Loading...
HomeMy WebLinkAbout7710 EL CAMINO REAL; ; AS160026; PermitCity of Carlsbad Sprinkler Permit Permit No: AS160026 7710 EL CAMINO Job Address: REAL Permit Type: SPRINK Parcel No: 2161241600 Lot #: 0 Status: ISSUED Applied 2/2/2016 Approved: 2/2/2016 Issued: 2/2/2016 Inspector: EQUINOX TI OF NEW FIRE SPRINKER SYSTEM ENTIRE SYSTEM IS BEING REMOVED AND NEW SYSTEM BEING INSTALLED Reference No.: PC #: Project Title Applicant: UNDERWRITERS FIRE PROTECTION 6307 MT. RIPLEY DR CYPRESS, CA 90630 Owner: EXCEL G I V LA COSTA OWNER L L C C/O TAX DEPT 17140 BERNARDO CENTER DR #300 SAN DIEGO CA Fees ($) ees ($) l ($) Balance ($) 663 Ell F !6163 0 UNDERWRITERS FIRE PROTECTION> 6307 MT. RIPLEY DRIVE> CYPRESS, CA 90630 HYDRAULIC CALCULATIONS FOR EQUINOX 7710 EL CAMINO REAL CARLSBAD, CA 92009 DRAWING NUMBER: FP-2 DATE: 1/20/2016 -DESIGN DATA- REMOTE AREA NUMBER: 1 REMOTE AREA CALC AREA 1 OCCUPANCY CLASSIFICATION: ORDINARY GROUP 1 DENSITY: .15/1500 gpm/sq. ft. AREA OF APPLICATION: 1668 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. TYPE OF SPRINKLERS CALCULATED: SSU 5.6 Q.R. BRASS NUMBER OF SPRINKLERS CALCULATED: 12 HOSE-STREAM DEMAND: 250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 487.7 gpm FLOW AND PRESSURE (AT BASE OF RISER): 237.7 gpm @ 37.3 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: HYDRANT Test Date: 12/15/15 Test By: OLIVENHAIN WATER Location: 7710 EL CAMINO REAL Static: 149 psi Residual: 144 psi Flow: 1630 gpm Source Elevation Relative to Finished Floor Level: 3 ft. INSTALLING CONTRACTOR Name: UNDERWRITERS FIRE PROTECTION Address: 6307 ,MT. RIPLEY DRIVE Phone; 714-761-1212 Certification number: C-16 824165 NAME OF DESIGNER: SCOTT CHOWNING AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. Calculations performed by HASS under license # 50091135 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) ASttm44 E 0 (D (v-) Al SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB -TITLE ': EQUINOX CALC #1 0 0 • 0 0 0 0 (N • • • 0 w 0 • aD 10 (N C) M(f)U)M —QU).H-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOE TITLE: EQUINOX CALC Ii NFPA 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) SOURCE 134.0 129.0 1630.0 133.5 487.7 46.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 487.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 237.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 19.0 - - - - 15.2 - - - 2 19.0 K= 5.42 13.5 19.9 3 19.0 K= 5.42 13.1 19.6 4 19.0 K= 5.42 13.2 19.7 5 19.0 K= 5.42 13.9 20.2 6 19.0 - - - - 16.3 - - - 7 19.0 - - - 15.2 - - - 8 19.0 K= 5.42 13.5 19.9 9 19.0 K= 5.42 13.2 19.7 10 19.0 K= 5.42 13.2 19.7 ii 19.0 K= 5.42 13.9 20.2 12 19.0 - - - - 16.3 - - - 13 19.0 - - - - 15.2 - - - 14 19.0 K= 5.42 13.4 19.8 15 19.0 K= 5.42 12.9 19.5 16 19.0 K= 5.42 13.0 19.5 17 19.0 K= 5.42 13.6 20.0 18 19.0 - - - - 15.8 - - - Ni 18.0 - - - - 20.7 - - - NiA 19.0 - - - - 19.5 - - - N2 18.0 - - - - 20.7 - - - N2A 19.0 - - - - 19.5 - - - N3 18.0 - - - - 20.9 - - - N3A 19.0 - - - - 19.7 - - - N4 18.0 - - - - 21.2 - - - N4A 19.0 - - - - 20.8 - - - N5 18.0 - - - - 21.6 - - - N5A 20.0 - - - - 20.8 - - - N6 18.0 - - - - 21.8 - - - N6A 20.0 - - - - 21.1 - - - N7 18.0 - - - - 22.1 - - - N7A 20.0 - - - - 21.3 - - - N8 18.0 - - - - 22.2 - - - N8A 20.0 - - - - 21.4 - - - NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC i.SDF JOB TITLE: EQUINOX CALC #1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) N9 18.0 - - - - 22.4 - - - N9A 20.0 - - - - 21.6 - - - N10 18.0 - - - - 22.5 - - - NbA 20.0 - - - - 21.7 - - - Nil 18.0 - - - - 22.6 - - - N11A 20.0 - - - - 21.8 - - - N12 18.0 - - - - 22.6 - - - N12A 20.0 - - - - 21.8 - - - N13 18.0 - - - - 22.6 - - - N13A 20.0 - - - - 21.9 - - - N14 18.0 - - - - 22.6 - - - N14A 20.0 - - - - 22.0 - - - Mi 18.0 - - - - 23.0 - - - M1A 19.0 - - - - 21.6 - - - M2 18.0 - - - - 23.1 - - - M2A 19.0 - - - - 21.6 - - - M3 18.0 - - - - 23.1 - - - M3A 19.0 - - - - 21.7 - - - M4 18.0 - - - - 23.3 - - - M4A 19.0 - - - - 22.9 - - - M5 18.0 - - - - 23.4 - - - M5A 20.0 - - - - 22.4 - - - M6 18.0 - - - - 23.4 - - - M6A 20.0 - - - - 22.4 - - - M7 18.0 - - - - 23.5 - - - M7A 20.0 - - - - 22.5 - - - M8 18.0 - - - - 23.5 - - - M8A 20.0 - - - - 22.6 - - - M9 18.0 - - - - 23.6 - - - M9A 20.0 - - - - 22.7 - - - mio 18.0 - - - - 23.7 - - - MbA 20.0 - - - - 22.8 - - - Mil 18.0 - - - - 23.8 - - - MbbA 20.0 - - - - 22.8 - - - M12 18.0 - - - - 24.1 - - - M12A 20.0 - - - - 23.2 - - - M13 18.0 - - - - 24.6 - - - M13A 20.0 - - - - 23.6 - - - M14 18.0 - - - - 25.8 - - - M15 18.0 - - - - 25.8 - - - M15A 20.0 - - - - 24.8 - - - TOR 18.0 - - - - 28.4 - - - BOR 1.0 - - - - 37.3 - - - Ui -3.0 - - - - 39.2 - - - El 3.0 - - - - 43.8 - - - B2 3.0 - - - - 36.8 - - - SOURCE -3.0 SOURCE 46.5 237.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB TITLE: EQUINOX CALC #1 NFPA PIPE DATA Pipe Tag K-fac Add El Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 5.42 19.9 Disch 12.50 120 1.7 1 19.0 15.2 16.2 3 1.250 T: 8.0 8.00 0.0 2 19.0 13.5 36.1 1.442 20.50 0.082 1.7 Pipe: 2 5.42 19.6 Disch 12.50 120 0.4 2 19.0 13.5 -3.5 4 1.250 T: 8.0 8.00 0.0 3 19.0 13.1 16.2 1.442 20.50 0.019 0.4 Pipe: 3 5.42 19.6 Disch 12.50 120 0.0 4 19.0 13.2 -16.2 2 1.250 T: 8.0 8.00 0.0 3 19.0 13.1 3.5 1.442 20.50 0.001 0.0 Pipe: 4 5.42 19.7 Disch 12.50 120 0.7 5 19.0 13.9 3.5 3 1.250 T: 8.0 8.00 0.0 4 19.0 13.2 23.1 1.442 20.50 0.036 0.7 Pipe: 5 5.42 20.2 Disch 12.50 120 2.4 6 19.0 16.3 23.1 4 1.250 T: 8.0 8.00 0.0 5 19.0 13.9 43.3 1.442 20.50 0.115 2.4 Pipe: 5A 5.42 19.9 Disch 12.50 120 1.7 7 19.0 15.2 16.2 9 1.250 T: 8.0 8.00 0.0 8 19.0 13.5 36.2 1.442 20.50 0.083 1.7 Pipe: 5B 5.42 19.7 Disch 12.50 120 0.4 8 19.0 13.5 -3.4 10 1.250 T: 8.0 8.00 0.0 9 19.0 13.2 16.2 1.442 20.50 0.019 0.4 Pipe: 6 5.42 19.7 Disch 12.50 120 0.0 10 19.0 13.2 -16.2 8 1.250 T: 8.0 8.00 0.0 9 19.0 13.2 3.4 1.442 20.50 0.001 0.0 Pipe: 7 5.42 19.7 Disch 12.50 120 0.7 11 19.0 13.9 3.4 9 1.250 T: 8.0 8.00 0.0 10 19.0 13.2 23.1 1.442 20.50 0.036 0.7 Pipe: 8 5.42 20.2 Disch 12.50 120 2.4 12 19.0 16.3 23.1 10 1.250 T: 8.0 8.00 0.0 11 19.0 13.9 43.3 1.442 20.50 0.115 2.4 Pipe: 9 5.42 19.8 Disch 12.50 120 1.8 13 19.0 15.2 17.3 15 1.250 T: 8.0 8.00 0.0 14 19.0 13.4 37.1 1.442 20.50 0.087 1.8 Pipe: 10 5.42 19.5 Disch 12.50 120 0.4 14 19.0 13.4 -2.2 16 1.250 T: 8.0 8.00 0.0 15 19.0 12.9 17.3 1.442 20.50 0.021 0.4 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOE TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: bA 5.42 19.5 Disch 12.50 120 0.0 16 19.0 13.0 -17.3 14 1.250 T: 8.0 8.00 0.0 15 19.0 12.9 2.2 1.442 20.50 0.000 0.0 Pipe: lOB 5.42 19.5 Disch 12.50 120 0.7 17 19.0 13.6 2.2 15 1.250 T: 8.0 8.00 0.0 16 19.0 13.0 21.7 1.442 20.50 0.032 0.7 Pipe: 11 5.42 20.0 Disch 12.50 120 2.2 18 19.0 15.8 21.7 16 1.250 T: 8.0 8.00 0.0 17 19.0 13.6 41.7 1.442 20.50 0.108 2.2 Pipe: 23 0.0 0.0 48.00 120 4.3 N1A 19.0 19.5 36.1 2 1.250 E: 4.0 4.00 0.0 1 19.0 15.2 36.1 1.442 52.00 0.082 4.3 Pipe: 24 0.0 0.0 34.00 120 5.3 M1A 19.0 21.6 43.3 5 1.250 E: 4.0 12.00 0.0 6 19.0 16.3 43.3 1.442 T: 8.0 46.00 0.115 5.3 Pipe: 25 0.0 0.0 48.00 120 4.3 N2A 19.0 19.5 36.2 8 1.250 E: 4.0 4.00 0.0 7 19.0 15.2 36.2 1.442 52.00 0.083 4.3 Pipe: 26 0.0 0.0 34.00 120 5.3 M2A 19.0 21.6 43.3 11 1.250 E: 4.0 12.00 0.0 12 19.0 16.3 43.3 1.442 T: 8.0 46.00 0.115 5.3 Pipe: 27 0.0 0.0 48.00 120 4.5 N3A 19.0 19.7 37.1 14 1.250 E: 4.0 4.00 0.0 13 19.0 15.2 37.1 1.442 52.00 0.087 4.5 Pipe: 28 0.0 0.0 35.00 120 5.9 M3A 19.0 21.7 41.7 17 1.250 3E:12.0 20.00 0.0 18 19.0 15.8 41.7 1.442 T: 8.0 55.00 0.108 5.9 Pipe: 29 0.0 0.0 144.00 120 1.6 NSA 20.0 22.4 11.8 N5 1.250 2E: 8.0 8.00 0.0 N5A 20.0 20.8 11.8 1.442 152.00 0.010 1.6 Pipe: 30 0.0 0.0 144.00 120 1.4 M6A 20.0 22.4 11.0 N6 1.250 2E: 8.0 8.00 0.0 N6A 20.0 21.1 11.0 1.442 152.00 0.009 1.4 Pipe: 31 0.0 0.0 149.00 120 1.3 M7A 20.0 22.5 9.7 N7 1.250 6E:24.0 24.00 0.0 N7A 20.0 21.3 9.7 1.442 173.00 0.007 1.3 Pipe: 32 0.0 0.0 149.00 120 1.2 M8A 20.0 22.6 9.3 N8 1.250 6E:24.0 24.00 0.0 N8A 20.0 21.4 9.3 1.442 173.00 0.007 1.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/21/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC i.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 33 0.0 0.0 144.00 120 1.1 M9A 20.0 22.7 9.7 N9 1.250 2E: 8.0 8.00 0.0 N9A 20.0 21.6 9.7 1.442 152.00 0.007 1.1 Pipe: 34 0.0 0.0 144.00 120 1.1 MbA 20.0 22.8 9.6 N10 1.250 2E: 8.0 8.00 0.0 NbA 20.0 21.7 9.6 1.442 152.00 0.007 1.1 Pipe: 35 0.0 0.0 144.50 120 1.1 M11A 20.0 22.8 9.3 Nil 1.250 4E:16.0 16.00 0.0 N11A 20.0 21.8 9.3 1.442 160.50 0.007 1.1 Pipe: 36 0.0 0.0 144.50 120 1.3 M12A 20.0 23.2 10.5 N12 1.250 4E:16.0 16.00 0.0 N12A 20.0 21.8 10.5 1.442 160.50 0.008 1.3 Pipe: 36A 0.0 0.0 144.00 120 1.7 M13A 20.0 23.6 12.3 N13 1.250 2E: 8.0 8.00 0.0 N13A 20.0 21.9 12.3 1.442 152.00 0.011 1.7 Pipe: 36B 0.0 0.0 144.00 120 2.8 M15A 20.0 24.8 16.1 N14 1.250 2E: 8.0 8.00 0.0 N14A 20.0 22.0 16.1 1.442 152.00 0.019 2.8 Pipe: 39 0.0 0.0 1.00 120 1.2 Ni 18.0 20.7 36.1 1 1.250 T: 8.0 8.00 -0.4 N1A 19.0 19.5 36.1 1.442 9.00 0.082 0.7 Pipe: 40 0.0 0.0 1.00 120 1.2 N2 18.0 20.7 36.2 7 1.250 T: 8.0 8.00 -0.4 N2A 19.0 19.5 36.2 1.442 9.00 0.083 0.7 Pipe: 41 0.0 0.0 1.00 120 1.2 N3 18.0 20.9 37.1 13 1.250 T: 8.0 8.00 -0.4 N3A 19.0 19.7 37.1 1.442 9.00 0.087 0.8 Pipe: 42 0.0 0.0 1.00 120 0.4 N4 18.0 21.2 0.0 1.250 T: 8.0 8.00 -0.4 N4A 19.0 20.8 0.0 1.442 9.00 0.000 0.0 Pipe: 43 0.0 109.4 N4 2.00 120 0.8 NSA 20.0 20.8 -97.6 N6 1.250 T: 8.0 8.00 0.9 NS 18.0 21.6 11.8 1.442 10.00 0.010 0.1 Pipe: 44 0.0 97.6 NS 2.00 120 0.8 N6A 20.0 21.1 -86.6 N7 1.250 T: 8.0 8.00 0.9 N6 18.0 21.8 11.0 1.442 10.00 0.009 0.1 Pipe: 45 0.0 86.6 N6 2.00 120 0.8 N7A 20.0 21.3 -76.9 N8 1.250 T: 8.0 8.00 0.9 N7 18.0 22.1 9.7 1.442 10.00 0.007 0.1 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC i.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 46 0.0 76.9 N7 2.00 120 0.8 NSA 20.0 21.4 -67.5 N9 1.250 T: 8.0 8.00 0.9 N8 18.0 22.2 9.3 1.442 10.00 0.007 0.1 Pipe: 47 0.0 67.5 N8 2.00 120 0.8 N9A 20.0 21.6 -57.9 N10 1.250 T: 8.0 8.00 0.9 N9 18.0 22.4 9.7 1.442 10.00 0.007 0.1 Pipe: 48 0.0 57.9 N9 2.00 120 0.8 NbA 20.0 21.7 -48.3 Nil 1.250 T: 8.0 8.00 0.9 N10 18.0 22.5 9.6 1.442 10.00 0.007 0.1 Pipe: 49 0.0 48.3 N10 2.00 120 0.8 N11A 20.0 21.8 -39.0 N12 1.250 T: 8.0 8.00 0.9 Nil 18.0 22.6 9.3 1.442 10.00 0.007 0.1 Pipe: 50 0.0 39.0 Nil 2.00 120 0.8 N12A 20.0 21.8 -28.5 N13 1.250 T: 8.0 8.00 0.9 N12 18.0 22.6 10.5 1.442 10.00 0.008 0.1 Pipe: 51 0.0 28.5 N12 2.00 120 0.8 N13A 20.0 21.9 -16.1 N14 1.250 T: 8.0 8.00 0.9 N13 18.0 22.6 12.3 1.442 10.00 0.011 0.1 Pipe: 52 0.0 0.0 2.00 120 0.7 N14A 20.0 22.0 16.1 N13 1.250 T: 8.0 8.00 0.9 N14 18.0 22.6 16.1 1.442 10.00 0.019 0.2 Pipe: 53 0.0 0.0 1.00 120 1.5 Ml 18.0 23.0 43.3 6 1.250 T: 8.0 8.00 -0.4 MbA 19.0 21.6 43.3 1.442 9.00 0.115 1.0 Pipe: 54 0.0 0.0 1.00 120 1.5 M2 18.0 23.1 43.3 12 1.250 T: 8.0 8.00 -0.4 M2A 19.0 21.6 43.3 1.442 9.00 0.115 1.0 Pipe: 55 0.0 0.0 1.00 120 1.4 M3 18.0 23.1 41.7 18 1.250 T: 8.0 8.00 -0.4 M3A 19.0 21.7 41.7 1.442 9.00 0.108 1.0 Pipe: 56 0.0 0.0 1.00 120 0.4 M4 18.0 23.3 0.0 1.250 T: 8.0 8.00 -0.4 M4A 19.0 22.9 0.0 1.442 9.00 0.000 0.0 Pipe: 57 0.0 0.0 2.00 120 1.0 M5 18.0 23.4 11.8 N5A 1.250 T: 8.0 8.00 -0.9 M5A 20.0 22.4 11.8 1.442 10.00 0.010 0.1 Pipe: 58 0.0 0.0 2.00 120 1.0 M6 18.0 23.4 11.0 N6A 1.250 T: 8.0 8.00 -0.9 M6A 20.0 22.4 11.0 1.442 10.00 0.009 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC l.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add El Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 59 0.0 0.0 2.00 120 0.9 M7 18.0 23.5 9.7 N7A 1.250 T: 8.0 8.00 -0.9 M7A 20.0 22.5 9.7 1.442 10.00 0.007 0.1 Pipe: 60 0.0 0.0 2.00 120 0.9 M8 18.0 23.5 9.3 N8A 1.250 T: 8.0 8.00 -0.9 M8A 20.0 22.6 9.3 1.442 10.00 0.007 0.1 Pipe: 61 0.0 0.0 2.00 120 0.9 M9 18.0 23.6 9.7 N9A 1.250 T: 8.0 8.00 -0.9 M9A 20.0 22.7 9.7 1.442 10.00 0.007 0.1 Pipe: 62 0.0 0.0 2.00 120 0.9 M10 18.0 23.7 9.6 NbA 1.250 T: 8.0 8.00 -0.9 MbA 20.0 22.8 9.6 1.442 10.00 0.007 0.1 Pipe: 63 0.0 0.0 2.00 120 0.9 Mil 18.0 23.8 9.3 N11A 1.250 T: 8.0 8.00 -0.9 M11A 20.0 22.8 9.3 1.442 10.00 0.007 0.1 Pipe: 64 0.0 0.0 2.00 120 1.0 M12 18.0 24.1 10.5 N12A 1.250 T: 8.0 8.00 -0.9 M12A 20.0 23.2 10.5 1.442 10.00 0.008 0.1 Pipe: 65 0.0 0.0 2.00 120 1.0 M13 18.0 24.6 12.3 N13A 1.250 T: 8.0 8.00 -0.9 M13A 20.0 23.6 12.3 1.442 10.00 0.011 0.1 Pipe: 66 0.0 0.0 2.00 120 1.1 M15 18.0 25.8 16.1 N14A 1.250 T: 8.0 8.00 -0.9 M15A 20.0 24.8 16.1 1.442 10.00 0.019 0.2 Pipe: 67 0.0 0.0 9.50 120 0.0 N2 18.0 20.7 36.1 NbA 2.500 ---- 0.00 0.0 Ni 18.0 20.7 36.1 2.635 9.50 0.004 0.0 Pipe: 68 0.0 36.1 Ni 10.33 120 0.2 N3 18.0 20.9 36.2 N2A 2.500 ---- 0.00 0.0 N2 18.0 20.7 72.3 2.635 10.33 0.016 0.2 Pipe: 69 0.0 72.3 N2 10.33 120 0.4 N4 18.0 21.2 37.1 N3A 2.500 ---- 0.00 0.0 N3 18.0 20.9 109.4 2.635 10.33 0.034 0.4 Pipe: 70 0.0 109.4 N3 10.00 120 0.3 N5 18.0 21.6 0.0 N4A 2.500 ---- 0.00 0.0 N4 18.0 21.2 109.4 2.635 10.00 0.034 0.3 Pipe: 71 0.0 109.4 N4 10.00 120 0.3 N6 18.0 21.8 -11.8 N5A 2.500 ---- 0.00 0.0 N5 18.0 21.6 97.6 2.635 10.00 0.028 0.3 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOE TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pt/ft. (Pf) Pipe: 72 0.0 97.6 N5 10.00 120 0.2 N7 18.0 22.1 -11.0 N6A 2.500 ---- 0.00 0.0 N6 18.0 21.8 86.6 2.635 10.00 0.022 0.2 Pipe: 73 0.0 86.6 N6 10.00 120 0.2 N8 18.0 22.2 -9.7 N7A 2.500 ---- 0.00 0.0 N7 18.0 22.1 76.9 2.635 10.00 0.018 0.2 Pipe: 74 0.0 76.9 N7 9.75 120 0.1 N9 18.0 22.4 -9.3 N8A 2.500 ---- 0.00 0.0 N8 18.0 22.2 67.5 2.635 9.75 0.014 0.1 Pipe: 75 0.0 67.5 N8 10.00 120 0.1 N10 18.0 22.5 -9.7 N9A 2.500 ---- 0.00 0.0 N9 18.0 22.4 57.9 2.635 10.00 0.010 0.1 Pipe: 76 0.0 57.9 N9 10.00 120 0.1 Nil 18.0 22.6 -9.6 NbA 2.500 ---- 0.00 0.0 N10 18.0 22.5 48.3 2.635 10.00 0.007 0.1 Pipe: 77 0.0 48.3 N10 10.00 120 0.1 N12 18.0 22.6 -9.3 NbbA 2.500 ---- 0.00 0.0 Nil 18.0 22.6 39.0 2.635 10.00 0.005 0.1 Pipe: 78 0.0 39.0 Nil 10.00 120 0.0 N13 18.0 22.6 -10.5 N12A 2.500 ---- 0.00 0.0 N12 18.0 22.6 28.5 2.635 10.00 0.003 0.0 Pipe: 79 0.0 28.5 N12 10.00 120 0.0 N14 18.0 22.6 -12.3 N13A 2.500 ---- 0.00 0.0 N13 18.0 22.6 16.1 2.635 10.00 0.001 0.0 Pipe: 80 0.0 0.0 9.50 120 0.0 M2 18.0 23.1 43.3 MbA 3.000 ---- 0.00 0.0 Ml 18.0 23.0 43.3 3.260 9.50 0.002 0.0 Pipe: 81 0.0 43.3 Mb 11.50 120 0.1 M3 18.0 23.1 43.3 M2A 3.000 ---- 0.00 0.0 M2 18.0 23.1 86.6 3.260 11.50 0.008 0.1 Pipe: 82 0.0 86.6 M2 10.30 120 0.2 M4 18.0 23.3 41.7 M3A 3.000 ---- 0.00 0.0 M3 18.0 23.1 128.4 3.260 10.30 0.016 0.2 Pipe: 83 0.0 128.4 M3 9.00 120 0.0 M5 18.0 23.4 0.0 M4A 4.000 ---- 0.00 0.0 M4 18.0 23.3 128.4 4.260 9.00 0.004 0.0 Pipe: 84 0.0 128.4 M4 10.00 120 0.1 M6 18.0 23.4 11.8 NSA 4.000 ---- 0.00 0.0 M5 18.0 23.4 140.2 4.260 10.00 0.005 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page ii DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB 'TITLE: EQUINOX CALC 11 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 85 0.0 140.2 M5 10.00 120 0.1 M7 18.0 23.5 11.0 M6A 4.000 ---- 0.00 0.0 N6 18.0 23.4 151.1 4.260 10.00 0.006 0.1 Pipe: 86 0.0 151.1 M6 10.00 120 0.1 M8 18.0 23.5 9.7 M7A 4.000 ---- 0.00 0.0 N7 18.0 23.5 160.9 4.260 10.00 0.007 0.1 Pipe: 87 0.0 160.9 M7 10.00 120 0.1 M9 18.0 23.6 9.3 M8A 4.000 ---- 0.00 0.0 M8 18.0 23.5 170.2 4.260 10.00 0.007 0.1 Pipe: 88 0.0 170.2 M8 10.00 120 0.1 M10 18.0 23.7 9.7 M9A 4.000 ---- 0.00 0.0 M9 18.0 23.6 179.9 4.260 10.00 0.008 0.1 Pipe: 89 0.0 179.9 M9 9.00 120 0.1 Mil 18.0 23.8 9.6 MbA 4.000 ---- 0.00 0.0 M10 18.0 23.7 189.4 4.260 9.00 0.009 0.1 Pipe: 90 0.0 189.4 M10 9.50 120 0.3 M12 18.0 24.1 9.3 M11A 3.000 ---- 0.00 0.0 Mil 18.0 23.8 198.8 3.260 9.50 0.036 0.3 Pipe: 91 0.0 198.8 Mll 11.50 120 0.5 M13 18.0 24.6 10.5 M12A 3.000 ---- 0.00 0.0 M12 18.0 24.1 209.3 3.260 11.50 0.040 0.5 Pipe: 92 0.0 209.3 M12 8.33 120 1.3 M14 18.0 25.8 12.3 M13A 3.000 T:20.0 20.00 0.0 M13 18.0 24.6 221.6 3.260 28.33 0.045 1.3 Pipe: 93 0.0 0.0 1.75 120 0.0 M14 18.0 25.8 16.1 M15A 3.000 T:20.0 20.00 0.0 M15 18.0 25.8 16.1 3.260 21.75 0.000 0.0 Pipe: 94 0.0 16.1 M15 40.50 120 2.6 TOR 18.0 28.4 221.6 M13 3.000 E:10.0 10.00 0.0 M14 18.0 25.8 237.7 3.260 50.50 0.051 2.6 Pipe: 95 0.0 0.0 17.00 120 8.9 BOR 1.0 37.3 237.7 M14 3.000 B:14.0 14.00 -7.4 TOR 18.0 28.4 237.7 3.260 31.00 0.051 1.6 Pipe: 96 0.0 0.0 16.00 140 1.9 Ui -3.0 39.2 237.7 TOR D6.000 4E:88.0 88.00 -1.7 BOR 1.0 37.3 237.7 6.280 104.00 0.002 0.2 Pipe: 97 0.0 0.0 40.00 140 2.5 32 3.0 36.8 237.7 BOR D6.000 2E:44.0 44.00 2.6 Ui -3.0 39.2 237.7 6.280 84.00 0.002 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC i.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 98 0.0 Fixed Pressure Loss Device Bi 3.0 43.8 237.7 Ui 7.0 psi, 237.7 gpm B2 3.0 36.8 237.7 Pipe: 99 Source 0.0 40.00 140 2.7 SOURCE -3.0 46.5 237.7 32 D6.000 2E:44.0 49.00 -2.6 Bi 3.0 43.8 237.7 6.280 G: 5.0 89.00 0.002 0.1 NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 50091135 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 0.002 gpm and a maximum imbalance at any node of 0.128 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 9.1 ft/sec at pipe 94. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SOURCE under full flow conditions is 132.86 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.442 4.00 8.00 3.00 9.00 8.00 1.00 12.00 12.00 8.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB ITLE: EQUINOX CALC 11 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS C:\PROGRAM FILES\HRS SYSTEMS\HASS\EQUINOX CALC l.SDF JOE TITLE: EQUINOX CALC #1 Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor ----------------------------------------------------------------------- 1 thru 18 5.60 7.00 1.049 1.50 T 6.50 120.00 5.42 UNDERWRITERS FIRE PROTECTION> 6307 MT. RIPLEY DRIVE> CYPRESS, CA 90630 HYDRAULIC CALCULATIONS FOR EQUINOX 7710 EL CAMINO REAL CARLSBAD CA 92009 PROOF CALC 1 DRAWING NUMBER: FP-2 DATE: 1/20/2016 -DESIGN DATA- REMOTE AREA NUMBER: 1 REMOTE AREA CALC AREA 1 OCCUPANCY CLASSIFICATION: ORDINARY GROUP 1 DENSITY: .15/1500 gpm/sq. ft. AREA OF APPLICATION: 1668 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. TYPE OF SPRINKLERS CALCULATED: SSU 5.6 Q.R. BRASS NUMBER OF SPRINKLERS CALCULATED: 12 HOSE-STREAM DEMAND: 250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 518.2 gpm FLOW AND PRESSURE (AT BASE OF RISER): 268.2 gpm 8 43.9 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: HYDRANT Test Date: 12/15/15 Test By: OLIVENHAIN WATER Location: 7710 EL CAI'4INO REAL Static: 149 psi Residual: 144 psi Flow: 1630 gpm Source Elevation Relative to Finished Floor Level: 3 ft. INSTALLING CONTRACTOR Name: UNDERWRITERS FIRE PROTECTION Address: 6307 ,MT. RIPLEY DRIVE Phone; 714-761-1212 Certification number: C-16 824165 NAME OF DESIGNER: SCOTT CHOWNING AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. Calculations performed by HASS under license 1 50091135 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) 112.0 G A U G E P R E S S U R E 56.0 WATER SUPPLY ANALYSIS Static: 134.00 psi Resid: 129.00 psi Flow: 1630.0 gpm 140.0 p S i -14.7 )0 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB IITLE: EQUINOX CALC #1 NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. 8 DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) SOURCE 134.0 129.0 1630.0 133.4 518.2 PRESS. (PSI) 51.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 518.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 268.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 19.0 K= 5.42 14.0 20.2 2 19.0 K= 5.42 13.0 19.6 3 19.0 K= 5.42 12.9 19.5 4 19.0 K= 5.42 13.2 19.7 5 19.0 - - - - 14.6 - - - 6 19.0 K= 5.42 16.0 21.7 7 19.0 K= 5.42 15.3 21.2 8 19.0 K= 5.42 14.7 20.8 9 19.0 K= 5.42 14.7 20.8 10 19.0 K= 5.42 15.3 21.2 11 19.0 - - - - 17.5 - - - 12 19.0 - - - - 19.7 - - - 13 19.0 K= 5.42 15.3 21.2 14 19.0 K= 5.42 14.6 20.7 15 19.0 K= 5.42 14.6 20.7 16 19.0 K= 5.42 15.1 21.1 17 19.0 - - - - 17.2 - - - 18 19.0 - - - - 19.2 - - - Ni 18.0 - - - - 22.4 - - - N1A 19.0 - - - - 20.8 - - - N2 18.0 - - - - 22.5 - - - N2A 19.0 - - - - 21.1 - - - N3 18.0 - - - - 22.7 - - - N3A 19.0 - - - - 21.3 - - - N4 18.0 - - - - 23.2 - - - N4A 19.0 - - - - 22.8 - - - N5 18.0 - - - - 23.7 - - - N5A 20.0 - - - - 23.0 - - - N6 18.0 - - - - 24.1 - - - N6A 20.0 - - - - 23.4 - - - N7 18.0 - - - - 24.4 - - - N7A 20.0 - - - - 23.7 - - - N8 18.0 - - - - 24.7 - - - N8A 20.0 - - - - 23.9 - - - NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/21/2016 C:\PROGRAIv1 FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB TITLE: EQUINOX CALC #1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (PT) (PSI) (GPM) N9 18.0 - - - - 24.8 - - - N9A 20.0 - - - - 24.1 - - - N10 18.0 - - - - 25.0 - - - NbA 20.0 - - - - 24.2 - - - Nil 18.0 - - - - 25.1 - - - N11A 20.0 - - - - 24.3 - - - N12 18.0 - - - - 25.2 - - - N12A 20.0 - - - - 24.4 - - - N13 18.0 - - - - 25.2 - - - N13A 20.0 - - - - 24.5 - - - N14 18.0 - - - - 25.2 - - - N14A 20.0 - - - - 24.6 - - - Mi 18.0 - - - - 26.0 - - - MbA 19.0 - - - - 24.0 - - - M2 18.0 - - - - 26.0 - - - M2A 19.0 - - - - 24.6 - - - M3 18.0 - - - - 26.1 - - - M3A 19.0 - - - - 24.8 - - - M4 18.0 - - - - 26.3 - - - M4A 19.0 - - - - 25.9 - - - M5 18.0 - - - - 26.4 - - - M5A 20.0 - - - - 25.3 - - - M6 18.0 - - - - 26.4 - - - M6A 20.0 - - - - 25.4 - - - M7 18.0 - - - - 26.5 - - - M7A 20.0 - - - - 25.5 - - - M8 18.0 - - - - 26.6 - - - M8A 20.0 - - - - 25.6 - - - M9 18.0 - - - - 26.6 - - - M9A 20.0 - - - - 25.7 - - - mio 18.0 - - - - 26.7 - - - MbA 20.0 - - - - 25.8 - - - Mil 18.0 - - - - 26.8 - - - M11A 20.0 - - - - 25.9 - - - M12 18.0 - - - - 27.3 - - - M12A 20.0 - - - - 26.3 - - - M13 18.0 - - - - 27.8 - - - M13A 20.0 - - - - 26.8 - - - M14 18.0 - - - - 29.4 - - - M15 18.0 - - - - 29.4 - - - M15A 20.0 - - - - 28.3 - - - TOR 18.0 - - - - 32.6 - - - BOP. 1.0 - - - - 41.9 - - - Ui -3.0 - - - - 43.9 - - - Hi 3.0 - - - - 48.4 - - - B2 3.0 - - - - 41.4 - - - SOURCE -3.0 SOURCE 51.2 268.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB TITLE: EQUINOX CALC #1 NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 5.42 19.6 Disch 12.50 120 0.9 1 19.0 14.0 6.7 3 1.250 T: 8.0 8.00 0.0 2 19.0 13.0 26.3 1.442 20.50 0.046 0.9 Pipe: 2 5.42 19.5 Disch 12.50 120 0.1 2 19.0 13.0 -12.8 4 1.250 T: 8.0 8.00 0.0 3 19.0 12.9 6.7 1.442 20.50 0.004 0.1 Pipe: 3 5.42 19.5 Disch 12.50 120 0.2 4 19.0 13.2 -6.7 2 1.250 T: 8.0 8.00 0.0 3 19.0 12.9 12.8 1.442 20.50 0.012 0.2 Pipe: 4 5.42 19.7 Disch 12.50 120 1.4 5 19.0 14.6 12.8 3 1.250 T: 8.0 8.00 0.0 4 19.0 13.2 32.5 1.442 20.50 0.068 1.4 Pipe: 5 0.0 0.0 12.50 120 1.4 6 19.0 16.0 32.5 4 1.250 T: 8.0 8.00 0.0 5 19.0 14.6 32.5 1.442 20.50 0.068 1.4 Pipe: 5A 5.42 20.8 Disch 12.50 120 0.6 7 19.0 15.3 0.3 9 1.250 T: 8.0 8.00 0.0 8 19.0 14.7 21.1 1.442 20.50 0.031 0.6 Pipe: 5B 5.42 20.8 Disch 12.50 120 0.0 8 19.0 14.7 -20.4 10 1.250 T: 8.0 8.00 0.0 9 19.0 14.7 0.3 1.442 20.50 0.000 0.0 Pipe: 6 5.42 20.8 Disch 12.50 120 0.6 10 19.0 15.3 -0.3 8 1.250 T: 8.0 8.00 0.0 9 19.0 14.7 20.4 1.442 20.50 0.029 0.6 Pipe: 7 5.42 21.2 Disch 12.50 120 2.2 11 19.0 17.5 20.4 9 1.250 T: 8.0 8.00 0.0 10 19.0 15.3 41.6 1.442 20.50 0.107 2.2 Pipe: 8 0.0 0.0 12.50 120 2.2 12 19.0 19.7 41.6 10 1.250 T: 8.0 8.00 0.0 11 19.0 17.5 41.6 1.442 20.50 0.107 2.2 Pipe: 9 5.42 20.7 Disch 12.50 120 0.7 13 19.0 15.3 1.5 15 1.250 T: 8.0 8.00 0.0 14 19.0 14.6 22.2 1.442 20.50 0.033 0.7 Pipe: 10 5.42 20.7 Disch 12.50 120 0.0 14 19.0 14.6 -19.2 16 1.250 T: 8.0 8.00 0.0 15 19.0 14.6 1.5 1.442 20.50 0.000 0.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add El To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: bA 5.42 20.7 Disch 12.50 120 0.5 16 19.0 15.1 -1.5 14 1.250 T: 8.0 8.00 0.0 15 19.0 14.6 19.2 1.442 20.50 0.026 0.5 Pipe: 103 5.42 21.1 Disch 12.50 120 2.1 17 19.0 17.2 19.2 15 1.250 T: 8.0 8.00 0.0 16 19.0 15.1 40.3 1.442 20.50 0.101 2.1 Pipe: 11 0.0 0.0 12.50 120 2.1 18 19.0 19.2 40.3 16 1.250 T: 8.0 8.00 0.0 17 19.0 17.2 40.3 1.442 20.50 0.101 2.1 Pipe: 23 5.42 20.2 Disch 48.00 120 6.9 N1A 19.0 20.8 26.3 2 1.250 E: 4.0 4.00 0.0 1 19.0 14.0 46.5 1.442 52.00 0.132 6.9 Pipe: 24 5.42 21.7 Disch 34.00 120 8.0 M1A 19.0 24.0 32.5 5 1.250 E: 4.0 12.00 0.0 6 19.0 16.0 54.1 1.442 T: 8.0 46.00 0.174 8.0 Pipe: 25 5.42 21.2 Disch 48.00 120 5.7 N2A 19.0 21.1 21.1 8 1.250 E: 4.0 4.00 0.0 7 19.0 15.3 42.3 1.442 52.00 0.111 5.7 Pipe: 26 0.0 0.0 34.00 120 4.9 M2A 19.0 24.6 41.6 11 1.250 E: 4.0 12.00 0.0 12 19.0 19.7 41.6 1.442 T: 8.0 46.00 0.107 4.9 Pipe: 27 5.42 21.2 Disch 48.00 120 6.0 N3A 19.0 21.3 22.2 14 1.250 E: 4.0 4.00 0.0 13 19.0 15.3 43.3 1.442 52.00 0.115 6.0 Pipe: 28 0.0 0.0 35.00 120 5.5 M3A 19.0 24.8 40.3 17 1.250 3E:12.0 20.00 0.0 18 19.0 19.2 40.3 1.442 T: 8.0 55.00 0.101 5.5 Pipe: 29 0.0 0.0 144.00 120 2.3 M5A 20.0 25.3 14.5 N5 1.250 2E: 8.0 8.00 0.0 N5A 20.0 23.0 14.5 1.442 152.00 0.015 2.3 Pipe: 30 0.0 0.0 144.00 120 2.0 M6A 20.0 25.4 13.5 N6 1.250 2E: 8.0 8.00 0.0 N6A 20.0 23.4 13.5 1.442 152.00 0.013 2.0 Pipe: 31 0.0 0.0 149.00 120 1.9 M7A 20.0 25.5 12.0 N7 1.250 6E:24.0 24.00 0.0 N7A 20.0 23.7 12.0 1.442 173.00 0.011 1.9 Pipe: 32 0.0 0.0 149.00 120 1.7 M8A 20.0 25.6 11.4 N8 1.250 6E:24.0 24.00 0.0 N8A 20.0 23.9 11.4 1.442 173.00 0.010 1.7 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/21/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC i.SDF JOB 'TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 33 0.0 0.0 144.00 120 1.6 M9A 20.0 25.7 11.8 N9 1.250 2E: 8.0 8.00 0.0 N9A 20.0 24.1 11.8 1.442 152.00 0.010 1.6 Pipe: 34 0.0 0.0 144.00 120 1.5 MbA 20.0 25.8 11.7 N10 1.250 2E: 8.0 8.00 0.0 NlOA 20.0 24.2 11.7 1.442 152.00 0.010 1.5 Pipe: 35 0.0 0.0 144.50 120 1.6 M11A 20.0 25.9 11.4 Nil 1.250 4E:16.0 16.00 0.0 N11A 20.0 24.3 11.4 1.442 160.50 0.010 1.6 Pipe: 36 0.0 0.0 144.50 120 1.9 M12A 20.0 26.3 12.6 N12 1.250 4E:16.0 16.00 0.0 N12A 20.0 24.4 12.6 1.442 160.50 0.012 1.9 Pipe: 36A 0.0 0.0 144.00 120 2.3 M13A 20.0 26.8 14.6 N13 1.250 2E: 8.0 8.00 0.0 N13A 20.0 24.5 14.6 1.442 152.00 0.015 2.3 Pipe: 36B 0.0 0.0 144.00 120 3.7 M15A 20.0 28.3 18.7 N14 1.250 2E: 8.0 8.00 0.0 N14A 20.0 24.6 18.7 1.442 152.00 0.024 3.7 Pipe: 39 0.0 0.0 1.00 120 1.6 Ni 18.0 22.4 46.5 1 1.250 T: 8.0 8.00 -0.4 N1A 19.0 20.8 46.5 1.442 9.00 0.132 1.2 Pipe: 40 0.0 0.0 1.00 120 1.4 N2 18.0 22.5 42.3 7 1.250 T: 8.0 8.00 -0.4 N2A 19.0 21.1 42.3 1.442 9.00 0.111 1.0 Pipe: 41 0.0 0.0 1.00 120 1.5 N3 18.0 22.7 43.3 13 1.250 T: 8.0 8.00 -0.4 N3A 19.0 21.3 43.3 1.442 9.00 0.115 1.0 Pipe: 42 0.0 0.0 1.00 120 0.4 N4 18.0 23.2 0.0 1.250 T: 8.0 8.00 -0.4 N4A 19.0 22.8 0.0 1.442 9.00 0.000 0.0 Pipe: 43 0.0 132.2 N4 2.00 120 0.7 N5A 20.0 23.0 -117.6 N6 1.250 T: 8.0 8.00 0.9 N5 18.0 23.7 14.5 1.442 10.00 0.015 0.2 Pipe: 44 0.0 117.6 N5 2.00 120 0.7 N6A 20.0 23.4 -104.1 N7 1.250 T: 8.0 8.00 0.9 N6 18.0 24.1 13.5 1.442 10.00 0.013 0.1 Pipe: 45 0.0 104.1 N6 2.00 120 0.8 N7A 20.0 23.7 -92.1 N8 1.250 T: 8.0 8.00 0.9 N7 18.0 24.4 12.0 1.442 10.00 0.011 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC i.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (g) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 46 0.0 92.1 N7 2.00 120 0.8 N8A 20.0 23.9 -80.7 N9 1.250 T: 8.0 8.00 0.9 N8 18.0 24.7 11.4 1.442 10.00 0.010 0.1 Pipe: 47 0.0 80.7 N8 2.00 120 0.8 N9A 20.0 24.1 -68.8 N10 1.250 T: 8.0 8.00 0.9 N9 18.0 24.8 11.8 1.442 10.00 0.010 0.1 Pipe: 48 0.0 68.8 N9 2.00 120 0.8 NbA 20.0 24.2 -57.2 Nil 1.250 T: 8.0 8.00 0.9 N10 18.0 25.0 11.7 1.442 10.00 0.010 0.1 Pipe: 49 0.0 57.2 N10 2.00 120 0.8 N11A 20.0 24.3 -45.8 N12 1.250 T: 8.0 8.00 0.9 Nil 18.0 25.1 11.4 1.442 10.00 0.010 0.1 Pipe: 50 0.0 45.8 Nil 2.00 120 0.7 N12A 20.0 24.4 -33.2 N13 1.250 T: 8.0 8.00 0.9 N12 18.0 25.2 12.6 1.442 10.00 0.012 0.1 Pipe: 51 0.0 33.2 N12 2.00 120 0.7 N13A 20.0 24.5 -18.7 N14 1.250 T: 8.0 8.00 0.9 N13 18.0 25.2 14.6 1.442 10.00 0.015 0.2 Pipe: 52 0.0 0.0 2.00 120 0.6 N14A 20.0 24.6 18.7 N13 1.250 T: 8.0 8.00 0.9 N14 18.0 25.2 18.7 1.442 10.00 0.024 0.2 Pipe: 53 0.0 0.0 1.00 120 2.0 Ml 18.0 26.0 54.1 6 1.250 T: 8.0 8.00 -0.4 MbA 19.0 24.0 54.1 1.442 9.00 0.174 1.6 Pipe: 54 0.0 0.0 1.00 120 1.4 M2 18.0 26.0 41.6 12 1.250 T: 8.0 8.00 -0.4 M2A 19.0 24.6 41.6 1.442 9.00 0.107 1.0 Pipe: 55 0.0 0.0 1.00 120 1.3 M3 18.0 26.1 40.3 18 1.250 T: 8.0 8.00 -0.4 M3A 19.0 24.8 40.3 1.442 9.00 0.101 0.9 Pipe: 56 0.0 0.0 1.00 120 0.4 M4 18.0 26.3 0.0 1.250 T: 8.0 8.00 -0.4 M4A 19.0 25.9 0.0 1.442 9.00 0.000 0.0 Pipe: 57 0.0 0.0 2.00 120 1.0 M5 18.0 26.4 14.5 N5A 1.250 T: 8.0 8.00 -0.9 M5A 20.0 25.3 14.5 1.442 10.00 0.015 0.2 Pipe: 58 0.0 0.0 2.00 120 1.0 M6 18.0 26.4 13.5 N6A 1.250 T: 8.0 8.00 -0.9 M6A 20.0 25.4 13.5 1.442 10.00 0.013 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 1/21/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC i.SDF JOB TITJE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 59 0.0 0.0 2.00 120 1.0 M7 18.0 26.5 12.0 N7A 1.250 T: 8.0 8.00 -0.9 N7A 20.0 25.5 12.0 1.442 10.00 0.011 0.1 Pipe: 60 0.0 0.0 2.00 120 1.0 M8 18.0 26.6 11.4 N8A 1.250 T: 8.0 8.00 -0.9 M8A 20.0 25.6 11.4 1.442 10.00 0.010 0.1 Pipe: 61 0.0 0.0 2.00 120 1.0 M9 18.0 26.6 11.8 N9A 1.250 T: 8.0 8.00 -0.9 M9A 20.0 25.7 11.8 1.442 10.00 0.010 0.1 Pipe: 62 0.0 0.0 2.00 120 1.0 M10 18.0 26.7 11.7 NbA 1.250 T: 8.0 8.00 -0.9 MbA 20.0 25.8 11.7 1.442 10.00 0.010 0.1 Pipe: 63 0.0 0.0 2.00 120 1.0 Mil 18.0 26.8 11.4 N11A 1.250 T: 8.0 8.00 -0.9 M11A 20.0 25.9 11.4 1.442 10.00 0.010 0.1 Pipe: 64 0.0 0.0 2.00 120 1.0 M12 18.0 27.3 12.6 N12A 1.250 T: 8.0 8.00 -0.9 M12A 20.0 26.3 12.6 1.442 10.00 0.012 0.1 Pipe: 65 0.0 0.0 2.00 120 1.0 M13 18.0 27.8 14.6 N13A 1.250 T: 8.0 8.00 -0.9 M13A 20.0 26.8 14.6 1.442 10.00 0.015 0.2 Pipe: 66 0.0 0.0 2.00 120 1.1 M15 18.0 29.4 18.7 N14A 1.250 T: 8.0 8.00 -0.9 M15A 20.0 28.3 18.7 1.442 10.00 0.024 0.2 Pipe: 67 0.0 0.0 9.50 120 0.1 N2 18.0 22.5 46.5 N1A 2.500 ---- 0.00 0.0 Ni 18.0 22.4 46.5 2.635 9.50 0.007 0.1 Pipe: 68 0.0 46.5 Ni 10.33 120 0.2 N3 18.0 22.7 42.3 N2A 2.500 ---- 0.00 0.0 N2 18.0 22.5 88.8 2.635 10.33 0.023 0.2 Pipe: 69 0.0 88.8 N2 10.33 120 0.5 N4 18.0 23.2 43.3 N3A 2.500 ---- 0.00 0.0 N3 18.0 22.7 132.2 2.635 10.33 0.048 0.5 Pipe: 70 0.0 132.2 N3 10.00 120 0.5 N5 18.0 23.7 0.0 N4A 2.500 ---- 0.00 0.0 N4 18.0 23.2 132.2 2.635 10.00 0.048 0.5 Pipe: 71 0.0 132.2 N4 10.00 120 0.4 N6 18.0 24.1 -14.5 N5A 2.500 ---- 0.00 0.0 N5 18.0 23.7 117.6 2.635 10.00 0.039 0.4 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC i.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 72 0.0 117.6 N5 10.00 120 0.3 N7 18.0 24.4 -13.5 N6A 2.500 ---- 0.00 0.0 N6 18.0 24.1 104.1 2.635 10.00 0.031 0.3 Pipe: 73 0.0 104.1 N6 10.00 120 0.2 N8 18.0 24.7 -12.0 N7A 2.500 ---- 0.00 0.0 N7 18.0 24.4 92.1 2.635 10.00 0.025 0.2 Pipe: 74 0.0 92.1 N7 9.75 120 0.2 N9 18.0 24.8 -11.4 N8A 2.500 ---- 0.00 0.0 N8 18.0 24.7 80.7 2.635 9.75 0.019 0.2 Pipe: 75 0.0 80.7 N8 10.00 120 0.1 N10 18.0 25.0 -11.8 N9A 2.500 ---- 0.00 0.0 N9 18.0 24.8 68.8 2.635 10.00 0.014 0.1 Pipe: 76 0.0 68.8 N9 10.00 120 0.1 Nil 18.0 25.1 -11.7 NbA 2.500 ---- 0.00 0.0 N10 18.0 25.0 57.2 2.635 10.00 0.010 0.1 Pipe: 77 0.0 57.2 N10 10.00 120 0.1 N12 18.0 25.2 -11.4 N11A 2.500 ---- 0.00 0.0 Nil 18.0 25.1 45.8 2.635 10.00 0.007 0.1 Pipe: 78 0.0 45.8 Nil 10.00 120 0.0 N13 18.0 25.2 -12.6 N12A 2.500 ---- 0.00 0.0 N12 18.0 25.2 33.2 2.635 10.00 0.004 0.0 Pipe: 79 0.0 33.2 N12 10.00 120 0.0 N14 18.0 25.2 -14.6 N13A 2.500 ---- 0.00 0.0 N13 18.0 25.2 18.7 2.635 10.00 0.001 0.0 Pipe: 80 0.0 0.0 9.50 120 0.0 M2 18.0 26.0 54.1 M1A 3.000 ---- 0.00 0.0 Ml 18.0 26.0 54.1 3.260 9.50 0.003 0.0 Pipe: 81 0.0 54.1 Mb 11.50 120 0.1 M3 18.0 26.1 41.6 M2A 3.000 ---- 0.00 0.0 M2 18.0 26.0 95.8 3.260 11.50 0.009 0.1 Pipe: 82 0.0 95.8 M2 10.30 120 0.2 M4 18.0 26.3 40.3 M3A 3.000 ---- 0.00 0.0 M3 18.0 26.1 136.0 3.260 10.30 0.018 0.2 Pipe: 83 0.0 136.0 M3 9.00 120 0.0 M5 18.0 26.4 0.0 M4A 4.000 ---- 0.00 0.0 M4 18.0 26.3 136.0 4.260 9.00 0.005 0.0 Pipe: 84 0.0 136.0 M4 10.00 120 0.1 M6 18.0 26.4 14.5 M5A 4.000 ---- 0.00 0.0 M5 18.0 26.4 150.6 4.260 10.00 0.006 0.1 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page ii DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 85 0.0 150.6 M5 10.00 120 0.1 M7 18.0 26.5 13.5 M6A 4.000 ---- 0.00 0.0 M6 18.0 26.4 164.1 4.260 10.00 0.007 0.1 Pipe: 86 0.0 164.1 M6 10.00 120 0.1 M8 18.0 26.6 12.0 M7A 4.000 ---- 0.00 0.0 M7 18.0 26.5 176.1 4.260 10.00 0.008 0.1 Pipe: 87 0.0 176.1 M7 10.00 120 0.1 M9 18.0 26.6 11.4 M8A 4.000 ---- 0.00 0.0 M8 18.0 26.6 187.5 4.260 10.00 0.009 0.1 Pipe: 88 0.0 187.5 M8 10.00 120 0.1 M10 18.0 26.7 11.8 M9A 4.000 ---- 0.00 0.0 M9 18.0 26.6 199.4 4.260 10.00 0.010 0.1 Pipe: 89 0.0 199.4 M9 9.00 120 0.1 Mil 18.0 26.8 11.7 MbA 4.000 ---- 0.00 0.0 M10 18.0 26.7 211.0 4.260 9.00 0.011 0.1 Pipe: 90 0.0 211.0 M10 9.50 120 0.4 M12 18.0 27.3 11.4 M11A 3.000 ---- 0.00 0.0 Mil 18.0 26.8 222.4 3.260 9.50 0.045 0.4 Pipe: 91 0.0 222.4 Ml! 11.50 120 0.6 M13 18.0 27.8 12.6 M12A 3.000 ---- 0.00 0.0 M12 18.0 27.3 235.0 3.260 11.50 0.050 0.6 Pipe: 92 0.0 235.0 M12 8.33 120 1.6 M14 18.0 29.4 14.6 M13A 3.000 T:20.0 20.00 0.0 M13 18.0 27.8 249.5 3.260 28.33 0.055 1.6 Pipe: 93 0.0 0.0 1.75 120 0.0 M14 18.0 29.4 18.7 M15A 3.000 T:20.0 20.00 0.0 MiS 18.0 29.4 18.7 3.260 21.75 0.000 0.0 Pipe: 94 0.0 18.7 M15 40.50 120 3.2 TOR 18.0 32.6 249.5 M13 3.000 E:10.0 10.00 0.0 M14 18.0 29.4 268.2 3.260 50.50 0.063 3.2 Pipe: 95 0.0 0.0 17.00 120 9.3 BOR 1.0 41.9 268.2 M14 3.000 B:14.0 14.00 -7.4 TOR 18.0 32.6 268.2 3.260 31.00 0.063 2.0 Pipe: 96 0.0 0.0 16.00 140 1.9 Ui -3.0 43.9 268.2 TOR D6.000 4E:88.0 88.00 -1.7 BOB. 1.0 41.9 268.2 6.280 104.00 0.002 0.2 Pipe: 97 0.0 0.0 40.00 140 2.4 B2 3.0 41.4 268.2 BOR D6.000 2E:44.0 44.00 2.6 Ui -3.0 43.9 268.2 6.280 84.00 0.002 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB TITLE: •EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 98 0.0 Fixed Pressure Loss Device 31 3.0 48.4 268.2 Ui 7.0 psi, 268.2 gpm 32 3.0 41.4 268.2 Pipe: 99 Source 0.0 40.00 140 2.8 SOURCE -3.0 51.2 268.2 B2 D6.000 2E:44.0 49.00 -2.6 31 3.0 48.4 268.2 6.280 G: 5.0 89.00 0.002 0.2 NOTES (HASS) Calculations were performed by the BASS 8.5 computer program under license no. 50091135 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 0.080 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.6 ft/sec at pipe 24. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SOURCE under full flow conditions is 132.80 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL 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 1.442 4.00 8.00 3.00 9.00 8.00 1.00 12.00 12.00 8.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB TITLE: EQUINOX CALC #1 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngE11 ChkViv BfyVlv GatViv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS C:\PROGRAM FILES\HRS SYSTEMS\HASS\EQUINOX CALC 1.SDF JOB TITLE: EQUINOX CALC #1 Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor ----------------------------------------------------------------------- 1 thru 18 5.60 7.00 1.049 1.50 T 6.50 120.00 5.42 UNDERWRITERS FIRE PROTECTION> 6307 MT. RIPLEY DRIVE> CYPRESS, CA 90630 HYDRAULIC CALCULATIONS FOR EQUINOX 7710 EL CAMINO REAL PROOF CALC 2 DRAWING NUMBER: FP- TE: 1/20/2016 -DESIGN DATA- REMOTE AREA NUMBER: 1 REMOTE AREA CALC AREA 1 OCCUPANCY CLASSIFICATION: ORDINARY GROUP 1 DENSITY: .15/1500 gpm/sq. ft. AREA OF APPLICATION: 1668 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. TYPE OF SPRINKLERS CALCULATED: SSU 5.6 Q.R. BRASS NUMBER OF SPRINKLERS CALCULATED: 12 HOSE-STREAM DEMAND: 250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 488.8 gpm FLOW AND PRESSURE (AT BASE OF RISER): 238.8 gpm @ 37.6 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: HYDRANT Test Date: 12/15/15 Test By: OLIVENHAIN WATER Location: 7710 EL CAMINO REAL Static: 149 psi Residual: 144 psi Flow: 1630 gpm Source Elevation Relative to Finished Floor Level: 3 ft. INSTALLING CONTRACTOR Name: UNDERWRITERS FIRE PROTECTION Address: 6307 ,MT. RIPLEY DRIVE Phone; 714-761-1212 Certification number: C-16 824165 NAME OF DESIGNER: SCOTT CHOWNING AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. Calculations performed by HASS under license # 50091135 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) G A U G E P R E S S U R E 112.0 56.0 WATER SUPPLY ANALYSIS Static: 134.00 Psi Resid: 129.00 psi Flow: 1630.0 gpm 140.0 p S ± IWS -14.7 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC i.SDF JOB TITLE: EQUINOX CALC #1 NFPA 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) SOURCE 134.0 129.0 1630.0 133.5 488.8 46.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 488.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 238.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 19.0 - - - - 16.2 - - - 2 19.0 - - - - 14.8 - - - 3 19.0 K= 5.42 13.5 19.9 4 19.0 K= 5.42 13.2 19.7 5 19.0 K= 5.42 13.3 19.8 6 19.0 K= 5.42 14.3 20.5 7 19.0 - - - - 16.2 - - - 8 19.0 - - - - 14.9 - - - 9 19.0 K= 5.42 13.5 19.9 10 19.0 K= 5.42 13.3 19.7 11 19.0 K= 5.42 13.3 19.8 12 19.0 K= 5.42 14.4 20.5 13 19.0 - - - - 16.1 - - - 14 19.0 - - - - 14.7 - - - 15 19.0 K= 5.42 13.2 19.7 16 19.0 K= 5.42 12.9 19.5 17 19.0 K= 5.42 13.0 19.5 18 19.0 K= 5.42 13.9 20.2 Ni 18.0 - - - - 20.7 - - - N1A 19.0 - - - - 19.7 - - - N2 18.0 - - - - 20.7 - - - N2A 19.0 - - - - 19.7 - - - N3 18.0 - - - - 20.8 - - - N3A 19.0 - - - - 19.8 - - - N4 18.0 - - - - 21.1 - - - N4A 19.0 - - - - 20.7 - - - N5 18.0 - - - - 21.4 - - - N5A 20.0 - - - - 20.6 - - - N6 18.0 - - - - 21.6 - - - N6A 20.0 - - - - 20.8 - - - N7 18.0 - - - - 21.8 - - - N7A 20.0 - - - - 21.0 - - - N8 18.0 - - - - 22.0 - - - N8A 20.0 - - - - 21.1 - - - NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC i.SDF JOB TITLE: EQUINOX CALC #1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (PT) (PSI) (GPM) N9 18.0 - - - - 22.1 - - - N9A 20.0 - - - - 21.3 - - - N10 18.0 - - - - 22.2 - - - NbA 20.0 - - - - 21.4 - - - Nil 18.0 - - - - 22.2 - - - N11A 20.0 - - - - 21.4 - - - N12 18.0 - - - - 22.3 - - - N12A 20.0 - - - - 21.5 - - - N13 18.0 - - - - 22.3 - - - N13A 20.0 - - - - 21.5 - - - N14 18.0 - - - - 22.3 - - - N14A 20.0 - - - - 21.6 - - - Ml 18.0 - - - - 22.4 - - - MbA 19.0 - - - - 20.7 - - - M2 18.0 - - - - 22.4 - - - M2A 19.0 - - - - 20.7 - - - M3 18.0 - - - - 22.5 - - - M3A 19.0 - - - - 20.9 - - - M4 18.0 - - - - 22.7 - - - M4A 19.0 - - - - 22.3 - - - M5 18.0 - - - - 22.7 - - - MSA 20.0 - - - - 21.8 - - - M6 18.0 - - - - 22.8 - - - M6A 20.0 - - - - 21.9 - - - M7 18.0 - - - - 22.9 - - - M7A 20.0 - - - - 22.0 - - - M8 18.0 - - - - 22.9 - - - M8A 20.0 - - - - 22.0 - - - M9 18.0 - - - - 23.0 - - - M9A 20.0 - - - - 22.1 - - - mio 18.0 - - - - 23.1 - - - MbA 20.0 - - - - 22.2 - - - Mil 18.0 - - - - 23.2 - - - M11A 20.0 - - - - 22.3 - - - M12 18.0 - - - - 23.6 - - - M12A 20.0 - - - - 22.6 - - - M13 18.0 - - - - 24.0 - - - M13A 20.0 - - - - 23.1 - - - M14 18.0 - - - - 25.3 - - - M15 18.0 - - - - 25.3 - - - M15A 20.0 - - - - 24.3 - - - TOR 18.0 - - - - 27.9 - - - BOR 1.0 - - - - 36.8 - - - Ui -3.0 - - - - 38.7 - - - Bi 3.0 - - - - 43.9 - - - 32 3.0 - - - - 36.3 - - - SOURCE -3.0 SOURCE 46.6 238.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/21/2016 C:\PROGRAIyI FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB TITLE: EQUINOX CALC #1 NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 12.50 120 1.4 1 19.0 16.2 32.2 3 1.250 T: 8.0 8.00 0.0 2 19.0 14.8 32.2 1.442 20.50 0.067 1.4 Pipe: 2 5.42 19.9 Disch 12.50 120 1.4 2 19.0 14.8 12.3 4 1.250 T: 8.0 8.00 0.0 3 19.0 13.5 32.2 1.442 20.50 0.067 1.4 Pipe: 3 5.42 19.7 Disch 12.50 120 0.2 3 19.0 13.5 -7.5 5 1.250 T: 8.0 8.00 0.0 4 19.0 13.2 12.3 1.442 20.50 0.011 0.2 Pipe: 4 5.42 19.7 Disch 12.50 120 0.1 5 19.0 13.3 -12.3 3 1.250 T: 8.0 8.00 0.0 4 19.0 13.2 7.5 1.442 20.50 0.004 0.1 Pipe: 5 5.42 19.8 Disch 12.50 120 1.0 6 19.0 14.3 7.5 4 1.250 T: 8.0 8.00 0.0 5 19.0 13.3 27.2 1.442 20.50 0.049 1.0 Pipe: 5A 0.0 0.0 12.50 120 1.4 7 19.0 16.2 32.2 9 1.250 T: 8.0 8.00 0.0 8 19.0 14.9 32.2 1.442 20.50 0.067 1.4 Pipe: 5B 5.42 19.9 Disch 12.50 120 1.4 8 19.0 14.9 12.3 10 1.250 T: 8.0 8.00 0.0 9 19.0 13.5 32.2 1.442 20.50 0.067 1.4 Pipe: 6 5.42 19.7 Disch 12.50 120 0.2 9 19.0 13.5 -7.4 11 1.250 T: 8.0 8.00 0.0 10 19.0 13.3 12.3 1.442 20.50 0.011 0.2 Pipe: 7 5.42 19.7 Disch 12.50 120 0.1 11 19.0 13.3 -12.3 9 1.250 T: 8.0 8.00 0.0 10 19.0 13.3 7.4 1.442 20.50 0.004 0.1 Pipe: 8 5.42 19.8 Disch 12.50 120 1.0 12 19.0 14.4 7.4 10 1.250 T: 8.0 8.00 0.0 11 19.0 13.3 27.2 1.442 20.50 0.049 1.0 Pipe: 9 0.0 0.0 12.50 120 1.4 13 19.0 16.1 33.2 15 1.250 T: 8.0 8.00 0.0 14 19.0 14.7 33.2 1.442 20.50 0.071 1.4 Pipe: 10 5.42 19.7 Disch 12.50 120 1.4 14 19.0 14.7 13.5 16 1.250 T: 8.0 8.00 0.0 15 19.0 13.2 33.2 1.442 20.50 0.071 1.4 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: bA 5.42 19.5 Disch 12.50 120 0.3 15 19.0 13.2 -6.0 17 1.250 T: 8.0 8.00 0.0 16 19.0 12.9 13.5 1.442 20.50 0.013 0.3 Pipe: lOB 5.42 19.5 Disch 12.50 120 0.1 17 19.0 13.0 -13.5 15 1.250 T: 8.0 8.00 0.0 16 19.0 12.9 6.0 1.442 20.50 0.003 0.1 Pipe: 11 5.42 19.5 Disch 12.50 120 0.9 18 19.0 13.9 6.0 16 1.250 T: 8.0 8.00 0.0 17 19.0 13.0 25.5 1.442 20.50 0.043 0.9 Pipe: 23 0.0 0.0 48.00 120 3.5 N1A 19.0 19.7 32.2 2 1.250 E: 4.0 4.00 0.0 1 19.0 16.2 32.2 1.442 52.00 0.067 3.5 Pipe: 24 5.42 20.5 Disch 34.00 120 6.4 M1A 19.0 20.7 27.2 5 1.250 E: 4.0 12.00 0.0 6 19.0 14.3 47.8 1.442 T: 8.0 46.00 0.138 6.4 Pipe: 25 0.0 0.0 48.00 120 3.5 N2A 19.0 19.7 32.2 8 1.250 E: 4.0 4.00 0.0 7 19.0 16.2 32.2 1.442 52.00 0.067 3.5 Pipe: 26 5.42 20.5 Disch 34.00 120 6.4 M2A 19.0 20.7 27.2 11 1.250 B: 4.0 12.00 0.0 12 19.0 14.4 47.8 1.442 T: 8.0 46.00 0.138 6.4 Pipe: 27 0.0 0.0 48.00 120 3.7 N3A 19.0 19.8 33.2 14 1.250 E: 4.0 4.00 0.0 13 19.0 16.1 33.2 1.442 52.00 0.071 3.7 Pipe: 28 5.42 20.2 Disch 35.00 120 7.0 M3A 19.0 20.9 25.5 17 1.250 3E:12.0 20.00 0.0 18 19.0 13.9 45.8 1.442 T: 8.0 55.00 0.128 7.0 Pipe: 29 0.0 0.0 144.00 120 1.2 MSA 20.0 21.8 10.1 N5 1.250 2E: 8.0 8.00 0.0 N5A 20.0 20.6 10.1 1.442 152.00 0.008 1.2 Pipe: 30 0.0 0.0 144.00 120 1.0 M6A 20.0 21.9 9.4 N6 1.250 2E: 8.0 8.00 0.0 N6A 20.0 20.8 9.4 1.442 152.00 0.007 1.0 Pipe: 31 0.0 0.0 149.00 120 0.9 M7A 20.0 22.0 8.4 N7 1.250 6E:24.0 24.00 0.0 N7A 20.0 21.0 8.4 1.442 173.00 0.005 0.9 Pipe: 32 0.0 0.0 149.00 120 0.9 M8A 20.0 22.0 8.0 N8 1.250 6B:24.0 24.00 0.0 N8A 20.0 21.1 8.0 1.442 173.00 0.005 0.9 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 33 0.0 0.0 144.00 120 0.8 M9A 20.0 22.1 8.4 N9 1.250 2E: 8.0 8.00 0.0 N9A 20.0 21.3 8.4 1.442 152.00 0.006 0.8 Pipe: 34 0.0 0.0 144.00 120 0.8 MbA 20.0 22.2 8.4 N10 1.250 2E: 8.0 8.00 0.0 NbA 20.0 21.4 8.4 1.442 152.00 0.006 0.8 Pipe: 35 0.0 0.0 144.50 120 0.9 M11A 20.0 22.3 8.2 Nil 1.250 4E:16.0 16.00 0.0 N11A 20.0 21.4 8.2 1.442 160.50 0.005 0.9 Pipe: 36 0.0 0.0 144.50 120 1.1 M12A 20.0 22.6 9.6 N12 1.250 4E:16.0 16.00 0.0 N12A 20.0 21.5 9.6 1.442 160.50 0.007 1.1 Pipe: 36A 0.0 0.0 144.00 120 1.5 M13A 20.0 23.1 11.6 N13 1.250 2E: 8.0 8.00 0.0 N13A 20.0 21.5 11.6 1.442 152.00 0.010 1.5 Pipe: 36B 0.0 0.0 144.00 120 2.6 M15A 20.0 24.3 15.6 N14 1.250 2E: 8.0 8.00 0.0 N14A 20.0 21.6 15.6 1.442 152.00 0.017 2.6 Pipe: 39 0.0 0.0 1.00 120 1.0 Ni 18.0 20.7 32.2 1 1.250 T: 8.0 8.00 -0.4 NbA 19.0 19.7 32.2 1.442 9.00 0.067 0.6 Pipe: 40 0.0 0.0 1.00 120 1.0 N2 18.0 20.7 32.2 7 1.250 T: 8.0 8.00 -0.4 N2A 19.0 19.7 32.2 1.442 9.00 0.067 0.6 Pipe: 41 0.0 0.0 1.00 120 1.1 N3 18.0 20.8 33.2 13 1.250 T: 8.0 8.00 -0.4 N3A 19.0 19.8 33.2 1.442 9.00 0.071 0.6 Pipe: 42 0.0 0.0 1.00 120 0.4 N4 18.0 21.1 0.0 1.250 T: 8.0 8.00 -0.4 N4A 19.0 20.7 0.0 1.442 9.00 0.000 0.0 Pipe: 43 0.0 97.6 N4 2.00 120 0.8 NSA 20.0 20.6 -87.5 N6 1.250 T: 8.0 8.00 0.9 NS 18.0 21.4 10.1 1.442 10.00 0.008 0.1 Pipe: 44 0.0 87.5 NS 2.00 120 0.8 N6A 20.0 20.8 -78.1 N7 1.250 T: 8.0 8.00 0.9 N6 18.0 21.6 9.4 1.442 10.00 0.007 0.1 Pipe: 45 0.0 78.1 N6 2.00 120 0.8 N7A 20.0 21.0 -69.7 N8 1.250 T: 8.0 8.00 0.9 N7 18.0 21.8 8.4 1.442 10.00 0.005 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC l.SDF JOE TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 46 0.0 69.7 N7 2.00 120 0.8 N8A 20.0 21.1 -61.7 N9 1.250 T: 8.0 8.00 0.9 N8 18.0 22.0 8.0 1.442 10.00 0.005 0.1 Pipe: 47 0.0 61.7 N8 2.00 120 0.8 N9A 20.0 21.3 -53.3 N10 1.250 T: 8.0 8.00 0.9 N9 18.0 22.1 8.4 1.442 10.00 0.006 0.1 Pipe: 48 0.0 53.3 N9 2.00 120 0.8 NbA 20.0 21.4 -44.9 Nil 1.250 T: 8.0 8.00 0.9 N10 18.0 22.2 8.4 1.442 10.00 0.006 0.1 Pipe: 49 0.0 44.9 N10 2.00 120 0.8 NilA 20.0 21.4 -36.7 N12 1.250 T: 8.0 8.00 0.9 Nil 18.0 22.2 8.2 1.442 10.00 0.005 0.1 Pipe: 50 0.0 36.7 Nil 2.00 120 0.8 N12A 20.0 21.5 -27.1 N13 1.250 T: 8.0 8.00 0.9 N12 18.0 22.3 9.6 1.442 10.00 0.007 0.1 Pipe: 51 0.0 27.1 N12 2.00 120 0.8 N13A 20.0 21.5 -15.6 N14 1.250 T: 8.0 8.00 0.9 N13 18.0 22.3 11.6 1.442 10.00 0.010 0.1 Pipe: 52 0.0 0.0 2.00 120 0.7 N14A 20.0 21.6 15.6 N13 1.250 T: 8.0 8.00 0.9 N14 18.0 22.3 15.6 1.442 10.00 0.017 0.2 Pipe: 53 0.0 0.0 1.00 120 1.7 Ml 18.0 22.4 47.8 6 1.250 T: 8.0 8.00 -0.4 M1A 19.0 20.7 47.8 1.442 9.00 0.138 1.2 Pipe: 54 0.0 0.0 1.00 120 1.7 M2 18.0 22.4 47.8 12 1.250 T: 8.0 8.00 -0.4 M2A 19.0 20.7 47.8 1.442 9.00 0.138 1.2 Pipe: 55 0.0 0.0 1.00 120 1.6 M3 18.0 22.5 45.8 18 1.250 T: 8.0 8.00 -0.4 M3A 19.0 20.9 45.8 1.442 9.00 0.128 1.1 Pipe: 56 0.0 0.0 1.00 120 0.4 M4 18.0 22.7 0.0 1.250 T: 8.0 8.00 -0.4 M4A 19.0 22.3 0.0 1.442 9.00 0.000 0.0 Pipe: 57 0.0 0.0 2.00 120 0.9 M5 18.0 22.7 10.1 N5A 1.250 T: 8.0 8.00 -0.9 M5A 20.0 21.8 10.1 1.442 10.00 0.008 0.1 Pipe: 58 0.0 0.0 2.00 120 0.9 M6 18.0 22.8 9.4 N6A 1.250 T: 8.0 8.00 -0.9 M6A 20.0 21.9 9.4 1.442 10.00 0.007 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 59 0.0 0.0 2.00 120 0.9 M7 18.0 22.9 8.4 N7A 1.250 T: 8.0 8.00 -0.9 M7A 20.0 22.0 8.4 1.442 10.00 0.005 0.1 Pipe: 60 0.0 0.0 2.00 120 0.9 M8 18.0 22.9 8.0 N8A 1.250 T: 8.0 8.00 -0.9 M8A 20.0 22.0 8.0 1.442 10.00 0.005 0.1 Pipe: 61 0.0 0.0 2.00 120 0.9 M9 18.0 23.0 8.4 N9A 1.250 T: 8.0 8.00 -0.9 M9A 20.0 22.1 8.4 1.442 10.00 0.006 0.1 Pipe: 62 0.0 0.0 2.00 120 0.9 MiD 18.0 23.1 8.4 NbA 1.250 T: 8.0 8.00 -0.9 M10A 20.0 22.2 8.4 1.442 10.00 0.006 0.1 Pipe: 63 0.0 0.0 2.00 120 0.9 Mil 18.0 23.2 8.2 N11A 1.250 T: 8.0 8.00 -0.9 M11A 20.0 22.3 8.2 1.442 10.00 0.005 0.1 Pipe: 64 0.0 0.0 2.00 120 0.9 M12 18.0 23.6 9.6 N12A 1.250 T: 8.0 8.00 -0.9 M12A 20.0 22.6 9.6 1.442 10.00 0.007 0.1 Pipe: 65 0.0 0.0 2.00 120 1.0 M13 18.0 24.0 11.6 N13A 1.250 T: 8.0 8.00 -0.9 M13A 20.0 23.1 11.6 1.442 10.00 0.010 0.1 Pipe: 66 0.0 0.0 2.00 120 1.0 M15 18.0 25.3 15.6 N14A 1.250 T: 8.0 8.00 -0.9 M15A 20.0 24.3 15.6 1.442 10.00 0.017 0.2 Pipe: 67 0.0 0.0 9.50 120 0.0 N2 18.0 20.7 32.2 N1A 2.500 ---- 0.00 0.0 Ni 18.0 20.7 32.2 2.635 9.50 0.004 0.0 Pipe: 68 0.0 32.2 Ni 10.33 120 0.1 N3 18.0 20.8 32.2 N2A 2.500 ---- 0.00 0.0 N2 18.0 20.7 64.4 2.635 10.33 0.013 0.1 Pipe: 69 0.0 64.4 N2 10.33 120 0.3 N4 18.0 21.1 33.2 N3A 2.500 ---- 0.00 0.0 N3 18.0 20.8 97.6 2.635 10.33 0.028 0.3 Pipe: 70 0.0 97.6 N3 10.00 120 0.3 N5 18.0 21.4 0.0 N4A 2.500 ---- 0.00 0.0 N4 18.0 21.1 97.6 2.635 10.00 0.028 0.3 Pipe: 71 0.0 97.6 N4 10.00 120 0.2 N6 18.0 21.6 -10.1 N5A 2.500 ---- 0.00 0.0 N5 18.0 21.4 87.5 2.635 10.00 0.022 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC i.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 72 0.0 87.5 N5 10.00 120 0.2 N7 18.0 21.8 -9.4 N6A 2.500 ---- 0.00 0.0 N6 18.0 21.6 78.1 2.635 10.00 0.018 0.2 Pipe: 73 0.0 78.1 N6 10.00 120 0.1 N8 18.0 22.0 -8.4 N7A 2.500 ---- 0.00 0.0 N7 18.0 21.8 69.7 2.635 10.00 0.015 0.1 Pipe: 74 0.0 69.7 N7 9.75 120 0.1 N9 18.0 22.1 -8.0 N8A 2.500 ---- 0.00 0.0 N8 18.0 22.0 61.7 2.635 9.75 0.012 0.1 Pipe: 75 0.0 61.7 N8 10.00 120 0.1 N10 18.0 22.2 -8.4 N9A 2.500 ---- 0.00 0.0 N9 18.0 22.1 53.3 2.635 10.00 0.009 0.1 Pipe: 76 0.0 53.3 N9 10.00 120 0.1 Nil 18.0 22.2 -8.4 NbA 2.500 ---- 0.00 0.0 N10 18.0 22.2 44.9 2.635 10.00 0.007 0.1 Pipe: 77 0.0 44.9 N10 10.00 120 0.0 N12 18.0 22.3 -8.2 NilA 2.500 ---- 0.00 0.0 Nil 18.0 22.2 36.7 2.635 10.00 0.005 0.0 Pipe: 78 0.0 36.7 Nil 10.00 120 0.0 N13 18.0 22.3 -9.6 N12A 2.500 ---- 0.00 0.0 N12 18.0 22.3 27.1 2.635 10.00 0.003 0.0 Pipe: 79 0.0 27.1 N12 10.00 120 0.0 N14 18.0 22.3 -11.6 N13A 2.500 ---- 0.00 0.0 N13 18.0 22.3 15.6 2.635 10.00 0.001 0.0 Pipe: 80 0.0 0.0 9.50 120 0.0 M2 18.0 22.4 47.8 MbA 3.000 ---- 0.00 0.0 Ml 18.0 22.4 47.8 3.260 9.50 0.003 0.0 Pipe: 81 0.0 47.8 Ml 11.50 120 0.1 M3 18.0 22.5 47.8 M2A 3.000 ---- 0.00 0.0 M2 18.0 22.4 95.5 3.260 11.50 0.009 0.1 Pipe: 82 0.0 95.5 M2 10.30 120 0.2 M4 18.0 22.7 45.8 M3A 3.000 ---- 0.00 0.0 M3 18.0 22.5 141.3 3.260 10.30 0.019 0.2 Pipe: 83 0.0 141.3 M3 9.00 120 0.0 M5 18.0 22.7 0.0 M4A 4.000 ---- 0.00 0.0 M4 18.0 22.7 141.3 4.260 9.00 0.005 0.0 Pipe: 84 0.0 141.3 M4 10.00 120 0.1 M6 18.0 22.8 10.1 M5A 4.000 ---- 0.00 0.0 MS 18.0 22.7 151.4 4.260 10.00 0.006 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 1/21/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC i.SDF JOB TITLE: EQUINOX CALC #1 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 85 0.0 151.4 M5 10.00 120 0.1 M7 18.0 22.9 9.4 M6A 4.000 ---- 0.00 0.0 M6 18.0 22.8 160.8 4.260 10.00 0.007 0.1 Pipe: 86 0.0 160.8 M6 10.00 120 0.1 M8 18.0 22.9 8.4 M7A 4.000 ---- 0.00 0.0 M7 18.0 22.9 169.1 4.260 10.00 0.007 0.1 Pipe: 87 0.0 169.1 M7 10.00 120 0.1 M9 18.0 23.0 8.0 M8A 4.000 ---- 0.00 0.0 M8 18.0 22.9 177.2 4.260 10.00 0.008 0.1 Pipe: 88 0.0 177.2 M8 10.00 120 0.1 M10 18.0 23.1 8.4 M9A 4.000 ---- 0.00 0.0 M9 18.0 23.0 185.5 4.260 10.00 0.009 0.1 Pipe: 89 0.0 185.5 M9 9.00 120 0.1 Mil 18.0 23.2 8.4 MbA 4.000 ---- 0.00 0.0 M10 18.0 23.1 193.9 4.260 9.00 0.009 0.1 Pipe: 90 0.0 193.9 M10 9.50 120 0.4 M12 18.0 23.6 8.2 M11A 3.000 ---- 0.00 0.0 Nil 18.0 23.2 202.1 3.260 9.50 0.038 0.4 Pipe: 91 0.0 202.1 Nil 11.50 120 0.5 M13 18.0 24.0 9.6 M12A 3.000 ---- 0.00 0.0 M12 18.0 23.6 211.7 3.260 11.50 0.041 0.5 Pipe: 92 0.0 211.7 M12 8.33 120 1.3 M14 18.0 25.3 11.6 M13A 3.000 T:20.0 20.00 0.0 M13 18.0 24.0 223.3 3.260 28.33 0.045 1.3 Pipe: 93 0.0 0.0 1.75 120 0.0 M14 18.0 25.3 15.6 M15A 3.000 T:20.0 20.00 0.0 M15 18.0 25.3 15.6 3.260 21.75 0.000 0.0 Pipe: 94 0.0 15.6 M15 40.50 120 2.6 TOR 18.0 27.9 223.3 M13 3.000 E:10.0 10.00 0.0 M14 18.0 25.3 238.8 3.260 50.50 0.051 2.6 Pipe: 95 0.0 0.0 17.00 120 9.0 BOR 1.0 36.8 238.8 M14 3.000 B:14.0 14.00 -7.4 TOR 18.0 27.9 238.8 3.260 31.00 0.051 1.6 Pipe: 96 0.0 0.0 16.00 140 1.9 Ul -3.0 38.7 238.8 TOR D6.000 4E:88.0 88.00 -1.7 BOR 1.0 36.8 238.8 6.280 104.00 0.002 0.2 Pipe: 97 0.0 0.0 40.00 140 2.5 B2 3.0 36.3 238.8 BOR D6.000 2E:44.0 44.00 2.6 Ui -3.0 38.7 238.8 6.280 84.00 0.002 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOB TITLE: EQUINOX CALC Ii Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 98 0.0 Fixed Pressure Loss Device 31 3.0 43.9 238.8 Ui 7.6 psi, 238.8 gpm B2 3.0 36.3 238.8 Pipe: 99 Source 0.0 40.00 140 2.7 SOURCE -3.0 46.6 238.8 32 D6.000 2E:44.0 49.00 -2.6 B1 3.0 43.9 238.8 6.280 G: 5.0 89.00 0.002 0.1 NOTES (HASS) Calculations were performed by the BASS 8.5 computer program under license no. 50091135 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 0.002 gpm and a maximum imbalance at any node of 0.127 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 9.4 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 SOURCE under full flow conditions is 132.85 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL 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 1.442 4.00 8.00 3.00 9.00 8.00 1.00 12.00 12.00 8.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 1/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS DATA\EQUINOX CALC 1.SDF JOE TITLE: EQUINOX CALC #1 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEii ChkVlv BfyVlv GatViv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS C:\PROGRAM FILES\HRS SYSTEMS\HASS\EQUINOX CALC l.SDF JOB TITLE:'EQUINOX CALC #1 Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor ----------------------------------------------------------------------- 1 thru 18 5.60 7.00 1.049 1.50 T 6.50 120.00 5.42