTG ET PE 0.3 401 21.2 0.0 22.4 0.0 0.000 TL 11.50 PV Pipe: 147 0.0 1.101 PL 2.00 PF 0.0 70 22.0 0.0 22.1 0.0 0.0 150 FTG T PE 0.3 402 21.2 0.0 22.4 0.0 0.000 TL 8.00 PV Pipe: 148 0.0 1.101 PL 3.00 PF 0.0 72 22.0 0.0 22.1 0.0 0.0 150 FTG T PE 0.8 403 20.2 0.0 22.8 0.0 0.000 TL 9.00 PV Pipe: 149 0.0 1.101 PL 3.00 PF 0.0 73 22.0 0.0 22.1 0.0 0.0 150 FTG T PE 0.8 404 20.2 0.0 22.8 0.0 0.000 TL 9.00 PV Pipe: 150 5.5 1.101 PL 71.00 PF 0.6 63 22.0 0.0 21.7 0.0 1.8 150 FTG T9R PE 0.0 89 22.0 0.0 21.1 0.0 0.006 TL 92.30 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 151 7.8 1.101 PL 20.00 PF C.3 64 22.0 0.0 21.7 0.0 2.6 150 FTG TR PE C.0 87 22.0 0.0 21.4 0.0 0.012 TL 27.70 PV Pipe: 152 4.3 1.101 PL 52.00 PF C.2 87 22.0 0.0 21.4 0.0 1.4 150 FTG 4R PE 0.0 90 22.0 0.0 21.1 0.0 0.004 TL 58.80 PV Pipe: 153 3.5 1.101 PL 11.00 PF 0.0 87 22.0 0.0 21.4 0.0 1.2 150 FTG TR PE 0.0 88 22.0 0.0 21.3 0.0 0.003 TL 18.70 PV Pipe: 154 3.5 1.101 PL 52.00 PF 0.2 88 22.0 0.0 21.3 0.0 1.2 150 FTG T3R PE 0.0 92 22.0 0.0 21.2 0.0 0.003 TL 63.10 PV Pipe: 155 -4.3 1.101 PL 5.00 PF 0.0 89 22.0 0.0 21.1 0.0 1.4 150 FTG T PE 0.0 90 22.0 0.0 21.1 0.0 0.004 TL 11.00 PV Pipe: 156 0.0 1.101 PL 2.00 PF 0.0 90 22.0 0.0 21.1 0.0 0.0 150 FTG T PE 0.0 91 22.0 0.0 21.1 0.0 0.000 TL 8.00 PV Pipe: 157 -2.1 1.101 PL 9.00 PF 0.0 91 22.0 0.0 21.1 0.0 0.7 150 FTG T PE 0.0 92 22.0 0.0 21.2 0.0 0.001 TL 15.00 PV Pipe: 158 9.8 1.101 PL 4.00 PF 0.2 89 22.0 0.0 21.1 0.0 3.3 150 FTG T PE 0.0 89A 22.0 0.0 20.9 0.0 0.018 TL 10.00 PV Pipe: 159 1.8 1.101 PL 26.00 PF 0.0 89A 22.0 0.0 20.9 0.0 0.6 150 FTG T PE 0.0 93 22.0 0.0 20.9 0.0 0.001 TL 32.00 PV Pipe: 160 1.8 1.101 PL 15.00 PF 0.0 93 22.0 0.0 20.9 0.0 0.6 150 FTG ---- PE 0.0 94 22.0 0.0 20.9 0.0 0.001 TL 15.00 PV Pipe: 161 1.8 1.101 PL 25.00 PF 0.0 94 22.0 0.0 20.9 0.0 0.6 150 FTG R PE 0.0 95 22.0 0.0 20.9 0.0 0.001 TL 26.70 PV Pipe: 162 2.1 1.101 PL 29.00 PF 0.0 91 22.0 0.0 21.1 0.0 0.7 150 FTG TR PE 0.0 96 22.0 0.0 21.1 0.0 0.001 TL 36.70 PV Pipe: 163 2.1 1.101 PL 15.00 PF 0.0 96 22.0 0.0 21.1 0.0 0.7 150 FTG 2TR PE 0.0 97 22.0 0.0 21.1 0.0 0.001 TL 28.70 PV Pipe: 164 2.1 1.101 PL 25.00 PF 0.0 97 22.0 0.0 21.1 0.0 0.7 150 FTG R PE 0.10 98 22.0 0.0 21.0 0.0 0.001 TL 26.70 PV It PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 165 6.3 1.101 PL 10.00 PF 0.2 98 22.0 0.0 21.0 0.0 2.1 150 FTG 2TR PE 0.0 95 22.0 0.0 20.9 0.0 0.008 TL 23.70 PV Pipe: 166 1.4 1.101 PL 33.00 PF 0.0 92 22.0 0.0 21.2 0.0 0.5 150 FTG 2TR PE 0.0 99 22.0 0.0 21.1 0.0 0.000 TL 46.70 PV Pipe: 167 1.4 1.101 PL 8.00 PF 0.0 99 22.0 0.0 21.1 0.0 0.5 150 FTG ---- PE 0.0 100 22.0 0.0 21.1 0.0 0.000 TL 8.00 PV Pipe: 168 1.4 1.101 PL 8.00 PF 0.0 100 22.0 0.0 21.1 0.0 0.5 150 FTG ---- PE 0.0 Xl 22.0 0.0 21.1 0.0 0.000 TL 8.00 PV Pipe: 169 1.4 1.101 PL 30.00 PF 0.0 Xl 22.0 0.0 21.1 0.0 0.5 150 FTG 2E PE 0.0 X2 22.0 0.0 21.1 0.0 0.000 TL 35.00 PV Pipe: 170 4.2 1.101 PL 8.00 PF 0.1 X2 22.0 0.0 21.1 0.0 1.4 150 FTG TR PE 0.0 98 22.0 0.0 21.0 0.0 0.004 TL 15.70 PV Pipe: 171 -2.8 1.101 PL 49.00 PF 0.1 X2 22.0 0.0 21.1 0.0 1.0 150 FTG ET5R PE 0.0 X3 22.0 0.0 21.2 0.0 0.002 TL 66.00 PV Pipe: 172 -2.8 1.101 PL 12.00 PF 0.0 X3 22.0 0.0 21.2 0.0 1.0 150 FTG T2R PE 0.0 X4 22.0 0.0 21.3 0.0 0.002 TL 21.40 PV Pipe: 173 -2.8 1.101 PL 5.00 PF 0.0 X4 22.0 0.0 21.3 0.0 1.0 150 FTG R PE 0.0 18C 22.0 0.0 21.3 0.0 0.002 TL 6.70 PV Pipe: 174 0.0 1.101 PL 8.00 PF 0.0 100 22.0 0.0 21.1 0.0 0.0 150 FTG T PE 0.0 X5 22.0 0.0 21.1 0.0 0.000 TL 14.00 PV Pipe: 175 0.0 1.101 PL 2.00 PF 0.0 93 22.0 0.0 20.9 0.0 0.0 150 FTG T PE 0.3 501 21.2 0.0 21.2 0.0 0.000 TL 8.00 PV Pipe: 176 0.0 1.101 PL 2.00 PF 0.0 94 22.0 0.0 20.9 0.0 0.0 150 FTG T PE 0.3 502 21.2 0.0 21.2 0.0 0.000 TL 8.00 PV Pipe: 177 0.0 1.101 PL 2.00 PF 0.0 96 22.0 0.0 21.1 0.0 0.0 150 FTG T PE 0.3 503 21.2 0.0 21.4 0.0 0.000 TL 8.00 PV Pipe: 178 0.0 1.101 PL 2.00 PF 0.0 97 22.0 0.0 21.1 0.0 0.0 150 FTG T PE 0.3 504 21.2 0.0 21.4 0.0 0.000 TL 8.00 PV I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SU4. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 179 0.0 1.101 PL 2.00 PF 0.0 99 22.0 0.0 21.1 0.0 0.0 150 FTG PE 0.3 505 21.2 0.0 21.5 0.0 0.000 TL 8.00 PV Pipe: 180 0.0 1.101 PL 10.00 PF 0.0 X5 22.0 0.0 21.1 0.0 0.0 150 FTG ET PE 0.3 507 21.2 0.0 21.5 0.0 0.000 TL 18.50 PV Pipe: 181 0.0 1.101 PL 10.00 PF 0.0 X5 22.0 0.0 21.1 0.0 0.0 150 FTG ET PE 0.3 508 21.2 0.0 21.5 0.0 0.000 TL 18.50 PV Pipe: 182 0.0 1.101 PL 2.00 PF 0.0 Xl 22.0 0.0 21.1 0.0 0.0 150 FTG T PE 0.3 506 21.2 0.0 21.5 0.0 0.000 TL 8.00 PV Pipe: 183 3.9 1.101 PL 13.00 PF 0.1 77 22.0 0.0 21.0 0.0 1.3 150 FTG T2R PE 0.0 78 22.0 0.0 20.9 0.0 0.003 TL 22.40 PV Pipe: 184 7.9 1.101 PL 43.00 PF 0. 78 22.0 0.0 20.9 0.0 2.6 150 FTG 2E7 PE 0.0 79 22.0 0.0 20.3 0.0 0.012 TL 54.00 PV Pipe: 185 -1.3 1.101 PL 6.00 PF 0.0 79 22.0 0.0 20.3 0.0 0.5 150 FTG T PE 0,0 79A 22.0 0.0 20.3 0.0 0.000 TL 12.00 PV Pipe: 186 9.2 1.101 PL 10.00 PF 0.3 79 22.0 0.0 20.3 0.0 3.1 150 FTG T PE 0.0 80 22.0 0.0 20.0 0.0 0.016 TL 16.00 PV Pipe: 187 9.2 1.101 PL 47.00 PF 0.8 80 22.0 0.0 20.0 0.0 3.1 150 FTG E PE 0.0 80A 22.0 0.0 19.2 0.0 0.016 TL 49.50 PV Pipe: 188 8.9 1.101 PL 47.00 PF 1.0 79A 22.0 0.0 20.3 0.0 3.0 150 FTG T6R PE 0.0 80C 22.0 0.0 19.3 0.0 0.015 TL 63.20 PV Pipe: 189 1.4 1.101 PL 10.00 PF D.0 80A 22.0 0.0 19.2 0.0 0.5 150 FTG T PE D.0 80B 22.0 0.0 19.2 0.0 0.000 TL 16.00 PV Pipe: 190 -6.9 1.101 PL 5.00 PF 3.1 80B 22.0 0.0 19.2 0.0 2.3 150 FTG T PE 0.0 80C 22.0 0.0 19.3 0.0 0.009 TL 11.00 PV Pipe: 191 2.1 1.101 PL 3.00 PF 3.0 80C 22.0 0.0 19.3 0.0 0.7 150 FTG T PE 3.0 80D 22.0 0.0 19.3 0.0 0.001 TL 9.00 PV Pipe: 192 7.8 1.101 PL 23.00 PF 3.4 80A 22.0 0.0 19.2 0.0 2.6 150 FTG TR PE 3.0 81 22.0 0.0 18.9 0.0 0.012 TL 30.70 PV 4 . PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 193 -13.0 1.101 PL 46.00 PF 1.7 81 22.0 0.0 18.9 0.0 4.4 150 FTG T3R PE 0.0 56 22.0 0.0 20.6 0.0 0.031 TL 57.10 PV Pipe: 194 8.2 1.101 PL 23.00 PF 0.4 80B 22.0 0.0 19.2 0.0 2.8 150 FTG TR PE 0.0 85 22.0 0.0 18.8 0.0 0.013 TL 30.70 PV Pipe: 195 -12.8 1.101 PL 46.00 PF 1.7 85 22.0 0.0 18.8 0.0 4.3 150 FTG T3R PE 0.0 58 22.0 0.0 20.5 0.0 0.030 TL 57.10 PV Pipe: 196 22.9 1.101 PL 18.00 PF 2.5 80D 22.0 0.0 19.3 0.0 7.7 150 FTG T3R PE 0.0 82 22.0 0.0 16.8 0.0 0.087 TL 29.10 PV Pipe: 197 2.8 1.101 PL 8.00 PF 0.0 82 22.0 0.0 16.8 0.0 0.9 150 FTG ---- PE 0.0 83 22.0 0.0 16.8 0.0 0.002 TL 8.00 PV Pipe: 198 -17.2 1.101 PL 50.00 PF 3.8 83 22.0 0.0 16.8 0.0 5.8 150 FTG 2ET7R PE 0.0 59 22.0 0.0 20.5 0.0 0.052 TL 72.90 PV Pipe: 199 20.1 1.101 PL 3.00 PF 0.6 82 22.0 0.0 16.8 0.0 6.8 150 FTG T PE 0.8 601 20.2 4.9 16.9 20.1 0.069 TL 9.00 PV Pipe: 200 20.0 1.101 PL 4.00 PF 0.9 83 22.0 0.0 16.8 0.0 6.7 150 FTG ET PE 0.8 602 20.2 4.9 16.7 20.0 0.068 TL 12.50 PV Pipe: 201 21.1 1.101 PL 2.00 PF 0.6 85 22.0 0.0 18.8 0.0 7.1 150 FTG T PE 0.3 603 21.3 4.9 18.5 21.1 0.075 TL 8.00 PV Pipe: 202 20.8 1.101 PL 7.00 PF 1.1 81 22.0 0.0 18.9 0.0 7.0 150 FTG ET PE 0.3 604 21.3 4.9 18.0 20.8 0.073 TL 15.50 PV NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2019) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.066 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 7.7 ft/sec at pipe 196. Items listed in bold print on the cover sheet are automatically transferred from the calculation report.. Available pressure at source node SRC under full flow conditions is 117.86 psi with a flow of 258.19 gpm. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45E11 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 7.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45E11 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 10.CO 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 9.790 30.00 68.00 22.00 74.00 26.00 7.00 68.00 15.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45Ell 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.:1 11.29 2.82 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 3.41 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 1E.65 4.67 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 2.87 6.97 PAGE: 0 MATERIAL: Eddythread 40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Eli Tee LngEii ChkViv BfyViv GatViv AimChk 1.090 2.41 6.03 2.41 6.03 7.23 1.21 12.05 D N DPViv NPTee 2.41 6.03 WATER SUPPLY ANALYSIS Static: 118.00 psi Resid: 95.40 psi Flow: 4025.0 gpm 140.0 LEGEND G A U G E 84.0 P R E S S 56.0 U R 2A E 1 j Available pressure 117.3 psi @ 182.0 gpm 2 Required pressure 43.84 psi @ 182.0 gpm A Avail. CnSite Demand Press. 117.3 psi @ 82.0 gpm A j Req. OnSite Demand Press. 43.84 psi @ 82.0 gpm Source Supply Curve System Demand Curve Available at Source p 28.0 5 i 10015002000 2500 3000 3500 4000 4500 5000 FLOW (GPM) (1) On Site pressures are based on hose stream deduction at the source WATER SUPPLY CURVE 120+ 0\ I \\ I \\ 110+ \\ I \\ \\ I \\ 100+ \\ \\ I * <-95.4 psi 8 4025 gpm I Flow Test Point 90+ P 80+ R E I S S 70+ U I R I E I 60+ P I S I I 50X 40+ 30+ 20+ LEGEND I, I X = Required Water Supply 48.84 psi @ 182.0 gpm 10+ 0 = Available Water Supply I 117.93 psi @ 182.0 gpm 'I + ------+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Alternative Fire Protection Services Phone: (951) 245-7111 *Design Fabrication, Installation, Service, and Inspections* 28701 Highway 74 Fax: (951) 245-7222 Lake Elsinore, CA 92532 www.alternativefire.com C-16 941639 HYDRAULIC CALCULATIONS FOR OAKMONT, CARLSBAD - MEMORY CARE 2560 FARADAY AVE CARLSBAD, CA 92008 DESIGN AREA-2 (REv14) (1ST FLR DINING) FILE No: CARLSBAD AREA-2.SDF DATE: 09/21/21 - DESIGN DATA - NFPA EDITION USED: OCCUPANCY CLASSIFICATION: DESIGN DENSITY: MAXIMUM COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS FLOWING: END HEAD REQUIREMENT: SPRINKLER FLOW & PRESSURE REQUIRED AT BASE OF RISER: HOSE ALLOWANCE TOTAL FIRE FLOW REQUIRED: FIRE SPRINKLER K-FACTOR: FIRE SPRINKLER TEMPERATURE: FIRE SPRINKLER MANUFACTURER & MODEL: FIRE SPRINKLER SERIAL NUMBER (SIN): DESIGN / LAYOUT BY: AUTHORITY HAVING JURISDICTION (AHJ): 2016 NFPA 13 LIGHT HAZARD .10/1050 ft2 Remote Area Reduced per NFPA 13, 11.2.3.2.3.1 195 sq ft (13'-0" x 15'-0") 12 15.0 gpm @ 7.2 psi @ HEAD 211 207.9 gpm @ 53.7 psi @ NODE BOR2 100 gpm 307.9 gpm @ 70.2 psi @ NODE SRC 5.6K 155° TYCO TY-FRB TY3231 (PEND) & TY5131 (HSW) ALTERNATIVE FIRE PROTECTION SERVICES CARLSBAD FIRE DEPT WATER FLOW AVAILABILITY DATA: STATIC: 132 psi (Reduced 10% to 118 psi) RESIDUAL: 106 psi (Reduced 10% to 95.4 psi) FLOW: 4025 gpm @ 106 psi WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 118.0 95.4 4025.0 117.8 307.9 70.2 Available pressure is 47.7 psi (40%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 307.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 207.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 70.2 207.9 DIP -3.0 - - - - 70.1 - - - RPIN 3.0 - - - - 67.5 - - - RPOUT 3.0 - - - - 55.5 PVC -3.0 - - - - 58.1 - - - A -3.0 - - - - 58.1 - - - B -3.0 - - - - 58.1 - - - C -3.0 - - - - 58.1 - - - SWP -3.0 - - - - 57.4 - - - MAN 1.0 - - - - 55.4 - - - BOR2 4.0 - - - - 53.7 - - - TOR2 10.5 - - - - 46.1 - - - 1R 9.5 - - - - 45.5 - - - 2 9.5 - - - - 39.3 - - - 3 9.5 - - - - 39.2 - - - 6A 9.5 - - - - 38.6 - - - 6B 22.0 - - - - 31.0 - - - 2-0 22.0 - - - - 30.2 - - - 7 9.5 - - - - 30.8 - - - 8 9.5 - - - - 30.7 - - - 8A 9.5 - - - - 30.6 - - - 83 9.5 - - - - 30.6 - - - 9 9.5 - - - - 30.6 - - - bA 9.5 - - - - 30.7 - - - lOB 22.0 - - - - 25.4 - - - 2-13 22.0 - - - - 25.5 - - - 12 9.5 - - - - 23.0 - - - 13 9.5 - - - - 22.6 - - - 14 9.5 - -. - - 21.6 - - - 15 9.5 - - - - 21.0 - - - 16 9.5 - - - - 22.0 - - - 17 9.5 - - - - 22.3 - - - 18 9.5 - - - - 22.3 - - - 18A 9.5 - - - - 22.8 - - - 183 22.0 - - - - 18.8 - - - 2-51 22.0 - - - - 20.4 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT (PSI) (GPM) 19 9.5 - - - - 20.9 - - - 19A 9.5 - - - - 23.5 - - - 19B 9.5 - - - - 23.8 - - - 20 9.5 - - - - 13.0 - - - 21 9.5 - - - - 12.9 - - - 22 9.5 - - - - 12.9 - - - 23 9.5 - - - - 13.0 - - - 24 9.5 - - - - 11.2 - - - 25 9.5 - - - - 10.7 - - - 26 9.5 - - - - 7.8 - - - 27 9.5 - - - - 10.4 - - - 28 9.5 - - - - 10.3 - - - 29 9.5 - - - - 10.3 - - - 30 9.5 - - - - 10.4 - - 31 9.5 - - - - 10.8 - - - 32 9.5 - - - - 7.9 - - - 33 9.5 - - - - 11.2 - - - 21 14. - - - - 20.9 - - - 22 14. - - - - 20.9 - - - ?3 14. - - - - 20.9 - - - 24 14.1 - - - - 20.9 - - - ?5 14.: - - - - 20.9 - - - ?6 14.1 - - - - 20.9 - - - P7 14.. - - - - 20.9 - - - P8 14. - - - - 20.9 - - - P9 14. - - - - 20.9 - - - P10 14.1 - - - - 20.9 - - - P11 14.1 - - - - 20.9 - - - P12 14.1 - - - - 20.9 - - - P13 14.1 - - - - 20.9 - - - P14 15.2 - - - - 20.4 - - - P15 15.2 - - - - 20.4 - - - P16 15.2 - - - - 20.3 - - - P17 15.2 - - - - 20.3 - - - P18 15.2 - - - - 20.2 - - - 2-1 22.3 - - - - 30.1 - - - 2-2 22.3 - - - - 29.9 - - - 2-3 22.3 - - - - 28.6 - - - 2-4 22.3 - - - - 27.9 - - - 2-5 22.3 - - - - 26.0 - - - 2-6 22.3 - - - - 25.9 - - - 2-7 22.3 - - - - 25.6 - - - 2-8 22.3 - - - - 25.4 - - - 2-26 22.0 - - - - 25.2 - - - 2-28 22.0 - - - - 24.6 - - - 2-29 22.0 - - - - 24.3 - - - 2-9 22.:0 - - - - 26.7 - - - 2-10 22.0 - - - - 25.5 - - - 2-11 22.0 - - - - 25.5 - - - 2-12 22.0 - - - - 25.5 - - - 2-14 22.0 - - - - 28.6 - - - 2-15 22.0 - - - - 28.8 - - - 2-16 22.0 - - - - 28.9 - - - 2-17 22.0 - - - - 29.1 - - - 2-18 22.0 - - - - 29.3 - - - 2-19 22.0 - - - - 29.4 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 2-20 22.0 - - - - 29.1 - - - 2-21 22.0 - - - - 29.4 - - - 2-22 22.0 - - - - 29.0 - - - 2-23 22.0 - - - - 29.1 - - - 2-24 22.0 - - - - 29.4 - - - 2-25 22.0 - - - - 29.5 - - - 2-52 22.0 - - - - 21.5 - - - 2-53 22.0 - - - - 21.9 - - - 2-54 22.0 - - - - 23.3 - - - 2-55 22.0 - - - - 23.3 - - - 2-56 22.0 - - - - 23.2 - - - 2-57 22.0 - - - - 23.6 - - - 2-58 22.0 - - - - 24.5 - - - 2-59 22.0 - - - - 24.5 - - - 2-60 22.0 - - - - 24.5 - - - 2-61 22.0 - - - - 24.5 - - - 2-62 22.0 - - - - 25.0 - - - 2-63 22.0 - - - - 24.7 - - - 2-64 22.0 - - - - 24.8 - - - 2-65 22.0 - - - - 24.8 - - - 2-31 22.0 - - - - 24.9 - - - 2-32 22.0 - - - - 24.8 - - - 2-33 22.0 - - - - 24.5 - - - 2-34 22.0 - - - - 24.5 - - - 2-35 22.0 - - - - 24.5 - - - 2-36 22.0 - - - - 24.5 - - - 2-37 22.0 - - - - 24.5 - - - 2-38 22.0 - - - - 24.1 - - - 2-39 22.0 - - - - 23.9 - - - 2-40 22.3 - - - - 23.5 - - - 2-30 22.3 - - - - 23.5 - - - 2-41 22.3 - - - - 23.9 - - - 2-42 22.3 - - - - 23.7 - - - 2-43 22.3 - - - - 23.6 - - - 2-44 22.3 - - - - 24.0 - - - 2-45 22.3 - - - - 23.9 - - - 2-47 22.3 - - - - 23.9 - - - 2-48 22.0 - - - - 23.5 - - - 2-49 22.0 - - - - 22.0 - - - 2-50 22.0 - - - - 21.6 - - - 2-46 22.0 - - - - 23.9 - - - 201 9.0 K= 5.60 12.6 19.9 202 9.5 K= 5.60 12.4 19.7 203 9.0 K= 5.60 10.8 18.4 204 9.5 K= 5.60 7.5 15.4 205 9.0 K= 5.60 7.3 15.1 206 9.5 K= 5.60 9.8 17.6 207 9.5 K= 5.60 9.7 17.5 208 9.0 K= 5.60 10.0 17.7 209 9.5 K= 5.60 9.9 17.6 210 9.0 K= 5.60 7.8 15.7 211 9.5 K= 5.60 7.2 15.0 212 9.0 K= 5.60 10.8 18.4 301 13.7 - - - - 21.1 - - - 302 13.7 - - - - 21.1 - - - 303 13.7 - - - - 21.1 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 304 13.7 - - - - 21.1 - - - 305 13.7 - - - - 21.1 - - 306 13.7 - - - - 21.1 - - - 307 13.7 - - - - 21.0 - - - 308 13.7 - - - - 21.0 - - - 309 13.7 - - - - 21.0 - - - 310 13.7 - - - - 21.0 - - - 311 13.7 - - - - 21.0 - - - 312 13.7 - - - - 21.0 - - - 401 21.2 - - - - 29.4 - - - 402 21.2 - - - - 29.5 - - - 403 20.2 - - - - 29.8 - - - 404 20.2 - - - - 29.9 - - - 501 21.2 - - - - 24.4 - - - 502 21.2 - - - - 24.2 - - - 503 21.2 - - - - 24.2 - - - 504 21.2 - - - - 24.0 - - - 505 21.2 - - - - 24.4 - - - 506 21.2 - - - - 24.3 - - - 507 21.2 - - - - 24.3 - - - 508 21.2 - - - - 24.2 - - - 601 20.2 - - - - 25.5 - - - 602 20.2 - - - - 25.6 - - - 603 21.3 - - - - 25.1 - - - 604 21.3 - - - - 25.3 - - - PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 207.9 9.790 PL 15.00 PF 0.0 SRC -3.0 SRCE 70.2 (N/A) 0.9 150 FTG TLG PE 0.0 DIP -3.0 0.0 70.1 0.0 0.000 TL 112.00 PV Pipe: 2 207.9 10.400 PL 6.00 PF 0.0 DIP -3.0 0.0 70.1 0.0 0.8 140 FTG L PE -2.6 RPIN 3.0 0.0 67.5 0.0 0.000 TL 32.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 67.5 0.0 12.0 psi, 207.9 gpm RPOUT 3.0 0.0 55.5 0.0 Pipe: 4 207.9 10.400 PL 6.00 PF 0.0 RPOUT 3.0 0.0 55.5 0.0 0.8 140 FTG E PE 2.6 PVC -3.0 0.0 58.1 0.0 0.000 TL 41.00 PV Pipe: 5 207.9 9.790 PL 60.00 PF 0.0 PVC -3.0 0.0 58.1 0.0 0.9 150 FTG L PE 0.0 A -3.0 0.0 58.1 0.0 0.000 TL 82.00 PV Pipe: 7 207.9 9.790 PL 167.00 PF 0.0 A -3.0 0.0 58.1 0.0 0.9 150 FTG T2F PE 0.0 B -3.0 0.0 58.1 0.0 0.000 TL 265.00 PV Pipe: 8 207.9 7.980 PL 43.00 PF 0.0 B -3.0 0.0 58.1 0.0 1.3 150 FTG TF PE 0.0 C -3.0 0.0 58.1 0.0 0.000 TL 109.50 PV Pipe: 9 207.9 4.240 PL 41.00 PF 0.7 C -3.0 0.0 58.1 0.0 4.7 150 FTG TF PE 0.0 SWP -3.0 0.0 57.4 0.0 0.007 TL 90.00 PV Pipe: 10 207.9 4.310 PL 14.00 PF 0.3 SWP -3.0 0.0 57.4 0.0 4.6 120 FTG 2L PE -1.7 MAN 1.0 0.0 55.4 0.0 0.010 TL 30.72 PV Pipe: 11 207.9 4.310 PL 3.00 PF 0.3 MAN 1.0 0.0 55.4 0.0 4.6 120 FTG T PS -1.3 BOR2 4.0 0.0 53.7 0.0 0.010 TL 30.87 PV Pipe: 12 207.9 2.703 PL 7.00 PF 4.8 BOR2 4.0 0.0 53.7 0.0 11.6 120 FTG ECB PE -2.8 TOR2 10.5 0.0 46.1 0.0 0.099 TL 48.97 PV Pipe: 13 207.9 2.703 PL 4.00 PF 1.0 TOR2 10.5 0.0 46.1 0.0 11.6 120 FTG L PE 0.4 1R 9.5 0.0 45.5 0.0 0.099 TL 10.22 PV Pipe: 16 207.9 2.703 PL 38.00 PP 6.2 1R 9.5 0.0 45.5 0.0 11.6 120 FTG TL PE 0.0 2 9.5 0.0 39.3 0.0 0.099 TL 62.87 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 17 74.5 2.703 PL 9.00 PP 0.1 2 9.5 0.0 39.3 0.0 4.2 120 FTG ---- PE 0.0 3 9.5 0.0 39.2 0.0 0.015 TL 9.00 PV Pipe: 19 74.5 2.003 PL 3.00 PP 0.6 3 9.5 0.0 39.2 0.0 7.6 150 FTG T PE 0.0 6A 9.5 0.0 38.6 0.0 0.042 TL 15.00 PV Pipe: 20 133.4 2.003 PL 41.00 PF 8.5 2 9.5 0.0 39.3 0.0 13.6 150 FTG T4R PE 0.0 7 9.5 0.0 30.8 0.0 0.123 TL 69.00 PV Pipe: 21 25.7 2.003 PL 6.00 PP 0.1 7 9.5 0.0 30.8 0.0 2.6 150 FTG T PE 0.0 8 9.5 0.0 30.7 0.0 0.006 TL 18.00 PV Pipe: 22 25.7 2.003 PL 15.00 PP 0.1 8 9.5 0.0 30.7 0.0 2.6 150 FTG E PE 0.0 8A 9.5 0.0 30.6 0.0 0.006 TL 20.70 PV Pipe: 23 5.0 2.003 PL 5.00 PP 0.0 8A 9.5 0.0 30.6 0.0 0.5 150 FTG ---- PE 0.0 8B 9.5 0.0 30.6 0.0 0.000 TL 5.00 PV Pipe: 23A -15.4 2.003 PL 13.00 PP 0.0 8B 9.5 0.0 30.6 0.0 1.6 150 FTG R PE 0.0 9 9.5 0.0 30.6 0.0 0.002 TL 17.00 PV Pipe: 24 -15.4 2.003 PL 4.00 PP 0.0 9 9.5 0.0 30.6 0.0 1.6 150 FTG ET PE 0.0 bA 9.5 0.0 30.7 0.0 0.002 TL 21.70 PV Pipe: 26 107.7 2.003 PL 66.00 PP 7.8 7 9.5 0.0 30.8 0.0 11.0 150 FTG T4R FE 0.0 12 9.5 0.0 23.0 0.0 0.083 TL 94.00 PV Pipe: 27 36.0 2.003 PL 24.00 PP 0.4 12 9.5 0.0 23.0 0.0 3.7 150 FTG 2R PE 0.0 13 9.5 0.0 22.6 0.0 0.011 TL 32.00 PV Pipe: 28 45.3 2.003 FL 49.00 PP 1.1 13 9.5 0.0 22.6 0.0 4.6 150 FTG 4R PE 0.0 14 9.5 0.0 21.6 0.0 0.017 TL 65.00 PV Pipe: 29 54.1 2.003 PL 12.00 PP 0.6 14 9.5 0.0 21.6 0.0 5.5 150 FTG T FE 0.0 15 9.5 0.0 21.0 0.0 0.023 TL 24.00 PV Pipe: 30 -50.3 2.003 PL 27.00 PP 1.0 15 9.5 0.0 21.0 0.0 5.1 150 FTG T2R FE 0.0 16 9.5 0.0 22.0 0.0 0.020 TL 47.00 PV Pipe: 31 -50.3 2.003 PL 5.00 PP 0.3 16 9.5 0.0 22.0 0.0 5.1 150 FTG T FE 0.0 17 9.5 0.0 22.3 0.0 0.020 TL 17.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 42 65.7 1.598 PL 5.00 PF 0.5 24 9.5 0.0 11.2 0.0 10.5 150 FTG ---- PE 0.0 25 9.5 0.0 10.7 0.0 0.100 TL 5.00 PV Pipe: 42A 30.5 1.101 PL 8.00 PF 2.8 25 9.5 0.0 10.7 0.0 10.3 150 FTG 2ET PE 0.0 26 9.5 0.0 7.8 0.0 0.149 TL 19.00 PV Pipe: 43 35.2 1.598 PL 8.00 PP 0.3 25 9.5 0.0 10.7 0.0 5.6 150 FTG ---- PE 0.0 27 9.5 0.0 10.4 0.0 0.032 TL 8.00 PV Pipe: 44 17.7 1.598 PL 12.00 PF 0.1 27 9.5 0.0 10.4 0.0 2.8 150 FTG ---- PE 0.0 28 9.5 0.0 10.3 0.0 0.009 TL 12.00 PV Pipe: 45 0.2 1.101 PL 45.00 PP 0.0 28 9.5 0.0 10.3 0.0 0.1 150 FTG 6E2R PE 0.0 29 9.5 0.0 10.3 0.0 0.000 TL 63.40 PV Pipe: 46 -17.5 1.598 PL 12.00 PP 0.1 29 9.5 0.0 10.3 0.0 2.8 150 FTG R PE 0.0 30 9.5 0.0 10.4 0.0 0.009 TL 14.70 PV Pipe:. 47 -35.1 1.598 PL 8.00 PF 0.3 30 9.5 0.0 10.4 0.0 5.6 150 FTG R PE 0.0 31 9.5 0.0 10.8 0.0 0.031 TL 10.70 PV Pipe: 48 30.7 1.101 PL 8.00 PF 2.9 31 9.5 0.0 10.8 0.0 10.3 150 FTG 2ET PP 0.0 32 9.5 0.0 7.9 0.0 0.150 TL 19.00 PV Pipe: 49 -65.8 1.598 PL 4.00 PF 0.4 31 9.5 0.0 10.8 0.0 10.5 150 FTG ---- PE 0.0 33 9.5 0.0 11.2 0.0 0.100 TL 4.00 PV Pipe: 50 -84.1 1.598 PL 3.00 PF 1.8 33 9.5 0.0 11.2 0.0 13.5 150 FTG T PE 0.0 23 9.5 0.0 13.0 0.0 0.158 TL 11.40 PV Pipe: 53 19.9 1.101 PL 1.00 PF 0.5 21 9.5 0.0 12.9 0.0 6.7 150 FTG T PE 0.2 201 9.0 5.6 12.6 19.9 0.067 TL 7.00 PV Pipe: 54 19.7 1.101 PL 1.00 PF 0.5 22 9.5 0.0 12.9 0.0 6.7 150 FTG T PE 0.0 202 9.5 5.6 12.4 19.7 0.066 TL 7.00 PV Pipe: 55 18.4 1.101 PL 2.00 PF 0.6 24 9.5 0.0 11.2 0.0 6.2 150 FTG PT PE 0.2 203 9.0 5.6 10.8 18.4 0.058 TL 10.50 PV Pipe: 56 15.4 1.101 PL 1.00 PF 0.3 26 9.5 0.0 7.8 0.0 5.2 150 FTG T PE 0.0 204 9.5 5.6 7.5 15.4 0.042 TL 7.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VHL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 57 15.1 1.101 PL 16.00 PP 0.8 26 9.5 0.0 7.8 0.0 5.1 150 FTG E PH 0.2 205 9.0 5.6 7.3 15.1 0.041 TL 18.50 PV Pipe: 58 17.6 1.101 PL 2.00 PF 0.6 27 9.5 0.0 10.4 0.0 5.9 150 FTG ET PE 0.0 206 9.5 5.6 9.8 17.6 0.054 TL 10.50 PV Pipe: 59 17.5 1.101 PL 2.00 PF 0.6 28 9.5 0.0 10.3 0.0 5.9 150 FTG HT PH 0.0 207 9.5 5.6 9.7 17.5 0.053 TL 10.50 PV Pipe: 60 17.7 1.101 PL 2.00 PP 0.6 29 9.5 0.0 10.3 0.0 6.0 150 FTG ET PH 0.2 208 9.0 5.6 10.0 17.7 0.054 TL 10.50 PV Pipe: 61 17.6 1.101 PL 2.00 PP 0.6 30 9.5 0.0 10.4 0.0 5.9 150 FTG FT PE 0.0 209 9.5 5.6 9.9 17.6 0.054 TL 10.50 PV Pipe: 62 15.7 1.101 FL 1.00 PF 0.3 32 9.5 0.0 7.9 0.0 5.3 150 FTG T FE 0.2 210 9.0 5.6 7.8 15.7 0.043 TL 7.00 PV Pipe: 63 15.0 1.101 PL 16.00 PF 0.7 32 9.5 0.0 7.9 0.0 5.1 150 FTG F PE 0.0 211 9.5 5.6 7.2 15.0 0.040 TL 18.50 PV Pipe: 64 18.4 1.101 FL 2.00 PP 0.6 33 9.5 0.0 11.2 0.0 6.2 150 FTG FT PE 0.2 212 9.0 5.6 10.8 18.4 0.058 TL 10.50 PV Pipe: 65 9.2 2.003 PL 43.00 PP 0.1 12 9.5 0.0 23.0 0.0 0.9 150 FTG 3HT5R PH -2.0 P1 14.1 0.0 20.9 0.0 0.001 TL 92.10 PV Pipe: 66 9.2 1.728 PL 2.00 PP 0.0 P1 14.1 0.0 20.9 0.0 1.3 120 FTG ---- PE 0.0 P2 14.1 0.0 20.9 0.0 0.003 TL 2.00 PV Pipe: 67 0.0 1.090 PL 7.00 PP 0.0 P2 14.1 0.0 20.9 0.0 0.0 120 FTG T PH 0.0 P3 14.1 0.0 20.9 0.0 0.000 TL 13.03 PV Pipe: 68 9.2 1.728 FL 12.00 PP 0.0 P2 14.1 0.0 20.9 0.0 1.3 120 FTG L PE 0.0 P4 14.1 0.0 20.9 0.0 0.003 TL 14.82 PV Pipe: 69 2.2 1.728 PL 5.00 PP 0.0 P4 14.1 0.0 20.9 0.0 0.3 120 FTG TL PH 0.0 P5 14.1 0.0 20.9 0.0 0.000 TL 19.11 PV Pipe: 70 2.2 1.728 FL 4.00 PP 0.0 P5 14.1 0.0 20.9 0.0 0.3 120 FTG ---- PH 0.0 P6 14.1 0.0 20.9 0.0 0.000 TL 4.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(EPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 32 -59.1 2.003 PL 7.00 PF 0.5 17 9.5 0.0 22.3 0.0 6.0 150 FTG T PE 0.0 18A 9.5 0.0 22.8 0.0 0.027 TL 19.00 PV Pipe: 33 8.8 2.003 PL 7.00 FE 0.0 17 9.5 0.0 22.3 0.0 0.9 150 FTG R PE 0.0 18 9.5 0.0 22.3 0.0 0.001 TL 11.00 PV Pipe: 33A 8.8 1.101 PL 29.00 PF 0.7 18 9.5 0.0 22.3 0.0 3.0 150 FTG 3ET4R PE 0.0 14 9.5 0.0 21.6 0.0 0.015 TL 49.30 PV Pipe: 34 62.4 1.598 PL 12.00 PF 2.1 12 9.5 0.0 23.0 0.0 10.0 150 FTG TR PE 0.0 19 9.5 0.0 20.9 0.0 0.091 TL 23.10 PV Pipe: 34A -41.1 1.101 PL 5.00 FE 2.6 19 9.5 0.0 20.9 0.0 13.9 150 FTG 2E PE 0.0 19A 9.5 0.0 23.5 0.0 0.258 TL 10.00 PV Pipe: 343 -20.5 1.101 PL 5.00 PF 0.4 19A 9.5 0.0 23.5 0.0 6.9 150 FTG ---- PE 0.0 19B 9.5 0.0 23.8 0.0 0.071 TL 5.00 PV Pipe: 34C 20.7 1.101 PL 72.00 FE 7.1 8A 9.5 0.0 30.6 0.0 7.0 150 FTG E2T7R PE 0.0 19A 9.5 0.0 23.5 0.0 0.072 TL 98.40 PV Pipe: 34D 20.5 1.101 PL 72.00 PF 6.8 8B 9.5 0.0 30.6 0.0 6.9 150 FTG E2T5R PE 0.0 193 9.5 0.0 23.8 0.0 0.071 TL 95.00 PV Pipe: 35 103.6 1.598 PL 23.00 PF 7.9 19 9.5 0.0 20.9 0.0 16.6 150 FTG TR FE 0.0 20 9.5 0.0 13.0 0.0 0.232 TL 34.10 PV Pipe: 36 19.5 1.598 FL 6.00 FE 0.1 20 9.5 0.0 13.0 0.0 3.1 150 FTG ---- FE 0.0 21 9.5 0.0 12.9 0.0 0.011 TL 6.00 PV Pipe: 37 -0.4 1.598 FL 15.00 FE 0.0 21 9.5 0.0 12.9 0.0 0.1 150 FTG ---- FE 0.0 22 9.5 0.0 12.9 0.0 0.000 TL 15.00 PV Pipe: 38 -20.2 1.598 PL 6.00 FE 0.1 22 9.5 0.0 12.9 0.0 3.2 150 FTG ---- FE 0.0 23 9.5 0.0 13.0 0.0 0.011 TL 6.00 PV Pipe: 39 -104.3 1.598 PL 23.00 PF 8.0 23 9.5 0.0 13.0 0.0 16.7 150 FTG TR FE 0.0 15 9.5 0.0 21.0 0.0 0.235 TL 34.10 PV Pipe: 41 84.1 1.598 FL 3.00 FE 1.8 20 9.5 0.0 13.0 0.0 13.5 150 FTG T FE 0.0 24 9.5 0.0 11.2 0.0 0.158 TL 11.40 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 72 2.2 1.728 PL 6.00 PP 0.0 P6 14.1 0.0 20.9 0.0 0.3 120 FTG ---- PE 0.0 P7 14.1 0.0 20.9 0.0 0.000 TL 6.00 PV Pipe: 73 2.2 1.728 PL 8.00 PF 0.0 P7 14.1 0.0 20.9 0.0 0.3 120 FTG ---- PH 0.0 P8 14.1 0.0 20.9 0.0 0.000 TL 8.00 PV Pipe: 74 2.2 1.728 PL 1.00 PF 0.0 P8 14.1 0.0 20.9 0.0 0.3 120 FTG ---- PH 0.0 P9 14.1 0.0 20.9 0.0 0.000 TL 1.00 PV Pipe: 75 2.2 1.728 PL 28.00 PP 0.0 P9 14.1 0.0 20.9 0.0 0.3 120 FTG 2L PE 0.0 P10 14.1 0.0 20.9 0.0 0.000 TL 33.64 PV Pipe: 76 2.2 2.203 PL 1.00 PP 0.0 P10 14.1 0.0 20.9 0.0 0.2 120 FTG ---- PE 0.0 P11 14.1 0.0 20.9 0.0 0.000 TL 1.00 PV Pipe: 77 2.2 1.728 PL 8.00 PP 0.0 P11 14.1 0.0 20.9 0.0 0.3 120 FTG ---- PE 0.0 P12 14.1 0.0 20.9 0.0 0.000 TL 8.00 PV Pipe: 78 2.2 1.728 PL 6.00 PP 0.0 P12 14.1 0.0 20.9 0.0 0.3 120 FTG ---- PE 0.0 P13 14.1 0.0 20.9 0.0 0.000 TL 6.00 PV Pipe: 79 2.2 1.728 PL 4.00 PF 0.0 P13 14.1 0.0 20.9 0.0 0.3 120 FTG ---- PE -0.5 P14 15.2 0.0 20.4 0.0 0.000 TL 4.00 PV Pipe: 80 2.2 1.728 PL 5.00 PF 0.0 P14 15.2 0.0 20.4 0.0 0.3 120 FTG L PE 0.0 P15 15.2 0.0 20.4 0.0 0.000 TL 7.82 PV Pipe: 81 -7.0 1.728 PL 12.00 PF 0.0 P15 15.2 0.0 20.4 0.0 1.0 120 FTG ---- PH 0.5 P4 14.1 0.0 20.9 0.0 0.002 TL 12.00 PV Pipe: 82 9.2 1.728 PL 13.00 PF 0.1 P15 15.2 0.0 20.4 0.0 1.3 120 FTG TL PE 0.0 P16 15.2 0.0 20.3 0.0 0.003 TL 27.11 PV Pipe: 83 0.0 1.090 PL 7.00 PP 0.0 P16 15.2 0.0 20.3 0.0 0.0 120 FTG T PE 0.0 P17 15.2 0.0 20.3 0.0 0.000 TL 13.03 PV Pipe: 84 9.2 1.728 PL 2.00 PF 0.1 P16 15.2 0.0 20.3 0.0 1.3 120 FTG ET PH 0.0 P18 15.2 0.0 20.2 0.0 0.003 TL 18.93 PV Pipe: 85 9.2 2.003 PL 36.00 PP 0.1 P18 15.2 0.0 20.2 0.0 0.9 150 FTG 2ET7R PE 2.5 13 9.5 0.0 22.6 0.0 0.001 TL 87.40 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 89 0.0 1.090 PL 4.00 PF 0.0 P3 14.1 0.0 20.9 0.0 0.0 120 FTG ST PE 0.2 301 13.7 0.0 21.1 0.0 0.000 TL 12.44 PV Pipe: 90 0.0 1.090 PL 5.00 PP 0.0 P5 14.1 0.0 20.9 0.0 0.0 120 FTG ET PE 0.2 302 13.7 0.0 21.1 0.0 0.000 TL 13.44 PV Pipe: 91 0.0 1.090 PL 12.00 PP 0.0 P6 14.1 0.0 20.9 0.0 0.0 120 FTG ST PE 0.2 303 13.7 0.0 21.1 0.0 0.000 TL 20.44 PV Pipe: 92 0.0 1.090 PL 5.00 PP 0.0 P7 14.1 0.0 20.9 0.0 0.0 120 FTG ET PE 0.2 304 13.7 0.0 21.1 0.0 0.000 TL 13.44 PV Pipe: 93 0.0 1.090 PL 12.00 PP 0.0 P8 14.1 0.0 20.9 0.0 0.0 120 FTG ET PS 0.2 305 13.7 0.0 21.1 0.0 0.000 TL 20.44 PV Pipe: 93A 0.0 1.090 PL 5.00 PP 0.0 P9 14.1 0.0 20.9 0.0 0.0 120 FTG ST PE 0.2 306 13.7 0.0 21.1 0.0 0.000 TL 13.44 PV Pipe: 93B 0.0 1.090 PL 5.00 PF 0.0 P10 14.1 0.0 20.9 0.0 0.0 120 FTG ET PE 0.2 307 13.7 0.0 21.0 0.0 0.000 TL 13.44 PV Pipe: 93C 0.0 1.090 PL 12.00 PP 0.0 P11 14.1 0.0 20.9 0.0 0.0 120 FTG ST PS 0.2 308 13.7 0.0 21.0 0.0 0.000 TL 20.44 PV Pipe: 93D 0.0 1.090 PL 5.00 PP 0.0 P12 14.1 0.0 20.9 0.0 0.0 120 FTG ST PE 0.2 309 13.7 0.0 21.0 0.0 0.000 TL 13.44 PV Pipe: 93E 0.0 1.090 PL 12.00 PP 0.0 P13 14.1 0.0 20.9 0.0 0.0 120 FTG ET PS 0.2 310 13.7 0.0 21.0 0.0 0.000 TL 20.44 PV Pipe: 93F 0.0 1.090 PL 5.00 PP 0.0 P14 15.2 0.0 20.4 0.0 0.0 120 FTG ST PS 0.7 311 13.7 0.0 21.0 0.0 0.000 TL 13.44 PV Pipe: 93G 0.0 1.090 PL 4.00 PF 0.0 P17 15.2 0.0 20.3 0.0 0.0 120 FTG T PS 0.7 312 13.7 0.0 21.0 0.0 0.000 TL 10.03 PV Pipe: 94 74.5 1.598 PL 13.00 PP 2.1 6A 9.5 0.0 38.6 0.0 11.9 150 FTG S PE -5.4 6B 22.0 0.0 31.0 0.0 0.126 TL 17.00 PV Pipe: 95 -15.4 1.598 PL 13.00 PP 0.1 bA 9.5 0.0 30.7 0.0 2.5 150 FTG S PS -5.4 lOB 22.0 0.0 25.4 0.0 0.007 TL 17.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 96 . -59.1 1.598 PL 13.00 PF 1.4 18A 9.5 0.0 22.8 0.0 9.4 150 FTG E PE -5.4 18B 22.0 0.0 18.8 0.0 0.082 TL 17.00 PV Pipe: 96A 74.5 1.598 PL 2.00 PF 0.8 6B 22.0 0.0 31.0 0.0 11.9 150 FTG E PE 0.0 2-0 22.0 0.0 30.2 0.0 0.126 TL 6.00 PV Pipe: 97 18.7 1.394 PL 2.00 PF 0.2 2-0 22.0 0.0 30.2 0.0 3.9 150 FTG T PE 0.0 2-1 22.0 0.0 30.1 0.0 0.019 TL 9.30 PV Pipe: 98 11.4 1.394 PL 16.00 PF 0.1 2-1 22.0 0.0 30.1 0.0 2.4 150 FTG R PE 0.0 2-2 22.0 0.0 29.9 0.0 0.008 TL 18.30 PV Pipe: 99 55.8 1.394 PL 4.00 PF 1.6 2-0 22.0 0.0 30.2 0.0 11.7 150 FTG T PE 0.0 2-3 22.0 0.0 28.6 0.0 0.144 TL 11.30 PV Pipe: 100 20.5 1.394 PL 29.00 PF 0.8 2-3 22.0 0.0 28.6 0.0 4.3 150 FTG 2R PE 0.0 2-4 22.0 0.0 27.9 0.0 0.023 TL 33.60 PV Pipe: 101 20.5 1.101 PL 16.00 PF 1.8 2-4 22.0 0.0 27.9 0.0 6.9 150 FTG T2R PE 0.0 2-5 22.0 0.0 26.0 0.0 0.071 TL 25.40 PV Pipe: 102 10.7 1.101 PL 5.00 PF 0.1 2-5 22.0 0.0 26.0 0.0 3.6 150 FTG ---- PE 0.0 2-6 22.0 0.0 25.9 0.0 0.021 TL 5.00 PV Pipe: 103 20.6 1.101 PL 5.00 PF 0.4 2-6 22.0 0.0 25.9 0.0 6.9 150 FTG ---- PE 0.0 2-7 22.0 0.0 25.6 0.0 0.072 TL 5.00 PV Pipe: 104 12.4 1.101 PL 5.00 PF 0.1 2-7 22.0 0.0 25.6 0.0 4.2 150 FTG ---- PE 0.0 2-8 22.0 0.0 25.4 0.0 0.028 TL 5.00 PV Pipe: 105 5.7 1.101 PL 21.00 PF 0.2 2-8 22.0 0.0 25.4 0.0 1.9 150 FTG TR PE 0.0 2-26 22.0 0.0 25.2 0.0 0.007 TL 28.70 PV Pipe: 106 35.3 1.394 PL 21.00 PF 1.9 2-3 22.0 0.0 28.6 0.0 7.4 150 FTG TR PE 0.0 2-9 22.0 0.0 26.7 0.0 0.062 TL 30.60 PV Pipe: 107 9.9 1.101 PL 24.00 PF 0.8 2-9 22.0 0.0 26.7 0.0 3.3 150 FTG 2T4R PE 0.0 2-6 22.0 0.0 25.9 0.0 0.019 TL 42.80 PV Pipe: 108 25.4 1.394 PL 31.00 PF 1.2 2-9 22.0 0.0 26.7 0.0 5.3 150 FTG 2R PE 0.0 2-10 22.0 0.0 25.5 0.0 0.034 TL 35.60 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 109 14.0 1.394 PL 5.00 PF 0.1 2-10 22.0 0.0 25.5 0.0 3.0 150 FTG ---- PE 0.0 2-11 22.0 0.0 25.5 0.0 0.011 TL 5.00 PV Pipe: 111 7.1 1.394 PL 5.00 PF 0.0 2-11 22.0 0.0 25.5 0.0 1.5 150 FTG ---- PE 0.0 2-12 22.0 0.0 25.5 0.0 0.003 TL 5.00 PV Pipe: 112 -3.2 1.394 PL 14.00 PF 0.0 2-12 22.0 0.0 25.5 0.0 0.7 150 FTG R PE 0.0 2-13 22.0 0.0 25.5 0.0 0.001 TL 16.30 PV Pipe: 113 15.4 1.598 PL 3.00 PF 0.1 2-13 22.0 0.0 25.5 0.0 2.5 150 FTG ET PH 0.0 lOB 22.0 0.0 25.4 0.0 0.007 TL 15.40 PV Pipe: 114 -18.7 1.101 PL 37.00 PF 3.1 2-13 22.0 0.0 25.5 0.0 6.3 150 FTG ET4R PE 0.0 2-14 22.0 0.0 28.6 0.0 0.060 TL 52.30 PV Pipe: 115 -11.9 1.101 PL 6.00 PF 0.2 2-14 22.0 0.0 28.6 0.0 4.0 150 FTG ---- PE 0.0 2-15 22.0 0.0 28.8 0.0 0.026 TL 6.00 PV Pipe: 116 -5.7 1.101 PL 11.00 PF 0.1 2-15 22.0 0.0 28.8 0.0 1.9 150 FTG 2R PE 0.0 2-16 22.0 0.0 28.9 0.0 0.007 TL 14.40 PV Pipe: 117 -5.7 1.101 PL 34.00 PF 0.3 2-16 22.0 0.0 28.9 0.0 1.9 150 FTG E2R PE 0.0 2-17 22.0 0.0 29.1 0.0 0.007 TL 39.90 PV Pipe: 118 -5.7 1.101 PL 31.00 PF 0.2 2-17 22.0 0.0 29.1 0.0 1.9 150 FTG R PH 0.0 2-18 22.0 0.0 29.3 0.0 0.007 TL 32.70 PV Pipe: 119 -5.7 1.101 PL 6.00 PF 0.1 2-18 22.0 0.0 29.3 0.0 1.9 150 FTG ER PE 0.0 2-19 22.0 0.0 29.4 0.0 0.007 TL 10.20 PV Pipe: 120 5.7 1.101 PL 5.00 PF 0.0 2-19 22.0 0.0 29.4 0.0 1.9 150 FTG ---- PE 0.0 2-21 22.0 0.0 29.4 0.0 0.007 TL 5.00 PV Pipe: 121 -6.2 1.101 PL 37.00 PP 0.4 2-15 22.0 0.0 28.8 0.0 2.1 150 FTG T2R PE 0.0 2-20 22.0 0.0 29.1 0.0 0.008 TL 46.40 PV Pipe: 122 -6.2 1.101 PL 28.00 PP 0.2 2-20 22.0 0.0 29.1 0.0 2.1 150 FTG 2R PE 0.0 2-21 22.0 0.0 29.4 0.0 0.008 TL 31.40 PV Pipe: 123 -0.5 1.101 PL 5.00 PF 0.0 2-21 22.0 0.0 29.4 0.0 0.2 150 FTG T PE 0.0 2-24 22.0 0.0 29.4 0.0 0.000 TL 11.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 124 -6.7 1.101 PL 34.00 PF 0.4 2-14 22.0 0.0 28.6 0.0 2.3 150 FTC T5R PE 0.0 2-22 22.0 0.0 29.0 0.0 0.009 TL 48.50 PV Pipe: 125 -6.7 1.101 PL 8.00 PF 0.1 2-22 22.0 0.0 29.0 0.0 2.3 150 FTG ---- PE 0.0 2-23 22.0 0.0 29.1 0.0 0.009 TL 8.00 PV Pipe: 126 -6.7 1.101 PL 24.00 PF 0.3 2-23 22.0 0.0 29.1 0.0 2.3 150 FTG 3R PE 0.0 2-24 22.0 0.0 29.4 0.0 0.009 TL 29.10 PV Pipe: 127 -7.2 1.101 PL 6.00 PF 0.1 2-24 22.0 0.0 29.4 0.0 2.4 150 FTC T PE 0.0 2-25 22.0 0.0 29.5 0.0 0.010 TL 12.00 PV Pipe: 128 -7.2 1.101 PL 36.00 PF 0.6 2-25 22.0 0.0 29.5 0.0 2.4 150 FTC ET6R PE 0.0 2-1 22.0 0.0 30.1 0.0 0.010 TL 54.70 PV Pipe: 129 -11.4 1.101 PL 6.00 PF 0.5 2-19 22.0 0.0 29.4 0.0 3.9 150 FTG 2T2R PE 0.0 2-2 22.0 0.0 29.9 0.0 0.024 TL 21.40 PV Pipe: 129A 0.0 1.101 PL 2.00 PF 0.0 2-22 22.0 0.0 29.0 0.0 0.0 150 FTC T PE 0.8 403 20.2 0.0 29.8 0.0 0.000 TL 8.00 PV Pipe: 129B 0.0 1.101 PL 2.00 PF 0.0 2-23 22.0 0.0 29.1 0.0 0.0 150 FTG T PE 0.8 404 20.2 0.0 29.9 0.0 0.000 TL 8.00 PV Pipe: 129C 0.0 1.101 PL 1.00 PF 0.0 2-20 22.0 0.0 29.1 0.0 0.0 150 FTG T PE 0.3 402 21.2 0.0 29.5 0.0 0.000 TL 7.00 PV Pipe: 129D 0.0 1.101 PL 2.00 PF 0.0 2-17 22.0 0.0 29.1 0.0 0.0 150 FTG ET PE 0.3 401 21.2 0.0 29.4 0.0 0.000 TL 10.50 PV Pipe: 130 11.4 1.394 PL 29.00 PF 0.3 2-10 22.0 0.0 25.5 0.0 2.4 150 FTG TR PE 0.0 2-26 22.0 0.0 25.2 0.0 0.008 TL 38.60 PV Pipe: 131 17.1 1.394 PL 29.00 PF 0.6 2-26 22.0 0.0 25.2 0.0 3.6 150 FTG TR PE 0.0 2-28 22.0 0.0 24.6 0.0 0.016 TL 38.60 PV Pipe: 132 10.0 1.394 PL 43.00 PF 0.3 2-28 22.0 0.0 24.6 0.0 2.1 150 FTG T2R PE 0.0 2-29 22.0 0.0 24.3 0.0 0.006 TL 54.90 PV Pipe: 133 15.8 1.394 PL 42.00 PF 0.8 2-29 22.0 0.0 24.3 0.0 3.3 150 FTG T3R PE 0.0 2-30 22.0 0.0 23.5 0.0 0.014 TL 56.20 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 134 10.4 1.101 PL 20.00 PP 0.6 2-12 22.0 0.0 25.5 0.0 3.5 150 FTG TR PE 0.0 2-31 22.0 0.0 24.9 0.0 0.020 TL 27.70 PV Pipe: 135 4.9 1.101 PL 11.00 PP 0.1 2-31 22.0 0.0 24.9 0.0 1.7 150 FTG TR PE 0.0 2-32 22.0 0.0 24.8 0.0 0.005 TL 18.70 PV Pipe: 136 4.9 1.101 PL 52.00 PP 0.4 2-32 22.0 0.0 24.8 0.0 1.7 150 FTG 2T3R PE 0.0 2-37 22.0 0.0 24.5 0.0 0.005 TL 69.10 PV Pipe: 137 5.4 1.101 PL 52.00 PF 0.4 2-31 22.0 0.0 24.9 0.0 1.8 150 FTG T4R PE 0.0 2-35 22.0 0.0 24.5 0.0 0.006 TL 64.80 PV Pipe: 137A 6.9 1.101 PL 71.00 PF 0.9 2-11 22.0 0.0 25.5 0.0 2.3 150 FTG 2T9R PE 0.0 2-34 22.0 0.0 24.5 0.0 0.010 TL 98.30 PV Pipe: 138 7.1 1.101 PL 2.00 PP 0.1 2-28 22.0 0.0 24.6 0.0 2.4 150 FTG T PE 0.0 2-33 22.0 0.0 24.5 0.0 0.010 TL 8.00 PV Pipe: 139 8.3 1.101 PL 29.00 PF 0.5 2-33 22.0 0.0 24.5 0.0 2.8 150 FTG TR PE 0.0 2-38 22.0 0.0 24.1 0.0 0.013 TL 36.70 PV Pipe: 140 8.3 1.101 PL 15.00 PF 0.2 2-38 22.0 0.0 24.1 0.0 2.8 150 FTG ---- PE 0.0 2-39 22.0 0.0 23.9 0.0 0.013 TL 15.00 PV Pipe: 141 8.3 1.101 PL 25.00 PP 0.4 2-39 22.0 0.0 23.9 0.0 2.8 150 FTG R PE 0.0 2-40 22.0 0.0 23.5 0.0 0.013 TL 26.70 PV Pipe: 142 -1.2 1.101 PL 4.00 PP 0.0 2-33 22.0 0.0 24.5 0.0 0.4 150 FTG ---- PE 0.0 2-34 22.0 0.0 24.5 0.0 0.000 TL 4.00 PV Pipe: 143 5.7 1.101 PL 5.00 PP 0.0 2-34 22.0 0.0 24.5 0.0 1.9 150 FTG ---- PH 0.0 2-35 22.0 0.0 24.5 0.0 0.007 TL 5.00 PV Pipe: 144 11.1 1.101 PL 2.00 PP 0.0 2-35 22.0 0.0 24.5 0.0 3.8 150 FTG ---- PE 0.0 2-36 22.0 0.0 24.5 0.0 0.023 TL 2.00 PV Pipe: 145 8.9 1.101 PL 29.00 PP 0.6 2-36 22.0 0.0 24.5 0.0 3.0 150 FTC TR PE 0.0 2-41 22.0 0.0 23.9 0.0 0.015 TL 36.70 PV Pipe: 146 8.9 1.101 PL 15.00 PF 0.2 2-41 22.0 0.0 23.9 0.0 3.0 150 FTG ---- PE 0.0 2-42 22.0 0.0 23.7 0.0 0.015 TL 15.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 147 8.9 1.101 PL 2.00 PP 0.1 2-42 22.0 0.0 23.7 0.0 3.0 150 FTG T PE 0.0 2-43 22.0 0.0 23.6 0.0 0.015 TL 8.00 PV Pipe: 148 2.2 1.101 PL 9.00 PP 0.0 2-36 22.0 0.0 24.5 0.0 0.8 150 FTG ---- PE 0.0 2-37 22.0 0.0 24.5 0.0 0.001 TL 9.00 PV Pipe: 149 7.2 1.101 PL 34.00 PP 0.4 2-37 22.0 0.0 24.5 0.0 2.4 150 FTG TR PE 0.0 2-44 22.0 0.0 24.0 0.0 0.010 TL 41.70 PV Pipe: 150 7.2 1.101 PL 8.00 PP 0.1 2-44 22.0 0.0 24.0 0.0 2.4 150 FTG ---- PE 0.0 2-45 22.0 0.0 23.9 0.0 0.010 TL 8.00 PV Pipe: 151 0.0 1.101 PL 8.00 PP 0.0 2-45 22.0 0.0 23.9 0.0 0.0 150 FTG T PE 0.0 2-46 22.0 0.0 23.9 0.0 0.000 TL 14.00 PV Pipe: 152 7.2 1.101 PL 8.00 PF 0.1 2-45 22.0 0.0 23.9 0.0 2.4 150 FTG ---- PE 0.0 2-47 22.0 0.0 23.9 0.0 0.010 TL 8.00 PV Pipe: 153 7.2 1.101 PL 31.00 PF 0.4 2-47 22.0 0.0 23.9 0.0 2.4 150 FTG 2E PE 0.0 2-48 22.0 0.0 23.5 0.0 0.010 TL 36.00 PV Pipe: 154 -4.3 1.101 PL 8.00 PP 0.1 2-48 22.0 0.0 23.5 0.0 1.4. 150 FTG TR PE 0.0 2-43 22.0 0.0 23.6 0.0 0.004 TL 15.70 PV Pipe: 155 4.7 1.101 PL 10.00 PP 0.1 2-43 22.0 0.0 23.6 0.0 1.6 150 FTG R PE 0.0 2-40 22.0 0.0 23.5 0.0 0.005 TL 11.70 PV Pipe: 156 -2.0 1.101 PL 2.00 PP 0.0 2-40 22.0 0.0 23.5 0.0 0.7 150 FTG T PE 0.0 2-30 22.0 0.0 23.5 0.0 0.001 TL 8.00 PV Pipe: 157 0.0 1.101 PL 1.00 PP 0.0 2-38 22.0 0.0 24.1 0.0 0.0 150 FTG T PE 0.3 501 21.2 0.0 24.4 0.0 0.000 TL 7.00 PV Pipe: 158 0.0 1.101 PL 1.00 PF 0.0 2-39 22.0 0.0 23.9 0.0 0.0 150 FTG T PE 0.3 502 21.2 0.0 24.2 0.0 0.000 TL 7.00 PV Pipe: 159 0.0 1.101 PL 1.00 PP 0.0 2-41 22.0 0.0 23.9 0.0 0.0 150 FTG T PE 0.3 503 21.2 0.0 24.2 0.0 0.000 TL 7.00 PV Pipe: 160 0.0 1.101 PL 1.00 PP 0.0 2-42 22.0 0.0 23.7 0.0 0.0 150 FTG T PE 0.3 504 21.2 0.0 24.0 0.0 0.000 TL 7.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 161 0.0 1.101 PL 1.00 PP 0.0 2-44 22.0 0.0 24.0 0.0 0.0 150 FTG T PE 0.3 505 21.2 0.0 24.4 0.0 0.000 TL 7.00 PV Pipe: 162 0.0 1.101 PL 9.00 PP 0.0 2-46 22.0 0.0 23.9 0.0 0.0 150 FTG ET PE 0.3 506 21.2 0.0 24.3 0.0 0.000 TL 17.50 PV Pipe: 163 0.0 1.101 PL 9.00 PP 0.0 2-46 22.0 0.0 23.9 0.0 0.0 150 FTG ET PE 0.3 507 21.2 0.0 24.3 0.0 0.000 TL 17.50 PV Pipe: 164 0.0 1.101 PL 1.00 PP 0.0 2-47 22.0 0.0 23.9 0.0 0.0 150 FTG T PE 0.3 508 21.2 0.0 24.2 0.0 0.000 TL 7.00 PV Pipe: 165 11.4 1.101 PL 49.00 PP 1.5 2-48 22.0 0.0 23.5 0.0 3.9 150 FTC ET3R PE 0.0 2-49 22.0 0.0 22.0 0.0 0.024 TL 62.60 PV Pipe: 165A 2.2 1.101 PL 69.00 PP 0.1 2-49 22.0 0.0 22.0 0.0 0.8 150 FTG 2E3R PE 0.0 2-53 22.0 0.0 21.9 0.0 0.001 TL 79.10 PV Pipe: 166 9.2 1.101 PL 13.00 PP 0.4 2-49 22.0 0.0 22.0 0.0 3.1 150 FTG T2R PE 0.0 2-50 22.0 0.0 21.6 0.0 0.016 TL 22.40 PV Pipe: 167 15.0 1.101 PL 44.00 PP 1.9 2-40 22.0 0.0 23.5 0.0 5.0 150 FTG 2R PE 0.0 2-50 22.0 0.0 21.6 0.0 0.040 TL 47.40 PV Pipe: 168 24.1 1.101 PL 5.00 PF 1.2 2-50 22.0 0.0 21.6 0.0 8.1 150 FTG TR PE 0.0 2-51 22.0 0.0 20.4 0.0 0.096 TL 12.70 PV Pipe: 169 59.1 1.598 PL 7.00 PP 1.6 2-51 22.0 0.0 20.4 0.0 9.4 150 FTG ET PE 0.0 18B 22.0 0.0 18.8 0.0 0.082 TL 19.40 PV Pipe: 170 -34.9 1.394 PL 8.00 PF 1.1 2-51 22.0 0.0 20.4 0.0 7.3 150 FTG TR PE 0.0 2-52 22.0 0.0 21.5 0.0 0.060 TL 17.60 PV Pipe: 171 -13.5 1.101 PL 13.00 PP 0.4 2-52 22.0 0.0 21.5 0.0 4.6 150 FTG ---- PE 0.0 2-53 22.0 0.0 21.9 0.0 0.033 TL 13.00 PV Pipe: 172 -11.3 1.101 PL 44.00 PP 1.4 2-53 22.0 0.0 21.9 0.0 3.8 150 FTC 2ET3R PE 0.0 2-54 22.0 0.0 23.3 0.0 0.024 TL 60.10 PV Pipe: 173 -1.8 1.101 PL 6.00 PP 0.0 2-54 22.0 0.0 23.3 0.0 0.6 150 FTG T PE 0.0 2-55 22.0 0.0 23.3 0.0 0.001 TL 12.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VPL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 174 7.6 1.101 PL 11.00 PP 0.1 2-55 22.0 0.0 23.3 0.0 2.6 150 FTG ---- PP 0.0 2-56 22.0 0.0 23.2 0.0 0.011 TL 11.00 PV Pipe: 175 -13.8 1.394 PL 15.00 PP 0.3 2-56 22.0 0.0 23.2 0.0 2.9 150 FTG 2ET PP 0.0 2-30 22.0 0.0 23.5 0.0 0.011 TL 29.90 PV Pipe: 176 21.4 1.394 PL 40.00 PF 1.7 2-56 22.0 0.0 23.2 0.0 4.5 150 FTG 2T7R PE 0.0 2-52 22.0 0.0 21.5 0.0 0.024 TL 70.70 PV Pipe: 177 -9.4 1.101 PL 47.00 PF 1.2 2-55 22.0 0.0 23.3 0.0 3.2 150 FTG 2T6R PE 0.0 2-60 22.0 0.0 24.5 0.0 0.017 TL 69.20 PV Pipe: 178 -9.5 1.101 PL 10.00 PP 0.3 2-54 22.0 0.0 23.3 0.0 3.2 150 FTG T PP 0.0 2-57 22.0 0.0 23.6 0.0 0.017 TL 16.00 PV Pipe: 179 -9.5 1.101 PL 47.00 PF 1.0 2-57 22.0 0.0 23.6 0.0 3.2 150 FTG E4R PE 0.0 2-58 22.0 0.0 24.5 0.0 0.017 TL 56.30 PV Pipe: 180 0.4 1.101 PL 10.00 PP 0.0 2-58 22.0 0.0 24.5 0.0 0.1 150 FTG T PP 0.0 2-59 22.0 0.0 24.5 0.0 0.000 TL 16.00 PV Pipe: 181 8.5 1.101 PL 5.00 PF 0.1 2-59 22.0 0.0 24.5 0.0 2.9 150 FTG ---- PP 0.0 2-60 22.0 0.0 24.5 0.0 0.014 TL 5.00 PV Pipe: 182 -0.9 1.101 PL 2.00 PF 0.0 2-60 22.0 0.0 24.5 0.0 0.3 150 FTG ---- PP 0.0 2-61 22.0 0.0 24.5 0.0 0.000 TL 2.00 PV Pipe: 183 5.9 1.101 PL 19.00 PP 0.2 2-61 22.0 0.0 24.5 0.0 2.0 150 FTG T PP 0.0 2-29 22.0 0.0 24.3 0.0 0.007 TL 25.00 PV Pipe: 184 -9.8 1.101 PL 23.00 PP 0.5 2-58 22.0 0.0 24.5 0.0 3.3 150 FTG R PP 0.0 2-62 22.0 0.0 25.0 0.0 0.018 TL 24.70 PV Pipe: 185 -9.8 1.101 PL 46.00 PP 1.0 2-62 22.0 0.0 25.0 0.0 3.3 150 FTG T3R PP 0.0 2-5 22.0 0.0 26.0 0.0 0.018 TL 57.10 PV Pipe: 186 -8.2 1.101 PL 23.00 PP 0.3 2-59 22.0 0.0 24.5 0.0 2.7 150 FTG ---- PP 0.0 2-65 22.0 0.0 24.8 0.0 0.013 TL 23.00 PV Pipe: 187 -8.2 1.101 PL 46.00 PP 0.7 2-65 22.0 0.0 24.8 0.0 2.7 150 FTG T3R PE 0.0 2-7 22.0 0.0 25.6 0.0 0.013 TL 57.10 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 188 -6.7 1.101 PL 18.00 PP 0.3 2-61 22.0 0.0 24.5 0.0 2.3 150 FTG T3R PP 0.0 2-63 22.0 0.0 24.7 0_0 0.009 TL 29.10 PV Pipe: 189 -6.7 1.101 PL 8.00 PF 0.1 2-63 22.0 0.0 24.7 0.0 2.3 150 FTG ---- PP 0.0 2-64 22.0 0.0 24.8 0.0 0.009 TL 8.00 PV Pipe: 190 -6.7 1.101 PL 46.00 PF 0.6 2-64 22.0 0.0 24.8 0.0 2.3 150 FTG 2ET7R PP 0.0 2-8 22.0 0.0 25.4 0.0 0.009 TL 68.90 PV Pipe: 191 0.0 1.101 PL 2.00 PP 0.0 2-63 22.0 0.0 24.7 0.0 0.0 150 FTG T PE 0.8 601 20.2 0.0 25.5 0.0 0.000 TL 8.00 PV Pipe: 192 0.0 1.101 PL 2.00 PP 0.0 2-64 22.0 0.0 24.8 0.0 0.0 150 FTC ET PP 0.8 602 20.2 0.0 25.6 0.0 0.000 TL 10.50 PV Pipe: 193 0.0 1.101 PL 1.00 PP 0.0 2-65 22.0 0.0 24.8 0.0 0.0 150 FTG T PE 0.3 603 21.3 0.0 25.1 0.0 0.000 TL 7.00 PV Pipe: 194 0.0 1.101 PL 6.00 PP 0.0 2-62 22.0 0.0 25.0 0.0 0.0 150 FTC ET PE 0.3 604 21.3 0.0 25.3 0.0 0.000 TL 14.50 PV NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2019) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.103 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.7 ft/sec at pipe 39. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 117.70 psi with a flow of 392.56 gpm. (6) PIPE FITTINGS TABLE BASS Pipe Table Name: standard.pip PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45E11 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 17.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45E11 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 10.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 9.790 30.00 68.00 22.00 74.00 26.00 7.00 68.00 15.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kpig ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45Ell 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.82 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 3.41 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4 . 67 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 6.97 PAGE: 0 MATERIAL: Eddythread 40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.090 2.41 6.03 2.41 6.03 7.23 1.21 12.05 2.41 6.03 140.0 C 1A 112.0 G A U G E 84.0 P R E 2A S S 56.0 U R E p 28.0 S I -14.7 WATER SUPPLY ANALYSIS Static: 118.00 psi Resid: 95.40 psi Flow: 4025.0 gpm LEGEND I Available pressure 117.81 psi @ 307.9 gpm I Required pressure 70.15 psi 8 307.9 gpm Avail. OnSite Demand Press. 117.81 psi 8 207.9 gpm J Req. OnSite Demand Press. 70.15 psi @ 207.9 gpm Source Supply Curve System Demand Curve Available at Source 10015002000 2500 3000 3500 4000 4500 5000 FLOW (GPM) (1) On Site pressures are based on hose stream deduction at the source WATER SUPPLY CURVE * <95.4 psi @ 4025 gpm Flow Test Point P 80+ R I E I S S 70X U I R I E 60+ P I S I I 50+ 40+ 30+ 20+ LEGEND I X = Required Water Supply I 70.15 psi 8 307.9 gpm 10+ 0 = Available Water Supply 11 117.81 psi 8 307.9 gpm 0 ------------------------ -+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Alternative Fire Protection Services Phone: (951) 245-7111 *oesign, Fabrication, Installation, Service, and Inspections* 28701 Highway 74 Fax: (951) 245-7222 Lake Elsinore, CA 92532 www.alternativefire.com C-16 941639 HYDRAULIC CALCULATIONS FOR OAKMONT, CARLSBAD - MEMORY CARE 2560 FARADAY AvE - CARLSBAD, CA 92008 DESIGN AREA-3 (REv-4) (PORTE COCHERE) FILE No: CARLSBAD AREA-3.SDF DATE: 09/21/21 -DESIGN DATA - NFPA EDITION USED: OCCUPANCY CLASSIFICATION: DESIGN DENSITY: MAXIMUM COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS FLOWING: END HEAD REQUIREMENT: SPRINKLER FLOW & PRESSURE REQUIRED AT BASE OF RISER: HOSE ALLOWANCE TOTAL FIRE FLOW REQUIRED: FIRE SPRINKLER K-FACTOR: FIRE SPRINKLER TEMPERATURE: FIRE SPRINKLER MANUFACTURER & MODEL: FIRE SPRINKLER SERIAL NUMBER (SIN): DESIGN / LAYOUT BY: AUTHORITY HAVING JURISDICTION (AHJ): 2016 NFPA 13 ORDINARY HAZARD GROUP I .15/ 1056 ft2 (Entire Area) 130 sq ft 12 18.8 gpm @ 11.2 psi © NODE 305 240.0 gpm @ 74.9psi © NODE BOR2 250 gpm 490.0 gpm @ 91.8 psi © NODE SRC 5.6K 155° TYCO TY-FRB TY3531 (FEND) ALTERNATIVE FIRE PROTECTION SERVICES CARLSBAD FIRE DEPT WATER FLOW AVAILABILITY DATA: STATIC: 132 psi (Reduced 10% to 118 psi) RESIDUAL: 106 psi (Reduced 10% to 95.4 psi) FLOW: 4025 gpm @ 106 psi e WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ!D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 118.0 95.4 4025.0 117.5 490.0 91.8 Available pressure is 25.8 psi (22%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 490.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 240.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 91.8 240.0 DIP -3.0 - - - - 91.7 - - - RPIN 3.0 - - - - 89.1 - - - RPOUT 3.0 - - - - 77.1 PVC -3.0 - - - - 79.7 - - - A -3.0 - - - - 79.7 - - - B -3.0 - - - - 79.7 - - - C -3.0 - - - - 79.6 - - - SWP -3.0 - - - - 78.8 - - - MAN 1.0 - - - - 76.6 - - - BOR2 4.0 - - - - 74.9 - - - TOR2 10.5 - - - - 65.8 - - - 1R 9.5 - - - - 64.9 - - - 2 9.5 - - - - 56.9 - - - 3 9.5 - - - - 56.7 - - - 6A 9.5 - - - - 55.9 - - - 6B 22.0 - - - - 47.8 - - - 2-0 22.0 - - - - 46.8 - - - 7 9.5 - - - - 45.6 - - - 8 9.5 - - - - 45.5 - - - 8A 9.5 - - - - 45.5 - - - 8B 9.5 - - - - 45.5 - - - 9 9.5 - - - - 45.5 - - - bA 9.5 - - - - 45.6 - - - lOB 22.0 - - - - 40.4 - - - 2-13 22.0 - - - - 40.6 - - - 12 9.5 - - - - 33.9 - - - 13 9.5 - - - - 33.1 - - - 14 9.5 - - - - 34.8 - - - 15 9.5 - - - - 35.2 - - - 16 9.5 - - - - 36.1 - - - 17 9.5 - - - - 36.5 - - - 18 9.5 - - - - 36.4 - - - 18A 9.5 - - - - 37.0 - - - 18B 22.0 - - - - 33.2 - - - 2-51 22.0 - - - - 35.0 - - - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI; (GPM) :9 9.5 - - - - 35.1 - - - 9A 9.5 - - - - 3.9 - - - 9B 9.5 - - - - 38.3 - - - 20 9.5 - - - - 35.2 - - - 21 9.5 - - - - 35.2 - - - 22 9.5 - - - - 35.2 - - - 23 9.5 - - - - 35.2 - - - 24 9.5 - - - - 35.2 - - - 25 9.5 - - - - 35.2 - - - 26 9.5 - - - - 35.2 - - - 27 9.5 - - - - 35.2 - - - 28 9.5 - - - - 35.2 - - 29 9.5 - - - - 35.2 - - - 30 9.5 - - - - 35.2 - - - 31 9.5 - - - - 35.2 - - - 32 9.5 - - - 35.2 - - - 33 9.5 - - - - 35.2 - - - P1 14.1 - - - - 21.8 - - - P2 14.1 - - - - 20.4 - - - P3 14.1 - - - - 18.6 - - - P4 14.1 - - - - - 5 - - - P5 14.1 - - - - 3.5 - - - P6 14.1 - - - - 12.2 - - - 97 14.1 - - - - :2.9 - - - P8 14.1 - - - - 12.? - - - P9 14.1 - - - - 12.7 - - - P10 14.1 - - - - :2.8 - - - 911 14.1 - - - - 12.8 - - - 212 14.1 - - - - :3.2 - - - P13 14.1 - - - - i3.9 - - - P14 15.2 - - - - 12.9 - - - 215 15.2 - - - - :6.9 - - - 216 15.2 - - - - 21.2 - - - 217 15.2 - - - - :9.2 - - - 918 15.2 - - - - 22.4 - 2-1 22.0 - - - 46.6 - - 2-2 22.0 - - - - 46.4 - - - 2-3 22.0 - - - - 44•7 - - - 2-4 22.0 - - - - 43.8 - - - 2-5 22.0 - - - - 4.5 - - - 2-6 22.0 - - - - 31.4 - - - 2-7 22.0 - - - - 40.9 - - - 2-8 22.0 - - - - 40.7 - - - 2-26 22.0 - - - - 40.3 - - - 2-28 22.0 - - - - - - - 2-29 22.0 - - - - 3.4 - - - 2-9 22.0 - - - - 42..3 - - - 2-10 22.0 - - - - 43.3 - - - 2-11 22.0 - - - - 40.7 - - - 2-12 22.0 - - - - 40.5 - - - 2-14 22.0 - - - - 44.7 - - - 2-15 22.0 - - - - 43.3 - - - 2-16 22.0 - - - - 45.0 - - - 2-17 22.0 - - - - 45.3 - - - 2-18 22.0 - - - - 45.5 - - - 2-19 22.0 - - - - 45.7 - - - NODE ANALYSIS DATA NODE TAG ELE'JATION NODE TYPE PRESSURE DISCHARGE (3T) (PSI) (GPM) 2-20 22.0 - - - - 45.3 - - - 2-21 22.0 - - - - 45.7 - - - 2-22 22.0 - - - - 45.2 - - - 2-23 22.0 - - - - 45.3 - - - 2-24 22.0 - - - - 45.7 - - - 2-25 22.0 - - - - 45.8 - - - 2-52 22.0 - - - - 36.2 - - - 2-53 22.0 - - - - 36.7 - - - 2-54 22.0 - - - - 38.3 - - - 2-55 22.0 - - - - 38.3 - - - 2-56 22.0 - - - - 38.2 - - - 2-57 22.0 - - - - 38.6 - - - 2-58 22.0 - - - - 39.7 - - - 2-59 22.0 - - - - 39.7 - - - 2-60 22.0 - - - - 39.6 - - - 2-61 22.0 - - - - 39.6 - - - 2-62 22.0 - - - - 40.3 - - - 2-63 22.0 - - - - 39.9 - - - 2-64 22.0 - - - - 40.0 - - - 2-65 22.0 - - - - 40.1 - - - 2-31 22.0 - - - - 40.0 - - - 2-32 22.0 - - - - 39.9 - - - 2-33 22.0 - - - - 39.7 - - - 2-34 22.0 - - - - 39.7 - - - 2-35 22.0 - - - - 39.6 - - - 2-36 22.0 - - - - 39.6 - - - 2-37 22.0 - - - - 39.6 - - - 2-38 22.0 - - - - 39.1 - - - 2-39 22.0 - - - - 38.9 - - - 2-40 2.2.0 - - - - 38.5 - - - 2-30 22.0 - - - - 38.5 - - - 2-41 22.0 - - - - 39.0 - - - 2-42 22.0 - - - - 38.7 - - - 2-43 22.0 - - - - 38.6 - - - 2-44 22.0 - - - - 39.1 - - - 2-45 22.0 - - - - 39.0 - - - 2-47 22.0 - - - - 3:3.9 - - - 2-48 22.0 - - - - 33.5 - - - 2-49 22.0 - - - - 35.8 - - - 2-30 22.0 - - - - 35.4 - - - 2-6 22.0 - - - - 33.0 - - - 201 9.0 - - - - 35.4 - - - 202 9.5 - - - - 35.2 - - - 203 9.3 - - - - 35.4 - - - 204 9.5 - - - - 35.2 - - - 205 9.3 - - - - 35.4 - - - 206 9.5 - - - - 35.2 - - - 207 9.5 - - - - 35.2 - - - 208 9.0 - - - - 35.4 - - - 209 9.5 - - - - 35.2 - - - 210 9.0 - - - - 35.4 - - - 211 9.5 - - - - 35.2 - - - 212 9.0 - - - - 35.4 - - - 301 13.7 K= 5.60 17.0 23.1 302 13.7 K= 5.60 12.3 19.6 303 13.7 K= 5.60 11.6 19.1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 304 13.7 K= 5.60 11.7 19.2 305 13.7 K= 5.60 11.2 18.8 306 13.7 K= 5.60 11.6 19.0 307 13.7 K= 5.60 11.6 19.1 308 13.7 K= 5.60 11.3 18.8 309 13.7 K= 5.60 12.0 19.4 310 13.7 K= 5.60 12.2 19.6 311 13.7 K= 5.60 13.1 20.2 312 13.7 K= 5.60 18.4 24.0 401 21.2 - - - - 45.7 - - - 402 21.2 - - - - 45.7 - - - 403 20.2 - - - - 46.0 - - - 404 20.2 - - - - 46.1 - - - 501 21.2 - - - - 39.4 - - - 502 21.2 - - - - 39.2 - - - 503 21.2 - - - - 39.3 - - - 504 21.2 - - - - 39.0 - - - 505 21.2 - - - - 39.4 - - - 506 21.2 - - - - 39.3 - - - 507 21.2 - - - - 39.3 - - - 508 21.2 - - - - 39.2 - - - 601 20.2 - - - - 40.7 - - - 602 20.2 - - - - 40.8 - - - 603 21.3 - - - - 40.4 - - - 604 21.3 - - - - 40.6 - - - PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HWC) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 240.0 9.790 PL 15.00 PF 0.0 SRC -3.0 SRCE 91.8 (N/A) 1.0 150 FTG TLG PE 0.0 DIP -3.0 0.0 91.7 0.0 0.000 TL 112.00 PV Pipe: 2 239.9 10.400 PL 6.00 PF 0.0 DIP -3.0 0.0 91.7 0.0 0.9 140 FTG L PE -2.6 RPIN 3.0 0.0 89.1 0.0 0.000 TL 32.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 89.1 0.0 12.0 psi, 239.9 gpm RPOUT 3.0 0.0 77.1 0.0 Pipe: 4 239.9 10.400 PL 6.00 PF 0.0 RPOUT 3.0 0.0 77.1 0.0 0.9 140 FTG E PE 2.6 PVC -3.0 0.0 79.7 0.0 0.000 TL 41.00 PV Pipe: 5 239.9 9.790 PL 60.00 PF 0.0 PVC -3.0 0.0 79.7 0.0 1.0 150 FTG L PE 0.0 A -3.0 0.0 79.7 0.0 0.000 TL 82.00 PV Pipe: 7 239.9 9.790 PL 167.00 PF 0.0 A -3.0 0.0 79.7 0.0 1.0 150 FTG T2F PE 0.0 B -3.0 0.0 79.7 0.0 0.000 TL 265.00 PV Pipe: 8 239.9 7.980 PL 43.00 PF 0.0 B -3.0 0.0 79.7 0.0 1.5 150 FTG TF PE 0.0 C -3.0 0.0 79.6 0.0 0.000 TL 109.50 PV Pipe: 9 239.9 4.240 PL 41.00 PF 0.9 C -3.0 0.0 79.6 0.0 5.5 150 FTG TF PE 0.0 SWP -3.0 0.0 78.8 0.0 0.009 TL 90.00 PV Pipe: 10 239.9 4.310 PL 14.00 PF 0.4 SwP -3.0 0.0 78.8 0.0 5.3 120 FTG 2L PE -1.7 MAN 1.0 0.0 76.6 0.0 0.013 TL 30.72 PV Pipe: 11 239.9 4.310 PL 3.00 PP 0.4 MAN 1.0 0.0 76.6 0.0 5.3 120 FTG T PE -1.3 BOR2 4.0 0.0 74.9 0.0 0.013 TL 30.87 PV Pipe: 12 239.9 2.703 PL 7.00 PF 6.3 BOR2 4.0 0.0 74.9 0.0 13.4 120 FTG ECB PE -2.8 TOR2 10.5 0.0 65.8 0.0 0.128 TL 48.97 PV Pipe: 13 239.9 2.703 PL 4.00 PP 1.3 TOR2 10.5 0.0 65.8 0.0 13.4 120 FTG L PE 0.4 1R 9.5 0.0 64.9 0.0 0.128 TL 10.22 PV Pipe: 16 239.9 2.703 PL 38.00 PF 8.1 1R 9.5 0.0 64.9 0.0 13.4 120 FTG TL PE 0.0 2 9.5 0.0 56.9 0.0 0.128 TL 62.87 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 17 84.9 2.703 PL 9.00 PP 0.2 2 9.5 0.0 56.9 0.0 4.7 120 FTG ---- PE 0.0 3 9.5 0.0 56.7 0.0 0.019 TL 9.00 PV Pipe: 19 84.9 2.003 PL 3.00 PF 0.8 3 9.5 0.0 56.7 0.0 8.6 150 FTG T PE 0.0 6A 9.5 0.0 55.9 0.0 0.053 TL 15.00 PV Pipe: 20 155.1 2.003 PL 41.00 PP 11.3 2 9.5 0.0 56.9 0.0 15.8 150 FTG T4R PE 0.0 7 9.5 0.0 45.6 0.0 0.163 TL 69.00 PV Pipe: 21 20.8 2.003 PL 6.00 PP 0.1 7 9.5 0.0 45.6 0.0 2.1 150 FTG T PE 0.0 8 9.5 0.0 45.5 0.0 0.004 TL 18.00 PV Pipe: 22 20.8 2.003 PL 15.00 PP 0.1 8 9.5 0.0 45.5 0.0 2.1 150 FTG E PE 0.0 8A 9.5 0.0 45.5 0.0 0.004 TL 20.70 PV Pipe: 23 -0.6 2.003 PL 5.00 PP 0.0 8A 9.5 0.0 45.5 0.0 0.1 150 FTG ---- PE 0.0 8B 9.5 0.0 45.5 0.0 0.000 TL 5.00 PV Pipe: 23A -21.8 2.003 PL 13.00 PP 0.1 83 9.5 0.0 45.5 0.0 2.2 150 FTG R PS 0.0 9 9.5 0.0 45.5 0.0 0.004 TL 17.00 PV Pipe: 24 -21.8 2.003 PL 4.00 PP 0.1 9 9.5 0.0 45.5 0.0 2.2 150 FTC ST PE 0.0 10A 9.5 0.0 45.6 0.0 0.004 TL 21.70 PV Pipe: 26 134.3 2.003 PL 66.00 PP 11.7 7 9.5 0.0 45.6 0.0 13.7 150 FTG T4R PE 0.0 12 9.5 0.0 33.9 0.0 0.125 TL 94.00 PV Pipe: 27 56.6 2.003 PL 24.00 PP 0.8 12 9.5 0.0 33.9 0.0 5.8 150 FTG 2R PS 0.0 13 9.5 0.0 33.1 0.0 0.025 TL 32.00 PV Pipe: 28 -58.4 2.003 PL 49.00 PP 1.7 13 9.5 0.0 33.1 0.0 5.9 150 FTG 4R PE 0.0 14 9.5 0.0 34.8 0.0 0.027 TL 65.00 PV Pipe: 29 -44.8 2.003 PL 12.00 PP 0.4 14 9.5 0.0 34.8 0.0 4.6 150 FTG T PE 0.0 15 9.5 0.0 35.2 0.0 0.016 TL 24.00 PV Pipe: 30 -49.5 2.003 PL 27.00 PP 0.9 15 9.5 0.0 35.2 0.0 5.0 150 FTC T2R PS 0.0 16 9.5 0.0 36.1 0.0 0.020 TL 47.00 PV Pipe: 31 -49.5 2.003 PL 5.00 PP 0.3 16 9.5 0.0 36.1 0.0 5.0 150 FTG T PE 0.0 17 9.5 0.0 36.5 0.0 0.020 TL 17.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 32 -63.1 2.003 PL 7.00 PP 0.6 17 9.5 0.0 36.5 0.0 6.4 150 FTG T PE 0.0 18A 9.5 0.0 37.0 0.0 0.031 TL 19.00 PV Pipe: 33 13.6 2.003 PL 7.00 PP 0.0 17 9.5 0.0 36.5 0.0 1.4 150 FTG R PE 0.0 18 9.5 0.0 36.4 0.0 0.002 TL 11.00 PV Pipe: 33A 13.6 1.101 PL 29.00 PF 1.6 18 9.5 0.0 36.4 0.0 4.6 150 FTG 3ET4R PE 0.0 14 9.5 0.0 34.8 0.0 0.033 TL 49.30 PV Pipe: 34 -47.3 1.598 PL 12.00 PF 1.3 12 9.5 0.0 33.9 0.0 7.6 150 FTC TR PE 0.0 19 9.5 0.0 35.1 0.0 0.055 TL 23.10 PV Pipe: 34A -42.6 1.101 PL 5.00 PF 2.8 19 9.5 0.0 35.1 0.0 14.4 150 FTG 2E PE 0.0 19A 9.5 0.0 37.9 0.0 0.275 TL 10.00 PV Pipe: 34B -21.2 1.101 PL 5.00 PF 0.4 19A 9.5 0.0 37.9 0.0 7.1 150 FTG ---- PE 0.0 19B 9.5 0.0 38.3 0.0 0.076 TL 5.00 PV Pipe: 34C 21.4 1.101 PL 72.00 PF 7.6 8A 9.5 0.0 45.5 0.0 7.2 150 FTG E2T7R RE 0.0 19A 9.5 0.0 37.9 0.0 0.077 TL 98.40 PV Pipe: 34D 21.2 1.101 PL 72.00 PF 7.2 8B 9.5 0.0 45.5 0.0 7.1 150 FTG E2T5R PE 0.0 19B 9.5 0.0 38.3 0.0 0.076 TL 95.00 PV Pipe: 35 -4.7 1.598 PL 23.00 PF 0.0 19 9.5 0.0 35.1 0.0 0.8 150 FTG TR PE 0.0 20 9.5 0.0 35.2 0.0 0.001 TL 34.10 PV Pipe: 36 -3.4 1.598 PL 6.00 PF 0.0 20 9.5 0.0 35.2 0.0 0.5 150 FTG ---- PE 0.0 21 9.5 0.0 35.2 0.0 0.000 TL 6.00 PV Pipe: 37 -3.4 1.598 PL 15.00 PF 0.0 21 9.5 0.0 35.2 0.0 0.5 150 FTG ---- PE 0.0 22 9.5 0.0 35.2 0.0 0.000 TL 15.00 PV Pipe: 38 -3.4 1.598 PL 6.00 PP 0.0 22 9.5 0.0 35.2 0.0 0.5 150 FTG ---- PE 0.0 23 9.5 0.0 35.2 0.0 0.000 TL 6.00 PV Pipe: 39 -4.7 1.598 PL 23.00 PP 0.0 23 9.5 0.0 35.2 0.0 0.8 150 FTC TR PE 0.0 15 9.5 0.0 35.2 0.0 0.001 TL 34.10 PV Pipe: 41 -1.3 1.598 PL 3.00 PF 0.0 20 9.5 0.0 35.2 0.0 0.2 150 FTG T PE 0.0 24 9.5 0.0 35.2 0.0 0.000 TL 11.40 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 42 -1.3 1.598 PL 5.00 PP 0.0 24 9.5 0.0 35.2 0.0 0.2 150 FTG ---- PE 0.0 25 9.5 0.0 35.2 0.0 0.000 TL 5.00 PV Pipe: 42A 0.0 1.394 PL 8.00 PF 0.0 25 9.5 0.0 35.2 0.0 0.0 150 FTG 2ET PE 0.0 26 9.5 0.0 35.2 0.0 0.000 TL 22.90 PV Pipe: 43 -1.3 1.598 PL 8.00 PF 0.0 25 9.5 0.0 35.2 0.0 0.2 150 FTG ---- PP 0.0 27 9.5 0.0 35.2 0.0 0.000 TL 8.00 PV Pipe: 44 -1.3 1.598 PL 12.00 PP 0.0 27 9.5 0.0 35.2 0.0 0.2 150 FTG ---- PP 0.0 28 9.5 0.0 35.2 0.0 0.000 TL 12.00 PV Pipe: 45 -1.3 1.598 PL 45.00 PP 0.0 28 9.5 0.0 35.2 0.0 0.2 150 FTG 6E2R PE 0.0 29 9.5 0.0 35.2 0.0 0.000 TL 74.40 PV Pipe: 46 -1.3 1.598 PL 12.00 PP 0.0 29 9.5 0.0 35.2 0.0 0.2 150 FTG R PE 0.0 30 9.5 0.0 35.2 0.0 0.000 TL 14.70 PV Pipe: 47 -1.3 1.598 PL 8.00 PF 0.0 30 9.5 0.0 35.2 0.0 0.2 150 FTG R PE 0.0 31 9.5 0.0 35.2 0.0 0.000 TL 10.70 PV Pipe: 48 0.0 1.394 PL 8.00 PP 0.0 31 9.5 0.0 35.2 0.0 0.0 150 FTG 2ET PE 0.0 32 9.5 0.0 35.2 0.0 0.000 TL 22.90 PV Pipe: 49 -1.3 1.598 PL 4.00 PP 0.0 31 9.5 0.0 35.2 0.0 0.2 150 FTG ---- PP 0.0 33 9.5 0.0 35.2 0.0 0.000 TL 4.00 PV Pipe: 50 -1.3 1.598 PL 3.00 PP 0.0 33 9.5 0.0 35.2 0.0 0.2 150 FTG T PP 0.0 23 9.5 0.0 35.2 0.0 0.000 TL 11.40 PV Pipe: 53 0.0 1.101 PL 1.00 PP 0.0 21 9.5 0.0 35.2 0.0 0.0 150 FTG T PP 0.2 201 9.0 0.0 35.4 0.0 0.000 TL 7.00 PV Pipe: 54 0.0 1.101 PL 1.00 PF 0.0 22 9.5 0.0 35.2 0.0 0.0 150 FTG T PE 0.0 202 9.5 0.0 35.2 0.0 0.000 TL 7.00 PV Pipe: 55 0.0 1.101 PL 2.00 PP 0.0 24 9.5 0.0 35.2 0.0 0.0 150 FTG ET PE 0.2 203 9.0 0.0 35.4 0.0 0.000 TL 10.50 PV Pipe: 56 0.0 1.101 PL 1.00 PP 0.0 26 9.5 0.0 35.2 0.0 0.0 150 FTG T PP 0.0 204 9.5 0.0 35.2 0.0 0.000 TL 7.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 57 0.0 1.101 PL 16.00 PF 0.0 26 9.5 0.0 35.2 0.0 0.0 150 FTG E PE 0.2 205 9.0 0.0 35.4 0.0 0.000 TL 18.50 PV Pipe: 58 0.0 1.101 PL 2.00 PF 0.0 27 9.5 0.0 35.2 0.0 0.0 150 FTG ET PE 0.0 206 9.5 0.0 35.2 0.0 0.000 TL 10.50 PV Pipe: 59 0.0 1.101 PL 2.00 PP 0.0 28 9.5 0.0 35.2 0.0 0.0 150 FTG ET PE 0.0 207 9.5 0.0 35.2 0.0 0.000 TL 10.50 PV Pipe: 60 0.0 1.101 PL 2.00 PP 0.0 29 9.5 0.0 35.2 0.0 0.0 150 FTC ET PE 0.2 208 9.0 0.0 35.4 0.0 0.000 TL 10.50 PV Pipe: 61 0.0 1.101 PL 2.00 PF 0.0 30 9.5 0.0 35.2 0.0 0.0 150 FTG ET PS 0.0 209 9.5 0.0 35.2 0.0 0.000 TL 10.50 PV Pipe: 62 0.0 1.101 PL 1.00 PP 0.0 32 9.5 0.0 35.2 0.0 0.0 150 FTG T PE 0.2 210 9.0 0.0 35.4 0.0 0.000 TL 7.00 PV Pipe: 63 0.0 1.101 PL 16.00 PP 0.0 32 9.5 0.0 35.2 0.0 0.0 150 FTG S PE 0.0 211 9.5 0.0 35.2 0.0 0.000 TL 18.50 PV Pipe: 64 0.0 1.101 PL 2.00 PP 0.0 33 9.5 0.0 35.2 0.0 0.0 150 FTG ET PS 0.2 212 9.0 0.0 35.4 0.0 0.000 TL 10.50 PV Pipe: 65 125.0 2.003 PL 43.00 PP 10.1 12 9.5 0.0 33.9 0.0 12.7 150 FTG 3ET5R PS -2.0 P1 14.1 0.0 21.8 0.0 0.109 TL 92.10 PV Pipe: 66 125.0 1.728 PL 4.00 PF 1.4 P1 14.1 0.0 21.8 0.0 17.1 120 FTG ---- PS 0.0 P2 14.1 0.0 20.4 0.0 0.340 TL 4.00 PV Pipe: 67 23.1 1.090 PL 7.00 PP 1.8 P2 14.1 0.0 20.4 0.0 7.9 120 FTG T PS 0.0 P3 14.1 0.0 18.6 0.0 0.141 TL 13.03 PV Pipe: 68 101.9 1.728 PL 10.00 PP 3.0 P2 14.1 0.0 20.4 0.0 13.9 120 FTG L PE 0.0 P4 14.1 0.0 17.5 0.0 0.233 TL 12.82 PV Pipe: 69 86.2 1.728 PL 9.00 PP 3.9 P4 14.1 0.0 17.5 0.0 11.8 120 FTG TL PE 0.0 P5 14.1 0.0 13.5 0.0 0.171 TL 23.11 PV Pipe: 70 66.5 1.728 PL 3.00 PP 0.3 P5 14.1 0.0 13.5 0.0 9.1 120 FTG ---- PS 0.0 P6 14.1 0.0 13.2 0.0 0.106 TL 3.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 72 47.4 1.728 PL 6.00 PF 0.3 P6 14.1 0.0 13.2 0.0 6.5 120 FTG ---- PR 0.0 P7 14.1 0.0 12.9 0.0 0.057 TL 6.00 PV Pipe: 73 28.3 1.728 PL 7.00 PF 0.2 P7 14.1 0.0 12.9 0.0 3.9 120 FTG ---- PR 0.0 P8 14.1 0.0 12.7 0.0 0.022 TL 7.00 PV Pipe: 74 9.5 1.728 PL 2.00 PF 0.0 P8 14.1 0.0 12.7 0.0 1.3 120 FTG ---- PE 0.0 P9 14.1 0.0 12.7 0.0 0.003 TL 2.00 PV Pipe: 75 -9.5 1.728 PL 20.00 PF 0.1 P9 14.1 0.0 12.7 0.0 1.3 120 FTG 2L PR 0.0 P10 14.1 0.0 12.8 0.0 0.003 TL 25.64 PV Pipe: 76 -28.6 1.728 PL 2.00 PF 0.0 P10 14.1 0.0 12.8 0.0 3.9 120 FTC ---- PE 0.0 P11 14.1 0.0 12.8 0.0 0.022 TL 2.00 PV Pipe: 77 -47.4 1.728 PL 7.00 PF 0.4 P11 14.1 0.0 12.8 0.0 6.5 120 FTC ---- PR 0.0 P12 14.1 0.0 13.2 0.0 0.057 TL 7.00 PV Pipe: 78 -66.8 1.728 PL 6.00 PF 0.6 P12 14.1 0.0 13.2 0.0 9.1 120 FTG ---- PR 0.0 P13 14.1 0.0 13.9 0.0 0.107 TL 6.00 PV Pipe: 79 -86.4 1.728 PL 3.00 PF 0.5 P13 14.1 0.0 13.9 0.0 11.8 120 FTG ---- PR -0.5 P14 15.2 0.0 13.9 0.0 0.172 TL 3.00 PV Pipe: 80 -106.7 1.728 PL 9.00 PF 3.0 P14 15.2 0.0 13.9 0.0 14.6 120 FTG L PE 0.0 P15 15.2 0.0 16.9 0.0 0.253 TL 11.82 PV Pipe: 81 -15.7 1.728 PL 13.00 PF 0.1 P15 15.2 0.0 16.9 0.0 2.2 120 FTG ---- PR 0.5 P4 14.1 0.0 17.5 0.0 0.007 TL 13.00 PV Pipe: 82 -90.9 1.728 PL 9.00 PF 4.4 P15 15.2 0.0 16.9 0.0 12.4 120 FTG TL PR 0.0 P16 15.2 0.0 21.2 0.0 0.188 TL 23.11 PV Pipe: 83 24.0 1.090 PL 7.00 PF 2.0 P16 15.2 0.0 21.2 0.0 8.3 120 FTG T PR 0.0 P17 15.2 0.0 19.2 0.0 0.151 TL 13.03 PV Pipe: 84 -114.9 1.728 PL 4.00 PF 1.2 P16 15.2 0.0 21.2 0.0 15.7 120 FTG ---- PR 0.0 P18 15.2 0.0 22.4 0.0 0.291 TL 4.00 PV Pipe: 85 -114.9 2.003 PL 36.00 PF 8.2 P18 15.2 0.0 22.4 0.0 11.7 150 FTG 2RT7R PE 2.5 13 9.5 0.0 33.1 0.0 0.094 TL 87.40 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 89 23.1 1.090 PL 4.00 PF 1.8 P3 14.1 0.0 18.6 0.0 7.9 120 FTG ET PS 0.2 301 13.7 5.6 17.0 23.1 0.141 TL 12.44 PV Pipe: 90 19.6 1.090 PL 5.00 PF 1.4 P5 14.1 0.0 13.5 0.0 6.7 120 FTG ET PE 0.2 302 13.7 5.6 12.3 19.6 0.104 TL 13.44 PV Pipe: 91 19.1 1.090 PL 9.00 PF 1.7 P6 14.1 0.0 13.2 0.0 6.6 120 FTC ET PE 0.2 303 13.7 5.6 11.6 19.1 0.099 TL 17.44 PV Pipe: 92 19.2 1.090 PL 5.00 PF 1.3 P7 14.1 0.0 12.9 0.0 6.6 120 FTG ET PE 0.2 304 13.7 5.6 11.7 19.2 0.100 TL 13.44 PV Pipe: 93 18.8 1.090 PL 9.00 PF 1.7 P8 14.1 0.0 12.7 0.0 6.4 120 FTG ET PE 0.2 305 13.7 5.6 11.2 18.8 0.096 TL 17.44 PV Pipe: 93A 19.0 1.090 PL 5.00 PS 1.3 P9 14.1 0.0 12.7 0.0 6.5 120 FTG ET PE 0.2 306 13.7 5.6 11.6 19.0 0.098 TL 13.44 PV Pipe: 933 19.1 1.090 PL 5.00 PF 1.3 P10 14.1 0.0 12.8 0.0 6.6 120 FTC ET PE 0.2 307 13.7 5.6 11.6 19.1 0.099 TL 13.44 PV Pipe: 93C 18.8 1.090 PL 9.00 PF 1.7 P11 14.1 0.0 12.8 0.0 6.5 120 FTG ET PE 0.2 308 13.7 5.6 11.3 18.8 0.097 TL 17.44 PV Pipe: 93D 19.4 1.090 PL 5.00 PF 1.4 P12 14.1 0.0 13.2 0.0 6.7 120 FTG ET PS 0.2 309 13.7 5.6 12.0 19.4 0.102 TL 13.44 PV Pipe: 93E 19.6 1.090 PL 9.00 PS 1.8 P13 14.1 0.0 13.9 0.0 6.7 120 FTC ET PE 0.2 310 13.7 5.6 12.2 19.6 0.104 TL 17.44 PV Pipe: 935 20.2 1.090 PL 5.00 PF 1.5 P14 15.2 0.0 13.9 0.0 7.0 120 FTG ET PE 0.7 311 13.7 5.6 13.1 20.2 0.110 TL 13.44 PV Pipe: 93G 24.0 1.090 PL 4.00 PF 1.5 P17 15.2 0.0 19.2 0.0 8.3 120 FTG T PS 0.7 312 13.7 5.6 18.4 24.0 0.151 TL 10.03 PV Pipe: 94 84.9 1.598 PL 13.00 PS 2.7 6A 9.5 0.0 55.9 0.0 13.6 150 FTG E PS -5.4 63 22.0 0.0 47.8 0.0 0.161 TL 17.00 PV Pipe: 95 -21.8 1.598 FL 13.00 PF 0.2 bA 9.5 0.0 45.6 0.0 3.5 150 FTG E PE -5.4 lOB 22.0 0.0 40.4 0.0 0.013 TL 17.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 96 -63.1 1.598 PL 13.00 PH 1.6 18A 9.5 0.0 37.0 0.0 10.1 150 FTG E PE -5.4 18B 22.0 0.0 33.2 0.0 0.093 TL 17.00 PV Pipe: 96A 84.9 1.598 PL 2.00 PF 1.0 6B 22.0 0.0 47.8 0.0 13.6 150 FTG E PE 0.0 2-0 22.0 0.0 46.8 0.0 0.161 TL 6.00 PV Pipe: 97 21.4 1.394 PL 2.00 PH 0.2 2-0 22.0 0.0 46.8 0.0 4.5 150 FTG T PE 0.0 2-1 22.0 0.0 46.6 0.0 0.024 TL 9.30 PV Pipe: 98 13.1 1.394 PL 16.00 PF 0.2 2-1 22.0 0.0 46.6 0.0 2.8 150.FTG R PH 0.0 2-2 22.0 0.0 46.4 0.0 0.010 TL 18.30 PV Pipe: 99 63.4 1.394 PL 4.00 PF 2.1 2-0 22.0 0.0 46.8 0.0 13.3 150 FTG T PH 0.0 2-3 22.0 0.0 44.7 0.0 0.182 TL 11.30 PV Pipe: 100 23.1 1.394 PL 29.00 PH 0.9 2-3 22.0 0.0 44.7 0.0 4.9 150 FTG 2R PE 0.0 2-4 22.0 0.0 43.8 0.0 0.028 TL 33.60 PV Pipe: 101 23.1 1.101 PL 16.00 PH 2.3 2-4 22.0 0.0 43.8 0.0 7.8 150 FTG T2R PE 0.0 2-5 22.0 0.0 41.5 0.0 0.089 TL 25.40 PV Pipe: 102 12.3 1.101 PL 5.00 PF 0.1 2-5 22.0 0.0 41.5 0.0 4.1 150 FTG ---- PE 0.0 2-6 22.0 0.0 41.4 0.0 0.028 TL 5.00 PV Pipe: 103 23.2 1.101 PL 5.00 PF 0.4 2-6 22.0 0.0 41.4 0.0 7.8 1 150 FTG ---- PE 0.0 2-7 22.0 0.0 40.9 0.0 0.089 TL 5.00 PV Pipe: 104 14.3 1.101 PL 5.00 PH 0.2 2-7 22.0 0.0 40.9 0.0 4.8 150 FTG ---- PH 0.0 2-8 22.0 0.0 40.7 0.0 0.037 TL 5.00 PV Pipe: 105 7.0 1.101 PL 21.00 PF 0.3 2-8 22.0 0.0 40.7 0.0 2.4 150 FTG TR PE 0.0 2-26 22.0 0.0 40.5 0.0 0.010 TL 28.70 PV Pipe: 106 40.3 1.394 PL 21.00 PF 2.4 2-3 22.0 0.0 44.7 0.0 8.5 150 FTG TR PE 0.0 2-9 22.0 0.0 42.3 0.0 0.079 TL 30.60 PV Pipe: 107 10.9 1.101 PL 24.00 PH 0.9 2-9 22.0 0.0 42.3 0.0 3.7 150 FTG 2T4R PH 0.0 2-6 22.0 0.0 41.4 0.0 0.022 TL 42.80 PV Pipe: 108 29.4 1.394 PL 31.00 PH 1.6 2-9 22.0 0.0 42.3 0.0 6.2 150 FTG 2R PE 0.0 2-10 22.0 0.0 40.8 0.0 0.044 TL 35.60 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(PPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 109 18.2 1.394 PL 5.00 PP 0.1 2-10 22.0 0.0 40.8 0.0 3.8 150 FTG ---- PE 0.0 2-11 22.0 0.0 40.7 0.0 0.018 TL 5.00 PV Pipe: 111 11.0 1.394 PL 5.00 PP 0.0 2-11 22.0 0.0 40.7 0.0 2.3 150 FTG ---- PS 0.0 2-12 22.0 0.0 40.6 0.0 0.007 TL 5.00 PV Pipe: 112 0.3 1.394 PL 14.00 PP 0.0 2-12 22.0 0.0 40.6 0.0 0.1 150 FTG R PE 0.0 2-13 22.0 0.0 40.6 0.0 0.000 TL 16.30 PV Pipe: 113 21.8 1.598 PL 3.00 PF 0.2 2-13 22.0 0.0 40.6 0.0 3.5 150 FTG ET PE 0.0 lOB 22.0 0.0 40.4 0.0 0.013 TL 15.40 PV Pipe: 114 -21.4 1.101 PL 37.00 PP 4.0 2-13 22.0 0.0 40.6 0.0 7.2 150 FTC ET4R PE 0.0 2-14 22.0 0.0 44.7 0.0 0.077 TL 52.30 PV Pipe: 115 -13.7 1.101 PL 6.00 PP 0.2 2-14 22.0 0.0 44.7 0.0 4.6 150 FTG ---- PE 0.0 2-15 22.0 0.0 44.9 0.0 0.034 TL 6.00 PV Pipe: 116 -6.5 1.101 Pb 11.00 PF 0.1 2-15 22.0 0.0 44.9 0.0 2.2 150 FTG 2R PE 0.0 2-16 22.0 0.0 45.0 0.0 0.009 TL 14.40 PV Pipe: 117 -6.5 1.101 PL 34.00 PP 0.3 2-16 22.0 0.0 45.0 0.0 2.2 150 FTG E2R PE 0.0 2-17 22.0 0.0 45.3 0.0 0.009 TL 39.90 PV Pipe: 118 -6.5 1.101 PL 31.00 PP 0.3 2-17 22.0 0.0 45.3 0.0 2.2 150 FTG R PE 0.0 2-18 22.0 0.0 45.6 0.0 0.009 TL 32.70 PV Pipe: 119 -6.5 1.101 PL 6.00 PP 0.1 2-18 22.0 0.0 45.6 0.0 2.2 150 FTG ER PS 0.0 2-19 22.0 0.0 45.7 0.0 0.009 TL 10.20 PV Pipe: 120 6.6 1.101 PL 5.00 PP 0.0 2-19 22.0 0.0 45.7 0.0 2.2 150 FTG ---- PS 0.0 2-21 22.0 0.0 45.7 0.0 0.009 TL 5.00 PV Pipe: 121 -7.2 1.101 Pb 37.00 PF 0.5 2-15 22.0 0.0 44.9 0.0 2.4 150 FTG T2R PE 0.0 2-20 22.0 0.0 45.3 0.0 0.010 TL 46.40 PV Pipe: 122 -7.2 1.101 PL 28.00 PP 0.3 2-20 22.0 0.0 45.3 0.0 2.4 150 FTG 2R PE 0.0 2-21 22.0 0.0 45.7 0.0 0.010 TL 31.40 PV Pipe: 123 -0.6 1.101 Pb 5.00 PP 0.0 2-21 22.0 0.0 45.7 0.0 0.2 150 FTG T PE 0.0 2-24 22.0 0.0 45.7 0.0 0.000 TL 11.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 124 -7.7 1.101 PL 34.00 PF 0.6 2-14 22.0 0.0 44.7 0.0 2.6 150 FTC T5R PE 0.0 2-22 22.0 0.0 45.2 0.0 0.012 TL 48.50 PV Pipe: 125 -7.7 1.101 PL 8.00 PF 0.1 2-22 22.0 0.0 45.2 0.0 2.6 150 FTG ---- PE 0.0 2-23 22.0 0.0 45.3 0.0 0.012 TL 8.00 PV Pipe: 126 -7.7 1.101 PL 24.00 PF 0.3 2-23 22.0 0.0 45.3 0.0 2.6 150 FTG 3R PE 0.0 2-24 22.0 0.0 45.7 0.0 0.012 TL 29.10 PV Pipe: 127 -8.3 1.101 PL 6.00 PF 0.2 2-24 22.0 0.0 45.7 0.0 2.8 150 FTG T PE 0.0 2-25 22.0 0.0 45.8 0.0 0.013 TL 12.00 PV Pipe: 128 -8.3 1.101 PL 36.00 PF 0.7 2-25 22.0 0.0 45.8 0.0 2.8 150 FTG ET6R PE 0.0 2-1 22.0 0.0 46.6 0.0 0.013 TL 54.70 PV Pipe: 129 -13.1 1.101 PL 6.00 PF 0.7 2-19 22.0 0.0 45.7 0.0 4.4 150 FTG 2T2R PE 0.0 2-2 22.0 0.0 46.4 0.0 0.031 TL 21.40 PV Pipe: 129A 0.0 1.101 PL 2.00 PF 0.0 2-22 22.0 0.0 45.2 0.0 0.0 150 FTG T PE 0.8 403 20.2 0.0 46.0 0.0 0.000 TL 8.00 PV Pipe: 1293 0.0 1.101 PL 2.00 PF 0.0 2-23 22.0 0.0 45.3 0.0 0.0 150 FTG T PE 0.8 404 20.2 0.0 46.1 0.0 0.000 TL 8.00 PV Pipe: 129C 0.0 1.101 PL 1.00 PF 0.0 2-20 22.0 0.0 45.3 0.0 0.0 150 FTG T PE 0.3 402 21.2 0.0 45.7 0.0 0.000 TL 7.00 PV Pipe: 129D 0.0 1.101 PL 2.00 PF 0.0 2-17 22.0 0.0 45.3 0.0 0.0 150 FTG ET PE 0.3 401 21.2 0.0 45.7 0.0 0.000 TL 10.50 PV Pipe: 130 11.2 1.394 PL 29.00 PF 0.3 2-10 22.0 0.0 40.8 0.0 2.4 150 FTG TR PE 0.0 2-26 22.0 0.0 40.5 0.0 0.007 TL 38.60 PV Pipe: 131 18.3 1.394 PL 29.00 PF 0.7 2-26 22.0 0.0 40.5 0.0 3.8 150 FTG TR PE 0.0 2-28 22.0 0.0 39.8 0.0 0.018 TL 38.60 PV Pipe: 132 10.3 1.394 PL 43.00 PF 0.3 2-28 22.0 0.0 39.8 0.0 2.2 150 FTG T2R PE 0.0 2-29 22.0 0.0 39.4 0.0 0.006 TL 54.90 PV Pipe: 133 17.0 1.394 PL 42.00 PF 0.9 2-29 22.0 0.0 39.4 0.0 3.6 150 FTG T3R PE 0.0 2-30 22.0 0.0 38.5 0.0 0.016 TL 56.20 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 134 10.7 1.101 FL 20.00 PE 0.6 2-12 22.0 0.0 40.6 0.0 3.6 150 FTG TR PE 0.0 2-31 22.0 0.0 40.0 0.0 0.021 TL 27.70 PV Pipe: 135 5.1 1.101 FL 11.00 FE 0.1 2-31 22.0 0.0 40.0 0.0 1.7 150 FTG TR FE 0.0 2-32 22.0 0.0 39.9 0.0 0.005 TL 18.70 PV Pipe: 136 5.1 1.101 PL 52.00 PE 0.4 2-32 22.0 0.0 39.9 0.0 1.7 150 FTG 2T3R PE 0.0 2-37 22.0 0.0 39.6 0.0 0.005 TL 69.10 PV Pipe: 137 5.6 1.101 PL 52.00 PE 0.4 2-31 22.0 0.0 40.0 0.0 1.9 150 FTG T4R PE 0.0 2-35 22.0 0.0 39.6 0.0 0.006 TL 64.80 PV Pipe: 137A 7.2 1.101 PL 71.00 PE 1.0 2-11 22.0 0.0 40.7 0.0 2.4 150 FTG 2T9R PE 0.0 2-34 22.0 0.0 39.7 0.0 0.010 TL 98.30 PV Pipe: 138 7.9 1.101 PL 2.00 FE 0.1 2-28 22.0 0.0 39.8 0.0 2.7 150 FTG T PE 0.0 2-33 22.0 0.0 39.7 0.0 0.012 TL 8.00 PV Pipe: 139 8.8 1.101 FL 29.00 PF 0.5 2-33 22.0 0.0 39.7 0.0 2.9 150 FTG TR PE 0.0 2-38 22.0 0.0 39.1 0.0 0.015 TL 36.70 PV Pipe: 140 8.8 1.101 FL 15.00 PE 0.2 2-38 22.0 0.0 39.1 0.0 2.9 150 FTG ---- PE 0.0 2-39 22.0 0.0 38.9 0.0 0.015 TL 15.00 PV Pipe: 141 8.8 1.101 PL 25.00 PF 0.4 2-39 22.0 0.0 38.9 0.0 2.9 150 FTG R PE 0.0 2-40 22.0 0.0 38.5 0.0 0.015 TL 26.70 PV Pipe: 142 -0.8 1.101 FL 4.00 PE 0.0 2-33 22.0 0.0 39.7 0.0 0.3 150 FTG ---- PE 0.0 2-34 22.0 0.0 39.7 0.0 0.000 TL 4.00 PV Pipe: 143 6.3 1.101 FL 5.00 PE 0.0 2-34 22.0 0.0 39.7 0.0 2.1 150 FTG ---- FE 0.0 2-35 22.0 0.0 39.6 0.0 0.008 TL 5.00 PV Pipe: 144 11.9 1.101 FL 2.00 PF 0.1 2-35 22.0 0.0 39.6 0.0 4.0 150 FTG ---- FE 0.0 2-36 22.0 0.0 39.6 0.0 0.026 TL 2.00 PV Pipe: 145 9.4 1.101 FL 29.00 FE 0.6 2-36 22.0 0.0 39.6 0.0 3.2 150 FTG TR FE 0.0 2-41 22.0 0.0 39.0 0.0 0.017 TL 36.70 PV Pipe: 146 9.4 1.101 PL 15.00 FE 0.3 2-41 22.0 0.0 39.0 0.0 3.2 150 FTG ---- FE 0.0 2-42 22.0 0.0 38.7 0.0 0.017 TL 15.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 147 9.4 1.101 PL 2.00 PF 0.1 2-42 22.0 0.0 38.7 0.0 3.2 150 FTG T PE 0.0 2-43 22.0 0.0 38.6 0.0 0.017 TL 8.00 PV Pipe: 148 2.5 1.101 PL 9.00 PP 0.0 2-36 22.0 0.0 39.6 0.0 0.8 150 FTC ---- PE 0.0 2-37 22.0 0.0 39.6 0.0 0.001 TL 9.00 PV Pipe: 149 7.6 1.101 PL 34.00 PF 0.5 2-37 22.0 0.0 39.6 0.0 2.6 150 FTG TR PE 0.0 2-44 22.0 0.0 39.1 0.0 0.011 TL 41.70 PV Pipe: 150 7.6 1.101 PL 8.00 PP 0.1 2-44 22.0 0.0 39.1 0.0 2.6 150 FTC ---- PE 0.0 2-45 22.0 0.0 39.0 0.0 0.011 TL 8.00 PV Pipe: 151 0.0 1.101 PL 8.00 PP 0.0 2-45 22.0 0.0 39.0 0.0 0.0 150 FTG T PE 0.0 2-46 22.0 0.0 39.0 0.0 0.000 TL 14.00 PV Pipe: 152 7.6 1.101 PL 8.00 PP 0.1 2-45 22.0 0.0 39.0 0.0 2.6 150 FTC ---- PE 0.0 2-47 22.0 0.0 38.9 0.0 0.011 TL 8.00 PV Pipe: 153 7.6 1.101 PL 31.00 PF 0.4 2-47 22.0 0.0 38.9 0.0 2.6 150 FTG 2E PE 0.0 2-48 22.0 0.0 38.5 0.0 0.011 TL 36.00 PV Pipe: 154 -4.6 1.101 PL 8.00 PF 0.1 2-48 22.0 0.0 38.5 0.0 1.5 150 FTC TR PE 0.0 2-43 22.0 0.0 38.6 0.0 0.004 TL 15.70 PV Pipe: 155 4.8 1.101 PL 10.00 PP 0.1 2-43 22.0 0.0 38.6 0.0 1.6 150 FTC R PE 0.0 2-40 22.0 0.0 38.5 0.0 0.005 TL 11.70 PV Pipe: 156 -2.4 1.101 PL 2.00 PP 0.0 2-40 22.0 0.0 38.5 0.0 0.8 150 FTC T PE 0.0 2-30 22.0 0.0 38.5 0.0 0.001 TL 8.00 PV Pipe: 157 0.0 1.101 PL 1.00 PP 0.0 2-38 22.0 0.0 39.1 0.0 0.0 150 FTC T PE 0.3 501 21.2 0.0 39.4 0.0 0.000 TL 7.00 PV Pipe: 158 0.0 1.101 PL 1.00 PP 0.0 2-39 22.0 0.0 38.9 0.0 0.0 150 FTC T PE 0.3 502 21.2 0.0 39.2 0.0 0.000 TL 7.00 PV Pipe: 159 0.0 1.101 PL 1.00 PF 0.0 2-41 22.0 0.0 39.0 0.0 0.0 150 FTC T PE 0.3 503 21.2 0.0 39.3 0.0 0.000 TL 7.00 PV Pipe: 160 0.0 1.101 PL 1.00 PF 0.0 2-42 22.0 0.0 38.7 0.0 0.0 150 FTC T PE 0.3 504 21.2 0.0 39.0 0.0 0.000 TL 7.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 161 0.0 1.101 PL 1.00 PF 0.0 2-44 22.0 0.0 39.1 0.0 0.0 150 FTG T PE 0.3 505 21.2 0.0 39.4 0.0 0.000 TL 7.00 PV Pipe: 162 0.0 1.101 PL 9.00 PP 0.0 2-46 22.0 0.0 39.0 0.0 0.0 150 FTG ET PE 0.3 506 21.2 0.0 39.3 0.0 0.000 TL 17.50 PV Pipe: 163 0.0 1.101 PL 9.00 PP 0.0 2-46 22.0 0.0 39.0 0.0 0.0 150 FTG ET PE 0.3 507 21.2 0.0 39.3 0.0 0.000 TL 17.50 PV Pipe: 164 0.0 1.101 PL 1.00 PP 0.0 2-47 22.0 0.0 38.9 0.0 0.0 150 FTG T PE 0.3 508 21.2 0.0 39.2 0.0 0.000 TL 7.00 PV Pipe: 165 12.2 1.101 PL 49.00 PP 1.7 2-48 22.0 0.0 38.5 0.0 4.1 150 FTG ET3R PE 0.0 2-49 22.0 0.0 36.8 0.0 0.027 TL 62.60 PV Pipe: 165A 2.4 1.101 PL 69.00 PF 0.1 2-49 22.0 0.0 36.8 0.0 0.8 150 FTG 2E3R PS 0.0 2-53 22.0 0.0 36.7 0.0 0.001 TL 79.10 PV Pipe: 166 9.8 1.101 PL 13.00 PF 0.4 2-49 22.0 0.0 36.8 0.0 3.3 150 FTG T2R PE 0.0 2-50 22.0 0.0 36.4 0.0 0.018 TL 22.40 PV Pipe: 167 16.0 1.101 PL 44.00 PF 2.1 2-40 22.0 0.0 38.5 0.0 5.4 150 FTG 2R PS 0.0 2-50 22.0 0.0 36.4 0.0 0.045 TL 47.40 PV Pipe: 168 25.8 1.101 PL 5.00 PF 1.4 2-50 22.0 0.0 36.4 0.0 8.7 150 FTG TR PE 0.0 2-51 22.0 0.0 35.0 0.0 0.109 TL 12.70 PV Pipe: 169 63.1 1.598 PL 7.00 PP 1.8 2-51 22.0 0.0 35.0 0.0 10.1 150 FTG ET PE 0.0 18B 22.0 0.0 33.2 0.0 0.093 TL 19.40 PV Pipe: 170 -37.3 1.394 PL 8.00 PP 1.2 2-51 22.0 0.0 35.0 0.0 7.8 150 FTG TR PE 0.0 2-52 22.0 0.0 36.2 0.0 0.068 TL 17.60 PV Pipe: 171 -14.4 1.101 PL 13.00 PP 0.5 2-52 22.0 0.0 36.2 0.0 4.9 150 FTG ---- PE 0.0 2-53 22.0 0.0 36.7 0.0 0.037 TL 13.00 PV Pipe: 172 -12.1 1.101 PL 44.00 PF 1.6 2-53 22.0 0.0 36.7 0.0 4.1 150 FTG 2ET3R PE 0.0 2-54 22.0 0.0 38.3 0.0 0.027 TL 60.10 PV Pipe: 173 -1.8 1.101 PL 6.00 PP 0.0 2-54 22.0 0.0 38.3 0.0 0.6 150 FTG T PS 0.0 2-55 22.0 0.0 38.3 0.0 0.001 TL 12.00 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 174 8.3 1.101 PL 11.00 PF 0.1 2-55 22.0 0.0 38.3 0.0 2.8 150 FTG ---- PE 0.0 2-56 22.0 0.0 38.2 0.0 0.013 TL 11.00 PV Pipe: 175 -14.6 1.394 PL 15.00 PF 0.4 2-56 22.0 0.0 38.2 0.0 3.1 150 FTG 2ET PE 0.0 2-30 22.0 0.0 38.5 0.0 0.012 TL 29.90 PV Pipe: 176 22.9 1.394 PL 40.00 PF 2.0 2-56 22.0 0.0 38.2 0.0 4.8 150 FTG 2T7R PE 0.0 2-52 22.0 0.0 36.2 0.0 0.028 TL 70.70 PV Pipe: 177 -10.1 1.101 PL 47.00 PF 1.3 2-55 22.0 0.0 38.3 0.0 3.4 150 FTG 2T6R PE 0.0 2-60 22.0 0.0 39.6 0.0 0.019 TL 69.20 PV Pipe: 178 -10.2 1.101 PL 10.00 PP 0.3 2-54 22.0 0.0 38.3 0.0 3.5 150 FTG T PE 0.0 2-57 22.0 0.0 38.6 0.0 0.020 TL 16.00 PV Pipe: 179 -10.2 1.101 PL 47.00 PP 1.1 2-57 22.0 0.0 38.6 0.0 3.5 150 FTG E4R PE 0.0 2-58 22.0 0.0 39.7 0.0 0.020 TL 56.30 PV Pipe: 180 0.6 1.101 PL 10.00 PF 0.0 2-58 22.0 0.0 39.7 0.0 0.2 150 FTC T PE 0.0 2-59 22.0 0.0 39.7 0.0 0.000 TL 16.00 PV Pipe: 181 9.5 1.101 PL 5.00 PP 0.1 2-59 22.0 0.0 39.7 0.0 3.2 150 FTG ---- PE 0.0 2-60 22.0 0.0 39.6 0.0 0.017 TL 5.00 PV Pipe: 182 -0.6 1.101 PL 2.00 PF 0.0 2-60 22.0 0.0 39.6 0.0 0.2 150 FTG ---- PE 0.0 2-61 22.0 0.0 39.6 0.0 0.000 TL 2.00 PV Pipe: 183 6.6 1.101 PL 19.00 PF 0.2 2-61 22.0 0.0 39.6 0.0 2.2 150 FTG T PE 0.0 2-29 22.0 0.0 39.4 0.0 0.009 TL 25.00 PV Pipe: 184 -10.8 1.101 PL 23.00 PP 0.5 2-58 22.0 0.0 39.7 0.0 3.7 150 FTG R PE 0.0 2-62 22.0 0.0 40.3 0.0 0.022 TL 24.70 PV Pipe: 185 -10.8 1.101 PL 46.00 PF 1.3 2-62 22.0 0.0 40.3 0.0 3.7 150 FTG T3R PE 0.0 2-5 22.0 0.0 41.5 0.0 0.022 TL 57.10 PV Pipe: 186 -8.9 1.101 PL 23.00 PP 0.3 2-59 22.0 0.0 39.7 0.0 3.0 150 FTG ---- PE 0.0 2-65 22.0 0.0 40.1 0.0 0.015 TL 23.00 PV Pipe: 187 -8.9 1.101 PL 46.00 PP 0.9 2-65 22.0 0.0 40.1 0.0 3.0 150 FTC T3R PE 0.0 2-7 22.0 0.0 40.9 0.0 0.015 TL 57.10 PV PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 188 -7.3 1.101 PL 18.00 PF 0.3 2-61 22.0 0.0 39.6 0.0 2.5 150 FTG T3R PE 0.0 2-63 22.0 0.0 39.9 0.0 0.010 TL 29.10 PV Pipe: 189 -7.3 1.101 PL 8.00 PF 0.1 2-63 22.0 0.0 39.9 0.0 2.5 150 FTC ---- PE 0.0 2-64 22.0 0.0 40.0 0.0 0.010 TL 8.00 PV Pipe: 190 -7.3 1.101 PL 46.00 PP 0.7 2-64 22.0 0.0 40.0 0.0 2.5 150 FTC 2ET7R PE 0.0 2-8 22.0 0.0 40.7 0.0 0.010 TL 68.90 PV Pipe: 191 0.0 1.101 PL 2.00 PF 0.0 2-63 22.0 0.0 39.9 0.0 0.0 150 FTG T PE 0.8 601 20.2 0.0 40.7 0.0 0.000 TL 8.00 PV Pipe: 192 0.0 1.101 PL 2.00 PP 0.0 2-64 22.0 0.0 40.0 0.0 0.0 150 FTG ET PE 0.8 602 20.2 0.0 40.8 0.0 0.000 TL 10.50 PV Pipe: 193 0.0 1.101 PL 1.00 PP 0.0 2-65 22.0 0.0 40.1 0.0 0.0 150 FTC T PS 0.3 603 21.3 0.0 40.4 0.0 0.000 TL 7.00 PV Pipe: 194 0.0 1.101 PL 6.00 PF 0.0 2-62 22.0 0.0 40.3 0.0 0.0 150 FTC ST PE 0.3 604 21.3 0.0 40.6 0.0 0.000 TL 14.50 PV NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2019) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.157 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 17.1 ft/sec at pipe 66. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 117.47 psi with a flow of 531.99 gpm. (6) PIPE FITTINGS TABLE BASS Pipe Table Name: standard.pip PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Eli Tee LngEii ChkVlv BfyVlv GatVlv NPTee F45Ell 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 17.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Eli Tee LngEl1 ChkVlv BfyVlv GatVlv NPTee F45E11 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 10.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 9.790 30.00 68.00 22.00 74.00 26.00 7.00 68.00 15.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kpig ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEfl ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45E11 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.82 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4. 67 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 6.97 PAGE: 0 MATERIAL: Eddythread 40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.090 2.41 6.03 2.41 6.03 7.23 1.21 12.05 2.41 6.03 Static: 118.00 psi Resid: 95.40 psi Flow: 4025.0 gpm 140.0 LEGEND Available pressure 117.54 psi @ 490.0 gpm G A U G 2A E 84.0 P R E S 56.0 U R E p 28.0 S i -14.7 I Required pressure 91.77 psi @ 490.0 gpm Avail. OnSite Demand Press. 117.54 psi @ 240.0 gpm Req. OnSite Demand Press. 91.77 psi 8 240.0 gpm Source Supply Curve System Demand Curve Available at Source WATER SUPPLY ANALYSIS 10015002000 2500 3000 3500 4000 4500 5000 FLOW (GPM) (1) On Site pressures are based on hose stream deduction at the source WATER SUPPLY CURVE * <-95.4 psi 8 4025 gpm Flow Test Point 90+ 80+ R E S S 70+ U R E 60+ P S I 50+ 40+ 30+ 20+ LEGEND I X = Required Water Supply I 91.77 psi 8 490.0 gpm 10+ U I 0 = Available Water Supply I 117.54 psi 8 490.0 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) N - - Fire Protection by Computer Design ALTERNATIVE FIRE PROTECTION 28701 Hwy 74 LAKE EL SINORE , CA. 92532 (951) 245-7111 Job Name : OSL-CARLSBAD 4 HEAD CALC 3RD FLR Building : ASSISTED LIVING Location : 4 HEADS CALC System : 1 Contract : 20006 Data File : OSL-CARLSBAD AREA 1 CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALTERNATIVE FIRE PROTECTION OSL-CARLSBAD 4 HEAD CALC 3RD FLR Page Date 11/6/20 Hydraulic Design Information Sheet Name - OAKMONT ASSISTED LIVING 3RD FLR AREA 1 Date - 11/6/20 Location - 4 HEADS CALC Building - ASSISTED LIVING System No. - 1 Contractor - ALTERNATIVE FIRE PROTECTION Contract No. - 20006 Calculated By - ANGI VILLAMENA Drawing No. - FP-4 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - lo'-O" Occupancy - LIGHT HAZARD S (XX) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve Other Specific Ruling Made By Date Area of Sprinkler Operation - 4 HEADS System Type SprinklerNozzle Density - .10 (X) Wet Make TYCO Area Per Sprinkler - 400 ( ) Dry Model LF 11 Elevation at Highest Outlet - lo'-O" ( ) Deluge Size 7/16 Hose Allowance - Inside - 50 ( ) Preaction K-Factor 4.9 Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 DEG.F Hose Allowance - Outside - 50 Note Calculation Flow Required - 263.011 Press Required - 115.215 TEST Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 9/4/20 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 132 8 Press - R Residual Press - 89 Elev. - Well Flow - 5375 Proof Flow S Elevation - 0 U P Location - FARADAY AVE. AT EL FUERTE ST P L Source of Information - CITY OF CARLSBAD Y C Commodity Class Location 0 Storage Ht. Area Aisle W. N 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 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E t1L)L±LU11L.L DctL.LJ.wL rLov.Luwu; S T E N D E S I G N Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ALTERNATIVE FIRE PROTECTION Page 2 OSL-CARLSBAD 4 HEAD CALC 3RD FLR Date 11/6/20 City Water Supply: Demand: Cl - Static Pressure : 118.8 Dl - Elevation : 13.210 C2 - Residual Pressure: 80.1 D2 - System Flow : 163.011 C2 - Residual Flow : 5375 D2 - System Pressure :115.215 Hose ( Demand ) : 100 D3 - System Demand : 263.011 Safety Margin : 3.439 150 140 130 P 120 D3 R 11 100 - S 90 - 'IIIIIIII C2 S 80 U 70 R 60 E 50 40 30 20 10 _•. .... 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 ALTERNATIVE FIRE PROTECTION Page 3 OSL-CARLSBAD 4 HEAD CALC 3RD FLR Date 11/6/20 Fitting Legend Abbrev. Name ½3/4 1 1 1/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 1618 -- 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 1345Elbow 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 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch 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 I Flow Summary - STANDARD ALTERNATIVE FIRE PROTECTION Page 4 OSL-CARLSBAD 4 HEAD CALC 3RD FLR Date 11/6/20 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. HEADS 0.0 79.85 na 3191 30.5 4.9 66.64 na 40.0 0.1 400 7.0 3R2 30.5 4.9 68.5 na 40.56 0.1 400 7.0 3R3 30.5 4.9 75.0 na 42.44 0.1 400 7.0 3R4 30.5 4.9 66.7 na 40.02 0.1 400 7.0 3R11 33.0 69.48 na 321 33.0 70.37 na 3R14 33.0 69.55 na 315 33.0 70.33 na 3R12 33.0 71.44 na 323 33.0 74.23 na 325 33.0 77.29 na 3R13 33.0 78.98 na 322 33.0 80.54 na 324 33.0 81.12 na 326 33.0 82.4 na 333 33.0 82.68 na 331 33.0 82.61 na 329 33.0 82.33 na 334 33.0 83.59 na 332 33.0 83.65 na 330 33.0 83.92 na 335 33.0 85.57 na 337 33.0 85.57 na 339 33.0 85.54 na 345 33.0 86.02 na 347 33.0 86.25 na 351 33.0 86.6 na 353 33.0 86.58 na 355 33.0 86.44 na 352 33.0 87.22 na 354 33.0 87.24 na 356 33.0 87.38 na 358 33.0 87.13 na 360 33.0 87.15 na 362 33.0 87.23 na 357 33.0 86.82 na 359 33.0 86.8 na 361 33.0 86.73 na MAIN 0.0 79.85 na 327 33.0 81.45 na 328 33.0 84.73 na 349 33.0 86.39 na 343 33.0 85.9 na 342 33.0 86.23 na 344 33.0 86.25 na 346 33.0 86.28 na 348 33.0 86.3 na 341 33.0 85.52 na 336 33.0 86.21 na 338 33.0 86.22 na 340 33.0 86.23 na 364 33.0 87.59 na 350 33.0 89.1 na 3TR 33.0 90.6 na 3BR 23.0 97.94 na 28R 13.0 102.33 na BR1 10.0 103.88 na TR 10.0 105.15 na BR 0.5 109.29 na GA -2.0 110.38 na UNDER 0.0 79.85 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard ALTERNATIVE FIRE PROTECTION Page 5 OSL-CARLSBAD 4 HEAD CALC 3RD FLR Date 11/6/20 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. EL 0.0 109.52 na A 0.0 109.52 na 100.0 B 0.0 109.61 na C 0.0 109.64 na 0 0.0 109.7 na E 0.0 109.99 na BF1 0.0 110.12 na BF2 0.0 115.17 na CM 0.0 115.22 na The maximum velocity is 18.9 and it occurs in the pipe between nodes 3R12 and 323 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 6 OSL-CARLSBAD 4 HEAD CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref."C',or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 3R1 40.00 1.101 N 7.0 4.000 66.639 K Factor =4.90 to 150.0 0 5.0 12.000 -1.083 3R11 40.0 0.2453 0.0 16.000 3.925 Vet = 13.48 0.0 40.00 69.481 K Factor = 4.80 3R2 40.56 1.101 N 7.0 4.000 68.501 K Factor= 4.90 to 150.0 0 5.0 12.000 -1.083 3R12 40.56 0.2516 0.0 16.000 4.026 Vet = 13.67 0.0 40.56 71.444 K Factor = 4.80 3R3 42.44 1.101 N 7.0 6.500 75.005 K Factor =4.90 to 150.0 0 5.0 12.000 -1.083 3R13 42.44 0.2736 0.0 18.500 5.062 Vet = 14.30 0.0 42.44 78.984 K Factor = 4.78 3R4 40.02 1.101 N 7.0 4.000 66.703 K Factor = 4.90 to 150.0 0 5.0 12.000 -1.083 3R14 40.02 0.2455 0.0 16.000 3.928 Vet = 13.49 0.0 40.02 69.548 K Factor = 4.80 3R11 40.00 1.394 R 1.0 4.500 69.481 to 150.0 0 6.0 7.000 0.0 321 40.0 0.0777 0.0 11.500 0.894 Vet = 8.41 321 -49.35 1.394 0.0 9.170 70.375 to 150.0 0.0 0.0 0.0 315 -9.35 -0.0053 0.0 9.170 -0.049 Vet = 1.97 0.0 -9.35 70.326 K Factor = -1.11 3R14 40.02 1.394 0 6.0 4.000 69.548 to 150.0 0.0 6.000 0.0 315 40.02 0.0778 0.0 10.000 0.778 Vet = 8.41 315 -9.35 1.394 34R 34.0 172.670 70.326 to 150.0 N 8.0 42.000 0.0 322 30.67 0.0476 0.0 214.670 10.210 Vet = 6.45 0.0 30.67 80.536 K Factor = 3.42 321 49.35 1.394 0.0 9.330 70.375 to 150.0 0.0 0.0 0.0 3R12 49.35 0.1146 0.0 9.330 1.069 Vet = 10.37 3R12 40.55 1.394 0 6.0 2.000 71.444 to 150.0 0.0 6.000 0.0 323 89.9 0.3479 0.0 8.000 2.783 Vet = 18.90 323 -65.10 1.394 27R 27.0 181.750 74.227 to 150.0 0 6.0 33.000 0.0 324 24.8 0.0321 0.0 214.750 6.895 Vet = 5.21 0.0 24.80 81.122 K Factor= 2.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 7 OSL-CARLSBAD 4 HEAD CALC 3RD FLR Date 11/6/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C' or Ftngs Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 323 65.10 1.394 A 1.0 9.000 74.227 to 150.0 0 6.0 7.000 0.0 325 65.1 0.1914 0.0 16.000 3.062 Vel = 13.69 325 -44.71 1.394 41R 41.0 181.750 77.289 to 150.0 0 6.0 47.000 0.0 326 20.39 0.0224 0.0 228.750 5.114 Vel = 4.29 0.0 20.39 82.403 K Factor = 2.25 325 44.71 1.394 2R 2.0 9.750 77.289 to 150.0 0 6.0 8.000 0.0 3R13 44.71 0.0955 0.0 17.750 1.695 Vel = 9.40 3R13 42.43 1.394 0 6.0 1.500 78.984 to 150.0 0.0 6.000 0.0 327 87.14 0.3284 0.0 7.500 2.463 Vel = 18.32 0.0 87.14 81.447 K Factor = 9.66 322 30.67 1.394 R 1.0 11.330 80.536 to 150.0 0.0 1.000 0.0 324 30.67 0.0475 0.0 12.330 0.586 Vel = 6.45 324 24.80 1.394 0.0 9.000 81.122 to 150.0 0.0 0.0 0.0 326 55.47 0.1423 0.0 9.000 1.281 Vel = 11.66 326 20.40 1.394 R 1.0 11.250 82.403 to 150.0 0.0 1.000 0.0 341 75.87 0.2540 0.0 12.250 3.112 Vel = 15.95 0.0 75.87 85.515 K Factor = 8.20 333 -10.24 1.394 0.0 10.580 82.681 to 150.0 0.0 0.0 0.0 331 -10.24 -0.0063 0.0 10.580 -0.067 Vel = 2.15 331 -10.95 1.394 A 1.0 11.000 82.614 to 150.0 0.0 1.000 0.0 329 -21.19 -0.0239 0.0 12.000 -0.287 Vel = 4.45 329 -13.58 1.394 R 1.0 7.670 82.327 to 150.0 0 6.0 7.000 0.0 327 -34.77 -0.0600 0.0 14.670 -0.880 Vel = 7.31 0.0 -34.77 81.447 K Factor = -3.85 334 10.24 1.394 0.0 10.580 83.588 to 150.0 0.0 0.0 0.0 332 10.24 0.0062 0.0 10.580 0.066 Vel = 2.15 332 10.95 1.394 0.0 11.000 83.654 to 150.0 0.0 0.0 0.0 330 21.19 0.0240 0.0 11.000 0.264 Vel = 4.45 330 13.58 1.394 0 6.0 7.580 83.918 to 150.0 0.0 6.000 0.0 328 34.77 0.0599 0.0 13.580 0.814 Vel = 7.31 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 8 OSL-CARLSBAD 4 HEAD CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 34.77 84.732 K Factor = 3.78 333 10.24 1.394 19R 19.0 120.000 82.681 to 150.0 0 6.0 25.000 0.0 334 10.24 0.0063 0.0 145.000 0.907 Vel = 2.15 0.0 10.24 83.588 K Factor= 1.12 331 10.95 1.394 21R 21.0 120.000 82.614 to 150.0 0 6.0 27.000 0.0 332 10.95 0.0071 0.0 147.000 1.040 Vel = 2.30 0.0 10.95 83.654 K Factor = 1.20 329 13.58 1.394 25R 25.0 120.000 82.327 to 150.0 0 6.0 31.000 0.0 330 13.58 0.0105 0.0 151.000 1.591 Vel = 2.85 0.0 13.58 83.918 K Factor = 1.48 335 6.77 1.394 33R 33.0 173.750 85.573 to 150.0 20 12.0 45.000 0.0 336 6.77 0.0029 0.0 218.750 0.636 Vel= 1.42 0.0 6.77 86.209 K Factor = 0.73 337 6.92 1.394 29R 29.0 173.750 85.566 to 150.0 20 12.0 41.000 0.0 338 6.92 0.0030 0.0 214.750 0.650 Vel = 1.45 0.0 6.92 86.216 K Factor = 0.75 339 6.86 1.394 46R 46.0 173.750 85.543 to 150.0 20 12.0 58.000 0.0 340 6.86 0.0030 0.0 231.750 0.691 Vel = 1.44 0.0 6.86 86.234 K Factor = 0.74 345 3.71 1.394 33R 33.0 178.000 86.020 to 150.0 20 12.0 61.000 0.0 344 3.71 0.0010 2N 16.0 239.000 0.229 Vel = 0.78 0.0 3.71 86.249 K Factor = 0.40 347 1.33 1.394 29R 29.0 173.750 86.247 to 150.0 20 12.0 41.000 0.0 346 1.33 0.0001 0.0 214.750 0.031 Vel = 0.28 0.0 1.33 86.278 K Factor= 0.14 351 -6.55 1.394 0.0 9.000 86.601 to 150.0 0.0 0.0 0.0 353 -6.55 -0.0028 0.0 9.000 -0.025 Vel = 1.38 353 -6.70 1.394 R 1.0 12.250 86.576 to 150.0 0.0 1.000 0.0 355 -13.25 -0.0100 0.0 13.250 -0.133 Vel = 2.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 9 OSL-CARLSBAD 4 HEAD CALC 3RD FLR Date 11/6/20 Hyd. Oa Dia. / Fitting Pipe Pt Pt Ref..1c"or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 355 -7.92 1.394 R 1.0 7.750 86.443 to 150.0 0.0 1.000 0.0 340 -21.17 -0.0239 0.0 8.750 -0.209 Vel = 4.45 0.0 -21.17 86.234 K Factor = -2.28 352 6.55 1.394 R 1.0 9.000 87.216 to 150.0 0.0 1.000 0.0 354 6.55 0.0028 0.0 10.000 0.028 Vel = 1.38 354 6.70 1.394 R 1.0 12.250 87.244 to 150.0 0.0 1.000 0.0 356 13.25 0.0100 0.0 13.250 0.133 Vel = 2.79 356 7.92 1.394 R 1.0 7.750 87.377 to 150.0 0.0 1.000 0.0 364 21.17 0.0240 0.0 8.750 0.210 Vel = 4.45 0.0 21.17 87.587 K Factor = 2.26 358 5.61 1.394 2R 2.0 10.500 87.129 to 150.0 0.0 2.000 0.0 360 5.61 0.0021 0.0 12.500 0.026 Vel = 1.18 360 6.15 1.394 0.0 9.000 87.155 to 150.0 0.0 0.0 0.0 362 11.76 0.0080 0.0 9.000 0.072 Vel = 2.47 362 7.01 1.394 R 1.0 11.750 87.227 to 150.0 0 6.0 7.000 0.0 364 18.77 0.0192 0.0 18.750 0.360 Vel = 3.95 0.0 18.77 87.587 K Factor = 2.01 357 -5.61 1.394 0.0 10.420 86.824 to 150.0 0.0 0.0 0.0 359 -5.61 -0.0020 0.0 10.420 -0.021 Vel = 1.18 359 -6.15 1.394 0.0 9.000 86.803 to 150.0 0.0 0.0 0.0 361 -11.76 -0.0081 0.0 9.000 -0.073 Vel = 2.47 361 -7.01 1.394 0 6.0 11.750 86.730 to 150.0 0.0 6.000 0.0 349 -18.77 -0.0192 0.0 17.750 -0.340 Vel = 3.95 0.0 -18.77 86.390 K Factor = -2.02 351 6.55 1.394 30R 30.0 183.170 86.601 to 150.0 20 12.0 42.000 0.0 352 6.55 0.0027 0.0 225.170 0.615 Vel = 1.38 0.0 6.55 87.216 K Factor = 0.70 353 6.70 1.394 35R 35.0 183.170 86.576 to 150.0 2N 16.0 51.000 0.0 354 6.7 0.0029 0.0 234.170 0.668 Vel = 1.41 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 10 OSL-CARLSBAD 4 HEAD CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 6.70 87.244 K Factor = 0.72 355 7.92 1.394 45R 45.0 183.170 86.443 to 150.0 20 12.0 57.000 0.0 356 7.92 0.0039 0.0 240.170 0.934 Vet = 1.66 0.0 7.92 87.377 K Factor = 0.85 357 5.61 1.394 22R 22.0 114.420 86.824 to 150.0 20 12.0 34.000 0.0 358 5.61 0.0021 0.0 148.420 0.305 Vet = 1.18 0.0 5.61 87.129 K Factor = 0.60 359 6.15 1.394 18R 18.0 114.420 86.803 to 150.0 20 12.0 30.000 0.0 360 6.15 0.0024 0.0 144.420 0.352 VeI= 1.29 0.0 6.15 87.155 KFactor= 0.66 361 7.01 1.394 34R 34.0 114.420 86.730 to 150.0 20 12.0 46.000 0.0 362 7.01 0.0031 0.0 160.420 0.497 Vet = 1.47 0.0 7.01 87.227 K Factor = 0.75 327 52.37 2.003 19R 19.0 120.000 81.447 to 150.0 N 11.0 30.000 0.0 328 52.37 0.0219 0.0 150.000 3.285 Vel = 5.33 328 34.77 2.003 4R 4.0 25.500 84.732 to 150.0 0.0 4.000 0.0 349 87.14 0.0562 0.0 29.500 1.658 Vet = 8.87 349 -124.93 2.003 2R 2.0 9.920 86.390 to 150.0 0.0 2.000 0.0 347 -37.79 -0.0120 0.0 11.920 -0.143 Vet = 3.85 347 -1.32 2.003 3R 3.0 14.750 86.247 to 150.0 0.0 3.000 0.0 345 -39.11 -0.0128 0.0 17.750 -0.227 Vet = 3.98 345 -3.71 2.003 A 1.0 6.670 86.020 to 150.0 0.0 1.000 0.0 343 -42.82 -0.0150 0.0 7.670 -0.115 Vet = 4.36 343 55.31 2.003 29R 29.0 173.750 85.905 to 150.0 0 10.0 39.000 0.0 342 12.49 0.0015 0.0 212.750 0.328 Vet = 1.27 342 -0.62 2.003 R 1.0 9.830 86.233 to 150.0 0.0 1.000 0.0 344 11.87 0.0015 0.0 10.830 0.016 Vet = 1.21 344 3.71 2.003 A 1.0 11.500 86.249 to 150.0 0.0 1.000 0.0 346 15.58 0.0023 0.0 12.500 0.029 Vet = 1.59 346 1.33 2.003 0.0 9.100 86.278 to 150.0 0.0 0.0 0.0 348 16.91 0.0026 0.0 9.100 0.024 Vet = 1.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 11 OSL-CARLSBAD 4 HEAD CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref."C',or Ftng's Pe Pv Notes Point at Pf!Ft Eqv. Ln. Total Pf Pn 348 0.0 2.003 4R 4.0 28.330 86.302 to 150.0 0.0 4.000 0.0 349 16.91 0.0027 0.0 32.330 0.088 Vet = 1.72 349 106.16 2.003 2R 2.0 10.500 86.390 to 150.0 T 12.965 14.965 0.0 350 123.07 0.1064 0.0 25.465 2.709 Vet = 12.53 0.0 123.07 89.099 K Factor = 13.04 335 -6.77 2.003 2R 2.0 12.330 85.573 to 150.0 0.0 2.000 0.0 337 -6.77 -0.0005 0.0 14.330 -0.007 Vet = 0.69 337 -6.92 2.003 3R 3.0 9.500 85.566 to 150.0 0.0 3.000 0.0 339 -13.69 -0.0018 0.0 12.500 -0.023 Vel = 1.39 339 -6.86 2.003 0.0 7.170 85.543 to 150.0 0.0 0.0 0.0 341 -20.55 -0.0039 0.0 7.170 -0.028 Vet = 2.09 341 75.86 2.003 R 1.0 5.080 85.515 to 150.0 0 10.0 11.000 0.0 343 55.31 0.0243 0.0 16.080 0.390 Vet = 5.63 0.0 55.31 85.905 K Factor = 5.97 336 6.77 2.003 2R 2.0 12.330 86.209 to 150.0 0.0 2.000 0.0 338 6.77 0.0005 0.0 14.330 0.007 Vet = 0.69 338 6.92 2.003 0.0 9.500 86.216 to 150.0 0.0 0.0 0.0 340 13.69 0.0019 0.0 9.500 0.018 Vet = 1.39 340 -14.31 2.003 0.0 12.500 86.234 to 150.0 0.0 0.0 0.0 342 -0.62 -0.0001 0.0 12.500 -0.001 Vet = 0.06 0.0 -0.62 86.233 K Factor = -0.07 364 39.94 2.003 0 10.0 104.000 87.587 to 150.0 0.0 10.000 0.0 350 39.94 0.0133 0.0 114.000 1.512 Vet = 4.07 350 123.07 2.705 2E 18.718 5.250 89.099 to 120.0 0.0 18.718 0.0 3TR 163.01 0.0626 0.0 23.968 1.501 Vet = 9.10 3TR 0.0 2.705 B 10.919 9.000 90.600 to 120.0 E 9.359 38.996 4.331 3BR 163.01 0.0626 1 18.718 47.996 3.005 Vet = 9.10 3BR 0.0 4.31 0.0 10.000 97.936 to 120.0 0.0 0.0 4.331 2BR 163.01 0.0064 0.0 10.000 0.064 Vet = 3.58 2BR 0.0 4.31 T 27.874 10.000 102.331 to 120.0 0.0 27.874 1.299 BR1 163.01 0.0065 0.0 37.874 0.246 Vet = 3.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 12 OSL-CARLSBAD 4 HEAD CALC 3RD FLR Date 11/6/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. .1c.,or Ftngs Fe Pv Notes Point Ot Pf/Ft Eqv. Ln. Total Pf Pn BR1 0.0 4.31 5E 69.685 127.670 103.876 to 120.0 0.0 69.685 0.0 TR 163.01 0.0065 0.0 197.355 1.278 Vet = 3.58 TR 0.0 6.357 B 12.573 9.000 105.154 to 120.0 0.0 12.573 4.114 BR 163.01 0.0010 0.0 21.573 0.022 Vet = 1.65 BR 0.0 6.357 0.0 3.000 109.290 to 120.0 0.0 0.0 1.083 GA 163.01 0.0007 0.0 3.000 0.002 Vet = 1.65 GA 0.0 8.27 E 21.405 6.000 110.375 to 120.0 0.0 21.405 -0.866 EL 163.01 0.0003 0.0 27.405 0.008 Vet = 0.97 0.0 163.01 109.517 K Factor = 15.58 EL 163.01 7.981 0.0 6.000 109.517 to 120.0 0.0 0.0 0.0 A 163.01 0.0003 0.0 6.000 0.002 Vet = 1.05 A 100.00 7.68 2F 22.555 49.000 109.519 Oa = 100 to 150.0 E 22.555 93.979 0.0 B 263.01 0.0006 G 5.012 142.979 0.089 Vet = 1.82 1 43.857 B 0.0 7.68 F 11.278 43.170 109.608 to 150.0 0.0 11.278 0.0 C 263.01 0.0006 0.0 54.448 0.034 Vet = 1.82 C 0.0 7.68 F 11.278 43.000 109.642 to 150.0 T 43.857 55.135 0.0 D 263.01 0.0006 0.0 98.135 0.061 Vet = 1.82 D 0.0 7.68 5F 56.388 310.250 109.703 to 150.0 4E 90.221 151.621 0.0 E 263.01 0.0006 G 5.012 461.871 0.288 Vet = 1.82 E 0.0 7.68 2F 22.555 122.000 109.991 to 150.0 3E 67.666 90.221 0.0 BF1 263.01 0.0006 0.0 212.221 0.132 Vel = 1.82 BF1 0.0 8.27 3E 85.404 16.000 110.123 to 140.0 0.0 85.404 5.000 * * Fixed Loss = 5 BF2 263.01 0.0005 0.0 101.404 0.050 Vet = 1.57 BF2 0.0 7.68 G 5.012 19.000 115.173 to 150.0 T 43.857 48.869 0.0 CM 263.01 0.0006 0.0 67.869 0.042 Vet = 1.82 0.0 263.01 115.215 K Factor = 24.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Fire Protection by Computer Design ALTERNATIVE FIRE PROTECTION 28701 Hwy 74 LAKE EL SINORE CA. 92532 (951) 245-7111 Job Name : OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Building : ASSISTED LIVING Location : 6 CC3 ATTIC HEADS CALC System : 1 Contract : 20006 Data File : OSL-CARLSBAD AREA 2 CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALTERNATIVE FIRE PROTECTION Page 1 OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Date 11/6/20 Hydraulic Design Information Sheet Name - OAKMONT ASSISTED LIVING 3RD FLR AREA 2 Date - 11/6/20 Location - 6 CC3 ATTIC HEADS CALC Building - ASSISTED LIVING System No. - 1 Contractor - ALTERNATIVE FIRE PROTECTION Contract No. - 20006 Calculated By - ANGI VILLAMENA Drawing No. - FP-4 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - lo'-O" Occupancy - LIGHT HAZARD S (XX) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 6 HEADS System Type Sprinkler/Nozzle Density - .10 (X) Wet Make TYCO D Area Per Sprinkler - 256 ( ) Dry Model CC3 E Elevation at Highest Outlet - lo'-O" ( ) Deluge Size 1/2 S Hose Allowance - Inside - 50 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.200 DEG.F G Hose Allowance - Outside - 50 N Note Calculation Flow Required - 256.001 Press Required - 64.110 AT TEST Summary C-Factor Used: 150 Overhead 150 Underground Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 9/4/20 Cap. - Time of Test - Rated Cap.- Elev.- Static Press - 132 8 Press - Residual Press - 89 Elev. - Well Flow - 5375 Proof Flow Elevation - 0 Location - FARADAY AVE. AT EL FUERTE ST Source of Information - CITY OF CARLSBAD C Commodity Class O Storage Ht. Area N Storage Method: Solid Piled % N Single Row ( ) Conven. Pallet S R ( ) Double Row ( ) Slave Pallet T A ( ) Mult. Row O C R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: Location Aisle W. Palletized % Rack Auto. Storage ( ) Encap. Solid Shelf ( ) Non Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 W A T E R S U P P L Y Water Supply Curve C ALTERNATIVE FIRE PROTECTION Page 2 OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Date 11/6/20 City Water Supply: Demand: Cl - Static Pressure : 118.8 Dl - Elevation : 14.725 C2 - Residual Pressure: 80.1 D2 - System Flow : 156.001 02 - Residual Flow : 5375 D2 - System Pressure : 64.110 Hose (Demand) :100 D3 - System Demand : 256.001 Safety Margin : 54.55 1 150 140 130 Cl p120 : R 11 E 100 90 - C2 S 80 - _____ _______ _________ ___________ _____________ u° R 60 D3 E 50 40 30 20 101 10 750 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 ALTERNATIVE FIRE PROTECTION OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Page Date 3 11/6/20 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 1345' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 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 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 ALTERNATIVE FIRE PROTECTION Page 4 OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Date 11/6/20 Node Elevation K- Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. HEADS 0.0 35.62 na AR1 34.0 5.6 21.55 na AR2 34.0 5.6 21.11 na AR3 34.0 5.6 20.9 na AR4 34.0 5.6 22.23 na AR5 34.0 5.6 21.78 na AR6 34.0 5.6 21.78 na 321 33.0 25.01 na 315 33.0 25.23 na 3R12 33.0 24.78 na 323 33.0 24.58 na AR1 1 33.0 23.79 na AR12 33.0 23.31 na AR13 33.0 23.32 na 325 33.0 25.21 na AR14 33.0 24.26 na AR15 33.0 23.78 na AR16 33.0 23.78 na 3R13 33.0 29.97 na 322 33.0 30.47 na 324 33.0 30.77 na 326 33.0 31.82 na 333 33.0 32.99 na 331 33.0 32.93 na 329 33.0 32.7 na 334 33.0 33.73 na 332 33.0 33.78 na 330 33.0 34.0 na 335 33.0 35.14 na 337 33.0 35.14 na 339 33.0 35.11 na 345 33.0 35.62 na 347 33.0 35.86 na 351 33.0 36.18 na 353 33.0 36.16 na 355 33.0 36.03 na 352 33.0 36.76 na 354 33.0 36.78 na 356 33.0 36.91 na 358 33.0 36.69 na 360 33.0 36.71 na 362 33.0 36.78 na 357 33.0 36.41 na 359 33.0 36.39 na 361 33.0 36.32 na MAIN 0.0 35.62 na 327 33.0 31.98 na 328 33.0 34.66 na 349 33.0 36.01 na 343 33.0 35.5 na 342 33.0 35.83 na 344 33.0 35.85 na 346 33.0 35.89 na 348 33.0 35.91 na 341 33.0 35.08 na 336 33.0 35.81 na 338 33.0 35.81 na 340 33.0 35.83 na 364 33.0 37.1 na 350 33.0 38.51 na 3TR 33.0 39.89 na 38R 23.0 46.99 na 26.0 0.1 256 7.0 25.73 0.1 256 7.0 25.6 0.1 256 7.0 26.4 0.1 256 7.0 26.13 0.1 256 7.0 26.14 0.1 256 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard ALTERNATIVE FIRE PROTECTION Page 5 OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Date 11/6/20 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 2BR 13.0 51.38 na BR1 10.0 52.91 na TR 10.0 54.09 na BR 0.5 58.22 na GA -2.0 59.3 na UNDER 0.0 35.62 na EL 0.0 58.45 na A 0.0 58.45 na 100.0 B 0.0 58.53 na C 0.0 58.56 na D 0.0 58.62 na E 0.0 58.9 na BF1 0.0 59.02 na BF2 0.0 64.07 na CM 0.0 64.11 na The maximum velocity is 16.42 and it occurs in the pipe between nodes 325 and 3R13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 6 OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C' or Ftngs Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn AR1 26.00 1.101 N 7.0 4.330 21.551 K Factor =5.60 to 150.0 0 5.0 12.000 0.433 AR11 26.0 0.1105 0.0 16.330 1.805 VeI= 8.76 0.0 26.00 23.789 K Factor = 5.33 AR2 25.73 1.101 N 7.0 4.330 21.107 K Factor =5.60 to 150.0 0 5.0 12.000 0.433 AR12 25.73 0.1085 0.0 16.330 1.771 Vel = 8.67 0.0 25.73 23.311 K Factor = 5.33 AR3 25.60 1.101 N 7.0 6.500 20.898 K Factor =5.60 to 150.0 0 5.0 12.000 0.433 AR13 25.6 0.1074 0.0 18.500 1.987 VeI= 8.63 0.0 25.60 23.318 K Factor = 5.30 AR4 26.40 1.101 N 7.0 2.000 22.233 K Factor = 5.60 to 150.0 0 5.0 12.000 0.433 AR14 26.4 0.1137 0.0 14.000 1.592 Vel = 8.90 0.0 26.40 24.258 K Factor = 5.36 AR5 26.13 1.101 N 7.0 2.000 21.780 K Factor =5.60 to 150.0 0 5.0 12.000 0.433 AR15 26.13 0.1116 0.0 14.000 1.562 VeI= 8.81 0.0 26.13 23.775 K Factor = 5.36 AR6 26.14 1.101 N 7.0 2.000 21.784 K Factor= 5.60 to 150.0 0 5.0 12.000 0.433 AR16 26.14 0.1116 0.0 14.000 1.563 Vel = 8.81 0.0 26.14 23.780 K Factor = 5.36 321 21.39 1.394 0.0 9.170 25.006 to 150.0 0.0 0.0 0.0 315 21.39 0.0244 0.0 9.170 0.224 Vel = 4.50 315 0.0 1.394 34R 34.0 172.670 25.230 to 150.0 N 8.0 42.000 0.0 322 21.39 0.0244 0.0 214.670 5.241 Vel = 4.50 0.0 21.39 30.471 K Factor = 3.87 321 -21.39 1.394 0.0 9.330 25.006 to 150.0 0.0 0.0 0.0 3R12 -21.39 -0.0244 0.0 9.330 -0.228 Vel = 4.50 3R12 0.0 1.394 0 6.0 2.000 24.778 to 150.0 0.0 6.000 0.0 323 -21.39 -0.0244 0.0 8.000 -0.195 Vel = 4.50 323 -27.68 1.394 0.0 7.000 24.583 to 150.0 0.0 0.0 0.0 AR11 -49.07 -0.1134 0.0 7.000 -0.794 Vel = 10.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 7 OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Date 11/6/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn AR11 26.00 1.394 3R 3.0 14.000 23.789 to 150.0 0.0 3.000 0.0 AR12 -23.07 -0.0281 0.0 17.000 -0.478 Vet = 4.85 AR12 25.72 1.394 2R 2.0 12.330 23.311 to 150.0 0.0 2.000 0.0 AR13 2.65 0.0005 0.0 14.330 0.007 Vel = 0.56 AR13 25.60 1.394 22R 22.0 148.420 23.318 to 150.0 20 12.0 34.000 0.0 324 28.25 0.0409 0.0 182.420 7.454 Vel = 5.94 0.0 28.25 30.772 K Factor = 5.09 323 27.68 1.394 R 1.0 9.000 24.583 to 150.0 0 6.0 7.000 0.0 325 27.68 0.0393 0.0 16.000 0.629 Vel = 5.82 325 -78.08 1.394 R 1.0 7.000 25.212 to 150.0 0.0 1.000 0.0 AR14 -50.4 -0.1192 0.0 8.000 -0.954 VeI= 10.59 AR14 26.40 1.394 2R 2.0 14.000 24.258 to 150.0 0.0 2.000 0.0 AR15 -24.0 -0.0302 0.0 16.000 -0.483 Vel = 5.05 AR15 26.13 1.394 2R 2.0 12.330 23.775 to 150.0 0.0 2.000 0.0 AR16 2.13 0.0003 0.0 14.330 0.005 Vel = 0.45 AR16 26.14 1.394 36R 36.0 148.420 23.780 to 150.0 20 12.0 48.000 0.0 326 28.27 0.0409 0.0 196.420 8.036 Vel = 5.94 0.0 28.27 31.816 K Factor = 5.01 325 78.09 1.394 2R 2.0 9.750 25.212 to 150.0 0 6.0 8.000 0.0 3R13 78.09 0.2680 0.0 17.750 4.757 Vel = 16.42 3R13 0.0 1.394 0 6.0 1.500 29.969 to 150.0 0.0 6.000 0.0 327 78.09 0.2679 0.0 7.500 2.009 Vet = 16.42 0.0 78.09 31.978 K Factor = 13.81 322 21.39 1.394 R 1.0 11.330 30.471 to 150.0 0.0 1.000 0.0 324 21.39 0.0244 0.0 12.330 0.301 Vet = 4.50 324 28.25 1.394 0.0 9.000 30.772 to 150.0 0.0 0.0 0.0 326 49.64 0.1160 0.0 9.000 1.044 Vet = 10.44 326 28.28 1.394 R 1.0 11.250 31.816 to 150.0 0.0 1.000 0.0 341 77.92 0.2669 0.0 12.250 3.269 Vet = 16.38 0.0 77.92 35.085 K Factor = 13.15 333 -9.18 1.394 0.0 10.580 32.986 to 150.0 0.0 0.0 0.0 331 -9.18 -0.0051 0.0 10.580 -0.054 Vet = 1.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 8 OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 331 -9.81 1.394 R 1.0 11.000 32.932 to 150.0 0.0 1.000 0.0 329 -18.99 -0.0196 0.0 12.000 -0.235 Vel = 3.99 329 -12.17 1.394 R 1.0 7.670 32.697 to 150.0 0 6.0 7.000 0.0 327 -31.16 -0.0490 0.0 14.670 -0.719 V&= 6.55 0.0 -31.16 31.978 K Factor = -5.51 334 9.18 1.394 0.0 10.580 33.726 to 150.0 0.0 0.0 0.0 332 9.18 0.0051 0.0 10.580 0.054 Vel = 1.93 332 9.81 1.394 0.0 11.000 33.780 to 150.0 0.0 0.0 0.0 330 18.99 0.0195 0.0 11.000 0.215 Vel = 3.99 330 12.17 1.394 0 6.0 7.580 33.995 to 150.0 0.0 6.000 0.0 328 31.16 0.0490 0.0 13.580 0.665 Vel = 6.55 0.0 31.16 34.660 K Factor = 5.29 333 9.18 1.394 19R 19.0 120.000 32.986 to 150.0 0 6.0 25.000 0.0 334 9.18 0.0051 0.0 145.000 0.740 Vel = 1.93 0.0 9.18 33.726 K Factor= 1.58 331 9.81 1.394 21R 21.0 120.000 32.932 to 150.0 0 6.0 27.000 0.0 332 9.81 0.0058 0.0 147.000 0.848 Vel = 2.06 0.0 9.81 33.780 K Factor = 1.69 329 12.17 1.394 25R 25.0 120.000 32.697 to 150.0 0 6.0 31.000 0.0 330 12.17 0.0086 0.0 151.000 1.298 Vel = 2.56 0.0 12.17 33.995 K Factor= 2.09 335 6.92 1.394 33R 33.0 173.750 35.145 to 150.0 20 12.0 45.000 0.0 336 6.92 0.0030 0.0 218.750 0.662 Vel = 1.45 0.0 6.92 35.807 K Factor = 1.16 337 7.07 1.394 29R 29.0 173.750 35.138 to 150.0 20 12.0 41.000 0.0 338 7.07 0.0032 0.0 214.750 0.677 Vel = 1.49 0.0 7.07 35.815 K Factor= 1.18 339 7.01 1.394 46R 46.0 173.750 35.114 to 150.0 20 12.0 58.000 0.0 340 7.01 0.0031 0.0 231.750 0.719 Vel = 1.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 9 OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 0.0 7.01 35.833 K Factor = 1.17 345 3.75 1.394 33R 33.0 178.000 35.618 to 150.0 20 12.0 61.000 0.0 344 3.75 0.0010 2N 16.0 239.000 0.233 Vel = 0.79 0.0 3.75 35.851 K Factor = 0.63 347 1.20 1.394 29R 29.0 173.750 35.860 to 150.0 20 12.0 41.000 0.0 346 1.2 0.0001 0.0 214.750 0.025 Vel = 0.25 0.0 1.20 35.885 K Factor = 0.20 351 -6.33 1.394 0.0 9.000 36.178 to 150.0 0.0 0.0 0.0 353 -6.33 -0.0026 0.0 9.000 -0.023 Vel = 1.33 353 -6.48 1.394 R 1.0 12.250 36.155 to 150.0 0.0 1.000 0.0 355 -12.81 -0.0094 0.0 13.250 -0.125 Vel = 2.69 355 -7.67 1.394 R 1.0 7.750 36.030 to 150.0 0.0 1.000 0.0 340 -20.48 -0.0225 0.0 8.750 -0.197 Vel = 4.31 0.0 -20.48 35.833 K Factor = -3.42 352 6.33 1.394 R 1.0 9.000 36.757 to 150.0 0.0 1.000 0.0 354 6.33 0.0025 0.0 10.000 0.025 Vel = 1.33 354 6.48 1.394 A 1.0 12.250 36.782 to 150.0 0.0 1.000 0.0 356 12.81 0.0095 0.0 13.250 0.126 Vel = 2.69 356 7.67 1.394 R 1.0 7.750 36.908 to 150.0 0.0 1.000 0.0 364 20.48 0.0225 0.0 8.750 0.197 Vel = 4.31 0.0 20.48 37.105 K Factor = 3.36 358 5.34 1.394 2R 2.0 10.500 36.687 to 150.0 0.0 2.000 0.0 360 5.34 0.0019 0.0 12.500 0.024 Vel = 1.12 360 5.85 1.394 0.0 9.000 36.711 to 150.0 0.0 0.0 0.0 362 11.19 0.0073 0.0 9.000 0.066 Vel = 2.35 362 6.67 1.394 R 1.0 11.750 36.777 to 150.0 0 6.0 7.000 0.0 364 17.86 0.0175 0.0 18.750 0.328 Vel = 3.75 0.0 17.86 37.105 K Factor = 2.93 357 -5.34 1.394 0.0 10.420 36.409 to 150.0 0.0 0.0 0.0 359 -5.34 -0.0018 0.0 10.420 -0.019 Vel = 1.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 10 OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Date 11/6/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 359 -5.85 1.394 0.0 9.000 36.390 to 150.0 0.0 0.0 0.0 361 -11.19 -0.0073 0.0 9.000 -0.066 Vel = 2.35 361 -6.67 1.394 0 6.0 11.750 36.324 to 150.0 0.0 6.000 0.0 349 -17.86 -0.0175 0.0 17.750 -0.311 Vel = 3.75 0.0 -17.86 36.013 K Factor = -2.98 351 6.33 1.394 30R 30.0 183.170 36.178 to 150.0 20 12.0 42.000 0.0 352 6.33 0.0026 0.0 225.170 0.579 Vel = 1.33 0.0 6.33 36.757 K Factor = 1.04 353 6.48 1.394 35R 35.0 183.170 36.155 to 150.0 2N 16.0 51.000 0.0 354 6.48 0.0027 0.0 234.170 0.627 Vel = 1.36 0.0 6.48 36.782 K Factor = 1.07 355 7.66 1.394 45R 45.0 183.170 36.030 to 150.0 20 12.0 57.000 0.0 356 7.66 0.0037 0.0 240.170 0.878 Vel = 1.61 0.0 7.66 36.908 K Factor = 1.26 357 5.34 1.394 22R 22.0 114.420 36.409 to 150.0 20 12.0 34.000 0.0 358 5.34 0.0019 0.0 148.420 0.278 Vel = 1.12 0.0 5.34 36.687 K Factor = 0.88 359 5.85 1.394 18R 18.0 114.420 36.390 to 150.0 20 12.0 30.000 0.0 360 5.85 0.0022 0.0 144.420 0.321 Vel = 1.23 0.0 5.85 36.711 K Factor = 0.97 361 6.67 1.394 34R 34.0 114.420 36.324 to 150.0 20 12.0 46.000 0.0 362 6.67 0.0028 0.0 160.420 0.453 Vel = 1.40 0.0 6.67 36.777 K Factor= 1.10 327 46.93 2.003 19R 19.0 120.000 31.978 to 150.0 N 11.0 30.000 0.0 328 46.93 0.0179 0.0 150.000 2.682 Vel = 4.78 328 31.16 2.003 4R 4.0 25.500 34.660 to 150.0 0.0 4.000 0.0 349 78.09 0.0459 0.0 29.500 1.353 Vel = 7.95 349 -117.37 2.003 2R 2.0 9.920 36.013 to 150.0 0.0 2.000 0.0 347 -39.28 -0.0128 0.0 11.920 -0.153 Vel = 4.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 11 OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 347 -1.21 2.003 3R 3.0 14.750 35.860 to 150.0 0.0 3.000 0.0 345 -40.49 -0.0136 0.0 17.750 -0.242 Vel = 4.12 345 -3.75 2.003 R 1.0 6.670 35.618 to 150.0 0.0 1.000 0.0 343 -44.24 -0.0160 0.0 7.670 -0.123 Vel = 4.50 343 56.91 2.003 29R 29.0 173.750 35.495 to 150.0 0 10.0 39.000 0.0 342 12.67 0.0016 0.0 212.750 0.338 Vel = 1.29 342 0.53 2.003 R 1.0 9.830 35.833 to 150.0 0.0 1.000 0.0 344 13.2 0.0017 0.0 10.830 0.018 Vel = 1.34 344 3.75 2.003 R 1.0 11.500 35.851 to 150.0 0.0 1.000 0.0 346 16.95 0.0027 0.0 12.500 0.034 Vel = 1.73 346 1.21 2.003 0.0 9.100 35.885 to 150.0 0.0 0.0 0.0 348 18.16 0.0031 0.0 9.100 0.028 Vel = 1.85 348 0.0 2.003 4R 4.0 28.330 35.913 to 150.0 0.0 4.000 0.0 349 18.16 0.0031 0.0 32.330 0.100 Vel = 1.85 349 99.51 2.003 2R 2.0 10.500 36.013 to 150.0 T 12.965 14.965 0.0 350 117.67 0.0979 0.0 25.465 2.494 Vel = 11.98 0.0 117.67 38.507 K Factor = 18.96 335 -6.92 2.003 2R 2.0 12.330 35.145 to 150.0 0.0 2.000 0.0 337 -6.92 -0.0005 0.0 14.330 -0.007 Vel = 0.70 337 -7.08 2.003 3R 3.0 9.500 35.138 to 150.0 0.0 3.000 0.0 339 -14.0 -0.0019 0.0 12.500 -0.024 Vel = 1.43 339 -7.01 2.003 0.0 7.170 35.114 to 150.0 0.0 0.0 0.0 341 -21.01 -0.0040 0.0 7.170 -0.029 Vel = 2.14 341 77.92 2.003 R 1.0 5.080 35.085 to 150.0 0 10.0 11.000 0.0 343 56.91 0.0255 0.0 16.080 0.410 Vel = 5.79 0.0 56.91 35.495 K Factor = 9.55 336 6.92 2.003 2R 2.0 12.330 35.807 to 150.0 0.0 2.000 0.0 338 6.92 0.0006 0.0 14.330 0.008 Vel = 0.70 338 7.08 2.003 0.0 9.500 35.815 to 150.0 0.0 0.0 0.0 340 14.0 0.0019 0.0 9.500 0.018 Vel = 1.43 340 -13.47 2.003 0.0 12.500 35.833 to 150.0 0.0 0.0 0.0 342 0.53 0.0 0.0 12.500 0.0 Vel = 0.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 12 OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Date 11/6/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C or Ftngs Pe Pv ******* Notes Point Ot PfIFt Eqv. Ln. Total Pf Pn 0.0 0.53 35.833 K Factor = 0.09 364 38.33 2.003 0 10.0 104.000 37.105 to 150.0 0.0 10.000 0.0 350 38.33 0.0123 0.0 114.000 1.402 Vet = 3.90 350 117.67 2.705 2E 18.718 5.250 38.507 to 120.0 0.0 18.718 0.0 3TR 156.0 0.0577 0.0 23.968 1.383 Vet = 8.71 3TR 0.0 2.705 B 10.919 9.000 39.890 to 120.0 E 9.359 38.996 4.331 3BR 156.0 0.0577 T 18.718 47.996 2.770 Vet = 8.71 3BR 0.0 4.31 0.0 10.000 46.991 to 120.0 0.0 0.0 4.331 2BR 156.0 0.0060 0.0 10.000 0.060 Vet = 3.43 2BR 0.0 4.31 1 27.874 10.000 51.382 to 120.0 0.0 27.874 1.299 BR1 156.0 0.0060 0.0 37.874 0.226 Vet = 3.43 BR1 0.0 4.31 SE 69.685 127.670 52.907 to 120.0 0.0 69.685 0.0 TR 156.0 0.0060 0.0 197.355 1.179 Vet = 3.43 TR 0.0 6.357 B 12.573 9.000 54.086 to 120.0 0.0 12.573 4.114 BR 156.0 0.0009 0.0 21.573 0.020 Vet = 1.58 BR 0.0 6.357 0.0 3.000 58.220 to 120.0 0.0 0.0 1.083 GA 156.0 0.0007 0.0 3.000 0.002 Vet = 1.58 GA 0.0 8.27 E 21.405 6.000 59.305 to 120.0 0.0 21.405 -0.866 EL 156.0 0.0003 0.0 27.405 0.007 Vet = 0.93 0.0 156.00 58.446 K Factor = 20.41 EL 156.00 7.981 0.0 6.000 58.446 to 120.0 0.0 0.0 0.0 A 156.0 0.0003 0.0 6.000 0.002 Vet = 1.00 A 100.00 7.68 2F 22.555 49.000 58.448 Oa = 100 to 150.0 E 22.555 93.979 0.0 B 256.0 0.0006 G 5.012 142.979 0.084 Vet = 1.77 T 43.857 B 0.0 7.68 F 11.278 43.170 58.532 to 150.0 0.0 11.278 0.0 C 256.0 0.0006 0.0 54.448 0.032 Vet = 1.77 C 0.0 7.68 F 11.278 43.000 58.564 to 150.0 T 43.857 55.135 0.0 D 256.0 0.0006 0.0 98.135 0.059 Vet = 1.77 D 0.0 7.68 SF 56.388 310.250 58.623 to 150.0 4E 90.221 151.621 0.0 E 256.0 0.0006 G 5.012 461.871 0.273 Vet = 1.77 E 0.0 7.68 2F 22.555 122.000 58.896 to 150.0 3E 67.666 90.221 0.0 BF1 256.0 0.0006 0.0 212.221 0.126 Vet = 1.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 13 OSL-CARLSBAD CC3 ATTIC CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF1 0.0 8.27 3E 85.404 16.000 59.022 to 140.0 0.0 85.404 5.000 * * Fixed Loss = 5 BF2 256.0 0.0005 0.0 101.404 0.048 Vel = 1.53 BF2 0.0 7.68 G 5.012 19.000 64.070 to 150.0 T 43.857 48.869 0.0 CM 256.0 0.0006 0.0 67.869 0.040 Vel = 1.77 0.0 256.00 64.110 KFactor= 31.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design ALTERNATIVE FIRE PROTECTION 28701 Hwy 74 LAKE EL SINORE , CA. 92532 (951) 245-7111 Job Name OSL-CARLSBAD DINING AM AREA3 CALC 3RD FLR Building ASSISTED LIVING Location : DINING ROOM System : 1 Contract : 20006 Data File : OSL-CARLSBAD AREA 3 CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALTERNATIVE FIRE PROTECTION Page 1 OSL-CARLSBAD DINING RM AREA3 CALC 3RD FLR Date 11/6/20 Hydraulic Design Information Sheet Name - OAKMONT ASSISTED LIVING 3RD FLR AREA 3 Date - 11/6/20 Location - DINING ROOM Building - ASSISTED LIVING System No. - 1 Contractor - ALTERNATIVE FIRE PROTECTION Contract No. - 20006 Calculated By - ANGI VILLAMENA Drawing No. - FP-4 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 10'-0" Occupancy - LIGHT HAZARD S (XX) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make TYCO D Area Per Sprinkler - 150 ( ) Dry Model LF 11 E Elevation at Highest Outlet - 10'-0" ( ) Deluge Size 7/16 S Hose Allowance - Inside - 50 ( ) Preaction K-Factor 4.9 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 DEG.F G Hose Allowance - Outside - 50 N Note Calculation Flow Required - 254.410 Press Required - 41.622 AT TEST Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 9/4/20 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 132 8 Press - R Residual Press - 89 Elev. - Well Flow - 5375 Proof Flow S Elevation - 0 U P Location - FARADAY AVE. AT EL FUERTE ST P L Source of Information - CITY OF CARLSBAD Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet S R ( ) Double Row ( ) Slave Pallet T A ( ) Mult. Row O C R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: Auto. Storage ( ) Encap. Solid Shelf ( ) Non Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ALTERNATIVE FIRE PROTECTION Page 2 OSL-CARLSBAD DINING RM AREA3 CALC 3RD FLR Date 11/6/20 City Water Suppy: Demand: Cl - Static Pressure : 118.8 Dl - Elevation : 13.210 C2 - Residual Pressure: 80.1 D2 - System Flow : 154.41 C2 - Residual Flow : 5375 D2 - System Pressure : 41.622 Hose ( Demand) : 100 D3 - System Demand : 254.41 Safety Margin : 77.041 150 140 130 Cl p120 : R 110 100 90 - IIIIIII C2 80 u° R 60 E 50 D2 40 30 03 20 --04— 10 .......... a.... 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 ALTERNATIVE FIRE PROTECTION Page 3 OSL-CARLSBAD DINING RM AREA3 CALC 3RD FLR Date 11/6/20 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 1345Elbow 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 N * CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 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 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 I Flow Summary - STANDARD ALTERNATIVE FIRE PROTECTION Page 4 OSL-CARLSBAD DINING RM AREA3 CALC 3RD FLR Date 11/6/20 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. HEADS 0.0 22.58 na 301 30.5 4.9 9.5 na 3D2 30.5 4.9 9.37 na 3D3 30.5 4.9 9.37 na 3D4 30.5 4.9 9.46 na 3D5 30.5 4.9 9.58 na 3D6 30.5 4.9 9.46 na 3D7 30.5 4.9 9.46 na 3D8 30.5 4.9 9.56 na 309 30.5 4.9 11.89 na 3010 30.5 4.9 11.89 na 321 33.0 13.54 na 315 33.0 13.54 na 3R12 33.0 13.54 na 323 33.0 13.54 na AR11 33.0 13.54 na AR12 33.0 13.53 na AR13 33.0 13.53 na 325 33.0 13.57 na AR14 33.0 13.56 na AR15 33.0 13.55 na AR16 33.0 13.55 na 3R13 33.0 13.63 na 322 33.0 13.46 na 324 33.0 13.45 na 326 33.0 13.44 na 333 33.0 13.67 na 331 33.0 13.67 na 329 33.0 13.66 na 334 33.0 13.68 na 332 33.0 13.68 na 330 33.0 13.68 na 335 33.0 13.39 na 337 33.0 13.4 na 339 33.0 13.4 na 345 33.0 13.4 na 3019 33.0 11.55 na 3020 33.0 11.55 na 347 33.0 13.46 na 3D15 33.0 9.11 na 3016 33.0 8.98 na 3017 33.0 8.98 na 3018 33.0 9.08 na 349 33.0 13.7 na 3011 33.0 9.21 na 3D12 33.0 9.07 na 3013 33.0 9.07 na 3014 33.0 9.16 na 351 33.0 13.74 na 353 33.0 13.71 na 355 33.0 13.58 na 352 33.0 14.35 na 354 33.0 14.38 na 356 33.0 14.51 na 358 33.0 14.33 na 360 33.0 14.36 na 362 33.0 14.42 na 357 33.0 14.07 na 359 33.0 14.06 na 361 33.0 13.99 na MAIN 0.0 22.58 na 327 33.0 13.65 na 15.1 0.1 150 7.0 15.0 0.1 150 7.0 15.0 0.1 150 7.0 15.07 0.1 150 7.0 15.16 0.1 150 7.0 15.07 0.1 150 7.0 15.07 0.1 150 7.0 15.15 0.1 150 7.0 16.89 0.1 150 7.0 16.89 0.1 150 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard ALTERNATIVE FIRE PROTECTION Page 5 OSL-CARLSBAD DINING AM AREA3 CALC 3RD FLR Date 11/6/20 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 328 33.0 13.69 na 343 33.0 13.39 na 342 33.0 13.3 na 344 33.0 13.21 na 346 33.0 13.18 na 348 33.0 13.2 na 341 33.0 13.4 na 336 33.0 13.37 na 338 33.0 13.37 na 340 33.0 13.37 na 364 33.0 14.72 na 350 33.0 16.13 na 3TR 33.0 17.49 na 3BR 23.0 24.54 na 2BR 13.0 28.93 na BR1 10.0 30.45 na TR 10.0 31.61 na BR 0.5 35.74 na GA -2.0 36.82 na UNDER 0.0 22.58 na EL 0.0 35.97 na A 0.0 35.97 na 100.0 B 0.0 36.05 na C 0.0 36.08 na D 0.0 36.14 na E 0.0 36.41 na BF1 0.0 36.54 na BF2 0.0 41.58 na CM 0.0 41.62 na The maximum velocity is 11.81 and it occurs in the pipe between nodes 349 and 350 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 6 OSL-CARLSBAD DINING RM AREA3 CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Ot Pf/Ft Eqv. Ln. Total Pf Pn 3D1 15.10 1.101 N 7.0 7.500 9.499 K Factor =4.90 to 150.0 0 5.0 12.000 -1.083 3D11 15.1 0.0405 0.0 19.500 0.790 Vel = 5.09 0.0 15.10 9.206 K Factor = 4.98 3D2 15.00 1.101 N 7.0 7.500 9.373 K Factor = 4.90 to 150.0 0 5.0 12.000 -1.083 3D12 15.0 0.0400 0.0 19.500 0.780 Vel = 5.05 0.0 15.00 9.070 K Factor = 4.98 3D3 15.00 1.101 N 7.0 7.500 9.371 K Factor =4.90 to 150.0 0 5.0 12.000 -1.083 3D13 15.0 0.0400 0.0 19.500 0.780 Vel = 5.05 0.0 15.00 9.068 K Factor = 4.98 3D4 15.07 1.101 N 7.0 7.500 9.458 K Factor =4.90 to 150.0 0 5.0 12.000 -1.083 3D14 15.07 0.0403 0.0 19.500 0.786 Vel = 5.08 0.0 15.07 9.161 K Factor = 4.98 3D5 15.16 1.101 N 7.0 3.000 9.577 K Factor = 4.90 to 150.0 0 5.0 12.000 -1.083 3D15 15.16 0.0408 0.0 15.000 0.612 Vel = 5.11 0.0 15.16 9.106 K Factor = 5.02 3D6 15.07 1.101 N 7.0 3.000 9.458 K Factor =4.90 to 150.0 0 5.0 12.000 -1.083 3D16 15.07 0.0403 0.0 15.000 0.605 Vel = 5.08 0.0 15.07 8.980 K Factor = 5.03 3D7 15.07 1.101 N 7.0 3.000 9.458 K Factor =4.90 to 150.0 0 5.0 12.000 -1.083 3D17 15.07 0.0403 0.0 15.000 0.605 Vel = 5.08 0.0 15.07 8.980 K Factor = 5.03 3D8 15.15 1.101 N 7.0 3.000 9.556 K Factor =4.90 to 150.0 0 5.0 12.000 -1.083 3D18 15.15 0.0407 0.0 15.000 0.611 VeI= 5.11 0.0 15.15 9.084 K Factor = 5.03 3D9 16.89 1.101 N 7.0 3.000 11.885 K Factor =4.90 to 150.0 0 5.0 12.000 -1.083 3D19 16.89 0.0499 0.0 15.000 0.748 Vet = 5.69 0.0 16.89 11.550 K Factor = 4.97 3D10 16.89 1.101 N 7.0 3.000 11.885 K Factor =4.90 to 150.0 0 5.0 12.000 -1.083 3D20 16.89 0.0499 0.0 15.000 0.748 Vel = 5.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 7 OSL-CARLSBAD DINING RM AREA3 CALC 3RD FLR Date 11/6/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 16.89 11.550 K Factor = 4.97 321 -2.22 1.394 0.0 9.170 13.539 to 150.0 0.0 0.0 0.0 315 -2.22 -0.0004 0.0 9.170 -0.004 Vel = 0.47 315 0.0 1.394 34R 34.0 172.670 13.535 to 150.0 N 8.0 42.000 0.0 322 -2.22 -0.0004 0.0 214.670 -0.079 Vel = 0.47 0.0 -2.22 13.456 K Factor -0.61 321 2.22 1.394 0.0 9.330 13.539 to 150.0 0.0 0.0 0.0 3R12 2.22 0.0003 0.0 9.330 0.003 Vel = 0.47 3R12 0.0 1.394 0 6.0 2.000 13.542 to 150.0 0.0 6.000 0.0 323 2.22 0.0004 0.0 8.000 0.003 Vel = 0.47 323 -4.61 1.394 0.0 7.000 13.545 to 150.0 0.0 0.0 0.0 AR1 1 -2.39 -0.0004 0.0 7.000 -0.003 Vel = 0.50 AR11 0.0 1.394 3R 3.0 14.000 13.542 to 150.0 0.0 3.000 0.0 AR12 -2.39 -0.0004 0.0 17.000 -0.007 Vel = 0.50 AR12 0.0 1.394 2R 2.0 12.330 13.535 to 150.0 0.0 2.000 0.0 AR13 -2.39 -0.0004 0.0 14.330 -0.006 Vel = 0.50 AR13 0.0 1.394 22R 22.0 148.420 13.529 to 150.0 20 12.0 34.000 0.0 324 -2.39 -0.0004 0.0 182.420 -0.077 Vel = 0.50 0.0 -2.39 13.452 K Factor = -0.65 323 4.61 1.394 R 1.0 9.000 13.545 to 150.0 0 6.0 7.000 0.0 325 4.61 0.0014 0.0 16.000 0.023 Vel = 0.97 325 -7.36 1.394 R 1.0 7.000 13.568 to 150.0 0.0 1.000 0.0 AR14 -2.75 -0.0006 0.0 8.000 -0.005 Vel = 0.58 AR14 0.0 1.394 2R 2.0 14.000 13.563 to 150.0 0.0 2.000 0.0 AR15 -2.75 -0.0005 0.0 16.000 -0.008 Vel = 0.58 AR15 0.0 1.394 2R 2.0 12.330 13.555 to 150.0 0.0 2.000 0.0 AR16 -2.75 -0.0006 '0.0 14.330 -0.008 Vel = 0.58 AR16 0.0 1.394 36R 36.0 148.420 13.547 to 150.0 20 12.0 48.000 0.0 326 -2.75 -0.0005 0.0 196.420 -0.108 Vel = 0.58 0.0 -2.75 13.439 K Factor = -0.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 8 OSL-CARLSBAD DINING RM AREA3 CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 325 7.36 1.394 2R 2.0 9.750 13.568 to 150.0 0 6.0 8.000 0.0 3R13 7.36 0.0034 0.0 17.750 0.060 Vel = 1.55 3R13 0.0 1.394 0 6.0 1.500 13.628 to 150.0 0.0 6.000 0.0 327 7.36 0.0033 0.0 7.500 0.025 Vel = 1.55 0.0 7.36 13.653 K Factor = 1.99 322 -2.22 1.394 R 1.0 11.330 13.456 to 150.0 0.0 1.000 0.0 324 -2.22 -0.0003 0.0 12.330 -0.004 Vel = 0.47 324 -2.39 1.394 0.0 9.000 13.452 to 150.0 0.0 0.0 0.0 326 -4.61 -0.0014 0.0 9.000 -0.013 Vel = 0.97 326 -2.75 1.394 R 1.0 11.250 13.439 to 150.0 0.0 1.000 0.0 341 -7.36 -0.0034 0.0 12.250 -0.042 Vel = 1.55 0.0 -7.36 13.397 K Factor = -2.01 333 -0.86 1.394 0.0 10.580 13.666 to 150.0 0.0 0.0 0.0 331 -0.86 0.0 0.0 10.580 0.0 Vel = 0.18 331 -0.93 1.394 R 1.0 11.000 13.666 to 150.0 0.0 1.000 0.0 329 -1.79 -0.0003 0.0 12.000 -0.004 Vel = 0.38 329 -1.15 1.394 A 1.0 7.670 13.662 to 150.0 0 6.0 7.000 0.0 327 -2.94 -0.0006 0.0 14.670 -0.009 Vel = 0.62 0.0 -2.94 13.653 K Factor = -0.80 334 0.86 1.394 0.0 10.580 13.676 to 150.0 0.0 0.0 0.0 332 0.86 0.0 0.0 10.580 0.0 Vel = 0.18 332 0.93 1.394 0.0 11.000 13.676 to 150.0 0.0 0.0 0.0 330 1.79 0.0003 0.0 11.000 0.003 Vel = 0.38 330 1.15 1.394 0 6.0 7.580 13.679 to 150.0 0.0 6.000 0.0 328 2.94 0.0006 0.0 13.580 0.008 Vel = 0.62 0.0 2.94 13.687 K Factor = 0.79 333 0.86 1.394 19R 19.0 120.000 13.666 to 150.0 0 6.0 25.000 0.0 334 0.86 0.0001 0.0 145.000 0.010 Vel = 0.18 0.0 0.86 13.676 K Factor = 0.23 331 0.92 1.394 21R 21.0 120.000 13.666 to 150.0 0 6.0 27.000 0.0 332 0.92 0.0001 0.0 147.000 0.010 Vel = 0.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 9 OSL-CARLSBAD DINING RM AREA3 CALC 3RD FLR Date 11/6/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Ot Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.92 13.676 K Factor = 0.25 329 1.15 1.394 25R 25.0 120.000 13.662 to 150.0 0 6.0 31.000 0.0 330 1.15 0.0001 0.0 151.000 0.017 Vel = 0.24 0.0 1.15 13.679 K Factor = 0.31 335 -1.22 1.394 33R 33.0 173.750 13.395 to 150.0 20 12.0 45.000 0.0 336 -1.22 -0.0001 0.0 218.750 -0.027 Vel = 0.26 0.0 -1.22 13.368 K Factor = -0.33 337 -1.25 1.394 29R 29.0 173.750 13.395 to 150.0 20 12.0 41.000 0.0 338 -1.25 -0.0001 0.0 214.750 -0.027 Vel = 0.26 0.0 -1.25 13.368 K Factor = -0.34 339 -1.23 1.394 46R 46.0 173.750 13.396 to 150.0 20 12.0 58.000 0.0 340 -1.23 -0.0001 0.0 231.750 -0.029 Vel = 0.26 0.0 -1.23 13.367 K Factor = -0.34 345 -16.88 1.394 14R 14.0 81.170 13.395 to 150.0 2N 16.0 36.000 0.0 3D19 -16.88 -0.0157 0 6.0 117.170 -1.845 Vel = 3.55 3D19 16.89 1.394 R 1.0 14.000 11.550 to 150.0 0.0 1.000 0.0 3D20 0.01 0.0 0.0 15.000 0.0 Vel = 0 3D20 16.90 1.394 16R 16.0 82.830 11.550 to 150.0 0 6.0 22.000 0.0 344 16.91 0.0158 0.0 104.830 1.656 Vel = 3.55 0.0 16.91 13.206 K Factor = 4.65 347 -31.00 1.394 12R 12.0 71.750 13.459 to 150.0 0 6.0 18.000 0.0 3D15 -31.0 -0.0485 0.0 89.750 -4.353 VeI= 6.52 3D15 15.17 1.394 R 1.0 8.000 9.106 to 150.0 0.0 1.000 0.0 3D16 -15.83 -0.0140 0.0 9.000 -0.126 Vel = 3.33 3D16 15.07 1.394 0.0 10.170 8.980 to 150.0 0.0 0.0 0.0 3D17 -0.76 0.0 0.0 10.170 0.0 Vel = 0.16 3D17 15.07 1.394 R 1.0 8.000 8.980 to 150.0 0.0 1.000 0.0 3D18 14.31 0.0116 0.0 9.000 0.104 Vel = 3.01 3D18 15.14 1.394 hR 11.0 75.830 9.084 to 150.0 0 6.0 17.000 0.0 346 29.45 0.0441 0.0 92.830 4.097 Vel = 6.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 10 OSL-CARLSBAD DINING AM AREA3 CALC 3RD FLR Date 11/6/20 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 29.45 13.181 KFactor= 8.11 349 -31.60 1.394 12R 12.0 71.500 13.704 to 150.0 0 6.0 18.000 0.0 3D1 1 -31.6 -0.0503 0.0 89.500 -4.498 Vel = 6.64 3D11 15.10 1.394 A 1.0 8.000 9.206 to 150.0 0.0 1.000 0.0 3D12 -16.5 -0.0151 0.0 9.000 -0.136 Vel = 3.47 3D12 15.00 1.394 A 1.0 10.170 9.070 to 150.0 0.0 1.000 0.0 3D13 -1.5 -0.0002 0.0 11.170 -0.002 Vel = 0.32 3D13 15.00 1.394 A 1.0 8.000 9.068 to 150.0 0.0 1.000 0.0 3D14 13.5 0.0103 0.0 9.000 0.093 Vel = 2.84 3D14 15.07 1.394 15R 15.0 75.830 9.161 to 150.0 0 6.0 21.000 0.0 348 28.57 0.0417 0.0 96.830 4.039 Vel = 6.01 0.0 28.57 13.200 K Factor = 7.86 351 -6.56 1.394 0.0 9.000 13.736 to 150.0 0.0 0.0 0.0 353 -6.56 -0.0028 0.0 9.000 -0.025 Vel = 1.38 353 -6.71 1.394 A 1.0 12.250 13.711 to 150.0 0.0 1.000 0.0 355 -13.27 -0.0101 0.0 13.250 -0.134 Vel = 2.79 355 -7.94 1.394 A 1.0 7.750 13.577 to 150.0 0.0 1.000 0.0 340 -21.21 -0.0240 0.0 8.750 -0.210 Vel = 4.46 0.0 -21.21 13.367 K Factor= -5.80 352 6.56 1.394 R 1.0 9.000 14.353 to 150.0 0.0 1.000 0.0 354 6.56 0.0028 0.0 10.000 0.028 Vel = 1.38 354 6.71 1.394 A 1.0 12.250 14.381 to 150.0 0.0 1.000 0.0 356 13.27 0.0100 0.0 13.250 0.133 Vel = 2.79 356 7.94 1.394 R 1.0 7.750 14.514 to 150.0 0.0 1.000 0.0 364 21.21 0.0241 0.0 8.750 0.211 Vel = 4.46 0.0 21.21 14.725 K Factor = 5.53 358 5.15 1.394 2A 2.0 10.500 14.334 to 150.0 0.0 2.000 0.0 360 5.15 0.0018 0.0 12.500 0.022 Vel = 1.08 360 5.64 1.394 0.0 9.000 14.356 to 150.0 0.0 0.0 0.0 362 10.79 0.0069 0.0 9.000 0.062 Vel = 2.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 11 OSL-CARLSBAD DINING AM AREA3 CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 362 6.43 1.394 A 1.0 11.750 14.418 to 150.0 0 6.0 7.000 0.0 364 17.22 0.0164 0.0 18.750 0.307 Vel = 3.62 0.0 17.22 14.725 K Factor = 4.49 357 -5.15 1.394 0.0 10.420 14.075 to 150.0 0.0 0.0 0.0 359 -5.15 -0.0018 0.0 10.420 -0.019 Vel = 1.08 359 -5.64 1.394 0.0 9.000 14.056 to 150.0 0.0 0.0 0.0 361 -10.79 -0.0069 0.0 9.000 -0.062 Vel = 2.27 361 -6.43 1.394 0 6.0 11.750 13.994 to 150.0 0.0 6.000 0.0 349 -17.22 -0.0163 0.0 17.750 -0.290 Vel = 3.62 0.0 -17.22 13.704 K Factor = -4.65 351 6.56 1.394 30R 30.0 183.170 13.736 to 150.0 20 12.0 42.000 0.0 352 6.56 0.0027 0.0 225.170 0.617 Vel = 1.38 0.0 6.56 14.353 K Factor = 1.73 353 6.71 1.394 35R 35.0 183.170 13.711 to 150.0 2N 16.0 51.000 0.0 354 6.71 0.0029 0.0 234.170 0.670 Vel = 1.41 0.0 6.71 14.381 K Factor = 1.77 355 7.94 1.394 45R 45.0 183.170 13.577 to 150.0 20 12.0 57.000 0.0 356 7.94 0.0039 0.0 240.170 0.937 Vel = 1.67 0.0 7.94 14.514 K Factor = 2.08 357 5.15 1.394 22R 22.0 114.420 14.075 to 150.0 20 12.0 34.000 0.0 358 5.15 0.0017 0.0 148.420 0.259 Vel = 1.08 0.0 5.15 14.334 K Factor = 1.36 359 5.64 1.394 18R 18.0 114.420 14.056 to 150.0 20 12.0 30.000 0.0 360 5.64 0.0021 0.0 144.420 0.300 Vel = 1.19 0.0 5.64 14.356 K Factor = 1.49 361 6.43 1.394 34R 34.0 114.420 13.994 to 150.0 20 12.0 46.000 0.0 362 6.43 0.0026 0.0 160.420 0.424 Vel = 1.35 0.0 6.43 14.418 K Factor = 1.69 327 4.42 2.003 19R 19.0 120.000 13.653 to 150.0 N 11.0 30.000 0.0 328 4.42 0.0002 0.0 150.000 0.034 Vel = 0.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 12 OSL-CARLSBAD DINING RM AREA3 CALC 3RD FLR Date 11/6/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 328 2.94 2.003 4R 4.0 25.500 13.687 to 150.0 0.0 4.000 0.0 349 7.36 0.0006 0.0 29.500 0.017 Vel = 0.75 349 -58.03 2.003 2R 2.0 9.920 13.704 to 150.0 0.0 2.000 0.0 347 -50.67 -0.0206 0.0 11.920 -0.245 Vel = 5.16 347 31.00 2.003 3R 3.0 14.750 13.459 to 150.0 0.0 3.000 0.0 345 -19.67 -0.0036 0.0 17.750 -0.064 Vel = 2.00 345 16.88 2.003 A 1.0 6.670 13.395 to 150.0 0.0 1.000 0.0 343 -2.79 0.0 0.0 7.670 0.0 Vel = 0.28 343 -3.66 2.003 29R 29.0 173.750 13.395 to 150.0 0 10.0 39.000 0.0 342 -6.45 -0.0005 0.0 212.750 -0.097 Vel = 0.66 342 -24.91 2.003 R 1.0 9.830 13.298 to 150.0 0.0 1.000 0.0 344 -31.36 -0.0085 0.0 10.830 -0.092 Vel= 3.19 344 16.91 2.003 R 1.0 11.500 13.206 to 150.0 0.0 1.000 0.0 346 -14.45 -0.0020 0.0 12.500 -0.025 Vel = 1.47 346 29.46 2.003 0.0 9.100 13.181 to 150.0 0.0 0.0 0.0 348 15.01 0.0021 0.0 9.100 0.019 Vel = 1.53 348 28.57 2.003 4R 4.0 28.330 13.200 to 150.0 0.0 4.000 0.0 349 43.58 0.0156 0.0 32.330 0.504 Vel = 4.44 349 72.41 2.003 2R 2.0 10.500 13.704 to 150.0 T 12.965 14.965 0.0 350 115.99 0.0954 0.0 25.465 2.429 Vel = 11.81 0.0 115.99 16.133 K Factor = 28.88 335 1.22 2.003 2R 2.0 12.330 13.395 to 150.0 0.0 2.000 0.0 337 1.22 0.0 0.0 14.330 0.0 Vel = 0.12 337 1.24 2.003 3R 3.0 9.500 13.395 to 150.0 0.0 3.000 0.0 339 2.46 0.0001 0.0 12.500 0.001 Vel = 0.25 339 1.24 2.003 0.0 7.170 13.396 to 150.0 0.0 0.0 0.0 341 3.7 0.0001 0.0 7.170 0.001 Vel = 0.38 341 -7.36 2.003 R 1.0 5.080 13.397 to 150.0 0 10.0 11.000 0.0 343 -3.66 -0.0001 0.0 16.080 -0.002 Vel = 0.37 0.0 -3.66 13.395 K Factor= -1.00 336 -1.22 2.003 2R 2.0 12.330 13.368 to 150.0 0.0 2.000 0.0 338 -1.22 0.0 0.0 14.330 0.0 Vel = 0.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 13 OSL-CARLsBAD DINING AM AREA3 CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftngs Fe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 338 -1.24 2.003 0.0 9.500 13.368 to 150.0 0.0 0.0 0.0 340 -2.46 -0.0001 0.0 9.500 -0.001 Vet = 0.25 340 -22.45 2.003 0.0 12.500 13.367 to 150.0 0.0 0.0 0.0 342 -24.91 -0.0055 0.0 12.500 -0.069 Vel = 2.54 0.0 -24.91 13.298 K Factor = -6.83 364 38.42 2.003 0 10.0 104.000 14.725 to 150.0 0.0 10.000 0.0 350 38.42 0.0124 0.0 114.000 1.408 Vel = 3.91 350 115.99 2.705 2E 18.718 5.250 16.133 to 120.0 0.0 18.718 0.0 3TR 154.41 0.0566 0.0 23.968 1.357 Vel = 8.62 3TR 0.0 2.705 B 10.919 9.000 17.490 to 120.0 E 9.359 38.996 4.331 3BR 154.41 0.0566 T 18.718 47.996 2.718 Vet = 8.62 3BR 0.0 4.31 0.0 10.000 24.539 to 120.0 0.0 0.0 4.331 2BR 154.41 0.0058 0.0 10.000 0.058 Vel = 3.40 2BR 0.0 4.31 T 27.874 10.000 28.928 to 120.0 0.0 27.874 1.299 BR1 154.41 0.0059 0.0 37.874 0.223 Vel = 3.40 BR1 0.0 4.31 SE 69.685 127.670 30.450 to 120.0 0.0 69.685 0.0 TR 154.41 0.0059 0.0 197.355 1.156 Vet = 3.40 TA 0.0 6.357 B 12.573 9.000 31.606 to 120.0 0.0 12.573 4.114 BR 154.41 0.0009 0.0 21.573 0.019 Vet = 1.56 BR 0.0 6.357 0.0 3.000 35.739 to 120.0 0.0 0.0 1.083 GA 154.41 0.0010 0.0 3.000 0.003 Vel = 1.56 GA 0.0 8.27 E 21.405 6.000 36.825 to 120.0 0.0 21.405 -0.866 EL 154.41 0.0002 0.0 27.405 0.006 Vel = 0.92 0.0 154.41 35.965 K Factor = 25.75 EL 154.41 7.981 0.0 6.000 35.965 to 120.0 0.0 0.0 0.0 A 154.41 0.0003 0.0 6.000 0.002 Vet = 0.99 A 100.00 7.68 2F 22.555 49.000 35.967 Qa = 100 to 150.0 E 22.555 93.979 0.0 B 254.41 0.0006 G 5.012 142.979 0.084 Vet = 1.76 T 43.857 B 0.0 7.68 F 11.278 43.170 36.051 to 150.0 0.0 11.278 0.0 C 254.41 0.0006 0.0 54.448 0.032 Vet = 1.76 C 0.0 7.68 F 11.278 43.000 36.083 to 150.0 T 43.857 55.135 0.0 D 254.41 0.0006 0.0 98.135 0.057 Vet = 1.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 14 OSL-CARLSBAD DINING RM AREA3 CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C1,or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn D 0.0 7.68 5F 56.388 310.250 36.140 to 150.0 4E 90.221 151.621 0.0 E 254.41 0.0006 G 5.012 461.871 0.271 Vel = 1.76 E 0.0 7.68 2F 22.555 122.000 36.411 to 150.0 3E 67.666 90.221 0.0 BF1 254.41 0.0006 0.0 212.221 0.124 Vel = 1.76 BF1 0.0 8.27 3E 85.404 16.000 36.535 to 140.0 0.0 85.404 5.000 * * Fixed Loss = 5 BF2 254.41 0.0005 0.0 101.404 0.047 Vel = 1.52 BF2 0.0 7.68 G 5.012 19.000 41.582 to 150.0 1 43.857 48.869 0.0 CM 254.41 0.0006 0.0 67.869 0.040 Vel = 1.76 0.0 254.41 41.622 K Factor = 39.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design ALTERNATIVE FIRE PROTECTION 28701 Hwy 74 LAKE EL SINORE , CA. 92532 (951) 245-7111 Job Name : OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Building : ASSISTED LIVING Location : ATTIC HIP 5 HEADS System : 1 Contract : 20006 Data File : OSL-CARLSBAD AREA 4 CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALTERNATIVE FIRE PROTECTION Page 1 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 Hydraulic Design Information Sheet Name - OAKMONT ASSISTED LIVING 3RD FLR AREA 4 Date - 11/6/20 Location - ATTIC HIP 5 HEADS Building - ASSISTED LIVING System No. - 1 Contractor - ALTERNATIVE FIRE PROTECTION Contract No. - 20006 Calculated By - ANGI VILLAMENA Drawing No. - FP-4 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 10'-0" Occupancy - LIGHT HAZARD S (XX) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E H Area of Sprinkler Operation - 5 HEADS System Type Sprinkler/Nozzle Density - .10 (X) Wet Make TYCO D Area Per Sprinkler - 150 ( ) Dry Model HIP E Elevation at Highest Outlet - 101 -0" ( ) Deluge Size 1/2 S Hose Allowance - Inside - 50 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.200 DEG.F G Hose Allowance - Outside - 50 N Note Calculation Flow Required - 226.357 Press Required - 67.65 AT TEST Summary C-Factor Used: 150 Overhead 150 Underground W A T E R S U P P L Y Water Flow Test: Pump Data: Date of Test - 9/4/20 Time of Test - Rated Cap.- Static Press - 132 8 Press - Residual Press - 89 Elev. - Flow - 5375 Elevation - 0 Location - FARADAY AVE. AT EL FUERTE ST Source of Information - CITY OF CARLSBAD Tank or Reservoir: Cap. - Elev.- Well Proof Flow C Commodity Class Location O Storage Ht. Area Aisle H. M Storage Method: Solid Piled % Palletized % Rack H 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: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ALTERNATIVE FIRE PROTECTION Page 2 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 City Water Supply: Demand: Cl Static Pressure : 118.8 Dl - Elevation : 14.725 02 - Residual Pressure: 80.1 D2 - System Flow : 126.357 02 - Residual Flow : 5375 D2 - System Pressure : 67.650 Hose ( Demand) : 100 D3 - System Demand : 226.357 Safety Margin : 51.040 150 140 130 Cl p120 R 11 100 S 90 JIIIIIIII C2 80 U70i_ R 60 D3 E 50 40 30 20 10 750 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 ALTERNATIVE FIRE PROTECTION OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Page Date 3 11/6/20 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 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 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 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 I Flow Summary - STANDARD ALTERNATIVE FIRE PROTECTION Page 4 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 Node - No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. HEADS 0.0 34.73 na AH1 34.0 5.6 20.7 na 25.48 0.1 25 20.0 AH2 34.0 5.6 20.43 na 25.31 0.1 25 20.0 AH3 34.0 5.6 20.0 na 25.04 0.1 25 20.0 AH4 34.0 5.6 20.03 na 25.06 0.1 25 20.0 AH5 34.0 5.6 20.67 na 25.46 0.1 25 20.0 321 33.0 41.87 na 315 33.0 41.86 na 3R12 33.0 41.88 na 323 33.0 41.89 na AR11 33.0 41.88 na AR12 33.0 41.86 na AR13 33.0 41.84 na 325 33.0 41.97 na AR14 33.0 41.95 na AR15 33.0 41.92 na AR16 33.0 41.9 na 3R13 33.0 42.16 na 322 33.0 41.61 na 324 33.0 41.59 na 326 33.0 41.55 na 333 33.0 42.28 na 331 33.0 42.28 na 329 33.0 42.27 na 334 33.0 42.31 na 332 33.0 42.32 na 330 33.0 42.32 na 335 33.0 40.41 na AH1 1 33.0 22.84 na AH12 33.0 22.44 na AH13 33.0 22.39 na AH14 33.0 22.42 na AH15 33.0 22.7 na 337 33.0 40.87 na 339 33.0 41.23 na 345 33.0 41.81 na 3D19 33.0 41.81 na 3D20 33.0 41.8 na 347 33.0 42.15 na 3D15 33.0 42.08 na 3D16 33.0 42.07 na 3D17 33.0 42.06 na 3D18 33.0 42.05 na 349 33.0 42.41 na 3D11 33.0 42.28 na 3D12 33.0 42.26 na 3D13 33.0 42.25 na 3D14 33.0 42.23 na 351 33.0 41.82 na 353 33.0 41.79 na 355 33.0 41.64 na 352 33.0 42.49 na 354 33.0 42.52 na 356 33.0 42.67 na 358 33.0 42.71 na 360 33.0 42.72 na 362 33.0 42.75 na 357 33.0 42.58 na 359 33.0 42.57 na 361 33.0 42.54 na MAIN 0.0 34.73 na 327 33.0 42.24 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Row Summary - Standard ALTERNATIVE FIRE PROTECTION Page 5 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 328 33.0 42.35 na 343 33.0 41.67 na 342 33.0 41.63 na 344 33.0 41.8 na 346 33.0 41.98 na 348 33.0 42.09 na 341 33.0 41.42 na 336 33.0 40.68 na 338 33.0 41.1 na 340 33.0 41.41 na 364 33.0 42.9 na 350 33.0 44.01 na 3TR 33.0 44.94 na 3BR 23.0 51.15 na 2BR 13.0 55.52 na BR1 10.0 56.97 na TR 10.0 57.77 na BR 0.5 61.9 na GA -2.0 62.98 na UNDER 0.0 34.73 na EL 0.0 62.12 na A 0.0 62.12 na 100.0 B 0.0 62.19 na C 0.0 62.22 na D 0.0 62.26 na E 0.0 62.48 na BF1 0.0 62.58 na BF2 0.0 67.62 na CM 0.0 67.65 na The maximum velocity is 13.63 and it occurs in the pipe between nodes 335 and AH11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 6 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn AH1 25.48 1.101 N 7.0 4.000 20.705 K Factor = 5.60 to 150.0 0 5.0 12.000 0.433 AH11 25.48 0.1065 0.0 16.000 1.704 Vel = 8.59 0.0 25.48 22.842 K Factor = 5.33 AH2 25.31 1.101 N 7.0 3.000 20.429 K Factor = 5.60 to 150.0 0 5.0 12.000 0.433 AH12 25.31 0.1052 0.0 15.000 1.578 Vel = 8.53 0.0 25.31 22.440 K Factor = 5.34 AH3 25.04 1.101 N 7.0 7.000 20.000 K Factor = 5.60 to 150.0 0 5.0 12.000 0.433 AH13 25.04 0.1032 0.0 19.000 1.960 Vel = 8.44 0.0 25.04 22.393 K Factor = 5.29 AH4 25.06 1.101 N 7.0 7.000 20.028 K Factor = 5.60 to 150.0 0 5.0 12.000 0.433 AH14 25.06 0.1033 0.0 19.000 1.962 Vel = 8.44 0.0 25.06 22.423 K Factor = 5.29 AHS 25.46 1.101 N 7.0 3.000 20.668 K Factor= 5.60 to 150.0 0 5.0 12.000 0.433 AH15 25.46 0.1063 0.0 15.000 1.595 Vel = 8.58 0.0 25.46 22.696 K Factor = 5.34 321 -4.16 1.394 0.0 9.170 41.874 to 150.0 0.0 0.0 0.0 315 -4.16 -0.0012 0.0 9.170 -0.011 Vel = 0.87 315 0.0 1.394 34R 34.0 172.670 41.863 to 150.0 N 8.0 42.000 0.0 322 -4.16 -0.0012 0.0 214.670 -0.254 Vel = 0.87 0.0 -4.16 41.609 K Factor = -0.64 321 4.16 1.394 0.0 9.330 41.874 to 150.0 0.0 0.0 0.0 3R12 4.16 0.0012 0.0 9.330 0.011 Vel = 0.87 3R12 0.0 1.394 0 6.0 2.000 41.885 to 150.0 0.0 6.000 0.0 323 4.16 0.0011 0.0 8.000 0.009 Vel = 0.87 323 -8.65 1.394 0.0 7.000 41.894 to 150.0 0.0 0.0 0.0 AR11 -4.49 -0.0014 0.0 7.000 -0.010 Vel = 0.94 AR11 0.0 1.394 3R 3.0 14.000 41.884 to 150.0 0.0 3.000 0.0 AR12 -4.49 -0.0013 0.0 17.000 -0.022 Vel = 0.94 AR12 0.0 1.394 2R 2.0 12.330 41.862 to 150.0 0.0 2.000 0.0 AR13 -4.49 -0.0014 0.0 14.330 -0.020 Vel = 0.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 7 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C or Ftngs Pe Pv * Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn AR13 0.0 1.394 22R 22.0 148.420 41.842 to 150.0 20 12.0 34.000 0.0 324 -4.49 -0.0014 0.0 182.420 -0.248 Vel = 0.94 0.0 -4.49 41.594 K Factor = -0.70 323 8.65 1.394 R 1.0 9.000 41.894 to 150.0 0 6.0 7.000 0.0 325 8.65 0.0046 0.0 16.000 0.073 Vel = 1.82 325 -13.82 1.394 R 1.0 7.000 41.967 to 150.0 0.0 1.000 0.0 AR14 -5.17 -0.0018 0.0 8.000 -0.014 Vel = 1.09 AR14 0.0 1.394 2R 2.0 14.000 41.953 to 150.0 0.0 2.000 0.0 AR15 -5.17 -0.0018 0.0 16.000 -0.028 Vel = 1.09 AR15 0.0 1.394 2R 2.0 12.330 41.925 to 150.0 0.0 2.000 0.0 AR16 -5.17 -0.0017 0.0 14.330 -0.025 Vel = 1.09 AR16 0.0 1.394 36R 36.0 148.420 41.900 to 150.0 20 12.0 48.000 0.0 326 -5.17 -0.0018 0.0 196.420 -0.347 Vel = 1.09 0.0 -5.17 41.553 K Factor = -0.80 325 13.82 1.394 2R 2.0 9.750 41.967 to 150.0 0 6.0 8.000 0.0 3R13 13.82 0.0109 0.0 17.750 0.193 Vel = 2.91 3R13 0.0 1.394 0 6.0 1.500 42.160 to 150.0 0.0 6.000 0.0 327 13.82 0.0109 0.0 7.500 0.082 Vel = 2.91 0.0 13.82 42.242 K Factor = 2.13 322 -4.16 1.394 R 1.0 11.330 41.609 to 150.0 0.0 1.000 0.0 324 -4.16 -0.0012 0.0 12.330 -0.015 Vel = 0.87 324 -4.49 1.394 0.0 9.000 41.594 to 150.0 0.0 0.0 0.0 326 -8.65 -0.0046 0.0 9.000 -0.041 Vel = 1.82 326 -5.17 1.394 R 1.0 11.250 41.553 to 150.0 0.0 1.000 0.0 341 -13.82 -0.0109 0.0 12.250 -0.133 Vel = 2.91 0.0 -13.82 41.420 KFactor= -2.15 333 -1.62 1.394 0.0 10.580 42.283 to 150.0 0.0 0.0 0.0 331 -1.62 -0.0002 0.0 10.580 -0.002 Vel = 0.34 331 -1.74 1.394 R 1.0 11.000 42.281 to 150.0 0.0 1.000 0.0 329 -3.36 -0.0008 0.0 12.000 -0.010 Vel = 0.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 8 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv * Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 329 -2.15 1.394 R 1.0 7.670 42.271 to 150.0 0 6.0 7.000 0.0 327 -5.51 -0.0020 0.0 14.670 -0.029 Vel = 1.16 0.0 -5.51 42.242 K Factor = -0.85 334 1.62 1.394 0.0 10.580 42.313 to 150.0 0.0 0.0 0.0 332 1.62 0.0002 0.0 10.580 0.002 Vel = 0.34 332 1.74 1.394 0.0 11.000 42.315 to 150.0 0.0 0.0 0.0 330 3.36 0.0008 0.0 11.000 0.009 Vel = 0.71 330 2.15 1.394 0 6.0 7.580 42.324 to 150.0 0.0 6.000 0.0 328 5.51 0.0020 0.0 13.580 0.027 Vel = 1.16 0.0 5.51 42.351 K Factor = 0.85 333 1.62 1.394 19R 19.0 120.000 42.283 to 150.0 0 6.0 25.000 0.0 334 1.62 0.0002 0.0 145.000 0.030 Vel = 0.34 0.0 1.62 42.313 K Factor = 0.25 331 1.74 1.394 21R 21.0 120.000 42.281 to 150.0 0 6.0 27.000 0.0 332 1.74 0.0002 0.0 147.000 0.034 Vel = 0.37 0.0 1.74 42.315 K Factor = 0.27 329 2.15 1.394 25R 25.0 120.000 42.271 to 150.0 0 6.0 31.000 0.0 330 2.15 0.0004 0.0 151.000 0.053 Vel = 0.45 0.0 2.15 42.324 K Factor = 0.33 335 -64.82 1.394 12R 12.0 74.500 40.405 to 150.0 0 6.0 18.000 0.0 AH11 -64.82 -0.1899 0.0 92.500 -17.563 Vel = 13.63 AH11 25.48 1.394 R 1.0 4.330 22.842 to 150.0 0.0 1.000 0.0 AH12 -39.34 -0.0754 0.0 5.330 -0.402 Vel = 8.27 AH12 25.31 1.394 0.0 4.250 22.440 to 150.0 0.0 0.0 0.0 AH13 -14.03 -0.0111 0.0 4.250 -0.047 Vel = 2.95 AH13 25.05 1.394 0.0 4.250 22.393 to 150.0 0.0 0.0 0.0 AH14 11.02 0.0071 0.0 4.250 0.030 Vel = 2.32 AH14 25.06 1.394 0.0 4.250 22.423 to 150.0 0.0 0.0 0.0 AH15 36.08 0.0642 0.0 4.250 0.273 Vel = 7.58 AH15 25.46 1.394 16R 16.0 82.250 22.696 to 150.0 0 6.0 22.000 0.0 336 61.54 0.1725 0.0 104.250 17.981 Vel = 12.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 9 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c..or Ftng's Fe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 61.54 40.677 K Factor = 9.65 337 3.94 1.394 29R 29.0 173.750 40.871 to 150.0 20 12.0 41.000 0.0 338 3.94 0.0011 0.0 214.750 0.229 Vet = 0.83 0.0 3.94 41.100 KFactor= 0.61 339 3.33 1.394 46R 46.0 173.750 41.233 to 150.0 20 12.0 58.000 0.0 340 3.33 0.0008 0.0 231.750 0.181 Vel = 0.70 0.0 3.33 41.414 K Factor = 0.52 345 -0.87 1.394 14R 14.0 81.170 41.813 to 150.0 2N 16.0 36.000 0.0 3D19 -0.87 -0.0001 0 6.0 117.170 -0.008 Vel = 0.18 3D19 0.0 1.394 R 1.0 14.000 41.805 to 150.0 0.0 1.000 0.0 3D20 -0.87 -0.0001 0.0 15.000 -0.001 Vet = 0.18 3D20 0.0 1.394 16R 16.0 82.830 41.804 to 150.0 0 6.0 22.000 0.0 344 -0.87 -0.0001 0.0 104.830 -0.006 Vet = 0.18 0.0 -0.87 41.798 K Factor= -0.13 347 -3.40 1.394 12R 12.0 71.750 42.150 to 150.0 0 6.0 18.000 0.0 3D15 -3.4 -0.0008 0.0 89.750 -0.073 Vet = 0.71 3D15 0.0 1.394 R 1.0 8.000 42.077 to 150.0 0.0 1.000 0.0 3D16 -3.4 -0.0009 0.0 9.000 -0.008 Vel = 0.71 3D16 0.0 1.394 0.0 10.170 42.069 to 150.0 0.0 0.0 0.0 3D17 -3.4 -0.0008 0.0 10.170 -0.008 Vel = 0.71 3D17 0.0 1.394 R 1.0 8.000 42.061 to 150.0 0.0 1.000 0.0 3D18 -3.4 -0.0008 0.0 9.000 -0.007 Vel = 0.71 3D18 0.0 1.394 hR 11.0 75.830 42.054 to 150.0 0 6.0 17.000 0.0 346 -3.4 -0.0008 0.0 92.830 -0.076 Vel = 0.71 0.0 -3.40 41.978 K Factor = -0.52 349 -4.67 1.394 12R 12.0 71.500 42.406 to 150.0 0 6.0 18.000 0.0 3D11 -4.67 -0.0015 0.0 89.500 -0.131 Vet = 0.98 3D11 0.0 1.394 R 1.0 8.000 42.275 to 150.0 0.0 1.000 0.0 3D12 -4.67 -0.0014 0.0 9.000 -0.013 Vel = 0.98 3D12 0.0 1.394 R 1.0 10.170 42.262 to 150.0 0.0 1.000 0.0 3D13 -4.67 -0.0014 0.0 11.170 -0.016 Vel = 0.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 10 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv * Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 3D13 0.0 1.394 R 1.0 8.000 42.246 to 150.0 0.0 1.000 0.0 3D14 -4.67 -0.0016 0.0 9.000 -0.014 Vel = 0.98 3D14 0.0 1.394 15R 15.0 75.830 42.232 to 150.0 0 6.0 21.000 0.0 348 -4.67 -0.0015 0.0 96.830 -0.141 Vel = 0.98 0.0 -4.67 42.091 K Factor = -0.72 351 -6.87 1.394 0.0 9.000 41.816 to 150.0 0.0 0.0 0.0 353 -6.87 -0.0029 0.0 9.000 -0.026 Vel = 1.44 353 -7.04 1.394 R 1.0 12.250 41.790 to 150.0 0.0 1.000 0.0 355 -13.91 -0.0110 0.0 13.250 -0.146 VeI= 2.92 355 -8.32 1.394 R 1.0 7.750 41.644 to 150.0 0.0 1.000 0.0 340 -22.23 -0.0263 0.0 8.750 -0.230 Vel = 4.67 0.0 -22.23 41.414 K Factor = -3.45 352 6.87 1.394 R 1.0 9.000 42.490 to 150.0 0.0 1.000 0.0 354 6.87 0.0030 0.0 10.000 0.030 Vel = 1.44 354 7.04 1.394 R 1.0 12.250 42.520 to 150.0 0.0 1.000 0.0 356 13.91 0.0110 0.0 13.250 0.146 Vel = 2.92 356 8.32 1.394 R 1.0 7.750 42.666 to 150.0 0.0 1.000 0.0 364 22.23 0.0262 0.0 8.750 0.229 Vel = 4.67 0.0 22.23 42.895 K Factor = 3.39 358 3.46 1.394 2R 2.0 10.500 42.708 to 150.0 0.0 2.000 0.0 360 3.46 0.0008 0.0 12.500 0.010 Vel = 0.73 360 3.79 1.394 0.0 9.000 42.718 to 150.0 0.0 0.0 0.0 362 7.25 0.0033 0.0 9.000 0.030 Vel = 1.52 362 4.32 1.394 R 1.0 11.750 42.748 to 150.0 0 6.0 7.000 0.0 364 11.57 0.0078 0.0 18.750 0.147 Vel = 2.43 0.0 11.57 42.895 K Factor = 1.77 357 -3.46 1.394 0.0 10.420 42.583 to 150.0 0.0 0.0 0.0 359 -3.46 -0.0008 0.0 10.420 -0.008 Vel = 0.73 359 -3.79 1.394 0.0 9.000 42.575 to 150.0 0.0 0.0 0.0 361 -7.25 -0.0033 0.0 9.000 -0.030 Vel = 1.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 11 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref..1c"or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 361 -4.32 1.394 0 6.0 11.750 42.545 to 150.0 0.0 6.000 0.0 349 -11.57 -0.0078 0.0 17.750 -0.139 Vel = 2.43 0.0 -11.57 42.406 K Factor = -1.78 351 6.87 1.394 30R 30.0 183.170 41.816 to 150.0 20 12.0 42.000 0.0 352 6.87 0.0030 0.0 225.170 0.674 Vel = 1.44 0.0 6.87 42.490 K Factor = 1.05 353 7.03 1.394 35R 35.0 183.170 41.790 to 150.0 2N 16.0 51.000 0.0 354 7.03 0.0031 0.0 234.170 0.730 Vel = 1.48 0.0 7.03 42.520 K Factor = 1.08 355 8.32 1.394 45R 45.0 183.170 41.644 to 150.0 20 12.0 57.000 0.0 356 8.32 0.0043 0.0 240.170 1.022 Vel = 1.75 0.0 8.32 42.666 K Factor = 1.27 357 3.46 1.394 22R 22.0 114.420 42.583 to 150.0 20 12.0 34.000 0.0 358 3.46 0.0008 0.0 148.420 0.125 Vel = 0.73 0.0 3.46 42.708 K Factor = 0.53 359 3.79 1.394 18R 18.0 114.420 42.575 to 150.0 20 12.0 30.000 0.0 360 3.79 0.0010 0.0 144.420 0.143 Vel = 0.80 0.0 3.79 42.718 K Factor = 0.58 361 4.32 1.394 34R 34.0 114.420 42.545 to 150.0 20 12.0 46.000 0.0 362 4.32 0.0013 0.0 160.420 0.203 Vel = 0.91 0.0 4.32 42.748 K Factor = 0.66 327 8.31 2.003 19R 19.0 120.000 42.242 to 150.0 N 11.0 30.000 0.0 328 8.31 0.0007 0.0 150.000 0.109 Vel = 0.85 328 5.51 2.003 4R 4.0 25.500 42.351 to 150.0 0.0 4.000 0.0 349 13.82 0.0019 0.0 29.500 0.055 Vel = 1.41 349 -65.67 2.003 2R 2.0 9.920 42.406 to 150.0 0.0 2.000 0.0 347 -51.85 -0.0215 0.0 11.920 -0.256 Vel = 5.28 347 3.40 2.003 3R 3.0 14.750 42.150 to 150.0 0.0 3.000 0.0 345 -48.45 -0.0190 0.0 17.750 -0.337 Vel = 4.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 12 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 345 0.86 2.003 R 1.0 6.670 41.813 to 150.0 0.0 1.000 0.0 343 -47.59 -0.0184 0.0 7.670 -0.141 Vel = 4.85 343 43.73 2.003 29R 29.0 173.750 41.672 to 150.0 0 10.0 39.000 0.0 342 -3.86 -0.0002 0.0 212.750 -0.037 Vel = 0.39 342 46.58 2.003 R 1.0 9.830 41.635 to 150.0 0.0 1.000 0.0 344 42.72 0.0151 0.0 10.830 0.163 Vel = 4.35 344 -0.86 2.003 R 1.0 11.500 41.798 to 150.0 0.0 1.000 0.0 346 41.86 0.0144 0.0 12.500 0.180 Vel = 4.26 346 -3.40 2.003 0.0 9.100 41.978 to 150.0 0.0 0.0 0.0 348 38.46 0.0124 0.0 9.100 0.113 VeI= 3.92 348 -4.67 2.003 4R 4.0 28.330 42.091 to 150.0 0.0 4.000 0.0 349 33.79 0.0097 0.0 32.330 0.315 Vel = 3.44 349 58.77 2.003 2R 2.0 10.500 42.406 to 150.0 T 12.965 14.965 0.0 350 92.56 0.0628 0.0 25.465 1.600 Vel = 9.42 0.0 92.56 44.006 K Factor = 13.95 335 64.82 2.003 2R 2.0 12.330 40.405 to 150.0 0.0 2.000 0.0 337 64.82 0.0325 0.0 14.330 0.466 Vel = 6.60 337 -3.94 2.003 3R 3.0 9.500 40.871 to 150.0 0.0 3.000 0.0 339 60.88 0.0290 0.0 12.500 0.362 Vel = 6.20 339 -3.33 2.003 0.0 7.170 41.233 to 150.0 0.0 0.0 0.0 341 57.55 0.0261 0.0 7.170 0.187 Vel = 5.86 341 -13.82 2.003 R 1.0 5.080 41.420 to 150.0 0 10.0 11.000 0.0 343 43.73 0.0157 0.0 16.080 0.252 Vel = 4.45 0.0 43.73 41.672 K Factor = 6.77 336 61.54 2.003 2R 2.0 12.330 40.677 to 150.0 0.0 2.000 0.0 338 61.54 0.0295 0.0 14.330 0.423 Vel = 6.27 338 3.93 2.003 0.0 9.500 41.100 to 150.0 0.0 0.0 0.0 340 65.47 0.0331 0.0 9.500 0.314 Vel = 6.67 340 -18.89 2.003 0.0 12.500 41.414 to 150.0 0.0 0.0 0.0 342 46.58 0.0177 0.0 12.500 0.221 Vel = 4.74 0.0 46.58 41.635 K Factor = 7.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 13 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 364 33.80 2.003 0 10.0 104.000 42.895 to 150.0 0.0 10.000 0.0 350 33.8 0.0097 0.0 114.000 1.111 Vel = 3.44 350 92.56 2.705 2E 18.718 5.250 44.006 to 120.0 0.0 18.718 0.0 3TR 126.36 0.0391 0.0 23.968 0.936 Vel = 7.05 3TR 0.0 2.705 B 10.919 9.000 44.942 to 120.0 E 9.359 38.996 4.331 3BR 126.36 0.0391 T 18.718 47.996 1.876 Vel = 7.05 3BR 0.0 4.31 0.0 10.000 51.149 to 120.0 0.0 0.0 4.331 2BR 126.36 0.0040 0.0 10.000 0.040 Vel = 2.78 2BR 0.0 4.31 T 27.874 10.000 55.520 to 120.0 0.0 27.874 1.299 BR1 126.36 0.0041 0.0 37.874 0.154 Vel = 2.78 BR1 0.0 4.31 5E 69.685 127.670 56.973 to 120.0 0.0 69.685 0.0 TR 126.36 0.0040 0.0 197.355 0.798 Vel = 2.78 TR 0.0 6.357 B 12.573 9.000 57.771 to 120.0 0.0 12.573 4.114 BR 126.36 0.0006 0.0 21.573 0.013 Vel = 1.28 BR 0.0 6.357 0.0 3.000 61.898 to 120.0 0.0 0.0 1.083 GA 126.36 0.0007 0.0 3.000 0.002 Vel = 1.28 GA 0.0 8.27 E 21.405 6.000 62.983 to 120.0 0.0 21.405 -0.866 EL 126.36 0.0001 0.0 27.405 0.004 Vel = 0.75 0.0 126.36 62.121 K Factor = 16.03 EL 126.36 7.981 0.0 6.000 62.121 to 120.0 0.0 0.0 0.0 A 126.36 0.0002 0.0 6.000 0.001 Vel = 0.81 A 100.00 7.68 2F 22.555 49.000 62.122 Qa = 100 to 150.0 E 22.555 93.979 0.0 B 226.36 0.0005 G 5.012 142.979 0.068 VeI= 1.57 T 43.857 B 0.0 7.68 F 11.278 43.170 62.190 to 150.0 0.0 11.278 0.0 C 226.36 0.0005 0.0 54.448 0.026 Vel = 1.57 C 0.0 7.68 F 11.278 43.000 62.216 to 150.0 1 43.857 55.135 0.0 D 226.36 0.0005 0.0 98.135 0.046 Vel = 1.57 D 0.0 7.68 5F 56.388 310.250 62.262 to 150.0 4E 90.221 151.621 0.0 E 226.36 0.0005 G 5.012 461.871 0.218 Vel = 1.57 E 0.0 7.68 2F 22.555 122.000 62.480 to 150.0 3E 67.666 90.221 0.0 BF1 226.36 0.0005 0.0 212.221 0.100 Vel = 1.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 14 OSL-CARLSBAD HIP ATTIC AREA 4 CALC 3RD FLR Date 11/6/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF1 0.0 8.27 3E 85.404 16.000 62.580 to 140.0 0.0 85.404 5.000 * * Fixed Loss = 5 BF2 226.36 0.0004 0.0 101.404 0.038 Vel = 1.35 BF2 0.0 7.68 G 5.012 19.000 67.618 to 150.0 T 43.857 48.869 0.0 CM 226.36 0.0005 0.0 67.869 0.032 Vel = 1.57 0.0 226.36 67.650 K Factor = 27.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design ALTERNATIVE FIRE PROTECTION 28701 Hwy 74 LAKE EL SINORE CA. 92532 (951) 245-7111 Job Name : OSL-CARLSBAD ASSISTED LIVING DINING AREA 6 Building : ASSISTED LIVING Location DINING AM System : 1 Contract : 20006 Data File : OSL-CARLSBAD ASSITED LIVING DINING AREA 6 CALC.WXF -7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALTERNATIVE FIRE PROTECTION Page 1 OSL-CARLSBAD ASSISTED LIVING DINING AREA 6 Date 11/30/20 Hydraulic Design Information Sheet Name - OAKMONT ASSISTED DINING AREA 6 Date - 11/30/20 Location - DINING RN Building - ASSISTED LIVING System No. - 1 Contractor - ALTERNATIVE FIRE PROTECTION Contract No. - 20006 Calculated By - ANGI VILLAMENA Drawing No. - FP-15 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 10'-0" Occupancy - LIGHT HAZARD S (XX) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E N Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .15 (X) Wet Make TYCO D Area Per Sprinkler - 110 ( ) Dry Model LF 11 E Elevation at Highest Outlet - 10'-0" ( ) Deluge Size 1/2 S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 4.9 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 DEG.F G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 394.895 Press Required - 64.118 Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 9/4/20 Cap. - T Time of Test - Rated Cap.- Elev.- B Static Press - 132 9 Press - R Residual Press - 89 Elev. - Well Flow - 5375 Proof Flow S Elevation - 0 U P Location - FARADAY AVE. AT EL FUERTE ST P L Source of Information - CITY OF CARLSBAD Y C Commodity 0 Storage Ht. N Storage Method: N Single Row SR Double Row TA Mult. Row O C R K Flue Spacing A Longitudinal G E Class Area Solid Piled % Conven. Pallet Slave Pallet Horizontal Barriers Provided: Location Aisle N. Palletized % Rack Auto. Storage ( ) Encap. Solid Shelf ( ) Non Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C 04 ALTERNATIVE FIRE PROTECTION Page 2 OSL-CARLSBAD ASSISTED LIVING DINING AREA 6 Date 11/30/20 City Water Supply: Demand: Cl - Static Pressure : 118.8 Dl - Elevation : 4.764 C2 - Residual Pressure: 80.1 D2 - System Flow : 294.895 C2 - Residual Flow : 5375 D2 - System Pressure : 64.118 Hose ( Demand) : 100 D3 - System Demand : 394.895 Safety Margin : 54.374 150 140 130 Cl P 120 R11° 100 90 - C2 S 80 u° DY R 60 E 50 40 30 20 10 750 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 ALTERNATIVE FIRE PROTECTION Page 3 OSL-CARLSBAD ASSISTED LIVING DINING AREA 6 Date 11/30/20 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 B NFPA 13Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 1345Elbow 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 N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 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 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 ALTERNATIVE FIRE PROTECTION Page 4 OSL-CARLSBAD ASSISTED LIVING DINING AREA 6 Date 11/30/20 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. HEADS 0.0 11.76 na 1D1 9.0 4.9 20.15 na 22.0 0.1 66 7.0 102 9.0 4.9 21.19 na 22.55 0.1 66 7.0 1D3 11.0 4.9 7.22 na 13.16 0.1 96 7.0 104 11.0 4.9 7.0 na 12.96 0.1 96 7.0 105 11.0 4.9 7.0 na 12.96 0.1 96 7.0 1D6 11.0 4.9 8.24 na 14.07 0.1 96 7.0 107 11.0 4.9 8.07 na 13.92 0.1 96 7.0 108 11.0 4.9 8.07 na 13.92 0.1 96 TO 109 9.0 4.9 13.54 na 18.03 0.1 100 7.0 1D10 9.0 4.9 15.74 na 19.44 0.1 100 7.0 1D11 9.0 4.9 18.65 na 21.16 0.1 100 7.0 1D12 9.0 4.9 16.4 na 19.84 0.1 100 7.0 1013 9.0 4.9 17.46 na 20.47 0.1 100 7.0 1014 9.0 4.9 19.89 na 21.86 0.1 100 7.0 1015 9.0 4.9 21.61 na 22.78 0.1 100 7.0 1016 9.0 4.9 27.62 na 25.75 0.1 100 7.0 BRANCH 0.0 11.76 na 1021 10.0 20.37 na 1D22 10.0 21.26 na 1023 14.0 6.41 na 1025 14.0 7.23 na 1026 14.0 7.58 na 1027 14.0 10.09 na 1D28 10.0 13.74 na 1029 10.0 13.91 na 1030 10.0 15.69 na 1D31 10.0 18.67 na 1D32 10.0 17.08 na 1D33 10.0 17.45 na 1034 10.0 19.94 na 1035 10.0 21.7 na 1036 10.0 27.84 na MAIN 0.0 11.76 na 161 10.0 26.37 na 162 10.0 26.41 na 163 10.0 26.72 na 164 10.0 27.03 na 165 10.0 27.35 na 166 10.0 28.5 na 167 10.0 29.62 na 168 10.0 31.67 na 169 10.0 33.25 na 170 10.0 36.44 na 171 10.0 42.56 na 1TR 10.0 47.09 na 1BR 9.0 48.76 na BR1 9.0 49.71 na TR 9.0 53.53 na BR 0.1 57.45 na GA -2.0 58.48 na UNDER 0.0 11.76 na EL 0.0 57.63 na A 0.0 57.64 na 100.0 B 0.0 57.83 na C 0.0 57.9 na 0 0.0 58.03 na E 0.0 58.64 na BF1 0.0 58.92 na BF2 0.0 64.03 na CM 0.0 64.12 na The maximum velocity is 22.34 and it occurs in the pipe between nodes 1D31 and 162 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 5 OSL-CARLSBAD ASSISTED LIVING DINING AREA 6 Date 11/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C1.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1D1 22.00 1.101 N 7.0 1.000 20.154 K Factor =4.90 to 150.0 0.0 7.000 -0.433 1 D21 22.0 0.0811 0.0 8.000 0.649 Vel = 7.41 0.0 22.00 20.370 K Factor = 4.87 1D2 22.55 1.101 0 5.0 1.000 21.186 K Factor = 4.90 to 150.0 0.0 5.000 -0.433 1D22 22.55 0.0850 0.0 6.000 0.510 Vel = 7.60 0.0 22.55 21.263 K Factor = 4.89 1D3 13.16 1.101 N 7.0 3.670 7.218 K Factor =4.90 to 150.0 0 5.0 12.000 -1.299 1D23 13.16 0.0313 0.0 15.670 0.491 Vel = 4.43 0.0 13.16 6.410 KFactor= 5.20 1D4 12.96 1.101 N 7.0 11.250 7.000 K Factor =4.90 to 150.0 0 5.0 12.000 -1.299 1D23 12.96 0.0305 0.0 23.250 0.709 Vel = 4.37 0.0 12.96 6.410 K Factor = 5.12 1D5 12.96 1.101 N 7.0 11.250 7.000 K Factor =4.90 to 150.0 0 5.0 12.000 -1.299 1D23 12.96 0.0305 0.0 23.250 0.709 Vel= 4.37 0.0 12.96 6.410 K Factor = 5.12 1D6 14.07 1.101 0 5.0 3.000 8.245 K Factor= 4.90 to 150.0 0.0 5.000 -1.299 1D25 14.07 0.0355 0.0 8.000 0.284 Vel = 4.74 0.0 14.07 7.230 K Factor = 5.23 1D7 13.92 1.101 N 7.0 11.250 8.071 K Factor =4.90 to 150.0 0 5.0 12.000 -1.299 1D26 13.92 0.0348 0.0 23.250 0.809 Vel = 4.69 0.0 13.92 7.581 K Factor = 5.06 1D8 13.92 1.101 N 7.0 11.250 8.071 K Factor = 4.90 to 150.0 0 5.0 12.000 -1.299 1D26 13.92 0.0348 0.0 23.250 0.809 Vel = 4.69 0.0 13.92 7.581 K Factor = 5.06 1D9 18.03 1.101 N 7.0 2.250 13.542 K Factor= 4.90 to 150.0 0 5.0 12.000 -0.433 1D29 18.03 0.0562 0.0 14.250 0.801 Vel = 6.08 0.0 18.03 13.910 K Factor = 4.83 1D10 19.44 1.101 0 5.0 1.000 15.737 K Factor =4.90 to 150.0 0.0 5.000 -0.433 1D30 19.44 0.0645 0.0 6.000 0.387 Vel = 6.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 J Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 6 OSL-CARLSBAD ASSISTED LIVING DINING AREA 6 Date 11/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref."C'.or Ftngs Pe Pv ******* Notes Point Ot Pf/Ft Eqv. Ln. Total Pf Pn 0.0 19.44 15.691 K Factor = 4.91 1D11 21.16 1.101 0 5.0 1.000 18.651 K Factor =4.90 to 150.0 0.0 5.000 -0.433 1D31 21.16 0.0755 0.0 6.000 0.453 Vel = 7.13 0.0 21.16 18.671 KFactor= 4.90 1D12 19.84 1.101 2N 14.0 2.670 16.400 K Factor =4.90 to 150.0 0.0 14.000 -0.433 1D32 19.84 0.0671 0.0 16.670 1.118 Vel = 6.69 0.0 19.84 17.085 K Factor = 4.80 1D13 20.47 1.101 0 5.0 1.000 17.460 K Factor =4.90 to 150.0 0.0 5.000 -0.433 1D33 20.47 0.0712 0.0 6.000 0.427 Vel = 6.90 0.0 20.47 17.454 K Factor = 4.90 1D14 21.86 1.101 0 5.0 1.000 19.895 K Factor =4.90 to 150.0 0.0 5.000 -0.433 1 D34 21.86 0.0802 0.0 6.000 0.481 Vel = 7.37 0.0 21.86 19.943 K Factor = 4.90 1D15 22.78 1.101 0 5.0 1.000 21.614 K Factor =4.90 to 150.0 0.0 5.000 -0.433 1 D35 22.78 0.0867 0.0 6.000 0.520 Vel = 7.68 0.0 22.78 21.701 K Factor = 4.89 1D16 25.75 1.101 0 5.0 1.000 27.622 K Factor = 4.90 to 150.0 0.0 5.000 -0.433 1D36 25.75 0.1087 0.0 6.000 0.652 Vel= 8.68 0.0 25.75 27.841 K Factor = 4.88 1D21 22.00 1.101 0.0 11.000 20.370 to 150.0 0.0 0.0 0.0 1 D22 22.0 0.0812 0.0 11.000 0.893 Vel = 7.41 1D22 22.55 1.101 T 9.563 7.500 21.263 to 150.0 0.0 9.562 0.0 161 44.55 0.2994 0.0 17.062 5.109 Vel = 15.01 0.0 44.55 26.372 K Factor = 8.68 1D23 39.09 1.394 0.0 11.000 6.410 to 150.0 0.0 0.0 0.0 1 D25 39.09 0.0745 0.0 11.000 0.820 Vel = 8.22 1D25 14.07 1.394 0.0 2.670 7.230 to 150.0 0.0 0.0 0.0 1D26 53.16 0.1315 0.0 2.670 0.351 Vel = 11.18 1D26 27.84 1.598 N 9.0 8.000 7.581 to 150.0 0.0 9.000 0.0 1D27 81.0 0.1475 0.0 17.000 2.507 Vel = 12.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 7 OSL-CARLSBAD ASSISTED LIVING DINING AREA 6 Date 11/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 1D27 0.0 1.598 N 9.0 4.000 10.088 to 150.0 0.0 9.000 1.732 1D28 81.0 0.1475 0.0 13.000 1.917 Vel = 12.96 1D28 0.0 1.598 0.0 1.170 13.737 to 150.0 0.0 0.0 0.0 1D29 81.0 0.1479 0.0 1.170 0.173 Vel = 12.96 1D29 18.04 1.598 0.0 8.330 13.910 to 150.0 0.0 0.0 0.0 1D30 99.04 0.2138 0.0 8.330 1.781 VeI= 15.84 1D30 19.43 1.598 0.0 10.000 15.691 to 150.0 0.0 0.0 0.0 1D31 118.47 0.2980 0.0 10.000 2.980 Vel = 18.95 1D31 21.17 1.598 T 11.656 7.500 18.671 to 150.0 0.0 11.656 0.0 162 139.64 0.4038 0.0 19.156 7.736 Vel = 22.34 0.0 139.64 26.407 K Factor = 27.17 1D32 19.84 1.101 0.0 5.500 17.085 to 150.0 0.0 0.0 0.0 1 D33 19.84 0.0671 0.0 5.500 0.369 Vel = 6.69 1D33 20.48 1.101 0.0 10.000 17.454 to 150.0 0.0 0.0 0.0 1D34 40.32 0.2489 0.0 10.000 2.489 Vel = 13.59 1D34 21.85 1.394 0.0 10.000 19.943 to 150.0 0.0 0.0 0.0 1D35 62.17 0.1758 0.0 10.000 1.758 Vel = 13.07 1D35 22.78 1.394 T 9.523 7.500 21.701 to 150.0 0.0 9.523 0.0 164 84.95 0.3132 0.0 17.023 5.331 Vel = 17.86 0.0 84.95 27.032 K Factor = 16.34 1D36 25.75 1.394 T 9.523 9.580 27.841 to 150.0 0.0 9.523 0.0 166 25.75 0.0344 0.0 19.103 0.658 Vel = 5.41 0.0 25.75 28.499 K Factor = 4.82 161 44.55 2.705 0.0 6.170 26.372 to 120.0 0.0 0.0 0.0 162 44.55 0.0057 0.0 6.170 0.035 Vel = 2.49 162 139.64 2.705 0.0 4.000 26.407 to 120.0 0.0 0.0 0.0 163 184.19 0.0782 0.0 4.000 0.313 Vel = 10.28 163 0.0 2.705 0.0 6.000 26.720 to 150.0 0.0 0.0 0.0 164 184.19 0.0520 0.0 6.000 0.312 Vel = 10.28 164 84.95 2.705 0.0 3.000 27.032 to 150.0 0.0 0.0 0.0 165 269.14 0.1047 0.0 3.000 0.314 Vel = 15.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 8 OSL-CARLSBAD ASSISTED LIVING DINING AREA 6 Date 11/30/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref."C',or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 165 0.0 2.705 0.0 11.000 27.346 to 150.0 0.0 0.0 0.0 166 269.14 0.1048 0.0 11.000 1.153 VeI= 15.03 166 25.76 2.705 0.0 9.000 28.499 to 150.0 0.0 0.0 0.0 167 294.9 0.1240 0.0 9.000 1.116 Vel = 16.46 167 0.0 2.705 0.0 16.580 29.615 to 150.0 0.0 0.0 0.0 168 294.9 0.1241 0.0 16.580 2.057 Vel = 16.46 168 0.0 2.705 0.0 12.750 31.672 to 150.0 0.0 0.0 0.0 169 294.9 0.1241 0.0 12.750 1.582 Vel = 16.46 169 0.0 2.705 0.0 25.670 33.254 to 150.0 0.0 0.0 0.0 170 294.9 0.1240 0.0 25.670 3.184 Vel = 16.46 170 0.0 2.705 T 28.284 21.080 36.438 to 150.0 0.0 28.284 0.0 171 294.9 0.1241 0.0 49.364 6.124 Vel = 16.46 171 0.0 2.705 2E 28.284 8.250 42.562 to 150.0 0.0 28.284 0.0 1TR 294.9 0.1240 0.0 36.534 4.532 Vel = 16.46 1TR 0.0 4.31 B 25.272 8.000 47.094 to 150.0 E 21.06 88.451 0.433 1BR 294.9 0.0128 T 42.119 96.451 1.237 VeI= 6.48 1BR 0.0 4.31 E 13.937 7.000 48.764 to 120.0 T 27.874 41.811 0.0 BR1 294.9 0.0194 0.0 48.811 0.947 Vel = 6.48 BR1 0.0 4.31 5E 69.685 127.420 49.711 to 120.0 0.0 69.685 0.0 TR 294.9 0.0194 0.0 197.105 3.823 Vel = 6.48 TR 0.0 6.357 B 12.573 8.500 53.534 to 120.0 0.0 12.573 3.855 BR 294.9 0.0029 0.0 21.073 0.061 Vel = 2.98 BR 0.0 6.357 T 37.72 3.000 57.450 to 120.0 0.0 37.720 0.910 GA 294.9 0.0029 0.0 40.720 0.118 VeI= 2.98 GA 0.0 8.27 E 21.405 6.000 58.478 to 120.0 0.0 21.405 -0.866 EL 294.9 0.0008 0.0 27.405 0.022 Vel = 1.76 0.0 294.90 57.634 K Factor = 38.85 EL 294.90 7.981 0.0 6.000 57.634 to 120.0 0.0 0.0 0.0 A 294.9 0.0010 0.0 6.000 0.006 Vel = 1.89 A 100.00 7.68 2F 22.555 49.000 57.640 Qa = 100 to 150.0 E 22.555 93.979 0.0 B 394.9 0.0013 G 5.012 142.979 0.189 Vel = 2.73 T 43.857 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 9 OSL-CARLSBAD ASSISTED LIVING DINING AREA 6 Date 11/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B 0.0 7.68 F 11.278 43.170 57.829 to 150.0 0.0 11.278 0.0 C 394.9 0.0013 0.0 54.448 0.072 Vel = 2.73 C 0.0 7.68 F 11.278 43.000 57.901 to 150.0 T 43.857 55.135 0.0 D 394.9 0.0013 0.0 98.135 0.130 Vel = 2.73 D 0.0 7.68 5F 56.388 310.250 58.031 to 150.0 4E 90.221 151.621 0.0 E 394.9 0.0013 G 5.012 461.871 0.610 Vel = 2.73 E 0.0 7.68 2F 22.555 122.000 58.641 to 150.0 3E 67.666 90.221 0.0 BF1 394.9 0.0013 0.0 212.221 0.281 Vel = 2.73 BF1 0.0 8.27 3E 85.404 16.000 58.922 to 140.0 0.0 85.404 5.000 * * Fixed Loss = 5 BF2 394.9 0.0010 0.0 101.404 0.106 Vel = 2.36 BF2 0.0 7.68 G 5.012 19.000 64.028 to 150.0 T 43.857 48.869 0.0 CM 394.9 0.0013 0.0 67.869 0.090 Vel = 2.73 0.0 394.90 64.118 K Factor= 49.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 P AL .M. ~ "im. - - Fire Protection by Computer Design ALTERNATIVE FIRE PROTECTION 28701 Hwy 74 LAKE EL SINORE CA. 92532 (951) 245-7111 Job Name : OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Building : ASSISTED LIVING Location : FITNESS CENTER System : 1 Contract : 20006 Data File : OSL-CARLSBAD ASSITED LIVING FITNESS CENTER AREA 7 CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALTERNATIVE FIRE PROTECTION Page 1 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Hydraulic Design Information Sheet Name - OAKMONT ASSISTED FITNESS CENTER AREA 7 Date - 11/30/20 Location - FITNESS CENTER Building - ASSISTED LIVING System No. - 1 Contractor - ALTERNATIVE FIRE PROTECTION Contract No. - 20006 Calculated By - ANGI VILLAMENA Drawing No. - FP-15 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 10'-0" Occupancy - LIGHT HAZARD S (XX) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sorinkler Oneration - 1500 Svstm Type Sprinkler/Nozzle Density - .10 (X) Wet Make TYCO D Area Per Sprinkler - 110 ( ) Dry Model LF II E Elevation at Highest Outlet - lO'-O" ( ) Deluge Size 7/16 S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 4.9 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 DEG.F G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 306.313 Press Required - 75.442 Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 9/4/20 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 132 8 Press - R Residual Press - 89 Elev. - Well Flow - 5375 Proof Flow S Elevation - 0 U P Location - FARADAY AVE. AT EL FUERTE ST P L Source of Information - CITY OF CARLSBAD Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M SR TA O C R K A G E Single Row ( ) Conven. Pallet Double Row ( ) Slave Pallet Mult. Row Flue Spacing Longitudinal Auto. Storage ( ) Encap. Solid Shelf ( ) Non Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ALTERNATIVE FIRE PROTECTION Page 2 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 City Water Supply: Demand: Cl - Static Pressure : 118.8 Dl - Elevation : 3.898 C2 - Residual Pressure: 80.1 D2 - System Flow : 206.313 C2 - Residual Flow : 5375 D2 - System Pressure : 75.442 Hose (Demand) :100 03 - System Demand : 306.313 Safety Margin : 43.165 150 140 130 : Cl p120 R 110 100 S 90 __ ____ -92- C2 80 - u 70 D R 60 E 50 40 30 20 10 .... _ ___. 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 ALTERNATIVE FIRE PROTECTION Page 3 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 1½ 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 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 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 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 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 ALTERNATIVE FIRE PROTECTION Page 4 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. HEADS 0.0 12.06 na Fl 9.0 4.9 8.16 na 14.0 0.1 140 7.0 F2 9.0 4.9 8.71 na 14.46 0.1 140 7.0 F3 9.0 4.9 8.32 na 14.14 0.1 140 7.0 F4 9.0 4.9 8.88 na 14.6 0.1 140 7.0 F5 9.0 4.9 11.23 na 16.42 0.1 140 7.0 F6 9.0 4.9 11.44 na 16.57 0.1 140 7.0 F7 9.0 4.9 11.77 na 16.81 0.1 90 7.0 F8 9.0 4.9 11.77 na 16.81 0.1 90 7.0 F9 9.0 4.9 10.45 na 15.84 0.1 86 7.0 F10 9.0 4.9 10.3 na 15.72 0.1 105 7.0 F11 9.0 4.9 11.01 na 16.26 0.1 63 7.0 F12 9.0 4.9 12.1 na 17.04 0.1 90 7.0 F13 9.0 4.9 12.96 na 17.64 0.1 90 7.0 BRANCH 0.0 12.06 na F21 10.0 8.01 na F22 10.0 8.5 na F23 10.0 8.18 na F24 10.0 8.68 na F25 10.0 11.17 na F26 10.0 11.39 na F27 10.0 11.64 na F28 10.0 11.73 na F32 10.0 12.07 na F33 10.0 12.85 na F45 10.0 10.23 na F29 10.0 10.28 na F47 10.0 10.43 na F30 10.0 10.47 na F48 10.0 11.24 na F31 10.0 11.24 na F46 10.0 10.23 na F52 10.0 14.48 na F53 10.0 14.85 na F54 10.0 16.22 na F56 10.0 12.51 na F58 10.0 12.49 na F60 10.0 12.43 na F57 10.0 12.57 na F59 10.0 12.59 na F61 10.0 12.65 na F62 10.0 18.49 na F64 10.0 18.26 na F66 10.0 17.59 na F63 10.0 21.55 na F65 10.0 21.8 na F67 10.0 22.62 na F71 10.0 37.64 na F73 10.0 37.31 na F75 10.0 36.69 na F77 10.0 34.56 na F78 10.0 31.08 na F72 10.0 39.54 na F74 10.0 38.91 na F76 10.0 38.85 na 186 10.0 53.53 na 188 10.0 52.76 na 190 10.0 52.76 na 187 10.0 48.93 na 189 10.0 49.11 na 191 10.0 49.05 na 175 10.0 56.59 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard ALTERNATIVE FIRE PROTECTION Page 5 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 177 10.0 55.46 na 179 10.0 55.02 na 181 10.0 53.54 na 183 10.0 53.54 na 185 10.0 53.54 na 182 10.0 53.53 na 184 10.0 53.53 na MAIN 0.0 12.06 na F41 10.0 11.93 na F42 10.0 11.93 na F43 10.0 12.03 na F44 10.0 12.06 na F49 10.0 12.2 na F50 10.0 12.37 na F51 10.0 13.33 na F68 10.0 14.43 na F55 10.0 19.35 na F69 10.0 25.77 na F70 10.0 29.16 na F79 10.0 38.97 na 193 10.0 47.45 na 180 10.0 51.78 na 178 10.0 52.27 na 176 10.0 53.15 na 192 10.0 53.44 na 174 10.0 53.5 na 173 10.0 53.56 na 172 10.0 56.13 na 170 10.0 59.21 na 171 10.0 59.64 na 1TR 10.0 61.98 na 1BR 9.0 63.05 na BR1 9.0 63.54 na TR 9.0 65.51 na BR 0.1 69.4 na GA -2.0 70.37 na UNDER 0.0 12.06 na EL 0.0 69.52 na A 0.0 69.52 na 100.0 B 0.0 69.64 na C 0.0 69.68 na D 0.0 69.76 na E 0.0 70.14 na BF1 0.0 70.32 na BF2 0.0 75.39 na CM 0.0 75.44 na The maximum velocity is 21.01 and it occurs in the pipe between nodes F69 and F70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 6 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref..1c"or Ftng's Pe Pv Notes Point Ot Pf/Ft Eqv. Ln. Total Pf Pn Fl 14.00 1.101 N 7.0 1.000 8.163 K Factor= 4.90 to 150.0 0.0 7.000 -0.433 F21 14.0 0.0352 0.0 8.000 0.282 Vel = 4.72 0.0 14.00 8.012 K Factor = 4.95 F2 14.46 1.101 0 5.0 1.000 8.713 K Factor =4.90 to 150.0 0.0 5.000 -0.433 F22 14.46 0.0373 0.0 6.000 0.224 Vel = 4.87 0.0 14.46 8.504 K Factor = 4.96 F3 14.14 1.101 N 7.0 1.000 8.323 K Factor= 4.90 to 150.0 0.0 7.000 -0.433 F23 14.14 0.0357 0.0 8.000 0.286 Vel = 4.77 0.0 14.14 8.176 K Factor = 4.95 F4 14.60 1.101 0 5.0 1.000 8.882 K Factor =4.90 to 150.0 0.0 5.000 -0.433 F24 14.6 0.0380 0.0 6.000 0.228 Vel = 4.92 0.0 14.60 8.677 K Factor = 4.96 F5 16.42 1.101 N 7.0 1.000 11.226 K Factor= 4.90 to 150.0 0.0 7.000 -0.433 F25 16.42 0.0471 0.0 8.000 0.377 Vel = 5.53 0.0 16.42 11.170 K Factor= 4.91 F6 16.57 1.101 N 7.0 1.000 11.436 K Factor =4.90 to 150.0 0.0 7.000 -0.433 F26 16.57 0.0481 0.0 8.000 0.385 Vet = 5.58 0.0 16.57 11.388 K Factor = 4.91 F7 16.81 1.101 0 5.0 1.000 11.773 K Factor =4.90 to 150.0 0.0 5.000 -0.433 F27 16.81 0.0493 0.0 6.000 0.296 Vet = 5.66 0.0 16.81 11.636 K Factor = 4.93 F8 16.81 1.101 N 7.0 1.000 11.769 K Factor =4.90 to 150.0 0.0 7.000 -0.433 F28 16.81 0.0492 0.0 8.000 0.394 Vet = 5.66 0.0 16.81 11.730 KFactor= 4.91 F9 15.84 1.101 0 5.0 1.000 10.445 K Factor =4.90 to 150.0 0.0 5.000 -0.433 F29 15.84 0.0442 0.0 6.000 0.265 Vel = 5.34 0.0 15.84 10.277 K Factor = 4.94 FlU 15.72 1.101 N 7.0 2.000 10.297 K Factor = 4.90 to 150.0 0 5.0 12.000 -0.433 F30 15.72 0.0436 0.0 14.000 0.610 Vet = 5.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 7 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 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 15.72 10.474 K Factor = 4.86 F11 16.26 1.101 N 7.0 2.330 11.011 K Factor =4.90 to 150.0 0 5.0 12.000 -0.433 F31 16.26 0.0464 0.0 14.330 0.665 Vel = 5.48 0.0 16.26 11.243 K Factor = 4.85 F12 17.04 1.101 N 7.0 1.000 12.096 K Factor =4.90 to 150.0 0.0 7.000 -0.433 F32 17.04 0.0506 0.0 8.000 0.405 Vel = 5.74 0.0 17.04 12.068 K Factor = 4.91 F13 17.64 1.101 0 5.0 1.000 12.956 K Factor =4.90 to 150.0 0.0 5.000 -0.433 F33 17.64 0.0540 0.0 6.000 0.324 Vel = 5.94 0.0 17.64 12.847 K Factor = 4.92 F21 14.00 1.101 0.0 14.000 8.012 to 150.0 0.0 0.0 0.0 F22 14.0 0.0351 0.0 14.000 0.492 Vel = 4.72 F22 14.46 1.101 0 5.0 8.170 8.504 to 150.0 0.0 5.000 0.0 F46 28.46 0.1307 0.0 13.170 1.721 Vel = 9.59 0.0 28.46 10.225 K Factor = 8.90 F23 14.14 1.101 0.0 14.000 8.176 to 150.0 0.0 0.0 0.0 F24 14.14 0.0358 0.0 14.000 0.501 Vel = 4.77 F24 14.60 1.101 0 5.0 8.170 8.677 to 150.0 0.0 5.000 0.0 F47 28.74 0.1331 0.0 13.170 1.753 Vel = 9.69 0.0 28.74 10.430 K Factor = 8.90 F25 16.42 1.101 N 7.0 9.000 11.170 to 150.0 0.0 7.000 0.0 F41 16.42 0.0472 0.0 16.000 0.756 Vel = 5.53 0.0 16.42 11.926 K Factor = 4.75 F26 16.57 1.101 0 5.0 9.000 11.388 to 150.0 0.0 5.000 0.0 F44 16.57 0.0480 0.0 14.000 0.672 Vel = 5.58 0.0 16.57 12.060 K Factor = 4.77 F27 16.81 1.101 0 5.0 1.000 11.636 to 150.0 0.0 5.000 0.0 F42 16.81 0.0493 0.0 6.000 0.296 Vel = 5.66 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 8 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. 11C..or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16.81 11.932 K Factor = 4.87 F28 16.81 1.101 0 5.0 1.000 11.730 to 150.0 0.0 5.000 0.0 F43 16.81 0.0493 0.0 6.000 0.296 Vel = 5.66 0.0 16.81 12.026 K Factor = 4.85 F32 17.04 1.101 0 5.0 1.000 12.068 to 150.0 0.0 5.000 0.0 F50 17.04 0.0505 0.0 6.000 0.303 Vel = 5.74 0.0 17.04 12.371 K Factor = 4.84 F33 37.54 1.394 0 6.0 1.000 12.847 to 150.0 0.0 6.000 0.0 F51 37.54 0.0690 0.0 7.000 0.483 Vel = 7.89 0.0 37.54 13.330 K Factor = 10.28 F45 9.03 1.394 0 6.0 3.000 10.233 to 150.0 0.0 6.000 0.0 F29 9.03 0.0049 0.0 9.000 0.044 Vel = 1.90 F29 15.84 1.394 8R 8.0 116.330 10.277 to 150.0 0 6.0 14.000 0.0 F52 24.87 0.0323 0.0 130.330 4.206 Vet = 5.23 0.0 24.87 14.483 K Factor = 6.54 F47 8.99 1.394 0 6.0 3.000 10.430 to 150.0 0.0 6.000 0.0 F30 8.99 0.0049 0.0 9.000 0.044 Vel = 1.89 F30 15.72 1.394 15R 15.0 116.330 10.474 to 150.0 0 6.0 21.000 0.0 F53 24.71 0.0319 0.0 137.330 4.380 Vel = 5.19 0.0 24.71 14.854 K Factor = 6.41 F48 1.95 1.394 0 6.0 3.000 11.240 to 150.0 0.0 6.000 0.0 F31 1.95 0.0003 0.0 9.000 0.003 Vel = 0.41 F31 16.26 1.394 16T 152.371 116.330 11.243 to 150.0 0 6.0 158.371 0.0 F54 18.21 0.0181 0.0 274.701 4.979 Vel = 3.83 0.0 18.21 16.222 K Factor= 4.52 F45 -9.03 1.394 0.0 1.500 10.233 to 150.0 0.0 0.0 0.0 F46 -9.03 -0.0053 0.0 1.500 -0.008 Vel = 1.90 F46 28.46 1.394 0.0 10.000 10.225 to 150.0 0.0 0.0 0.0 F47 19.43 0.0205 0.0 10.000 0.205 Vel = 4.08 F47 19.75 1.394 0.0 10.830 10.430 to 150.0 0.0 0.0 0.0 F48 39.18 0.0748 0.0 10.830 0.810 Vet = 8.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 9 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pt Pn F48 -1.95 1.394 0 6.0 8.170 11.240 to 150.0 0.0 6.000 0.0 F49 37.23 0.0681 0.0 14.170 0.965 Vel = 7.83 0.0 37.23 12.205 K Factor = 10.66 F52 24.87 1.394 0.0 11.500 14.483 to 150.0 0.0 0.0 0.0 F53 24.87 0.0323 0.0 11.500 0.371 Vel = 5.23 F53 24.71 1.394 R 1.0 10.830 14.854 to 150.0 0.0 1.000 0.0 F54 49.58 0.1156 0.0 11.830 1.368 Vel= 10.42 F54 18.21 1.394 R 1.0 8.170 16.222 to 150.0 0 6.0 7.000 0.0 F55 67.79 0.2063 0.0 15.170 3.129 Vel = 14.25 0.0 67.79 19.351 K Factor = 15.41 F56 4.23 1.394 2E 9.523 27.330 12.510 to 150.0 20 12.0 21.523 0.0 F57 4.23 0.0012 0.0 48.853 0.060 Vel = 0.89 0.0 4.23 12.570 K Factor = 1.19 F58 6.21 1.394 3R 3.0 27.330 12.486 to 150.0 20 12.0 15.000 0.0 F59 6.21 0.0025 0.0 42.330 0.105 Vel = 1.31 0.0 6.21 12.591 K Factor = 1.75 F60 9.47 1.394 2R 2.0 27.330 12.427 to 150.0 20 12.0 14.000 0.0 F61 9.47 0.0054 0.0 41.330 0.224 Vel = 1.99 0.0 9.47 12.651 K Factor = 2.66 F56 -4.23 1.394 3R 3.0 16.670 12.510 to 150.0 0.0 3.000 0.0 F58 -4.23 -0.0012 0.0 19.670 -0.024 Vel = 0.89 F58 -6.20 1.394 R 1.0 8.170 12.486 to 150.0 0.0 1.000 0.0 F60 -10.43 -0.0064 0.0 9.170 -0.059 Vel = 2.19 F60 -9.47 1.394 R 1.0 10.170 12.427 to 150.0 0 6.0 7.000 0.0 F44 -19.9 -0.0214 0.0 17.170 -0.367 Vel = 4.18 0.0 -19.90 12.060 K Factor = -5.73 F57 4.23 1.394 R 1.0 16.670 12.570 to 150.0 0.0 1.000 0.0 F59 4.23 0.0012 0.0 17.670 0.021 Vel = 0.89 F59 6.20 1.394 R 1.0 8.170 12.591 to 150.0 0.0 1.000 0.0 F61 10.43 0.0065 0.0 9.170 0.060 Vel = 2.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 10 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F61 9.47 1.394 0.0 9.170 12.651 to 150.0 0.0 0.0 0.0 F33 19.9 0.0214 0.0 9.170 0.196 Vel = 4.18 0.0 19.90 12.847 K Factor = 5.55 F62 18.71 1.394 hR 11.0 136.000 18.486 to 150.0 0 6.0 25.000 0.0 F63 18.71 0.0191 N 8.0 161.000 3.069 Vel = 3.93 0.0 18.71 21.555 K Factor = 4.03 F64 19.93 1.394 17R 17.0 136.000 18.262 to 150.0 20 12.0 29.000 0.0 F65 19.93 0.0214 0.0 165.000 3.536 Vel = 4.19 0.0 19.93 21.798 K Factor = 4.27 F66 23.89 1.394 20R 20.0 136.000 17.587 to 150.0 20 12.0 32.000 0.0 F67 23.89 0.0299 0.0 168.000 5.031 Vel = 5.02 0.0 23.89 22.618 K Factor = 5.02 F62 -18.71 1.394 0.0 11.750 18.486 to 150.0 0.0 0.0 0.0 F64 -18.71 -0.0191 0.0 11.750 -0.224 Vel = 3.93 F64 -19.93 1.394 0.0 9.250 18.262 to 150.0 0.0 0.0 0.0 F66 -38.64 -0.0730 0.0 9.250 -0.675 Vel = 8.12 F66 -23.89 1.394 A 1.0 10.750 17.587 to 150.0 0 6.0 7.000 0.0 F68 -62.53 -0.1776 0.0 17.750 -3.153 Vel = 13.14 0.0 -62.53 14.434 K Factor = -16.46 F63 18.71 1.394 A 1.0 11.750 21.555 to 150.0 0.0 1.000 0.0 F65 18.71 0.0191 0.0 12.750 0.243 Vel = 3.93 F65 19.93 1.394 2R 2.0 9.250 21.798 to 150.0 0.0 2.000 0.0 F67 38.64 0.0729 0.0 11.250 0.820 Vel = 8.12 F67 23.89 1.394 R 1.0 10.750 22.618 to 150.0 0 6.0 7.000 0.0 F69 62.53 0.1777 0.0 17.750 3.154 Vel = 13.14 0.0 62.53 25.772 K Factor = 12.32 F71 19.56 1.394 6R 6.0 71.830 37.639 to 150.0 0 6.0 20.000 0.0 F72 19.56 0.0207 N 8.0 91.830 1.900 Vel = 4.11 0.0 19.56 39.539 K Factor = 3.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 11 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F73 17.78 1.394 8R 8.0 71.830 37.313 to 150.0 20 12.0 20.000 0.0 F74 17.78 0.0173 0.0 91.830 1.593 Vel = 3.74 0.0 17.78 38.906 K Factor = 2.85 F75 20.62 1.394 hR 11.0 71.830 36.686 to 150.0 20 12.0 23.000 0.0 F76 20.62 0.0228 0.0 94.830 2.163 Vel = 4.33 0.0 20.62 38.849 K Factor = 3.31 F71 -19.56 1.394 2R 2.0 13.750 37.639 to 150.0 0.0 2.000 0.0 F73 -19.56 -0.0207 0.0 15.750 -0.326 Vel = 4.11 F73 -17.78 1.394 R 1.0 8.170 37.313 to 150.0 0.0 1.000 0.0 F75 -37.34 -0.0684 0.0 9.170 -0.627 Vel = 7.85 F75 -20.61 1.394 N 8.0 5.750 36.686 to 150.0 0.0 8.000 0.0 F77 -57.95 -0.1544 0.0 13.750 -2.123 Vel = 12.18 F77 0.0 1.394 0 6.0 16.580 34.563 to 150.0 0.0 6.000 0.0 F78 -57.95 -0.1543 0.0 22.580 -3.485 Vel = 12.18 F78 0.0 1.394 0 6.0 6.420 31.078 to 150.0 0.0 6.000 0.0 F70 -57.95 -0.1543 0.0 12.420 -1.916 Vel = 12.18 0.0 -57.95 29.162 K Factor = -10.73 F72 -28.00 1.394 2R 2.0 13.750 39.539 to 150.0 0.0 2.000 0.0 F74 -28.0 -0.0402 0.0 15.750 -0.633 Vel = 5.89 F74 17.78 1.394 R 1.0 8.170 38.906 to 150.0 0.0 1.000 0.0 F76 -10.22 -0.0062 0.0 9.170 -0.057 Vel = 2.15 F76 20.61 1.394 R 1.0 12.250 38.849 to 150.0 0 6.0 7.000 0.0 F79 10.39 0.0064 0.0 19.250 0.123 Vel = 2.18 0.0 10.39 38.972 K Factor = 1.66 186 -32.21 1.394 5R 5.0 71.170 53.526 to 150.0 20 12.0 17.000 0.0 187 -32.21 -0.0521 0.0 88.170 -4.592 Vel = 6.77 0.0 -32.21 48.934 K Factor = -4.60 188 -28.29 1.394 6R 6.0 71.170 52.765 to 150.0 20 12.0 18.000 0.0 189 -28.29 -0.0410 0.0 89.170 -3.653 Vel = 5.95 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 12 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftngs Pe Pv ******* Notes Point Ot Pf/Ft Eqv. Ln. Total Pf Pn -28.29 49.112 K Factor = -4.04 190 -27.88 1.394 1OR 10.0 71.170 52.760 to 150.0 20 12.0 22.000 0.0 191 -27.88 -0.0399 0.0 93.170 -3.714 Vel = 5.86 0.0 -27.88 49.046 K Factor = -3.98 186 -31.19 1.394 2R 2.0 13.500 53.526 to 150.0 0.0 2.000 0.0 188 -31.19 -0.0491 0.0 15.500 -0.761 Vel = 6.56 188 28.29 1.394 R 1.0 6.920 52.765 to 150.0 0.0 1.000 0.0 190 -2.9 -0.0006 0.0 7.920 -0.005 Vel = 0.61 190 27.88 1.394 R 1.0 13.750 52.760 to 150.0 0 6.0 7.000 0.0 192 24.98 0.0325 0.0 20.750 0.675 Vel = 5.25 0.0 24.98 53.435 K Factor = 3.42 187 15.35 1.394 0.0 13.500 48.934 to 150.0 0.0 0.0 0.0 189 15.35 0.0132 0.0 13.500 0.178 Vel = 3.23 189 -28.30 1.394 0.0 6.920 49.112 to 150.0 0.0 0.0 0.0 191 -12.95 -0.0095 0.0 6.920 -0.066 Vel = 2.72 191 -27.88 1.394 0 6.0 13.750 49.046 to 150.0 0.0 6.000 0.0 193 -40.83 -0.0808 0.0 19.750 -1.595 Vel = 8.58 0.0 -40.83 47.451 K Factor = -5.93 187 -47.56 1.394 4R 4.0 53.750 48.934 to 150.0 3N 24.0 34.000 0.0 F72 -47.56 -0.1071 0 6.0 87.750 -9.395 Vel = 10.00 0.0 -47.56 39.539 K Factor = -7.56 175 -23.98 1.394 1OR 10.0 92.170 56.590 to 150.0 20 12.0 22.000 0.0 176 -23.98 -0.0302 0.0 114.170 -3.443 Vel = 5.04 0.0 -23.98 53.147 K Factor = -3.29 177 -20.91 1.394 hR 11.0 99.170 55.456 to 150.0 30 18.0 37.000 0.0 178 -20.91 -0.0234 N 8.0 136.170 -3.187 Vel = 4.40 0.0 -20.91 52.269 K Factor = -2.89 179 -23.21 1.394 8R 8.0 92.170 55.018 to 150.0 0 6.0 22.000 0.0 180 -23.21 -0.0284 N 8.0 114.170 -3.241 Vel = 4.88 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 13 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -23.21 51.777 K Factor = -3.23 179 23.21 1.394 2R 2.0 13.420 55.018 to 150.0 0.0 2.000 0.0 177 23.21 0.0284 0.0 15.420 0.438 Vel = 4.88 177 20.90 1.394 R 1.0 11.170 55.456 to 150.0 0.0 1.000 0.0 175 44.11 0.0932 0.0 12.170 1.134 Vel = 9.27 175 23.98 1.394 0 6.0 6.580 56.590 to 150.0 0.0 6.000 0.0 170 68.09 0.2080 0.0 12.580 2.617 Vel = 14.31 0.0 68.09 59.207 K Factor = 8.85 181 -1.07 1.394 4R 4.0 51.000 53.537 to 150.0 20 12.0 16.000 0.0 182 -1.07 -0.0001 0.0 67.000 -0.007 Vel = 0.22 0.0 -1.07 53.530 K Factor= -0.15 183 -1.27 1.394 5R 5.0 51.000 53.538 to 150.0 20 12.0 17.000 0.0 184 -1.27 -0.0001 0.0 68.000 -0.009 Vel = 0.27 0.0 -1.27 53.529 K Factor = -0.17 185 -1.74 1.394 6R 6.0 51.000 53.542 to 150.0 20 12.0 18.000 0.0 186 -1.74 -0.0002 0.0 69.000 -0.016 Vel = 0.37 0.0 -1.74 53.526 K Factor = -0.24 181 1.07 1.394 0.0 12.750 53.537 to 150.0 0.0 0.0 0.0 183 1.07 0.0001 0.0 12.750 0.001 Vel = 0.22 183 1.27 1.394 0.0 9.500 53.538 to 150.0 0.0 0.0 0.0 185 2.34 0.0004 0.0 9.500 0.004 Vel = 0.49 185 1.74 1.394 0 6.0 10.170 53.542 to 150.0 0.0 6.000 0.0 173 4.08 0.0011 0.0 16.170 0.018 Vel = 0.86 0.0 4.08 53.560 K Factor = 0.56 182 -1.07 1.394 2R 2.0 12.750 53.530 to 150.0 0.0 2.000 0.0 184 -1.07 -0.0001 0.0 14.750 -0.001 Vel = 0.22 184 -1.27 1.394 0.0 8.500 53.529 to 150.0 0.0 0.0 0.0 186 -2.34 -0.0004 0.0 8.500 -0.003 Vel = 0.49 186 61.66 1.394 0 6.0 10.170 53.526 to 150.0 0.0 6.000 0.0 172 59.32 0.1612 0.0 16.170 2.606 Vel = 12.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 14 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Ot Pf/Ft Eqv. Ln. Total Pf Pn 0.0 59.32 56.132 K Factor = 7.92 F41 16.42 2.003 0.0 2.330 11.926 to 150.0 0.0 0.0 0.0 F42 16.42 0.0026 0.0 2.330 0.006 Vel = 1.67 F42 16.81 2.003 0.0 10.000 11.932 to 150.0 0.0 0.0 0.0 F43 33.23 0.0094 0.0 10.000 0.094 Vel = 3.38 F43 16.81 2.003 0.0 1.670 12.026 to 150.0 0.0 0.0 0.0 F44 50.04 0.0204 0.0 1.670 0.034 Vel = 5.10 F44 -3.33 2.003 0.0 8.170 12.060 to 150.0 0.0 0.0 0.0 F49 46.71 0.0177 0.0 8.170 0.145 Vel = 4.76 F49 37.23 2.003 0.0 3.170 12.205 to 150.0 0.0 0.0 0.0 F50 83.94 0.0524 0.0 3.170 0.166 Vel = 8.55 F50 17.04 2.003 0.0 13.000 12.371 to 150.0 0.0 0.0 0.0 F51 100.98 0.0738 0.0 13.000 0.959 Vel = 10.28 F51 37.54 2.003 0.0 8.330 13.330 to 150.0 0.0 0.0 0.0 F68 138.52 0.1325 0.0 8.330 1.104 VeI= 14.10 F68 -62.53 2.003 8R 8.0 94.750 14.434 to 150.0 0 10.0 18.000 0.0 F55 75.99 0.0436 0.0 112.750 4.917 Vel = 7.74 F55 67.79 2.003 4R 4.0 41.250 19.351 to 150.0 0.0 4.000 0.0 F69 143.78 0.1419 0.0 45.250 6.421 Vel = 14.64 F69 62.53 2.003 0 10.0 2.250 25.772 to 150.0 0.0 10.000 0.0 F70 206.31 0.2767 0.0 12.250 3.390 Vel = 21.01 F70 -57.95 2.003 1OR 10.0 55.250 29.162 to 150.0 0.0 10.000 0.0 F79 148.36 0.1503 0.0 65.250 9.810 Vel = 15.11 F79 10.40 2.003 4R 4.0 45.750 38.972 to 150.0 0.0 4.000 0.0 193 158.76 0.1704 0.0 49.750 8.479 Vel = 16.16 193 -40.83 2.003 5R 5.0 39.000 47.451 to 150.0 0.0 5.000 0.0 180 117.93 0.0983 0.0 44.000 4.326 Vel = 12.01 180 -23.21 2.003 A 1.0 6.500 51.777 to 150.0 0.0 1.000 0.0 178 94.72 0.0656 0.0 7.500 0.492 Vel = 9.64 178 -20.91 2.003 3R 3.0 18.250 52.269 to 150.0 0.0 3.000 0.0 176 73.81 0.0413 0.0 21.250 0.878 Vel = 7.52 176 -23.97 2.003 R 1.0 6.500 53.147 to 150.0 0 10.0 11.000 0.0 174 49.84 0.0200 0.0 17.500 0.350 Vel = 5.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 15 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Fe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 0.0 49.84 53.497 K Factor = 6.81 192 24.98 2.003 0 10.0 1.000 53.435 to 150.0 0.0 10.000 0.0 174 24.98 0.0056 0.0 11.000 0.062 Vel = 2.54 174 49.84 2.003 0.0 1.500 53.497 to 150.0 0.0 0.0 0.0 173 74.82 0.0420 0.0 1.500 0.063 Vel = 7.62 173 4.08 2.003 4R 4.0 51.000 53.560 to 150.0 0.0 4.000 0.0 172 78.9 0.0468 0.0 55.000 2.572 Vel = 8.03 172 59.32 2.003 R 1.0 15.580 56.132 to 150.0 0 10.0 11.000 0.0 171 138.22 0.1319 0.0 26.580 3.505 Vel = 14.07 0.0 138.22 59.637 K Factor = 17.90 170 68.09 2.705 T 28.284 24.000 59.207 to 150.0 0.0 28.284 0.0 171 68.09 0.0082 0.0 52.284 0.430 Vel = 3.80 171 138.22 2.705 2E 28.284 8.250 59.637 to 150.0 0.0 28.284 0.0 1TR 206.31 0.0641 0.0 36.534 2.341 Vel = 11.52 1TR 0.0 4.31 B 25.272 8.000 61.978 to 150.0 E 21.06 88.451 0.433 1BA 206.31 0.0066 1 42.119 96.451 0.639 Vel = 4.54 1BR 0.0 4.31 E 13.937 7.000 63.050 to 120.0 T 27.874 41.811 0.0 BA1 206.31 0.0100 0.0 48.811 0.489 Vel = 4.54 BR1 0.0 4.31 5E 69.685 127.420 63.539 to 120.0 0.0 69.685 0.0 TA 206.31 0.0100 0.0 197.105 1.974 Vel = 4.54 TA 0.0 6.357 B 12.573 8.500 65.513 to 120.0 0.0 12.573 3.855 BR 206.31 0.0015 0.0 21.073 0.031 Vel = 2.09 BR 0.0 6.357 T 37.72 3.000 69.399 to 120.0 0.0 37.720 0.910 GA 206.31 0.0015 0.0 40.720 0.061 Vel = 2.09 GA 0.0 8.27 E 21.405 6.000 70.370 to 120.0 0.0 21.405 -0.866 EL 206.31 0.0004 0.0 27.405 0.011 Vel = 1.23 0.0 206.31 69.515 K Factor = 24.74 EL 206.31 7.981 0.0 6.000 69.515 to 120.0 0.0 0.0 0.0 A 206.31 0.0005 0.0 6.000 0.003 Vel = 1.32 A 100.00 7.68 2F 22.555 49.000 69.518 Oa = 100 to 150.0 E 22.555 93.979 0.0 B 306.31 0.0008 G 5.012 142.979 0.118 Vel = 2.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 16 OSL-CARLSBAD ASSISTED LIVING FITNESS CENTER AREA 7 Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftrig's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 43.857 B 0.0 7.68 F 11.278 43.170 69.636 to 150.0 0.0 11.278 0.0 C 306.31 0.0008 0.0 54.448 0.046 Vel = 2.12 C 0.0 7.68 F 11.278 43.000 69.682 to 150.0 T 43.857 55.135 0.0 D 306.31 0.0008 0.0 98.135 0.081 Vel = 2.12 D 0.0 7.68 SF 56.388 310.250 69.763 to 150.0 4E 90.221 151.621 0.0 E 306.31 0.0008 G 5.012 461.871 0.381 Vel = 2.12 E 0.0 7.68 2F 22.555 122.000 70.144 to 150.0 3E 67.666 90.221 0.0 BF1 306.31 0.0008 0.0 212.221 0.176 Vel = 2.12 BF1 0.0 8.27 3E 85.404 16.000 70.320 to 140.0 0.0 85.404 5.000 * * Fixed Loss = 5 BF2 306.31 0.0007 0.0 101.404 0.066 Vel = 1.83 BF2 0.0 7.68 G 5.012 19.000 75.386 to 150.0 T 43.857 48.869 0.0 CM 306.31 0.0008 0.0 67.869 0.056 Vel = 2.12 0.0 306.31 75.442 K Factor = 35.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design ALTERNATIVE FIRE PROTECTION 28701 Hwy 74 LAKE EL SINORE CA. 92532 (951) 245-7111 Job Name : OSL-CARLSBAD ASSISTED LIVING GARAGE Building ASSISTED LIVING Location : BASEMENT PARKING System : 1 Contract 20006 Data File : OSL-CARLSBAD ASSITED LIVING GARAGE CALC.WXF 4j Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 11 ALTERNATIVE FIRE PROTECTION Page 1 OSL-CARLSBAD ASSISTED LIVING GARAGE Date 9/30/20 Hydraulic Design Information Sheet Name - OAKMONT ASSISTED LIVING GARAGE Date - 11/6/20 Location - BASEMENT PARKING Building - ASSISTED LIVING System No. - 1 Contractor - ALTERNATIVE FIRE PROTECTION Contract No. - 20006 Calculated By - ANGI VILLAMENA Drawing No. - FP-4 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - lo'-O" Occupancy - ORDINARY HAZARD 1 S (XX) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .15 (X) Wet Make TYCO D Area Per Sprinkler - 120 ( ) Dry Model TY313 E Elevation at Highest Outlet - 10'-0" ( ) Deluge Size 1/2 S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.200 DEG.F G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 513.253 Press Required - 94.360 Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 9/4/20 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 132 @ Press - R Residual Press - 89 Elev. - Well Flow - 5375 Proof Flow S Elevation - 0 U P Location - FARADAY AVE. AT EL FUERTE ST P L Source of Information - CITY OF CARLSBAD Y C 0 M M SR TA O C R K A G E Commodity Class Location Storage Ht. Area Aisle W. Storage Method: Solid Piled Palletized % Rack Single Row Conven. Pallet ( ) Auto. Storage Encap. Double Row Slave Pallet ( ) Solid Shelf Non Mult, Row Open Shelf Flue Spacing Clearance:Storage to Ceiling Longitudinal Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CM Water Supply Curve C ALTERNATIVE FIRE PROTECTION Page 2 OSL-CARLSBAD ASSISTED LIVING GARAGE Date 9/30/20 City Water Supply: Demand: Cl - Static Pressure : 118.8 Dl - Elevation : -0.433 02 - Residual Pressure: 80.1 D2 - System Flow : 263.253 C2 - Residual Flow : 5375 D2 - System Pressure : 94.360 Hose ( Demand) : 250 D3 - System Demand : 513.253 Safety Margin : 23.938 150 140 130 Cl p120 :z R 11 D2 E 100 90 o - - C2 9L 75t911500 2250 3000 3750 4500 5250 6000 6750 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ALTERNATIVE FIRE PROTECTION Page 3 OSLCARLSBAD ASSISTED LIVING GARAGE Date 9/30/20 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 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 134SElbow 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 T NFPA139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch 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 I Flow Summary - STANDARD ALTERNATIVE FIRE PROTECTION Page 4 OSL-CARLSBAD ASSISTED LIVING GARAGE Date 9/30/20 Node No. Elevation K- Fact Pt Actual Pn Flow Actual Density Area Press Req. HEADS 0.0 8.25 na G -1.0 5.6 8.68 na 16.5 0.15 110 7.0 G2 -1.0 5.6 8.77 na 16.58 0.15 110 7.0 G3 -1.0 5.6 9.09 na 16.88 0.15 110 7.0 G4 -1.0 5.6 9.77 na 17.51 0.15 110 7.0 G5 -1.0 5.6 11.42 na 18.93 0.15 110 7.0 G6 -1.0 5.6 8.83 na 16.64 0.15 110 7.0 G7 -1.0 5.6 8.92 na 16.72 0.15 110 7.0 G8 -1.0 5.6 9.24 na 17.03 0.15 110 7.0 G9 -1.0 5.6 9.94 na 17.65 0.15 110 7.0 G10 -1.0 5.6 11.61 na 19.08 0.15 110 7.0 Gil -1.0 5.6 9.37 na 17.14 0.15 110 7.0 G12 -1.0 5.6 9.46 na 17.22 0.15 110 7.0 G13 -1.0 5.6 9.8 na 17.53 0.15 110 7.0 G14 -1.0 5.6 10.54 na 18.18 0.15 110 7.0 G15 -1.0 5.6 12.31 na 19.65 0.15 110 7.0 MAIN 0.0 8.25 na G21 -1.0 11.6 na G22 -1.0 11.79 na G23 -1.0 12.49 na G24 -1.0 40.71 na G25 -1.0 66.62 na G26 -1.0 72.9 na GTR -2.0 78.48 na GBR -2.0 83.74 na GA -2.0 87.8 na UNDER 0.0 8.25 na EL 0.0 86.96 na A 0.0 86.96 na 250.0 B 0.0 87.27 na C 0.0 87.38 na D 0.0 87.6 na E 0.0 88.59 na BF1 0.0 89.04 na BF2 0.0 94.21 na CM 0.0 94.36 na The maximum velocity is 14.7 and it occurs in the pipe between nodes G23 and G24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,i Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 5 OSL-CARLSBAD ASSISTED LIVING GARAGE Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref."C',or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn Gi 16.50 1.728 0.0 11.000 8.681 K Factor = 5.60 to 120.0 0.0 0.0 0.0 G2 16.5 0.0081 0.0 11.000 0.089 Vel = 2.26 G2 16.58 1.728 0.0 11.000 8.770 K Factor = 5.60 to 120.0 0.0 0.0 0.0 G3 33.08 0.0290 0.0 11.000 0.319 Vel = 4.53 G3 16.89 1.728 0.0 11.000 9.089 K Factor = 5.60 to 120.0 0.0 0.0 0.0 G4 49.97 0.0623 0.0 11.000 0.685 Vel = 6.84 G4 17.50 1.728 1 11.29 5.500 9.774 K Factor = 5.60 to 120.0 0.0 11.290 0.0 G21 67.47 0.1086 0.0 16.790 1.823 Vel = 9.23 0.0 67.47 11.597 K Factor = 19.81 G5 18.93 1.728 1 11.29 5.500 11.424 K Factor = 5.60 to 120.0 0.0 11.290 0.0 G21 18.93 0.0103 0.0 16.790 0.173 Vel = 2.59 0.0 18.93 11.597 K Factor = 5.56 G6 16.64 1.728 0.0 11.000 8.829 K Factor = 5.60 to 120.0 0.0 0.0 0.0 G7 16.64 0.0082 0.0 11.000 0.090 Vel = 2.28 G7 16.72 1.728 0.0 11.000 8.919 K Factor = 5.60 to 120.0 0.0 0.0 0.0 G8 33.36 0.0295 0.0 11.000 0.324 Vel = 4.56 G8 17.03 1.728 0.0 11.000 9.243 K Factor = 5.60 to 120.0 0.0 0.0 0.0 G9 50.39 0.0633 0.0 11.000 0.696 Vel = 6.89 G9 17.65 1.728 T 11.29 5.500 9.939 K Factor = 5.60 to 120.0 0.0 11.290 0.0 G22 68.04 0.1103 0.0 16.790 1.852 Vel = 9.31 0.0 68.04 11.791 KFactor= 19.81 G10 19.08 1.728 T 11.29 5.500 11.614 K Factor = 5.60 to 120.0 0.0 11.290 0.0 G22 19.08 0.0105 0.0 16.790 0.177 Vel = 2.61 0.0 19.08 11.791 K Factor = 5.56 Gil 17.14 1.728 0.0 11.000 9.366 K Factor = 5.60 to 120.0 0.0 0.0 0.0 G12 17.14 0.0086 0.0 11.000 0.095 Vet = 2.34 G12 17.22 1.728 0.0 11.000 9.461 K Factor= 5.60 to 120.0 0.0 0.0 0.0 G13 34.36 0.0312 0.0 11.000 0.343 Vet = 4.70 G13 17.54 1.728 0.0 11.000 9.804 K Factor= 5.60 to 120.0 0.0 0.0 0.0 G14 51.9 0.0667 0.0 11.000 0.734 Vet = 7.10 G14 18.18 1.728 T 11.29 5.500 10.538 K Factor =5.60 to 120.0 0.0 11.290 0.0 G23 70.08 0.1165 0.0 16.790 1.956 Vet = 9.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 6 OSL-CARLSBAD ASSISTED LIVING GARAGE Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftng's Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 70.08 12.494 KFactor= 19.83 G15 19.65 1.728 T 11.29 5.500 12.308 K Factor = 5.60 to 120.0 0.0 11.290 0.0 G23 19.65 0.0111 0.0 16.790 0.186 Vel = 2.69 0.0 19.65 12.494 K Factor = 5.56 G21 86.40 2.705 0.0 10.000 11.597 to 120.0 0.0 0.0 0.0 G22 86.4 0.0194 0.0 10.000 0.194 Vel = 4.82 G22 87.13 2.705 0.0 10.000 11.791 to 120.0 0.0 0.0 0.0 G23 173.53 0.0703 0.0 10.000 0.703 Vel = 9.69 G23 89.72 2.705 T 18.718 167.000 12.494 to 120.0 0.0 18.718 0.0 G24 263.25 0.1519 0.0 185.718 28.219 Vel = 14.70 G24 0.0 2.705 0.0 170.500 40.713 to 120.0 0.0 0.0 0.0 G25 263.25 0.1519 0.0 170.500 25.906 Vel = 14.70 G25 0.0 2.705 E 9.359 32.000 66.619 to 120.0 0.0 9.359 0.0 G26 263.25 0.1520 0.0 41.359 6.285 Vel = 14.70 G26 0.0 2.705 E 9.359 24.500 72.904 to 120.0 0.0 9.359 0.433 GTR 263.25 0.1520 0.0 33.859 5.145 Vel = 14.70 GTR 0.0 2.705 2E 18.718 5.000 78.482 to 120.0 B 10.919 29.637 0.0 GBR 263.25 0.1519 0.0 34.637 5.262 Vel = 14.70 GBR 0.0 2.705 T 18.718 8.000 83.744 to 120.0 0.0 18.718 0.0 GA 263.25 0.1520 0.0 26.718 4.060 Vel = 14.70 GA 0.0 8.27 E 21.405 6.000 87.804 to 120.0 0.0 21.405 -0.866 EL 263.25 0.0007 0.0 27.405 0.018 Vel = 1.57 0.0 263.25 86.956 K Factor = 28.23 EL 263.25 7.981 0.0 6.000 86.956 to 120.0 0.0 0.0 0.0 A 263.25 0.0008 0.0 6.000 0.005 Vel = 1.69 A 250.00 7.68 2F 22.555 49.000 86.961 Qa = 250 to 150.0 E 22.555 93.979 0.0 B 513.25 0.0021 G 5.012 142.979 0.307 Vel = 3.55 T 43.857 B 0.0 7.68 F 11.278 43.170 87.268 to 150.0 0.0 11.278 0.0 C 513.25 0.0021 0.0 54.448 0.116 Vel = 3.55 C 0.0 7.68 F 11.278 43.000 87.384 to 150.0 T 43.857 55.135 0.0 D 513.25 0.0022 0.0 98.135 0.211 Vel = 3.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 / Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 7 OSL-CARLSBAD ASSISTED LIVING GARAGE Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C' or Ftngs Pe Pv ******* Notes Point Ot Pf/Ft Eqv. Ln. Total Pf Pn D 0.0 7.68 5F 56.388 310.250 87.595 to 150.0 4E 90.221 151.621 0.0 E 513.25 0.0021 G 5.012 461.871 0.992 Vel = 3.55 E 0.0 7.68 2F 22.555 122.000 88.587 to 150.0 3E 67.666 90.221 0.0 BF1 513.25 0.0021 0.0 212.221 0.455 Vel = 3.55 BF1 0.0 8.27 3E 85.404 16.000 89.042 to 140.0 0.0 85.404 5.000 * * Fixed Loss = 5 BF2 513.25 0.0017 0.0 101.404 0.173 Vel = 3.07 BF2 0.0 7.68 G 5.012 19.000 94.215 to 150.0 1 43.857 48.869 0.0 CM 513.25 0.0021 0.0 67.869 0.145 Vel = 3.55 0.0 513.25 94.360 K Factor = 52.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design ALTERNATIVE FIRE PROTECTION 28701 Hwy 74 LAKE EL SINORE CA. 92532 (951) 245-7111 Job Name : OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Building : ASSISTED LIVING Location : KITCHEN System : 1 Contract : 20006 Data File : OSL-CARLSBAD ASSITED LIVING KITCHEN AREA 5 CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALTERNATIVE FIRE PROTECTION Page OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 Hydraulic Design Information Sheet Name - OAKMONT ASSISTED KITCHEN AREA 5 Date - 11/30/20 Location - KITCHEN Building - ASSISTED LIVING System No. - 1 Contractor - ALTERNATIVE FIRE PROTECTION Contract No. - 20006 Calculated By - ANGI VILLAMENA Drawing No. - FP-15 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 10'-0" Occupancy - ORDINARY HAZARD 1 S (XX) NFPA 13 ( ) Lt. Haz. Y ( ) NFPA 231 ( ) NFPA 231C S Other T Specific Ruling E Ord.Haz.Gp. (X) 1 ( ) 2 ( ( ) Figure Made By ) 3 ( ) Ex.Haz. Curve Date M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .15 (X) Wet Make TYCO D Area Per Sprinkler - 110 ( ) Dry Model TY313 E Elevation at Highest Outlet - lOT_On ( ) Deluge Size 1/2 S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.200 DEG.F G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 745.835 Press Required - 77.728 Summary C-Factor Used: 120 Overhead 150 Underground B Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 9/4/20 Cap. - T Time of Test - Rated Cap.- Elev.- K Static Press - 132 8 Press - R Residual Press - 89 Elev. - Well Flow - 5375 Proof Flow S Elevation - 0 U P Location - FARADAY AVE. AT EL FUERTE ST P L Source of Information - CITY OF CARLSBAD Y C Commodity Class Location 0 Storage Ht. Area Aisle W. N Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non Mult. Row ( ) Open Shelf Flue Spacing Clearance:Storage to Ceiling Longitudinal Transverse flL)LLL)I1Ld..L mdLL.LwL5 tLov1uwu: SR TA O C R K A G E Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ALTERNATIVE FIRE PROTECTION Page 2 OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 City Water Supply: Demand: Cl - Static Pressure : 118.8 Dl - Elevation : 3.898 C2 - Residual Pressure: 80.1 D2 - System Flow : 495.935 C2 - Residual Flow : 5375 02 - System Pressure : 77.728 Hose ( Demand) : 250 D3 - System Demand : 745.935 Safety Margin : 40.070 150 140 130 Cl p120 R 110 100 S 90 - 11IIIIII C2 S 80 U 70 R 60 E 50 40 30 20 10 750 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 ALTERNATIVE FIRE PROTECTION Page 3 OSLCARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 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 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 1345 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 N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 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 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 I Flow Summary - STANDARD ALTERNATIVE FIRE PROTECTION Page 4 OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. HEADS 0.0 15.11 na Ki 9.0 5.6 16.26 na K2 9.0 5.6 16.36 na K3 9.0 5.6 16.74 na K4 9.0 5.6 11.3 na K5 9.0 5.6 11.08 na K6 9.0 5.6 11.56 na K7 9.0 5.6 11.34 na K8 9.0 5.6 13.11 na K9 9.0 5.6 14.02 na K10 9.0 5.6 10.34 na K11 9.0 5.6 10.57 na K12 9.0 5.6 10.5 na K13 9.0 5.6 10.74 na K14 9.0 5.6 12.49 na 1<15 9.0 5.6 11.21 na 1<16 9.0 5.6 14.48 na K17 9.0 5.6 13.1 na 1<18 9.0 5.6 12.65 na K19 9.0 5.6 12.97 na K20 9.0 5.6 13.64 na K21 9.0 5.6 16.24 na K22 9.0 5.6 19.69 na K23 9.0 5.6 20.33 na K24 9.0 5.6 19.8 na BRANCH 0.0 15.11 na K31 10.0 17.02 na 1<32 10.0 17.13 na K33 10.0 17.53 na 1<34 10.0 11.78 na K36 10.0 12.06 na K38 10.0 13.09 na 1<39 10.0 14.7 na 1<40 10.0 11.04 na K42 10.0 11.22 na K44 10.0 12.46 na 1<45 10.0 12.65 na K46 10.0 14.51 na K47 10.0 13.23 na K48 10.0 13.3 na K49 10.0 13.64 na K50 10.0 14.37 na K51 10.0 17.17 na K52 10.0 21.59 na 1<53 10.0 21.67 na K54 10.0 21.85 na 179 10.0 35.49 na 177 10.0 35.49 na 175 10.0 35.49 na 181 10.0 35.49 na 183 10.0 35.49 na 185 10.0 35.49 na 182 10.0 35.49 na 184 10.0 35.49 na 186 10.0 35.49 na MAIN 0.0 15.11 na 163 10.0 20.6 na 164 10.0 20.65 na 165 10.0 20.68 na 166 10.0 21.25 na 167 10.0 21.72 na 168 10.0 24.08 na 22.58 0.15 64 7.0 22.65 0.15 64 7.0 22.91 0.15 110 7.0 18.82 0.15 64 7.0 18.64 0.15 64 7.0 19.04 0.15 64 7.0 18.85 0.15 64 7.0 20.27 0.15 110 7.0 20.97 0.15 110 7.0 18.0 0.15 89 7.0 18.21 0.15 89 7.0 18.15 0.15 110 7.0 18.35 0.15 110 7.0 19.79 0.15 125 7.0 18.75 0.15 125 7.0 21.31 0.15 80 7.0 20.27 0.15 81 7.0 19.92 0.15 81 7.0 20.17 0.15 81 7.0 20.68 0.15 81 7.0 22.57 0.15 81 7.0 24.85 0.15 50 7.0 25.25 0.15 60 7.0 24.92 0.15 60 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard ALTERNATIVE FIRE PROTECTION Page 5 OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 Node Elevation K- Fact Pt P Flow Density Area Press No. Actual Actual Req. 169 10.0 27.13 na 170 10.0 35.49 na 180 10.0 35.49 na 178 10.0 35.49 na 176 10.0 35.49 na 174 10.0 35.49 na 173 10.0 35.49 na 172 10.0 35.49 na 1TR 10.0 47.34 na 1BR 9.0 51.02 na BR1 9.0 53.49 na T 9.0 63.49 na BR 0.1 67.51 na GA -2.0 68.73 na UNDER 0.0 15.11 na EL 0.0 67.92 na A 0.0 67.94 na 250.0 B 0.0 68.55 na C 0.0 68.78 na D 0.0 69.2 na E 0.0 71.18 na BF1 0.0 72.09 na BF2 0.0 77.44 na CM 0.0 77.73 na The maximum velocity is 27.69 and it occurs in the pipe between nodes 169 and 170 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 6 OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftngs Pe Pv Notes Point Ot Pf!Ft Eqv. Ln. Total Pt Pn K1 22.58 1.101 N 7.0 2.000 16.260 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K31 22.58 0.0852 0.0 14.000 1.193 Vel = 7.61 0.0 22.58 17.020 K Factor = 5.47 K2 22.65 1.101 N 7.0 2.000 16.364 K Factor =5.60 to 150.0 0 5.0 12.000 -0.433 K32 22.65 0.0856 0.0 14.000 1.199 Vel = 7.63 0.0 22.65 17.130 K Factor = 5.47 K3 22.91 1.101 N 7.0 2.000 16.740 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K33 22.91 0.0875 0.0 14.000 1.225 Vel = 7.72 0.0 22.91 17.532 K Factor = 5.47 K4 18.82 1.101 N 7.0 3.000 11.299 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K34 18.82 0.0608 0.0 15.000 0.912 Vel = 6.34 0.0 18.82 11.778 K Factor = 5.48 K5 18.64 1.101 N 7.0 7.000 11.077 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K34 18.64 0.0597 0.0 19.000 1.134 Vel = 6.28 0.0 18.64 11.778 K Factor = 5.43 K6 19.04 1.101 N 7.0 3.000 11.563 K Factor= 5.60 to 150.0 0 5.0 12.000 -0.433 K36 19.04 0.0621 0.0 15.000 0.932 Vel = 6.42 0.0 19.04 12.062 K Factor = 5.48 K7 18.85 1.101 N 7.0 7.000 11.336 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K36 18.85 0.0610 0.0 19.000 1.159 Vel = 6.35 0.0 18.85 12.062 K Factor = 5.43 K8 20.27 1.101 0 5.0 1.000 13.108 K Factor= 5.60 to 150.0 0.0 5.000 -0.433 K38 20.27 0.0698 0.0 6.000 0.419 Vel = 6.83 0.0 20.27 13.094 K Factor = 5.60 K9 20.97 1.101 N 7.0 3.000 14.017 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K39 20.97 0.0743 0.0 15.000 1.114 Vel = 7.07 0.0 20.97 14.698 K Factor = 5.47 K10 18.00 1.101 N 7.0 8.250 10.336 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K40 18.0 0.0560 0.0 20.250 1.134 Vel = 6.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 7 OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 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 18.00 11.037 K Factor = 5.42 K11 18.21 1.101 N 7.0 3.750 10.570 K Factor= 5.60 to 150.0 0 5.0 12.000 -0.433 K40 18.21 0.0571 0.0 15.750 0.900 Vel = 6.14 0.0 18.21 11.037 K Factor = 5.48 K12 18.15 1.101 N 7.0 8.250 10.505 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K42 18.15 0.0568 0.0 20.250 1.151 Vet = 6.12 0.0 18.15 11.223 K Factor = 5.42 K13 18.35 1.101 N 7.0 3.750 10.742 K Factor= 5.60 to 150.0 0 5.0 12.000 -0.433 K42 18.35 0.0580 0.0 15.750 0.914 Vel = 6.18 0.0 18.35 11.223 K Factor = 5.48 K14 19.79 1.101 0 5.0 1.000 12.493 K Factor =5.60 to 150.0 0.0 5.000 -0.433 K44 19.79 0.0668 0.0 6.000 0.401 Vet = 6.67 0.0 19.79 12.461 K Factor = 5.61 K15 18.75 1.101 2N 14.0 12.000 11.210 K Factor= 5.60 to 150.0 0 5.0 19.000 -0.433 K45 18.75 0.0604 0.0 31.000 1.872 Vel = 6.32 0.0 18.75 12.649 K Factor = 5.27 K16 21.31 1.101 0 5.0 1.000 14.480 K Factor =5.60 to 150.0 0.0 5.000 -0.433 K46 21.31 0.0765 0.0 6.000 0.459 Vet = 7.18 0.0 21.31 14.506 K Factor= 5.60 K17 20.27 1.101 N 7.0 1.000 13.102 K Factor= 5.60 to 150.0 0.0 7.000 -0.433 K47 20.27 0.0698 0.0 8.000 0.558 Vel = 6.83 0.0 20.27 13.227 K Factor = 5.57 K18 19.92 1.101 N 7.0 4.000 12.650 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K48 19.92 0.0676 0.0 16.000 1.081 Vet = 6.71 0.0 19.92 13.298 K Factor = 5.46 K19 20.17 1.101 N 7.0 4.000 12.968 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K49 20.17 0.0691 0.0 16.000 1.105 Vel = 6.80 0.0 20.17 13.640 KFactor= 5.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 8 OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Ot Pf/Ft Eqv. Ln. Total Pt Pn K20 20.68 1.101 N 7.0 4.000 13.642 K Factor= 5.60 to 150.0 0 5.0 12.000 -0.433 K50 20.68 0.0724 0.0 16.000 1.159 Vel = 6.97 0.0 20.68 14.368 K Factor = 5.46 K21 22.57 1.101 N 7.0 4.000 16.243 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K51 22.57 0.0851 0.0 16.000 1.362 Vel = 7.61 0.0 22.57 17.172 K Factor = 5.45 K22 24.85 1.101 N 7.0 11.000 19.688 K Factor =5.60 to 150.0 0 5.0 12.000 -0.433 K52 24.85 0.1017 0.0 23.000 2.338 Vel = 8.37 0.0 24.85 21.593 K Factor = 5.35 K23 25.25 1.101 N 7.0 5.000 20.326 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K53 25.25 0.1047 0.0 17.000 1.780 Vel = 8.51 0.0 25.25 21.673 K Factor = 5.42 K24 24.92 1.101 N 7.0 12.330 19.801 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.433 K54 24.92 0.1022 0.0 24.330 2.487 Vel = 8.40 0.0 24.92 21.855 K Factor = 5.33 K31 22.58 1.598 0.0 8.000 17.020 to 150.0 0.0 0.0 0.0 K32 22.58 0.0138 0.0 8.000 0.110 Vel = 3.61 K32 22.65 1.598 0.0 8.000 17.130 to 150.0 0.0 0.0 0.0 K33 45.23 0.0503 0.0 8.000 0.402 Vel = 7.24 K33 22.92 1.598 A 1.0 19.670 17.532 to 150.0 0 8.0 9.000 0.0 163 68.15 0.1071 0.0 28.670 3.071 Vel = 10.90 0.0 68.15 20.603 KFactor= 15.01 K34 37.46 1.598 0.0 8.000 11.778 to 150.0 0.0 0.0 0.0 K36 37.46 0.0355 0.0 8.000 0.284 Vel = 5.99 K36 37.90 1.598 0.0 8.000 12.062 to 150.0 0.0 0.0 0.0 K38 75.36 0.1290 0.0 8.000 1.032 Vel = 12.06 K38 20.27 1.598 0.0 8.000 13.094 to 150.0 0.0 0.0 0.0 K39 95.63 0.2005 0.0 8.000 1.604 Vel = 15.30 K39 20.97 1.598 R 1.0 11.670 14.698 to 150.0 0 8.0 9.000 0.0 165 116.6 0.2893 0.0 20.670 5.979 Vel = 18.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 9 OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C' or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 116.60 20.677 K Factor = 25.64 K40 36.21 1.598 0.0 5.580 11.037 to 150.0 0.0 0.0 0.0 K42 36.21 0.0333 0.0 5.580 0.186 Vel = 5.79 K42 36.50 1.598 0.0 10.250 11.223 to 150.0 0.0 0.0 0.0 K44 72.71 0.1208 0.0 10.250 1.238 Vel = 11.63 K44 19.80 1.598 0.0 1.000 12.461 to 150.0 0.0 0.0 0.0 K45 92.51 0.1880 0.0 1.000 0.188 Vel = 14.80 K45 18.75 1.598 0.0 7.000 12.649 to 150.0 0.0 0.0 0.0 K46 111.26 0.2653 0.0 7.000 1.857 Vel = 17.80 K46 21.31 1.598 0 8.0 11.670 14.506 to 150.0 0.0 8.000 0.0 167 132.57 0.3669 0.0 19.670 7.216 Vel = 21.21 0.0 132.57 21.722 K Factor = 28.44 K47 20.27 1.598 0.0 6.250 13.227 to 150.0 0.0 0.0 0.0 K48 20.27 0.0114 0.0 6.250 0.071 Vel = 3.24 K48 19.92 1.598 0.0 8.500 13.298 to 150.0 0.0 0.0 0.0 K49 40.19 0.0402 0.0 8.500 0.342 Vel = 6.43 K49 20.16 1.598 0.0 8.500 13.640 to 150.0 0.0 0.0 0.0 K50 60.35 0.0856 0.0 8.500 0.728 Vel = 9.65 K50 20.69 1.598 A 1.0 10.000 14.368 to 150.0 0 8.0 9.000 0.0 K51 81.04 0.1476 0.0 19.000 2.804 Vel = 12.96 K51 22.57 1.598 N 9.0 11.700 17.172 to 150.0 R 1.0 18.000 0.0 168 103.61 0.2325 0 8.0 29.700 6.905 Vel = 16.57 0.0 103.61 24.077 K Factor = 21.12 K52 24.85 1.598 R 1.0 3.830 21.593 to 150.0 0.0 1.000 0.0 K53 24.85 0.0166 0.0 4.830 0.080 Vel = 3.98 K53 25.25 1.598 0.0 3.000 21.673 to 150.0 0.0 0.0 0.0 K54 50.1 0.0607 0.0 3.000 0.182 Vel = 8.01 K54 24.91 1.598 4R 4.0 29.250 21.855 to 150.0 0 8.0 12.000 0.0 169 75.01 0.1279 0.0 41.250 5.277 Vel = 12.00 0.0 75.01 27.132 K Factor = 14.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 10 OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 179 0.0 1.394 8R 8.0 92.170 35.488 to 150.0 20 12.0 20.000 0.0 180 0.0 0.0 0.0 112.170 0.0 Vel = 0 0.0 0.0 35.488 K Factor = 0 177 0.0 1.394 hR 11.0 99.000 35.488 to 150.0 N 8.0 37.000 0.0 178 0.0 0.0 30 18.0 136.000 0.0 Vel = 0 0.0 0.0 35.488 K Factor = 0 175 0.0 1.394 1OR 10.0 92.170 35.488 to 150.0 20 12.0 22.000 0.0 176 0.0 0.0 0.0 114.170 0.0 Vel = 0 0.0 0.0 35.488 K Factor = 0 179 0.0 1.394 R 1.0 11.580 35.488 to 150.0 0.0 1.000 0.0 177 0.0 0.0 0.0 12.580 0.0 Vel = 0 177 0.0 1.394 R 1.0 11.170 35.488 to 150.0 0.0 1.000 0.0 175 0.0 0.0 0.0 12.170 0.0 Vel = 0 175 0.0 1.394 0 6.0 6.500 35.488 to 150.0 0.0 6.000 0.0 170 0.0 0.0 0.0 12.500 0.0 Vet = 0 0.0 0.0 35.488 K Factor = 0 181 0.0 1.394 4R 4.0 51.000 35.488 to 150.0 20 12.0 16.000 0.0 182 0.0 0.0 0.0 67.000 0.0 Vel = 0 0.0 0.0 35.488 K Factor = 0 183 0.0 1.394 5R 5.0 51.000 35.488 to 150.0 20 12.0 17.000 0.0 184 0.0 0.0 0.0 68.000 0.0 Vel = 0 0.0 0.0 35.488 K Factor = 0 185 0.0 1.394 6R 6.0 51.000 35.488 to 150.0 20 12.0 18.000 0.0 186 0.0 0.0 0.0 69.000 0.0 Vel = 0 0.0 - 0.0 35.488 K Factor = 0 181 0.0 1.394 0.0 12.750 35.488 to 150.0 0.0 0.0 0.0 183 0.0 0.0 0.0 12.750 0.0 Vet = 0 183 0.0 1.394 0.0 9.500 35.488 to 150.0 0.0 0.0 0.0 185 0.0 0.0 0.0 9.500 0.0 Vet = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 11 OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. .1c.,or Ftngs Pe Pv * Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 185 0.0 1.394 0 6.0 10.170 35.488 to 150.0 0.0 6.000 0.0 173 0.0 0.0 0.0 16.170 0.0 Vel = 0 0.0 0.0 35.488 K Factor = 0 182 0.0 1.394 2R 2.0 12.750 35.488 to 150.0 0.0 2.000 0.0 184 0.0 0.0 0.0 14.750 0.0 Vel = 0 184 0.0 1.394 0.0 9.500 35.488 to 150.0 0.0 0.0 0.0 186 0.0 0.0 0.0 9.500 0.0 Vel = 0 186 0.0 1.394 0 6.0 10.170 35.488 to 150.0 0.0 6.000 0.0 172 0.0 0.0 0.0 16.170 0.0 Vel = 0 0.0 0.0 35.488 K Factor = 0 163 68.15 2.705 0.0 6.000 20.603 to 150.0 0.0 0.0 0.0 164 68.15 0.0082 0.0 6.000 0.049 Vel = 3.80 164 0.0 2.705 0.0 3.000 20.652 to 150.0 0.0 0.0 0.0 165 68.15 0.0083 0.0 3.000 0.025 Vel = 3.80 165 116.60 2.705 0.0 11.000 20.677 to 150.0 0.0 0.0 0.0 166 184.75 0.0523 0.0 11.000 0.575 Vel = 10.31 166 0.0 2.705 0.0 9.000 21.252 to 150.0 0.0 0.0 0.0 167 184.75 0.0522 0.0 9.000 0.470 Vel = 10.31 167 132.56 2.705 0.0 16.580 21.722 to 150.0 0.0 0.0 0.0 168 317.31 0.1420 0.0 16.580 2.355 Vel = 17.71 168 103.61 2.705 0.0 12.750 24.077 to 150.0 0.0 0.0 0.0 169 420.92 0.2396 0.0 12.750 3.055 Vel = 23.50 169 75.02 2.705 0.0 25.750 27.132 to 150.0 0.0 0.0 0.0 170 495.94 0.3245 0.0 25.750 8.356 Vel = 27.69 170 -495.94 2.705 T 28.284 24.080 35.488 to 150.0 0.0 28.284 4.331 171 0.0 0.0 0.0 52.364 0.0 Vel = 0 0.0 0.0 39.819 K Factor =0 180 0.0 2.705 R 2.0 6.500 35.488 to 150.0 0.0 2.000 0.0 178 0.0 0.0 0.0 8.500 0.0 Vel = 0 178 0.0 2.705 3R 6.0 18.080 35.488 to 150.0 0.0 6.000 0.0 176 0.0 0.0 0.0 24.080 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 12 OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C..or Ftng's Pe Pv ******* Notes Point Qt Pf!Ft Eqv. Ln. Total Pf Pn 176 0.0 2.705 2R 4.0 6.500 35.488 to 150.0 0 12.0 16.000 0.0 174 0.0 0.0 0.0 22.500 0.0 Vel = 0 174 0.0 2.705 0.0 1.500 35.488 to 150.0 0.0 0.0 0.0 173 0.0 0.0 0.0 1.500 0.0 Vel = 0 173 0.0 2.705 4R 8.0 51.000 35.488 to 150.0 0.0 8.000 0.0 172 0.0 0.0 0.0 59.000 0.0 Vel = 0 172 0.0 2.705 R 2.0 15.580 35.488 to 150.0 T 28.284 30.284 4.331 171 0.0 0.0 0.0 45.864 0.0 Vel = 0 0.0 0.0 39.819 K Factor = 0 170 495.94 2.705 2E 28.284 8.250 35.488 to 150.0 0.0 28.284 0.0 1TR 495.94 0.3245 0.0 36.534 11.857 Vel = 27.69 1TR 0.0 4.31 B 25.272 8.000 47.345 to 150.0 E 21.06 88.451 0.433 1BR 495.94 0.0336 T 42.119 96.451 3.238 Vel = 10.91 1BR 0.0 4.31 E 13.937 7.000 51.016 to 120.0 T 27.874 41.811 0.0 SRi 495.94 0.0507 0.0 48.811 2.476 VeI= 10.91 BR1 0.0 4.31 SE 69.685 127.420 53.492 to 120.0 0.0 69.685 0.0 TR 495.94 0.0507 0.0 197.105 10.000 Vel = 10.91 TR 0.0 6.357 B 12.573 8.500 63.492 to 120.0 0.0 12.573 3.855 BR 495.94 0.0076 0.0 21.073 0.161 Vel = 5.01 BR 0.0 6.357 1 37.72 3.000 67.508 to 120.0 0.0 37.720 0.910 GA 495.94 0.0076 0.0 40.720 0.310 Vel = 5.01 GA 0.0 8.27 E 21.405 6.000 68.728 to 120.0 0.0 21.405 -0.866 EL 495.94 0.0021 0.0 27.405 0.058 Vel = 2.96 0.0 495.94 67.920 K Factor = 60.18 EL 495.94 7.981 0.0 6.000 67.920 to 120.0 0.0 0.0 0.0 A 495.94 0.0027 0.0 6.000 0.016 Vel = 3.18 A 250.00 7.68 2F 22.555 49.000 67.936 Qa = 250 to 150.0 E 22.555 93.979 0.0 B 745.94 0.0043 G 5.012 142.979 0.612 Vel = 5.17 T 43.857 B 0.0 7.68 F 11.278 43.170 68.548 to 150.0 0.0 11.278 0.0 C 745.94 0.0043 0.0 54.448 0.234 Vel = 5.17 C 0.0 7.68 F 11.278 43.000 68.782 to 150.0 T 43.857 55.135 0.0 D 745.94 0.0043 0.0 98.135 0.420 Vel = 5.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALTERNATIVE FIRE PROTECTION Page 13 OSL-CARLSBAD ASSISTED LIVING KITCHEN AREA 5 Date 9/30/20 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D 0.0 7.68 5F 56.388 310.250 69.202 to 150.0 4E 90.221 151.621 0.0 E 745.94 0.0043 G 5.012 461.871 1.981 Vel = 5.17 E 0.0 7.68 2F 22.555 122.000 71.183 to 150.0 3E 67.666 90.221 0.0 BF1 745.94 0.0043 0.0 212.221 0.909 Vel = 5.17 BF1 0.0 8.27 3E 85.404 16.000 72.092 to 140.0 0.0 85.404 5.000 * * Fixed Loss = 5 BF2 745.94 0.0034 0.0 101.404 0.345 Vel = 4.46 BF2 0.0 7.68 G 5.012 19.000 77.437 to 150.0 1 43.857 48.869 0.0 CM 745.94 0.0043 0.0 67.869 0.291 Vel = 5.17 0.0 745.94 77.728 K Factor = 84.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087