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Citrus - Mandarina TR 24890-1 12-0042 (SFD) (Plans 1 & 2) 2010 Code Update- Hydraulic AnalysisSPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P1.SDF JOB TITLE: MANDARINA PLAN 1 TWO HEAD CALC -GREAT ROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 86.4 64.8 100.0 83.8 31.6 60.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.6 GPM a NODE ANALYSIS DATA 4 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 60.7 31.6 2 0.0 - - - - 45.4 - - - 2A 0.0 - - - - 32.4 - - - 3A 0.0 - - - - 27.2 - - - 3B 0.0 HOSE STREAM 25.4 5.0 3 0.5 - - - - 23.4 - - - 4 3.5 - - - - 20.3 - - - 5 10.5 - - - - 14.8 - - - " 6 10.5 - - - - 10.3 - - - 6A 10.0 K= 4.30 9.1 13.0 7 10.5 - - - - 10.3 - - - 7A 10.0 - - - - 10.5 - - - 8 10.5 - - - - 10.3 - - - 8A 10.0 K='4.30 10.0 13.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P1.SDF JOB TITLE: MANDARINA PLAN 1 TWO HEAD CALC -GREAT ROOM 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 31.6 0:995 PL 50.00 PF 15.3 1 0.0 SRCE 60.7 (N/A) 13.0 150 FTG TG PE 0.0 2 0.0 0.0 45A 0.0 0.260 TL 59.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 45.4 0.0 13.0 psi, 31.6 gpm 2A 0.0 0.0 32.4 0.0 Pipe: 3 31.6 1.590 PL 155.00 PF 5.1 2A 0.0 0.0 32.4 0.0 5.1 150 FTG 2E9L PE 0.0 3A 0.0 0.0 27.2 0.0 0.026 TL 194.00 PV Pipe: 6 31.6' 1.505 PL 10.00 PF 1.9 3A 0.0 0.0 27.2 0.0 5.7 150 FTG E2TC PE 0.0 3B 0.0 H.S. 25.4 5.0 0.035 TL 54.00 PV Pipe: 6A 26.6 1.101 PL 3.00 PF 1.7 3B 0.0 H.S. 25.4 5.0 9.0 150 FTG ET PE -0.2 '3 0.5 0.0 23.4 0.0 0.115 TL 15.00 PV Pipe: 7 26.6 1.049 PL 3.00 PF 1.8 3 0.5 0.0 23.4 0.0 9.9 120 FTG C PE -1.3 4 3.5 0.0 20.3 0.0 0.220 TL 8.00 PV Pipe: 8 26.6 1.101 PL 12.50 PF 2.5 4 3.5 0.0 20.3 0.0 9.0 150 FTG E2R PE -3.0 5 10.5 0.0 14.8 0.0 0.115 TL 21.50 PV Pipe: 9 14.3 1.101 PL 96.50 PF 4.5 5 10.5 0.0 14.8 0.0 4.8 150 FTG E4T PE 0.0 6 10.5 0.0 10.3 0.0 0.036 TL 123.50 PV Pipe: 10 13.0 1.101 PL 23.00 PF 1.4 6 10.5 0.0 10.3 0.0 4.4 150 FTG 2ET4R PE 0.2 6A 10.0 4.3 9.1 13.0 0.031 TL 46.00 PV Pipe: 11 1.3 1.101 PL 24.50 PF 0.0 6 10.5 0.0 10.3 0.0 0.4 150 FTG T4R PE 0.0 7 10.5 0.0 10.3 0.0 0.000 TL , 33.50 PV Pipe: 12 0.0 1.101 PL 9.00 PF 0.0 7 10.5 0.0 10.3 0.0 0.0 150 FTG ETR PE 0.2 7A 10.0 0.0 10.5 0.0 0.000 TL 22.00 PV Pipe: 13 1.3 1.101 PL 22.50 PF 0.0 7 10.5 0.0 10.3 0.0 0.4 150 FTG 6R PE 0.0 8 10.5 0.0 10.3 0.0 0.000 TL 28.50 PV J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P1.SDF JOB TITLE: MANDARINA PLAN 1 TWO HEAD CALC -GREAT ROOM 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: 14 13.6 1.101 PL 3.00 PF 0.5 8 10.5 0.0 10.3 0.0 4.6 150 FTG ETR PE 0.2 8A 10.0 4.3 10.0 13.6 0.033 TL 16.00 PV Pipe: 15 -12.3 1.101 PL 86.50 PF 4.5 8 10.5 0.0 10.3 0.0 4.2 150 FTG 8E4T PE 0.0 5 10.5 0.0 14.8 0.0 0.028 TL 162.50 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 :(2) 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 0.008 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is,13.0 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet . are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 op SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P1.SDF JOB TITLE: MANDARINA PLAN 1 TWO HEAD CALC -GREAT ROOM PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.505 6.00 12.00 3.00 14.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/23/2012• C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P1.SDF JOB TITLE: MANDARINA PLAN 1 TWO HEAD CALC -GREAT ROOM WATER SUPPLY ANALYSIS Static: 86.40 psi Resid: 64.80 psi Flow: 100.0 gpm 100.0 1 80.0 G A U G •E •602C P R E• S 40'.0 S U ,R E ( 2.0.0 P s `i 0.0 -14.7 200300 400 500 600 700 800 900 1000 FLOW (GPM) LEGEND Available pressure 83:84 psi @ 31.6 gpm / Required pressure 60.67 psi @ 31.6 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P1.SDF JOB TITLE: MANDARINA PLAN 1 ONE HEAD CALC -M. BATHROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 86.4 64.8 100.0 85.0 23.0 54.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 23.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 18.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 54.1 23.0 2 0.0 - - - - 45.6 - - - 2A 0.0 - - - - 32.6 - - - 3A 0.0 - - - - 29.7 - - - 3B 0.0 HOSE STREAM 28.7 5.0- 3 0.5 - - - - 27.6 - - - 4 3.5 - - - - 25.5 - - - 51 10.5 - - - - 21.2 - - - 6 10.5 - - - - 19.1 - - - 6A 10.0 - - - - 19.3 - - - 7 10.5 - - - - 18.5 - - - 7A 10.0 K= 4.30 17.5 18.0 8 10.5 - - - - 18.9 - - - 8A 10.0 - -.- - 19.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P1.SDF JOB TITLE: MANDARINA PLAN 1 ONE HEAD CALC -M. BATHROOM 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 23.0 0.995 PL 50.00 PF 8.5 1 0.0 SRCE 54.1 (N/A) 9.5 150 FTG TG PE 0.0 2 0.0 0.0 45.6 0.0 0.144 TL 59.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 45.6 0.0 13.0 psi, 23.0 gpm 2A 0.0 .0.0 32.6 0.0 Pipe: 3 23.0 1.590 PL 155.00 PF 2.9 2A 0.0 0.0 32.6 0.0 3.7 150 FTG 2E9L PE 0.0 3A 0.0 0.0 29.7 0.0 0.015 TL 194.00 PV Pipe: 6 23.0 1.505 PL 10.00 PF 1.0 3A 0.0 0.0 29.7 0.0 4.1 150 FTG E2TC PE 0.0 3B 0.0 H.S. 28.7 5.0 0.019 TL 54.00 PV Pipe: 6A 18.0 1.101 PL 3.00 PF 0.8 3B 0.0 H.S. 28.7, 5.0 6.1 150 FTG ET PE -0.2 3 0.5 0.0 27.6 0.0 0.056 TL 15.00 PV Pipe: 7 18.0 1.049 PL 3.00 PF 0.9 3 0.5 0.0 27.6 0.0 6.7 120 FTG C PE -1.3 4. 3.5 0.0 25.5 0.0 0.107 TL 8.00 PV Pipe: 8 18.0 1.101 PL 12.50 PF 1.2 4 3.5 0.0 25.5 0.0 6.1 150 FTG E2R PE -3.0 5 10.5 0.0 21.2 0.0 0.056 TL 21.50 PV Pipe: 9 9.5 1.101 PL 96.50 PF 2.1 5 10.5 0.0 21.2 0.0 3.2 150 FTG E4T PE 0.0 6 10.5 0.0 19.1 0.0 0.017 TL 123.50 PV Pipe: 10 0.0 1.101 PL 23.00 PF 0.0 6 10.5 0.0 19.1 0.0 0.0 150 FTG 2ET4R PE 0.2 6A 10.0 0.0 19.3 0.0 0.000 TL 46.00 PV' Pipe: 11 9.5 1.101 PL 24.50 PF 0.6 6 10.5 0.0 19.1 0.0 3.2 150 FTG T4R PE 0.0 7 10.5 0.0 18.5 0.0 0.017 TL 33.50 PV Pipe: 12 18.0 1.101 PL 9.00 PF 1.2 7 10.5 .0.0 18.5 0.0 6.1 150 FTG ETR PE 0.2 7A 10.0 4.3 17.5 18.0 0.056 TL 22.00 PV Pipe: 13 -8.5 1.101 PL 22.50 PF 0.4 7 10.5 0.0 18.5 0.0 2.9 150 FTG 6R PE 0.0 8 10.5 0.0 18.9 0.0 0.014 TL 28.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS•\HASS82\C4713-P1.SDF JOB TITLE: MANDARINA PLAN 1' ONE HEAD CALC -M. BATHROOM 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: 14 0.0 1.101 PL 3.00 PF 0.0 8 10.5 0.0 18.9 0.0 0.0 150 FTG ETR PE 0.2 8A 10.0 0.0 19.2 0.0 0.000 TL 16.00 PV Pipe: 15 -8.5 1.101 PL 86.50 PF 2.3' 8 10.5 0.0 18.9 0.0 2.9 150 FTG 8E4T PE 0.0 5 10.5 0.0 21.2 0.0 0.014 TL 162.50 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program Under license no. 16080621 granted by HRS Systems, Inc. , 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) 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 0.009 gpm. '(3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.5 ft/sec at pipe 1. . a (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet , (in) E T L C B G A D Ell Tee .1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P1.SDF JOB TITLE:•MANDARINA PLAN 1 ONE HEAD CALC -M. BATHROOM PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN 'COUPLG EL45 1.101• 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I, MATERIAL: CPPR-L HWC: 150• Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.505 6.00 12.00 3.00 14.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.590 6.00 12.00 `•3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D • Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 � .SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P1.SDF- JOB TITLE: MANDARINA PLAN 1 ONE HEAD CALC -M. BATHROOM WATER SUPPLY ANALYSIS Static: 86.40 psi Resid: 64.80 psi Flow: 100.0 gpm 100.0 1 80.0 G A U G E 60.0 p 2 R E S 40.0 S U R E (• 20.0 p S i, 0.0 -14.7 LEGEND 1 / Available pressure 84.98 psi @ 23.0 gpm 2 '.Required pressure 54.07 psi @ 23.0 gpm Y A. Source Supply Curve B. System Demand Curve 200300 400 500 600 700 '800 900 -.1000 FLOW (GPM) r � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 1/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 ONE HEAD CALC -M. BATHROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 86.4 64.8 500.0 86.3 23.0 48.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 23.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 18.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) „ 1 0.0 SOURCE 48.9 23.0 2 0.0 - - - - 44.0 - - - 2A 0.0 - - - - 31.0 - - - 3A 0.0 - - - - 30.4 - - - 3B 0.0 HOSE STREAM 29.4 5.0 3 0.5 - - - - 28.3 - - - 4 3.5 - - - - 26.2 - - - '5 10.5 - - - - 19.2 - - - 6 10.5 - - - - 17.7 - - - 6A 10.0 K= 4.30 17.5 18.0 7 10.5 - - - 18.0 - - - 7A 10.0 - - - - 18.2 - - - 8A 10.0 - - - - 18.2 - - - r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page DATE: 1/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 ONE HEAD CALC -M. BATHROOM 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 23.0 0.995 PL 25.00 PF 4.9 1 0.0 SRCE 48.9 (N/A) 9.5 150 FTG TG PE 0.0 2 0.0 0.0 44.0 0.0 0.144 TL 34.00 PV" Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 44.0 0.0 13.0 psi, 23.0 gpm 2A 0.0 0.0 31.0 0.0 Pipe: 3 23.0 1.590 PL 30.00 PF 0.5 2A 0.0 0.0 31.0 0.0 3.7 150 FTG 2L PE 0.0 3A 0.0 0.0 30.4 0.0 0.015 TL 36.00 PV Pipe: 6 23.0 1.505 PL 10.00 PF 1.0 3A 0.0 0.0 30.4 0.0 4.1 150 FTG E2TC PE 0.0 3B 0.0 H.S. 29.4 5.0 0.019 TL 54.00 PV Pipe: 6A 18.0 1.101 PL 3.00 PF 0.8 3B 0.0 H.S. 29.4 5.0 6.1 150 FTG ET PE -0.2 3 0.5 0.0 28.3 0.0 0.056 TL 15.00 PV Pipe: 7 18.0 1.049 PL 3.00 PF 0.9 3 0.5 0.0 28.3 0.0 6.7 120 FTG C PE -1.3 4 3.5 0.0 26.2 0.0 0.107 TL 8.00 PV Pipe: 8 18.0 1.101 PL 34.00 PF 4.0 4 3.5 0.0 26.2 0.0 6.1 150 FTG 4E9R PE -3.0 5 10.5 0.0 19.2 0.0 0.056 TL 71.00 PV Pipe: 9 12.1 1.101 PL 31.50 PF 1.5 5 10.5 0.0 19.2 0.0 4.1 150 FTG .2ET6R PE 0.0 6 10.5 0.0 17.7 0.0 0.027 TL 56.50 PV Pipe: 10 18.0 1.101 PL 0.50 PF 0.4 6 10.5 0.0 17.7 0.0 6.1 150 FTG TR PE 0.2 6A 10.0 4.3 17.5 18.0 0.056 TL 6.50 PV Pipe: 11 -5.9 1.101 PL 32.00 PF 0.3 10.5 0.0 17.7 0.0 2.0 150 FTG T3R PE 0.0 7 10.5 0.0 18.0 0.0 0.007 TL 40.00 PV Pipe: 12 0.0 1.101 PL 2.50 PF 0.0 7 10.5 0.0 18.0 0.0 0.0 150 FTG ETR PE 0.2 7A 10.0 0.0 18.2 0.0 0.000 TL 15.50 PV Pipe: 13 0.0 1.101 PL 10.00 PF 0.0 7 10.5 0.0 18.0 0.0 0.0 150 FTG ER PE 0.2 8A 10.0 0.0 18.2 0.0 0.000 TL 18.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 ONE HEAD CALC -M. BATHROOM 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: 14 -5.9 1.101 PL 104.00 PF 1.2 7 10.5 0.0 18.0 0.0 2.0 150 FTG 6E5TR PE 0.0 5 10.5 0.0 19.2 0.0 0.007 TL 172.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) 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 0.005 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.5 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4" DATE: 1/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 ONE HEAD CALC -M. BATHROOM PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.505 6.00 12.00 3.00 14.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 ONE HEAD CALC -M. BATHROOM WATER SUPPLY ANALYSIS + Static: 86.40 psi Resid: 64.80 psi Flow: 500.0 gpm 100.0 1 80.0 G A U G E 60.0 P R 2 E S .40.0 S U R E ( 20.0 p- s • i ) 0.0 -14.7 • f LEGEND Available pressure 86.33 psi @ 23.0 gpm Required pressure 48.87 psi @ 23.0 gpm A."Source Supply Curve B. System Demand Curve 4 200300 400 500 -'600 700 . 800 900 1000 . FLOW (GPM) r 7, SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 ONE HEAD CALC -M. BATHROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 86.4 64.8 100.0 85.0 23.0 54.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 23.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 18.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 54.8 23.0 2 0.0 - - - - 46.3 - - - 2A 0.0 - - - - 33.3 - - - 3A 0.0 - - - - 30.4 - - - 3B 0.0 HOSE STREAM 29.4 5.0 3 0.5 - - - - 28.3 - - 4 3.5 - - - - 26.2 - - - 5 10.5 - - - - 19.2 - - - 6 10.5 - - - - 17.7 - - - 6A 10.0 K= 4.30 17.5 18.0 7 10.5 - - - - 18.0 - - - 7A 10.0 - - - - 18.2 - - - 8A 10.0 - - - - 18.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 ONE HEAD CALC -M. BATHROOM 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 23.0 0.995 PL 50.00 PF 8.5 1 0.0 SRCE 54.8 (N/A) 9.5 150 FTG TG PE 0.0 2 0.0 0.0 46.3 0.0 0.144 TL 59.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 46.3 0.0 13.0 psi, 23.0 gpm 2A 0.0 0.0 33.3 0.0 Pipe: 3 23.0 1.590 PL 155.00 PF 2.9 2A 0.0 0.0 33.3 0.0 3.7 150 FTG 2E9L PE 0.0 3A 0.0 0.0 30.4 0.0 0.015 TL 194.00 PV Pipe: 6 23.0 1.505 PL 10.00 PF 1.0 3A 0.0 0.0 30.4 0.0 4.1 150 FTG E2TC PE 0.0 3B 0.0 H.S. 29.4 5.0 0.019 TL 54.00 PV Pipe: 6A 18.0 1.101 PL 3.00 PF 0.8 3B 0.0 H.S. 29.4 5.0 6.1 150 FTG ET PE -0.2 3 0.5 0.0 28.3 0.0 0.056 TL 15.00 PV Pipe: 7 18.0 1.049 PL 3.00 PF 0.9 3 0.5 0.0 28.3 0.0 6.7 120 FTG C PE -1.3 4 3.5 0.0 26.2 0.0 0.107 TL 8.00 PV Pipe: 8 18.0 1.101 PL 34.00 PF 4.0 4 3.5 0.0 26.2 0.0 6.1 150 FTG 4E9R PE -3.0 5 10.5 0.0 19.2 0.0 0.056 TL 71.00 PV Pipe: 9 12.1 1.101 PL 31.50 PF 1.5 5 10.5 0.0 19.2 0.0 4.1 150 FTG 2ET6R PE 0.0 ` 6 10.5 0.0 17.7 0.0 0.027 TL 56.50 PV Pipe: 10 18.0 1.101 PL 0.50 PF 0.4 6 10.5 0.0 17.7 0.0 6.1 150 FTG TR PE 0.2 6A 10.0 4.3 17.5 18.0 0.056 TL 6.50 PV Pipe: 11 -5.9 1.101 PL 32.00 PF 0.3 6 10.5 0.0 17.7 0.0 2.0 150 FTG T3R PE 0.0 7 10.5 0.0 18.0 0.0 0'.007 TL 40.00 PV Pipe: 12 0.0 1.101 PL 2.50 PF 0.0 7 10.5 0.0 18.0 0.0 0.0 150 FTG ETR PE '0.2 7A 10.0 0.0 18.2 0.0 0.000 TL 15.50 PV Pipe: 13 0.0 1.101 PL 10.00 PF 0.0 7 10.5 0.0 18.0 0.0 0.0 150 FTG ER PE 0.2 8A 10.0 0.0 18.2 0.0 0.000 TL 18.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 ONE HEAD CALC -M. BATHROOM 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: 14 -5.9 1.101 PL 104.00 PF 1.2 7 10.5 0.0 18.0 0.0 2.0 150 FTG 6E5TR PE 0.0 5 10.5 0.0 19.2 0.0 0.007 TL 172.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) 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.0.004 gpm. (3) Total pressure at'each node is used in balancing the system. Maximum water velocity is 9.5 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting'Lengths in Feet (in) E T L C B G A D' Ell Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell . Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 y SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 ONE HEAD CALC -M. BATHROOM PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter, Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.505 6.00 12.00 3.00 14.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter,• Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell. Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 ONE HEAD CALC -M. BATHROOM ` WATER SUPPLY ANALYSIS Static: 86.40 psi Resid: 64.80,psi Flow: 100.0 gpm 100.0 t` 80.0 G. ;A U G E 60.0 2 P• R E S 40.0 S ` U R ' E . ( 20.0 P s i 0.0 -14.7 LEGEND Available pressure 84.98 psi @ 23.0 gpm Required pressure 54.80 psi @ 23.O gpm A. Source Supply Curve , B. System Demand Curve ,4 200300 400 500 600 - 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 TWO HEAD-CALC -GREAT ROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 86.4 64.8 100.0 83.9 31.1 63.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 63.7 31.1 2 0.0 - - - - 48.9 - - - 2A 0.0 - - - - 35.9 - - - 3A 0.0 - - - - 30.9 - - - 3B 0.0 HOSE STREAM 29.1 5.0 3 0.5- 4 3.5 - - - - 24.3 - - - 5 10.5 - - - - 13.3 - - - 6 10.5 - - - - 11.1 - - - 6A 10.0 - - - - 11.3 - - - 7 10.5' - - - - 9.5 - - - 7A 10.0 K= 4.30 9.2 13.1 8A z 10.0 K= 4.30 9.1 13.0 f SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB,TITLE: MANDARINA PLAN 2 TWO HEAD CALC -GREAT ROOM 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 31.1 0.995 PL 50.00 PF 14.8 1 0.,0 SRCE 63.7 (N/A) 12.8 150 FTG TG PE 0.0 2 0.0 0.0 48.9 0.0 0.251 TL 59.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 48.9 0.0 13.0 psi, 31.0 gpm 2A 0.0 0.0 35.9 0.0 Pipe: 3 31.0 1.590 PL 155.00 PF 5.0 2A 0.0 0.0 35.9 0.0 5.0 150 FTG. 2E9L PE 0.0 3A 0.0 0.0 30.9 0.0 0.026 TL 194.00 PV Pipe: 6 31.0 1.505 PL 10.00 PF 1.8 3A 0.0 0.0 30.9 0.0 5.6 150 FTG E2TC PE 0.0 3B 0.0 H.S. 29.1 5.0 0.033 TL 54.00 PV Pipe: 6A 26.0 1.101 PL 3.00 PF 1.7 3B 0.0 H.S. 29.1 5.0 8.8 150 FTG ET PE -0.2 .3 0.5 0.0 .27.31 0.0 0.111 TL 15.00 PV Pipe: 7 26.0 1,049 PL 3.00 PF 1.7 3 0.5 0A 27.3 0.0 9.7 120 FTG C PE -1.3 4 3.5 0.0 24.3 0.0 0.212 TL 8.00 PV Pipe: 8 26.0 1.101 PL 34.00 PF 7.9 4 3.5 0.0 24.3 0.0 8.8 150 FTG 4E9R PE -3.6 5. 10.5 0.0 13.3 0,0 0.111 TL 71.00 PV Pipe: 9 15.0 1.101 PL 31.50 PF 2.3 5 10.5 0.0 13.3 0.0 5.1 150 FTG 2ET6R PE 0.0 6 10.5 0.0 11.1 0.0 0.040 TL 56.50 PV Pipe: 10 0.0 1.101 PL 0.50 PF 0.0 6 10.5 0.0 .11.1 0.0 0.0 150 FTG TR PE 0.2 6A 10.0 0.0 11.3 0.0 0.000 TL 6.50 PV Pipe: 11 15.0 1.101 PL 32.00 PF 1.6 6 10.5 0.'0 11.1 0.0 5.1 150 FTG T3R PE 0.0 7 10.5 0.0 9.5 0.0 0.040 TL 40.00 PV Pipe: 12 13.1 1.101 PL 2.50 PF 0.5 7 10.5, 0.0 9.5 0.0 4.4 150 FTG ETR PE 0.2 7A 10.0 4.3 9.2 13.1 0.031 TL 15.50 PV Pipe: 13 13.0 1.101 PL 10.00 PF 0.6 7 10.5 0.0 9..5 0.0 4.4 150 FTG ER PE 0.2 8A 10.0 4.3 9.1 13.0 0.031 TL 18.00 PV �y: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 TWO HEAD CALC -GREAT ROOM 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: 14 -11.0 1.101 PL 104.00 PF 3.9 7 10.5 0.0 9.5 0.0 3.7 150 FTG 6E5TR PE 0.0 5 10.5 0.0 13.3 0.0 0.023 TL 172.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) 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 0.022 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically'transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter I Equivalent Fitting Lengths in Feet (in) E T. L C B G A D Ell Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGE: H -MATERIAL: CPVC HWC: 150 Diameter. Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 TWO HEAD CALC -GREAT ROOM PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.505 6.00 12.00 3.00 14.00 , 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee i.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/23/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\C4713-P2.SDF JOB TITLE: MANDARINA PLAN 2 TWO HEAD CALC -GREAT ROOM WATER SUPPLY ANALYSIS Static: 86.40 psi Resid: 64.80 psi Flow: 100.0 gpm 100.1 1 80.( G A U G 2 E 60.0 P R E S 40.0 S U R E ( 20.0 p s i 0.0 -14.7 r LEGEND` 1 Available pressure 83.92 psi @ 31.1 gpm Z / Required pressure 63.74 psi @ 31.1 gpm A. Source Supply Curve B. System Demand Curve 200300 400 500 600 700 800 900 1000 FLOW (GPM)