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RAMSHORN Calculation
HRS SYSTEMS, INC 4792 LAVISTA ROAD TUCKER, GA 30084 HYDRAULIC CALCULATIONS FOR RAMSHORN CONDIMINIUMS 416 VAIL VALLEY DRIVE VAIL, CO DRAWING NUMBER: FP6 DATE: MAR 12, 2010 -DESIGN DATAREMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: CORRIDOR OCCUPANCY CLASSIFICATION: LIGHT HAZARD (CORRIDOR) DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 335 sq. ft. COVERAGE PER SPRINKLER: sq. ft. TYPE OF SPRINKLERS CALCULATED: VIKING VK462 5.6K QR CONC. PENDENTS NUMBER OF SPRINKLERS CALCULATED: 6 *IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 195.9 gpm FLOW AND PRESSURE (AT BASE OF RISER): 95.9 gpm @54.5 psi TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY Source: PUBLIC WATER MAIN Test Date: Test By: Location: Static: 130 psi Residual: 125 psi Flow: 3415 psi Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E 76TH AVE #12, COMMERCE CITY, CO 80022 Phone: (303)288-3901 Certification number: 008 NAME OF DESIGNER: TOM SELLARS AUTHORITY HAVING JURISDICTION: VAIL FIRE NOTES: Calculations performed by HASS 7.9 under license # 16070888 , granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #1.SDF JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @PRESS. @DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 130.0 125.0 3415.0 130.0 195.9 55.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 195.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 95.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 53.3 K= 5.60 7.0 14.8 2 54.3 ----6.8 ---3 53.3 K= 5.60 7.3 15.2 4 54.3 ----7.4 ---4A 54.3 ----8.3 ---5 53.3 K= 5.60 8.0 15.9 6 54.3 ----8.3 ---7 53.3 K= 5.60 8.2 16.1 8 54.3 ----8.5 ---9 53.3 K= 5.60 8.9 16.7 10 54.3 ----9.3 ---11 53.3 K= 5.60 9.4 17.2 12 54.3 ----9.9 ---13 54.3 ----11.3 ---14 54.3 ----12.6 ---15 42.9 ----18.7 ---16 42.9 ----19.1 ---17 29.0 ----26.3 ---18 29.0 ----26.7 ---19 17.8 ----31.7 ---20 17.8 ----32.8 ---21 9.0 ----36.9 ---22 9.0 ----37.7 ---TOR 9.0 ----37.9 ---BFD 3.0 ----40.6 ---BFS 3.0 ----53.6 ---BOR 1.0 ----54.5 ---UG1 1.0 ----54.7 ---SOURCE 0.0 SOURCE 55.3 95.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #1.SDF JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR 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 -14.8 1.083 PL 1.00 PF 0.2 1 53.3 5.6 7.0 14.8 5.2 120 FTG E PE -0.4 2 54.3 0.0 6.8 0.0 0.064 TL 3.34 PV Pipe: 2 -14.8 1.083 PL 9.33 PF 0.6 2 54.3 0.0 6.8 0.0 5.2 120 FTG ----PE 0.0 4 54.3 0.0 7.4 0.0 0.064 TL 9.33 PV Pipe: 3 -15.2 1.083 PL 1.00 PF 0.5 3 53.3 5.6 7.3 15.2 5.3 120 FTG T PE -0.4 4 54.3 0.0 7.4 0.0 0.067 TL 6.84 PV Pipe: 4 -30.0 1.418 PL 7.83 PF 0.9 4 54.3 0.0 7.4 0.0 6.1 120 FTG T PE 0.0 4A 54.3 0.0 8.3 0.0 0.063 TL 14.68 PV Pipe: 5 -30.0 2.203 PL 5.66 PF 0.0 4A 54.3 0.0 8.3 0.0 2.5 120 FTG ----PE 0.0 6 54.3 0.0 8.3 0.0 0.007 TL 5.66 PV Pipe: 6 -15.9 1.083 PL 1.83 PF 0.7 5 53.3 5.6 8.0 15.9 5.5 120 FTG ET PE -0.4 6 54.3 0.0 8.3 0.0 0.073 TL 10.01 PV Pipe: 7 -45.9 2.203 PL 12.50 PF 0.2 6 54.3 0.0 8.3 0.0 3.9 120 FTG ----PE 0.0 8 54.3 0.0 8.5 0.0 0.016 TL 12.50 PV Pipe: 8 -16.1 1.083 PL 1.83 PF 0.7 7 53.3 5.6 8.2 16.1 5.6 120 FTG ET PE -0.4 8 54.3 0.0 8.5 0.0 0.074 TL 10.01 PV Pipe: 9 -61.9 2.203 PL 15.17 PF 0.7 8 54.3 0.0 8.5 0.0 5.2 120 FTG 2E PE 0.0 10 54.3 0.0 9.3 0.0 0.028 TL 26.05 PV Pipe: 10 -16.7 1.083 PL 1.83 PF 0.8 9 53.3 5.6 8.9 16.7 5.8 120 FTG ET PE -0.4 10 54.3 0.0 9.3 0.0 0.080 TL 10.01 PV Pipe: 11 -78.7 2.203 PL 13.00 PF 0.6 10 54.3 0.0 9.3 0.0 6.6 120 FTG ----PE 0.0 12 54.3 0.0 9.9 0.0 0.044 TL 13.00 PV Pipe: 12 -17.2 1.083 PL 1.83 PF 0.8 11 53.3 5.6 9.4 17.2 6.0 120 FTG ET PE -0.4 12 54.3 0.0 9.9 0.0 0.084 TL 10.01 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #1.SDF JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR 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: 13 -95.9 2.203 PL 6.41 PF 1.4 12 54.3 0.0 9.9 0.0 8.1 120 FTG 2ET PE 0.0 13 54.3 0.0 11.3 0.0 0.064 TL 22.73 PV Pipe: 14 -95.9 2.203 PL 4.50 PF 1.3 13 54.3 0.0 11.3 0.0 8.1 120 FTG 3E PE 0.0 14 54.3 0.0 12.6 0.0 0.064 TL 20.82 PV Pipe: 15 -95.9 2.203 PL 11.42 PF 1.1 14 54.3 0.0 12.6 0.0 8.1 120 FTG E PE 4.9 15 42.9 0.0 18.7 0.0 0.064 TL 16.86 PV Pipe: 16 -95.9 2.203 PL 1.33 PF 0.4 15 42.9 0.0 18.7 0.0 8.1 120 FTG E PE 0.0 16 42.9 0.0 19.1 0.0 0.064 TL 6.77 PV Pipe: 17 -95.9 2.203 PL 13.91 PF 1.2 16 42.9 0.0 19.1 0.0 8.1 120 FTG E PE 6.0 17 29.0 0.0 26.3 0.0 0.064 TL 19.35 PV Pipe: 18 -95.9 3.340 PL 17.75 PF 0.3 17 29.0 0.0 26.3 0.0 3.5 120 FTG 2E PE 0.0 18 29.0 0.0 26.7 0.0 0.008 TL 38.93 PV Pipe: 19 -95.9 3.340 PL 11.25 PF 0.2 18 29.0 0.0 26.7 0.0 3.5 120 FTG E PE 4.8 19 17.8 0.0 31.7 0.0 0.008 TL 21.84 PV Pipe: 20 -95.9 3.340 PL 73.40 PF 1.1 19 17.8 0.0 31.7 0.0 3.5 120 FTG 6E PE 0.0 20 17.8 0.0 32.8 0.0 0.008 TL 136.94 PV Pipe: 21 -95.9 3.340 PL 14.00 PF 0.2 20 17.8 0.0 32.8 0.0 3.5 120 FTG E PE 3.8 21 9.0 0.0 36.9 0.0 0.008 TL 24.59 PV Pipe: 22 -95.9 3.340 PL 60.24 PF 0.9 21 9.0 0.0 36.9 0.0 3.5 120 FTG 4E PE 0.0 22 9.0 0.0 37.7 0.0 0.008 TL 102.60 PV Pipe: 23 -95.9 3.340 PL 12.16 PF 0.2 22 9.0 0.0 37.7 0.0 3.5 120 FTG E PE 0.0 TOR 9.0 0.0 37.9 0.0 0.008 TL 22.75 PV Pipe: 24 -95.9 4.310 PL 7.00 PF 0.0 TOR 9.0 0.0 37.9 0.0 2.1 120 FTG ----PE 2.6 BFD 3.0 0.0 40.6 0.0 0.002 TL 7.00 PV Pipe: 25 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 53.6 0.0 13.0 psi, 95.9 gpm BFD 3.0 0.0 40.6 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #1.SDF JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR 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: 26 -95.9 4.220 PL 2.00 PF 0.0 BFS 3.0 0.0 53.6 0.0 2.2 140 FTG E PE 0.9 BOR 1.0 0.0 54.5 0.0 0.002 TL 19.00 PV Pipe: 26A -95.9 4.220 PL 42.00 PF 0.3 BOR 1.0 0.0 54.5 0.0 2.2 140 FTG 4ET PE 0.0 UG1 1.0 0.0 54.7 0.0 0.002 TL 144.00 PV Pipe: 27 -95.9 6.280 PL 224.00 PF 0.1 UG1 1.0 0.0 54.7 0.0 1.0 140 FTG 5E PE 0.4 SOURCE 0.0 SRCE 55.3 (N/A) 0.000 TL 334.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16070888 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (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 0.055 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.1 ft/sec at pipe 17. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 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 1.083 2.34 5.84 2.34 5.84 7.01 1.17 11.68 11.68 5.84 1.418 3.42 6.85 2.28 7.99 6.85 1.14 11.41 11.41 6.85 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #1.SDF JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR PAGE: F MATERIAL: Eddy HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee 2.203 5.44 5.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.340 10.59 22.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.310 12.55 12.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #1.SDF JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR WATER SUPPLY ANALYSIS Static: 130.00 psi Resid: 125.00 psi Flow: 3415.0 gpm -14.7 0.0 28.0 56.0 84.0 112.0 140.0 800 1200 1600 2000 2400 2800 3200 3600 4000 GAUGE PRESSURE (psi) A 12 B LEGEND 1 Available pressure 129.97 psi @195.9 gpm 2 Required pressure 55.28 psi @195.9 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #1.SDF JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR WATER SUPPLY CURVE 132+ 0\\\\\\\\\\\\\\\\\\\\\\\\ | \\\\\\\\\\\\\\\\\\\\\\\\ | 125.0 psi @3415 gpm-> * 121+ Flow Test Point | | | 110+ | | | 99+ | | | P 88+ R | E | S | S 77+ U | R | E | 66+ ( | P | S | I 55X ) | | | 44+ | | | 33+ | | |============================== 22+ LEGEND " | " | X = Required Water Supply " | 55.28 psi @195.9 gpm " 11+ " | 0 = Available Water Supply " | 129.97 psi @195.9 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HRS SYSTEMS, INC 4792 LAVISTA ROAD TUCKER, GA 30084 HYDRAULIC CALCULATIONS FOR RAMSHORN CONDIMINIUMS 416 VAIL VALLEY DRIVE VAIL, CO DRAWING NUMBER: FP1 DATE: MAR 12, 2010 -DESIGN DATAREMOTE AREA NUMBER: 2 REMOTE AREA LOCATION: EMPLOYEE HOUSING BDRMS OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 335 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. TYPE OF SPRINKLERS CALCULATED: VIKING VK456 4.9K RES. CONC. PENDENTS NUMBER OF SPRINKLERS CALCULATED: 4 *IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 207.1 gpm FLOW AND PRESSURE (AT BASE OF RISER): 107.1 gpm @65.6 psi TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: PUBLIC WATER MAIN Test Date: Test By: Location: Static: 130 psi Residual: 125 psi Flow: 3415 psi Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E 76TH AVE #12, COMMERCE CITY, CO 80022 Phone: (303)288-3901 Certification number: 008 NAME OF DESIGNER: TOM SELLARS AUTHORITY HAVING JURISDICTION: VAIL FIRE NOTES: Calculations performed by HASS 7.9 under license # 16070888 , granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #2.SDF JOB TITLE: RAMSHORN REMOTE AREA #2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @PRESS. @DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 130.0 125.0 3415.0 130.0 207.1 66.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 207.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 107.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 23 3.8 K= 4.90 28.9 26.3 24 4.8 ----29.9 ---25 3.8 K= 4.90 32.1 27.8 26 4.8 ----32.3 ---27 3.8 K= 4.90 31.2 27.4 28 4.8 ----33.5 ---29 3.8 K= 4.90 27.3 25.6 30 4.8 ----28.5 ---31 4.8 ----33.8 ---32 4.8 ----34.0 ---33 4.8 ----47.4 ---33A 4.8 ----48.5 ---33B 4.8 ----48.5 ---35 9.0 ----48.6 ---40 9.0 ----47.0 ---57 9.0 ----47.9 ---TOR 9.0 ----49.1 ---BFD 3.0 ----51.7 ---BFS 3.0 ----64.7 ---BOR 1.0 ----65.6 ----UG1 1.0 ----66.0 ---SOURCE 0.0 SOURCE 66.5 107.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #2.SDF JOB TITLE: RAMSHORN REMOTE AREA #2 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 -26.3 0.811 PL 1.00 PF 1.5 23 3.8 4.9 28.9 26.3 16.3 150 FTG E PE -0.4 24 4.8 0.0 29.9 0.0 0.501 TL 3.00 PV Pipe: 2 -26.3 1.055 PL 16.75 PF 3.9 24 4.8 0.0 29.9 0.0 9.7 150 FTG ET PE 0.0 31 4.8 0.0 33.8 0.0 0.139 TL 27.75 PV Pipe: 3 -27.8 1.055 PL 1.00 PF 0.6 25 3.8 4.9 32.1 27.8 10.2 150 FTG E PE -0.4 26 4.8 0.0 32.3 0.0 0.154 TL 4.00 PV Pipe: 4 -27.8 1.055 PL 8.00 PF 1.2 26 4.8 0.0 32.3 0.0 10.2 150 FTG ----PE 0.0 28 4.8 0.0 33.5 0.0 0.154 TL 8.00 PV Pipe: 5 -27.4 0.811 PL 1.00 PF 2.7 27 3.8 4.9 31.2 27.4 17.0 150 FTG T PE -0.4 28 4.8 0.0 33.5 0.0 0.539 TL 5.00 PV Pipe: 6 -55.2 1.291 PL 1.33 PF 0.3 28 4.8 0.0 33.5 0.0 13.5 150 FTG ----PE 0.0 31 4.8 0.0 33.8 0.0 0.205 TL 1.33 PV Pipe: 7 -25.6 1.055 PL 4.08 PF 1.6 29 3.8 4.9 27.3 25.6 9.4 150 FTG T PE -0.4 30 4.8 0.0 28.5 0.0 0.132 TL 12.08 PV Pipe: 8 -25.6 0.811 PL 7.58 PF 5.5 30 4.8 0.0 28.5 0.0 15.9 150 FTG T PE 0.0 32 4.8 0.0 34.0 0.0 0.476 TL 11.58 PV Pipe: 9 -81.5 1.527 PL 1.00 PF 0.2 31 4.8 0.0 33.8 0.0 14.3 150 FTG ----PE 0.0 32 4.8 0.0 34.0 0.0 0.186 TL 1.00 PV Pipe: 10 -107.1 1.527 PL 25.42 PF 13.4 32 4.8 0.0 34.0 0.0 18.8 150 FTG 2T PE 0.0 33 4.8 0.0 47.4 0.0 0.308 TL 43.42 PV Pipe: 11 -107.1 2.009 PL 13.66 PF 1.1 33 4.8 0.0 47.4 0.0 10.8 150 FTG ----PE 0.0 33A 4.8 0.0 48.5 0.0 0.081 TL 13.66 PV Pipe: 12 0.0 2.123 PL 1.42 PF 0.0 33A 4.8 0.0 48.5 0.0 0.0 120 FTG ----PE 0.0 33B 4.8 0.0 48.5 0.0 0.000 TL 1.42 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #2.SDF JOB TITLE: RAMSHORN REMOTE AREA #2 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: 13 -107.1 3.340 PL 11.58 PF 0.4 33A 4.8 0.0 48.5 0.0 3.9 120 FTG T PE -1.8 40 9.0 0.0 47.0 0.0 0.010 TL 34.27 PV Pipe: 14 -107.1 3.340 PL 28.42 PF 0.9 40 9.0 0.0 47.0 0.0 3.9 120 FTG E2T PE 0.0 57 9.0 0.0 47.9 0.0 0.010 TL 84.39 PV Pipe: 15 -107.1 3.340 PL 13.58 PF 0.7 57 9.0 0.0 47.9 0.0 3.9 120 FTG 3ET PE 0.0 35 9.0 0.0 48.6 0.0 0.010 TL 68.04 PV Pipe: 16 -107.1 3.340 PL 3.58 PF 0.5 35 9.0 0.0 48.6 0.0 3.9 120 FTG 2ET PE 0.0 TOR 9.0 0.0 49.1 0.0 0.010 TL 47.45 PV Pipe: 17 -107.1 4.310 PL 7.00 PF 0.0 TOR 9.0 0.0 49.1 0.0 2.4 120 FTG ----PE 2.6 BFD 3.0 0.0 51.7 0.0 0.003 TL 7.00 PV Pipe: 18 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 64.7 0.0 13.0 psi, 107.1 gpm BFD 3.0 0.0 51.7 0.0 Pipe: 19 -107.1 4.310 PL 2.00 PF 0.0 BFS 3.0 0.0 64.7 0.0 2.4 120 FTG E PE 0.9 BOR 1.0 0.0 65.6 0.0 0.003 TL 14.55 PV Pipe: 20 -107.1 4.220 PL 42.00 PF 0.4 BOR 1.0 0.0 65.6 0.0 2.5 140 FTG 4ET PE 0.0 UG1 1.0 0.0 66.0 0.0 0.002 TL 144.00 PV Pipe: 21 -107.1 6.280 PL 224.00 PF 0.1 UG1 1.0 0.0 66.0 0.0 1.1 140 FTG 5E PE 0.4 SOURCE 0.0 SRCE 66.5 (N/A) 0.000 TL 334.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16070888 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.080 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18.8 ft/sec at pipe 10. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #2.SDF JOB TITLE: RAMSHORN REMOTE AREA #2 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 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 2.123 5.70 11.39 3.42 12.53 6.83 1.14 11.39 11.39 11.39 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: F MATERIAL: Eddy HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee 3.340 10.59 22.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.310 12.55 12.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Ell Tee 45-Ell TeeRun Couplg SwgChk GatVlv NPTee 0.811 2.00 4.00 0.00 1.00 0.00 0.00 0.00 4.00 1.055 3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00 1.291 3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00 1.527 5.00 9.00 2.00 3.00 0.50 11.00 0.00 9.00 2.009 7.00 13.00 3.00 5.00 0.50 14.00 1.00 13.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #2.SDF JOB TITLE: RAMSHORN REMOTE AREA #2 WATER SUPPLY ANALYSIS Static: 130.00 psi Resid: 125.00 psi Flow: 3415.0 gpm -14.7 0.0 28.0 56.0 84.0 112.0 140.0 800 1200 1600 2000 2400 2800 3200 3600 4000 GAUGE PRESSURE (psi) A 12 B LEGEND 1 Available pressure 129.97 psi @207.1 gpm 2 Required pressure 66.51 psi @207.1 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #2.SDF JOB TITLE: RAMSHORN REMOTE AREA #2 WATER SUPPLY CURVE 132+ 0\\\\\\\\\\\\\\\\\\\\\\ \\ | \\\\\\\\\\\\\\\\\\\\\\\\ | 125.0 psi @3415 gpm-> * 121+ Flow Test Point | | | 110+ | | | 99+ | | | P 88+ R | E | S | S 77+ U | R | E | 66X ( | P | S | I 55+ ) | | | 44+ | | | 33+ | | |============================== 22+ LEGEND " | " | X = Required Water Supply " | 66.51 psi @207.1 gpm " 11+ " | 0 = Available Water Supply " | 129.97 psi @207.1 gpm " | " 0++-+---+----+-----+---- --+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HRS SYSTEMS, INC 4792 LAVISTA ROAD TUCKER, GA 30084 HYDRAULIC CALCULATIONS FOR RAMSHORN CONDIMINIUMS 416 VAIL VALLEY DRIVE VAIL, CO DRAWING NUMBER: FP2 DATE: MAR 12, 2010 -DESIGN DATAREMOTE AREA NUMBER: 3 REMOTE AREA LOCATION: EAST BASEMENT OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .2 gpm/sq. ft. AREA OF APPLICATION: 1543 sq. ft. COVERAGE PER SPRINKLER: 156 sq. ft. TYPE OF SPRINKLERS CALCULATED: VIKING VK462 5.6K QR CONC. PEND. NUMBER OF SPRINKLERS CALCULATED: 20 *IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 718.7 gpm FLOW AND PRESSURE (AT BASE OF RISER): 618.7 gpm @69.3 psi TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: PUBLIC WATER Test Date: Test By: Location: Static: 130 psi Residual: 125 psi Flow: 3415 psi Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E 76TH AVE #12, COMMERCE CITY, CO 80022 Phone: (303)288-3901 Certification number: 008 NAME OF DESIGNER: TOM SELLARS AUTHORITY HAVING JURISDICTION: VAIL FIRE NOTES: Calculations performed by HASS 7.9 under license # 16070888 , granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF JOB TITLE: RAMSHORN REMOTE AREA #3 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @PRESS. @DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 130.0 125.0 3415.0 129.7 718.7 82.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 718.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 618.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 10.0 ----45.7 ---36 9.0 K= 5.60 30.6 31.0 37 9.0 K= 5.60 32.6 32.0 38 10.0 ----34.0 ---39 10.0 ----36.0 ---40 10.0 ----36.1 ---41 9.0 K= 5.60 34.2 32.7 42 10.0 ----36.1 ---43 10.0 ----36.4 ---44 9.0 K= 5.60 34.6 33.0 45 10.0 ----36.1 ---46 9.0 K= 5.60 34.9 33.1 47 10.0 ----36.4 ---48 9.0 K= 5.60 24.2 27.6 49 10.0 ----24.5 ---50 9.0 K= 5.60 25.8 28.5 51 10.0 ----26.9 ---52 9.0 K= 5.60 27.1 29.1 53 10.0 -----28.2 ---54 10.0 ----36.5 ---55 9.0 K= 5.60 35.1 33.2 56 10.0 ----36.6 ---57 10.0 ----41.4 ---58 9.0 K= 5.60 38.6 34.8 59 10.0 ----43.1 ---60 9.0 K= 5.60 42.0 36.3 61 9.0 K= 5.60 40.5 35.6 62 10.0 ----42.3 ---63 10.0 ----40.2 ---64 9.0 K= 5.60 35.0 33.1 65 9.0 K= 5.60 38.0 34.5 66 10.0 ----39.6 ---67 9.0 K= 5.60 36.0 33.6 68 10.0 ----38.6 --- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF JOB TITLE: RAMSHORN REMOTE AREA #3 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 69 9.0 K= 5.60 19.2 24.6 69A 9.0 K= 5.60 21.6 26.0 70 10.0 ----19.3 ---70A 10.0 ----21.8 ---71 9.0 K= 5.60 18.4 24.0 71A 9.0 K= 5.60 23.2 27.0 72 10.0 ----18.5 ---72A 10.0 ----24.1 ---73 10.0 ----30.7 ---73A 9.0 K= 5.60 26.7 28.9 73B 10.0 ----27.0 ---74A 10.0 ----20.0 ---75A 10.0 ----22.6 ---76A 10.0 ----29.1 ---77A 10.0 ----27.9 ---TOR 10.0 ----51.7 ---BFD 3.0 ----55.2 ---BFS 3.0 ----67.2 ---BOR 1.0 ----69.3 ---UG1 1.0 ----78.5 ---SOURCE 0.0 SOURCE 82.0 618.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF JOB TITLE: RAMSHORN REMOTE AREA #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 -31.0 1.083 PL 12.92 PF 3.8 36 9.0 5.6 30.6 31.0 10.8 120 FTG E PE -0.4 38 10.0 0.0 34.0 0.0 0.251 TL 15.26 PV Pipe: 2 -32.0 1.083 PL 1.00 PF 1.8 37 9.0 5.6 32.6 32.0 11.1 120 FTG T PE -0.4 38 10.0 0.0 34.0 0.0 0.266 TL 6.84 PV Pipe: 3 -63.0 1.418 PL 1.08 PF 2.0 38 10.0 0.0 34.0 0.0 12.8 120 FTG T PE 0.0 39 10.0 0.0 36.0 0.0 0.250 TL 7.93 PV Pipe: 4 -63.0 3.340 PL 4.58 PF 0.1 39 10.0 0.0 36.0 0.0 2.3 120 FTG T PE 0.0 40 10.0 0.0 36.1 0.0 0.004 TL 27.27 PV Pipe: 5 -63.0 3.340 PL 3.42 PF 0.0 40 10.0 0.0 36.1 0.0 2.3 120 FTG ----PE 0.0 42 10.0 0.0 36.1 0.0 0.004 TL 3.42 PV Pipe: 6 -32.7 1.083 PL 2.83 PF 2.4 41 9.0 5.6 34.2 32.7 11.4 120 FTG T PE -0.4 42 10.0 0.0 36.1 0.0 0.277 TL 8.67 PV Pipe: 7 -95.7 3.340 PL 6.33 PF 0.2 42 10.0 0.0 36.1 0.0 3.5 120 FTG T PE 0.0 43 10.0 0.0 36.4 0.0 0.008 TL 29.02 PV Pipe: 8 -33.0 1.083 PL 1.00 PF 1.9 44 9.0 5.6 34.6 33.0 11.5 120 FTG T PE -0.4 45 10.0 0.0 36.1 0.0 0.281 TL 6.84 PV Pipe: 9 -33.0 1.418 PL 3.25 PF 0.2 45 10.0 0.0 36.1 0.0 6.7 120 FTG ----PE 0.0 43 10.0 0.0 36.4 0.0 0.076 TL 3.25 PV Pipe: 10 -128.7 3.340 PL 4.16 PF 0.1 43 10.0 0.0 36.4 0.0 4.7 120 FTG ----PE 0.0 47 10.0 0.0 36.4 0.0 0.014 TL 4.16 PV Pipe: 11 -33.1 1.083 PL 1.00 PF 1.9 46 9.0 5.6 34.9 33.1 11.5 120 FTG T PE -0.4 47 10.0 0.0 36.4 0.0 0.283 TL 6.84 PV Pipe: 12 -161.8 3.340 PL 3.75 PF 0.1 47 10.0 0.0 36.4 0.0 5.9 120 FTG ----PE 0.0 54 10.0 0.0 36.5 0.0 0.022 TL 3.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF JOB TITLE: RAMSHORN REMOTE AREA #3 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: 13 -27.6 1.083 PL 1.00 PF 0.7 48 9.0 5.6 24.2 27.6 9.6 120 FTG E PE -0.4 49 10.0 0.0 24.5 0.0 0.202 TL 3.34 PV Pipe: 14 -27.6 1.083 PL 12.00 PF 2.4 49 10.0 0.0 24.5 0.0 9.6 120 FTG ----PE 0.0 51 10.0 0.0 26.9 0.0 0.202 TL 12.00 PV Pipe: 15 -28.5 1.083 PL 1.00 PF 1.5 50 9.0 5.6 25.8 28.5 9.9 120 FTG T PE -0.4 51 10.0 0.0 26.9 0.0 0.214 TL 6.84 PV Pipe: 16 -56.0 1.418 PL 4.33 PF 2.3 51 10.0 0.0 26.9 0.0 11.4 120 FTG T PE 0.0 76A 10.0 0.0 29.1 0.0 0.202 TL 11.18 PV Pipe: 17 -29.1 1.083 PL 1.00 PF 1.5 52 9.0 5.6 27.1 29.1 10.1 120 FTG T PE -0.4 53 10.0 0.0 28.2 0.0 0.223 TL 6.84 PV Pipe: 18 -29.1 1.083 PL 4.33 PF 1.0 53 10.0 0.0 28.2 0.0 10.1 120 FTG ----PE 0.0 76A 10.0 0.0 29.1 0.0 0.223 TL 4.33 PV Pipe: 19 -85.2 1.418 PL 3.66 PF 1.6 76A 10.0 0.0 29.1 0.0 17.3 120 FTG ----PE 0.0 73 10.0 0.0 30.7 0.0 0.437 TL 3.66 PV Pipe: 20 -215.7 2.203 PL 14.83 PF 5.8 73 10.0 0.0 30.7 0.0 18.2 120 FTG T PE 0.0 54 10.0 0.0 36.5 0.0 0.285 TL 20.27 PV Pipe: 21 -24.6 1.083 PL 1.00 PF 0.5 69 9.0 5.6 19.2 24.6 8.6 120 FTG E PE -0.4 70 10.0 0.0 19.3 0.0 0.163 TL 3.34 PV Pipe: 22 -24.6 1.083 PL 4.33 PF 0.7 70 10.0 0.0 19.3 0.0 8.6 120 FTG ----PE 0.0 74A 10.0 0.0 20.0 0.0 0.163 TL 4.33 PV Pipe: 23 -24.0 1.083 PL 1.00 PF 0.5 71 9.0 5.6 18.4 24.0 8.4 120 FTG E PE -0.4 72 10.0 0.0 18.5 0.0 0.156 TL 3.34 PV Pipe: 24 -24.0 1.083 PL 4.33 PF 1.6 72 10.0 0.0 18.5 0.0 8.4 120 FTG T PE 0.0 74A 10.0 0.0 20.0 0.0 0.156 TL 10.17 PV Pipe: 25 -48.6 1.418 PL 9.66 PF 2.6 74A 10.0 0.0 20.0 0.0 9.9 120 FTG T PE 0.0 75A 10.0 0.0 22.6 0.0 0.155 TL 16.51 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF JOB TITLE: RAMSHORN REMOTE AREA #3 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: 26 -26.0 1.083 PL 1.00 PF 0.6 69A 9.0 5.6 21.6 26.0 9.1 120 FTG E PE -0.4 70A 10.0 0.0 21.8 0.0 0.182 TL 3.34 PV Pipe: 27 -26.0 1.083 PL 4.33 PF 0.8 70A 10.0 0.0 21.8 0.0 9.1 120 FTG ----PE 0.0 75A 10.0 0.0 22.6 0.0 0.182 TL 4.33 PV Pipe: 28 -74.6 1.418 PL 4.33 PF 1.5 75A 10.0 0.0 22.6 0.0 15.2 120 FTG ----PE 0.0 72A 10.0 0.0 24.1 0.0 0.342 TL 4.33 PV Pipe: 29 -27.0 1.083 PL 1.00 PF 1.3 71A 9.0 5.6 23.2 27.0 9.4 120 FTG T PE -0.4 72A 10.0 0.0 24.1 0.0 0.194 TL 6.84 PV Pipe: 30 -101.6 1.654 PL 4.33 PF 3.9 72A 10.0 0.0 24.1 0.0 15.2 120 FTG T PE 0.0 77A 10.0 0.0 27.9 0.0 0.286 TL 13.45 PV Pipe: 31 -28.9 1.083 PL 1.00 PF 0.7 73A 9.0 5.6 26.7 28.9 10.1 120 FTG E PE -0.4 73B 10.0 0.0 27.0 0.0 0.220 TL 3.34 PV Pipe: 32 -28.9 1.083 PL 4.33 PF 1.0 73B 10.0 0.0 27.0 0.0 10.1 120 FTG ----PE 0.0 77A 10.0 0.0 27.9 0.0 0.220 TL 4.33 PV Pipe: 33 -130.5 1.654 PL 6.16 PF 2.8 77A 10.0 0.0 27.9 0.0 19.5 120 FTG ----PE 0.0 73 10.0 0.0 30.7 0.0 0.455 TL 6.16 PV Pipe: 34 -377.5 3.340 PL 1.00 PF 0.1 54 10.0 0.0 36.5 0.0 13.8 120 FTG ----PE 0.0 56 10.0 0.0 36.6 0.0 0.106 TL 1.00 PV Pipe: 35 -33.2 1.083 PL 1.00 PF 1.9 55 9.0 5.6 35.1 33.2 11.6 120 FTG T PE -0.4 56 10.0 0.0 36.6 0.0 0.284 TL 6.84 PV Pipe: 36 -410.6 3.340 PL 5.00 PF 4.7 56 10.0 0.0 36.6 0.0 15.0 120 FTG ET PE 0.0 57 10.0 0.0 41.4 0.0 0.124 TL 38.28 PV Pipe: 36A -445.5 3.340 PL 1.33 PF 1.7 57 10.0 0.0 41.4 0.0 16.3 120 FTG E PE 0.0 59 10.0 0.0 43.1 0.0 0.144 TL 11.92 PV Pipe: 36B -34.8 1.083 PL 7.83 PF 3.2 58 9.0 5.6 38.6 34.8 12.1 120 FTG E PE -0.4 57 10.0 0.0 41.4 0.0 0.311 TL 10.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF JOB TITLE: RAMSHORN REMOTE AREA #3 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: 37 -33.6 1.083 PL 2.00 PF 3.0 67 9.0 5.6 36.0 33.6 11.7 120 FTG ET PE -0.4 68 10.0 0.0 38.6 0.0 0.291 TL 10.18 PV Pipe: 38 -33.6 1.418 PL 10.16 PF 1.1 68 10.0 0.0 38.6 0.0 6.8 120 FTG E PE 0.0 66 10.0 0.0 39.6 0.0 0.078 TL 13.58 PV Pipe: 39 -34.5 1.083 PL 1.00 PF 2.1 65 9.0 5.6 38.0 34.5 12.0 120 FTG T PE -0.4 66 10.0 0.0 39.6 0.0 0.305 TL 6.84 PV Pipe: 40 -68.1 1.654 PL 4.33 PF 0.6 66 10.0 0.0 39.6 0.0 10.2 120 FTG ----PE 0.0 63 10.0 0.0 40.2 0.0 0.137 TL 4.33 PV Pipe: 41 -33.1 1.083 PL 11.58 PF 5.6 64 9.0 5.6 35.0 33.1 11.5 120 FTG ET PE -0.4 63 10.0 0.0 40.2 0.0 0.284 TL 19.76 PV Pipe: 42 -101.3 1.654 PL 7.33 PF 2.1 63 10.0 0.0 40.2 0.0 15.1 120 FTG ----PE 0.0 62 10.0 0.0 42.3 0.0 0.285 TL 7.33 PV Pipe: 43 -35.6 1.083 PL 1.00 1.00 PF 2.2 61 9.0 5.6 40.5 35.6 12.4 120 FTG T PE -0.4 62 10.0 0.0 42.3 0.0 0.324 TL 6.84 PV Pipe: 44 -136.9 1.654 PL 1.58 PF 0.8 62 10.0 0.0 42.3 0.0 20.4 120 FTG ----PE 0.0 59 10.0 0.0 43.1 0.0 0.497 TL 1.58 PV Pipe: 45 -36.3 1.083 PL 4.08 PF 4.1 60 9.0 5.6 42.0 36.3 12.6 120 FTG ET PE -0.4 35 10.0 0.0 45.7 0.0 0.335 TL 12.26 PV Pipe: 46 -582.4 3.340 PL 10.92 PF 2.6 59 10.0 0.0 43.1 0.0 21.3 120 FTG ----PE 0.0 35 10.0 0.0 45.7 0.0 0.236 TL 10.92 PV Pipe: 51 -618.7 3.340 PL 12.16 PF 6.0 35 10.0 0.0 45.7 0.0 22.7 120 FTG E PE 0.0 TOR 10.0 0.0 51.7 0.0 0.264 TL 22.75 PV Pipe: 52 -618.7 4.310 PL 7.00 PF 0.5 TOR 10.0 0.0 51.7 0.0 13.6 120 FTG ----PE 3.0 BFD 3.0 0.0 55.2 0.0 0.076 TL 7.00 PV Pipe: 53 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 67.2 0.0 12.0 psi, 618.6 gpm BFD 3.0 0.0 55.2 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF JOB TITLE: RAMSHORN REMOTE AREA #3 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: 54 -618.7 4.220 PL 2.00 PF 1.2 BFS 3.0 0.0 67.2 0.0 14.2 140 FTG E PE 0.9 BOR 1.0 0.0 69.3 0.0 0.064 TL 19.00 PV Pipe: 54A -618.7 4.220 PL 42.00 PF 9.2 BOR 1.0 0.0 69.3 0.0 14.2 140 FTG 4ET PE 0.0 UG1 1.0 0.0 78.5 0.0 0.064 TL 144.00 PV Pipe: 55 -618.7 6.280 PL 224.00 PF 3.1 UG1 1.0 0.0 78.5 0.0 6.4 140 FTG 5E PE 0.4 SOURCE 0.0 SRCE 82.0 (N/A) 0.009 TL 334.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16070888 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (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 0.130 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.7 ft/sec at pipe 51. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 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 1.083 2.34 5.84 2.34 5.84 7.01 1.17 11.68 11.68 5.84 1.418 3.42 6.85 2.28 7.99 6.85 1.14 11.41 11.41 6.85 1.654 4.56 9.12 2.28 10.26 6.84 1.14 11.40 11.40 9.12 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF JOB TITLE: RAMSHORN REMOTE AREA #3 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: F MATERIAL: Eddy HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee 2.203 5.44 5.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.340 10.59 22.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.310 12.55 12.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF JOB TITLE: RAMSHORN REMOTE AREA #3 WATER SUPPLY ANALYSIS Static: 130.00 psi Resid: 125.00 psi Flow: 3415.0 gpm -14.7 0.0 28.0 56.0 84.0 112.0 140.0 800 1200 1600 2000 2400 2800 3200 3600 4000 GAUGE PRESSURE (psi) A 12 B LEGEND 1 Available pressure 129.72 psi @718.7 gpm 2 Required pressure 81.98 psi @718.7 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF JOB TITLE: RAMSHORN REMOTE AREA #3 WATER SUPPLY CURVE 132+ *\\0\\\\\\\\\\\\\\\\\\ \\\ | \\\\\\\\\\\\\\\\\\\\\\\\ | 125.0 psi @3415 gpm-> * 121+ Flow Test Point | | | 110+ | | | 99+ | | | P 88+ R | E | X S | S 77+ U | R | E | 66+ ( | P | S | I 55+ ) | | | 44+ | | | 33+ | | |============================== 22+ LEGEND " | " | X = Required Water Supply " | 81.98 psi @718.7 gpm " 11+ " | 0 = Available Water Supply " | 129.72 psi @718.7 gpm " | " 0++-+---+----+-----+ ------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HRS SYSTEMS, INC 4792 LAVISTA ROAD TUCKER, GA 30084 HYDRAULIC CALCULATIONS FOR RAMSHORN CONDIMINIUMS 416 VAIL VALLEY DRIVE VAIL, CO DRAWING NUMBER: FP3 DATE: MAR 12, 2010 -DESIGN DATAREMOTE AREA NUMBER: 4 REMOTE AREA LOCATION: LOBBY AREA OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY DENSITY: .1 gpm/sq. ft. AREA OF APPLICATION: 955 sq. ft. COVERAGE PER SPRINKLER: 168 sq. ft. TYPE OF SPRINKLERS CALCULATED: VIKING VK462 5.6K QR CONC. PEND. NUMBER OF SPRINKLERS CALCULATED: 12 *IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 388.8 gpm FLOW AND PRESSURE (AT BASE OF RISER): 288.8 gpm @88.9 psi TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: PUBLIC WATER Test Date: Test By: Location: Static: 130 psi Residual: 125 psi Flow: 3415 psi Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E 76TH AVE #12, COMMERCE CITY, CO 80022 Phone: (303)288-3901 Certification number: 008 NAME OF DESIGNER: TOM SELLARS AUTHORITY HAVING JURISDICTION: VAIL FIRE NOTES: Calculations performed by HASS 7.9 under license # 16070888 , granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #4.SDF JOB TITLE: RAMSHORN REMOTE AREA #4 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @PRESS. @DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 130.0 125.0 3415.0 129.9 388.8 92.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 388.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 288.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 20 17.8 ----63.2 ---21 9.0 ----68.6 ---22 9.0 ----73.8 ---74 17.8 K= 5.60 9.0 16.8 75 17.8 K= 5.60 9.4 17.2 76 18.8 ----9.5 ---77 17.8 K= 5.60 11.7 19.1 78 18.8 ----12.9 ---79 17.8 K= 5.60 12.5 19.8 80 18.8 ----13.9 ---81 17.8 K= 5.60 14.0 21.0 82 17.8 K= 5.60 14.8 21.5 83 18.8 ----15.2 ---84 17.8 K= 5.60 16.2 22.5 85 18.8 ----16.6 ---86 18.8 ----17.4 ---87 17.8 K= 5.60 18.3 24.0 88 18.8 ----20.5 ---89 17.8 K= 5.60 20.2 25.2 90 18.8 ----21.4 ---91 17.8 K= 5.60 29.0 30.1 92 18.8 ----30.2 ---93 17.8 K= 5.60 32.4 31.9 94 18.8 ----33.6 ---95 17.8 K= 5.60 50.1 39.6 96 18.8 ----52.2 ---97 18.8 ----52.4 ---98 18.8 ----57.0 ---99 18.8 ----59.4 ---TOR 9.0 ----75.3 ---BFD 3.0 ----78.0 ---BFS 3.0 ----88.0 ---BOR 1.0 ----88.9 ---UG1 1.0 ----91.2 --- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #4.SDF JOB TITLE: RAMSHORN REMOTE AREA #4 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SOURCE 0.0 SOURCE 92.4 288.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #4.SDF JOB TITLE: RAMSHORN REMOTE AREA #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 -16.8 1.083 PL 10.50 PF 0.9 74 17.8 5.6 9.0 16.8 5.9 150 FTG 2E PE -0.4 76 18.8 0.0 9.5 0.0 0.053 TL 17.56 PV Pipe: 2 -17.2 1.083 PL 1.00 PF 0.5 75 17.8 5.6 9.4 17.2 6.0 150 FTG T PE -0.4 76 18.8 0.0 9.5 0.0 0.056 TL 9.83 PV Pipe: 3 -34.0 1.083 PL 8.42 PF 3.4 76 18.8 0.0 9.5 0.0 11.8 150 FTG T PE 0.0 78 18.8 0.0 12.9 0.0 0.196 TL 17.25 PV Pipe: 3A -19.1 1.083 PL 5.25 PF 1.7 77 17.8 5.6 11.7 19.1 6.7 150 FTG 3ET PE -0.4 78 18.8 0.0 12.9 0.0 0.068 TL 24.67 PV Pipe: 5 -53.1 1.418 PL 8.00 PF 1.0 78 18.8 0.0 12.9 0.0 10.8 150 FTG ----PE 0.0 80 18.8 0.0 13.9 0.0 0.121 TL 8.00 PV Pipe: 6 -19.8 1.083 PL 5.25 PF 1.8 79 17.8 5.6 12.5 19.8 6.9 150 FTG 3ET PE -0.4 80 18.8 0.0 13.9 0.0 0.072 TL 24.67 PV Pipe: 7 -72.9 1.418 PL 1.00 PF 3.6 80 18.8 0.0 13.9 0.0 14.8 150 FTG ET PE 0.0 86 18.8 0.0 17.4 0.0 0.217 TL 16.52 PV Pipe: 8 -21.0 1.083 PL 9.08 PF 1.6 81 17.8 5.6 14.0 21.0 7.3 150 FTG 3E PE -0.4 83 18.8 0.0 15.2 0.0 0.081 TL 19.67 PV Pipe: 9 -21.5 1.083 PL 1.00 PF 0.8 82 17.8 5.6 14.8 21.5 7.5 150 FTG T PE -0.4 83 18.8 0.0 15.2 0.0 0.085 TL 9.83 PV Pipe: 10 -42.5 1.418 PL 12.75 PF 1.4 83 18.8 0.0 15.2 0.0 8.6 150 FTG E PE 0.0 85 18.8 0.0 16.6 0.0 0.080 TL 17.92 PV Pipe: 11 -22.5 1.083 PL 1.00 PF 0.9 84 17.8 5.6 16.2 22.5 7.8 150 FTG T PE -0.4 85 18.8 0.0 16.6 0.0 0.092 TL 9.83 PV Pipe: 12 -65.1 1.418 PL 4.58 PF 0.8 85 18.8 0.0 16.6 0.0 13.2 150 FTG ----PE 0.0 86 18.8 0.0 17.4 0.0 0.176 TL 4.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #4.SDF JOB TITLE: RAMSHORN REMOTE AREA #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: 13 -137.9 1.654 PL 9.16 PF 3.1 86 18.8 0.0 17.4 0.0 20.6 150 FTG ----PE 0.0 88 18.8 0.0 20.5 0.0 0.334 TL 9.16 PV Pipe: 14 -24.0 1.083 PL 9.25 PF 2.6 87 17.8 5.6 18.3 24.0 8.4 150 FTG 2ET PE -0.4 88 18.8 0.0 20.5 0.0 0.103 TL 25.14 PV Pipe: 15 -161.9 1.654 PL 2.00 PF 0.9 88 18.8 0.0 20.5 0.0 24.2 150 FTG ----PE 0.0 90 18.8 0.0 21.4 0.0 0.449 TL 2.00 PV Pipe: 16 -25.2 1.083 PL 1.83 PF 1.6 89 17.8 5.6 20.2 25.2 8.8 150 FTG ET PE -0.4 90 18.8 0.0 21.4 0.0 0.113 TL 14.19 PV Pipe: 17 -187.1 1.654 PL 8.16 PF 8.8 90 18.8 0.0 21.4 0.0 27.9 150 FTG E PE 0.0 92 18.8 0.0 30.2 0.0 0.587 TL 15.05 PV Pipe: 18 -30.1 1.083 PL 1.83 PF 1.7 91 17.8 5.6 29.0 30.1 10.5 150 FTG T PE -0.4 92 18.8 0.0 30.2 0.0 0.157 TL 10.66 PV Pipe: 19 -217.2 1.654 PL PL 4.42 PF 3.4 92 18.8 0.0 30.2 0.0 32.4 150 FTG ----PE 0.0 94 18.8 0.0 33.6 0.0 0.773 TL 4.42 PV Pipe: 20 -31.9 1.083 PL 1.00 PF 1.7 93 17.8 5.6 32.4 31.9 11.1 150 FTG T PE -0.4 94 18.8 0.0 33.6 0.0 0.174 TL 9.83 PV Pipe: 21 -249.1 1.654 PL 5.00 PF 18.7 94 18.8 0.0 33.6 0.0 37.2 150 FTG T PE 0.0 97 18.8 0.0 52.4 0.0 0.996 TL 18.78 PV Pipe: 22 -39.6 1.083 PL 1.00 PF 2.6 95 17.8 5.6 50.1 39.6 13.8 150 FTG T PE -0.4 96 18.8 0.0 52.2 0.0 0.261 TL 9.83 PV Pipe: 23 -39.6 2.203 PL 8.25 PF 0.2 96 18.8 0.0 52.2 0.0 3.3 120 FTG E PE 0.0 97 18.8 0.0 52.4 0.0 0.012 TL 13.69 PV Pipe: 24 -288.7 2.203 PL 4.08 PF 4.7 97 18.8 0.0 52.4 0.0 24.3 120 FTG T PE 0.0 98 18.8 0.0 57.0 0.0 0.490 TL 9.52 PV Pipe: 25 -288.7 3.340 PL 4.16 PF 2.4 98 18.8 0.0 57.0 0.0 10.6 120 FTG ET PE 0.0 99 18.8 0.0 59.4 0.0 0.065 TL 37.44 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #4.SDF JOB TITLE: RAMSHORN REMOTE AREA #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: 26 -288.7 3.340 PL 19.92 PF 3.3 99 18.8 0.0 59.4 0.0 10.6 120 FTG 3E PE 0.4 20 17.8 0.0 63.2 0.0 0.065 TL 51.69 PV Pipe: 27 -288.7 3.340 PL 14.00 PF 1.6 20 17.8 0.0 63.2 0.0 10.6 120 FTG E PE 3.8 21 9.0 0.0 68.6 0.0 0.065 TL 24.59 PV Pipe: 28 -288.7 3.340 PL 60.25 PF 5.3 21 9.0 0.0 68.6 0.0 10.6 120 FTG 2E PE 0.0 22 9.0 0.0 73.8 0.0 0.065 TL 81.43 PV Pipe: 29 -288.7 3.340 PL 12.16 PF 1.5 22 9.0 0.0 73.8 0.0 10.6 120 FTG E PE 0.0 TOR 9.0 0.0 75.3 0.0 0.065 TL 22.75 PV Pipe: 30 -288.7 4.310 PL 7.00 PF 0.1 TOR 9.0 0.0 75.3 0.0 6.3 120 FTG ----PE 2.6 BFD 3.0 0.0 78.0 0.0 0.019 TL 7.00 PV Pipe: 31 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 88.0 0.0 10.0 psi, 288.7 gpm BFD 3.0 0.0 78.0 0.0 Pipe: 32 -288.7 4.220 PL 2.00 PF 0.0 BFS 3.0 0.0 88.0 0.0 6.6 140 FTG ----PE 0.9 BOR 1.0 0.0 88.9 0.0 0.016 TL 2.00 PV Pipe: 32A -288.7 4.220 PL 42.00 PF 2.2 BOR 1.0 0.0 88.9 0.0 6.6 140 FTG 4ET PE 0.0 UG1 1.0 0.0 91.2 0.0 0.016 TL 144.00 PV Pipe: 33 -288.8 6.280 PL 224.00 PF 0.7 UG1 1.0 0.0 91.2 0.0 3.0 140 FTG 5E PE 0.4 SOURCE 0.0 SRCE 92.4 (N/A) 0.002 TL 334.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16070888 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.174 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 37.2 ft/sec at pipe 21. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #4.SDF JOB TITLE: RAMSHORN REMOTE AREA #4 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 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 1.083 2.34 5.84 2.34 5.84 7.01 1.17 11.68 11.68 5.84 1.418 3.42 6.85 2.28 7.99 6.85 1.14 11.41 11.41 6.85 1.654 4.56 9.12 2.28 10.26 6.84 1.14 11.40 11.40 9.12 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: F MATERIAL: Eddy HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee 2.203 5.44 5.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.340 10.59 22.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.310 12.55 12.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #4.SDF JOB TITLE: RAMSHORN REMOTE AREA #4 WATER SUPPLY ANALYSIS Static: 130.00 psi Resid: 125.00 psi Flow: 3415.0 gpm -14.7 0.0 28.0 56.0 84.0 112.0 140.0 800 1200 1600 2000 2400 2800 3200 3600 4000 GAUGE PRESSURE (psi) A 12B LEGEND 1 Available pressure 129.91 psi @388.8 gpm 2 Required pressure 92.36 psi @388.8 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #4.SDF JOB TITLE: RAMSHORN REMOTE AREA #4 WATER SUPPLY CURVE 132+ *0\\\\\\\\\\\\\\\\\\\\\ \\ | \\\\\\\\\\\\\\\\\\\\\\\\ | 125.0 psi @3415 gpm-> * 121+ Flow Test Point | | | 110+ | | | 99+ | |X | P 88+ R | E | S | S 77+ U | R | E | 66+ ( | P | S | I 55+ ) | | | 44+ | | | 33+ | | |============================== 22+ LEGEND " | " | X = Required Water Supply " | 92.36 psi @388.8 gpm " 11+ " | 0 = Available Water Supply " | 129.91 psi @388.8 gpm " | " 0++-+---+----+-----+---- --+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HRS SYSTEMS, INC 4792 LAVISTA ROAD TUCKER, GA 30084 HYDRAULIC CALCULATIONS FOR RAMSHORN CONDIMINIUMS 416 VAIL VALLEY DRIVE VAIL, CO DRAWING NUMBER: FP6 DATE: MAR 12, 2010 -DESIGN DATAREMOTE AREA NUMBER: 5 REMOTE AREA LOCATION: SUITE 17 OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 342 sq. ft. COVERAGE PER SPRINKLER: 180 sq. ft. TYPE OF SPRINKLERS CALCULATED: VIKING VK456 RES. CONC. PEND. 4.9K NUMBER OF SPRINKLERS CALCULATED: 6 *IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 218.5 gpm FLOW AND PRESSURE (AT BASE OF RISER): 118.5 gpm @95.1 psi TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: PUBLIC WATER Test Date: Test By: Location: Static: 130 psi Residual: 125 psi Flow: 3415 psi Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E 76TH AVE #12, COMMERCE CITY, CO 80022 Phone: (303)288-3901 Certification number: 008 NAME OF DESIGNER: TOM SELLARS AUTHORITY HAVING JURISDICTION: VAIL FIRE NOTES: Calculations performed by HASS 7.9 under license # 16070888 , granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #5.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @PRESS. @DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 130.0 125.0 3415.0 130.0 218.5 96.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 218.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 118.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 13 54.3 ----50.1 ---14 54.3 ----54.1 ---15 42.9 ----59.3 ---16 42.9 ----59.5 ---17 29.0 ----65.8 ---18 29.0 ----66.3 ---19 17.8 ----71.4 ---20 17.8 ----72.9 ---21 9.0 ----77.0 ---22 9.0 ----78.3 ---100 56.0 K= 4.90 13.9 18.3 100A 57.0 ----14.2 ---101 56.0 K= 4.90 13.5 18.0 102 57.0 ----14.8 ---103 56.0 K= 4.90 16.6 20.0 104 57.0 ----18.3 ---105 53.0 K= 4.90 19.3 21.5 106 54.0 ----21.3 ---107 54.0 ----24.4 24.4 ---108 53.0 K= 4.90 17.5 20.5 108A 54.0 ----18.0 ---109 53.0 K= 4.90 16.9 20.2 110 54.0 ----18.6 ---111 54.3 ----40.3 ---112 54.3 ----47.2 ---TOR 9.0 ----78.6 ---BFD 3.0 ----81.2 ---BFS 3.0 ----94.2 ---BOR 1.0 ----95.1 ---UG1 0.0 ----96.0 ---SOURCE 0.0 SOURCE 96.1 118.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #5.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 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 -18.3 0.811 PL 1.00 PF 0.8 100 56.0 4.9 13.9 18.3 11.3 150 FTG E PE -0.4 100A 57.0 0.0 14.2 0.0 0.255 TL 3.00 PV Pipe: 1A -18.3 1.055 PL 8.00 PF 0.6 100A 57.0 0.0 14.2 0.0 6.7 150 FTG ----PE 0.0 102 57.0 0.0 14.8 0.0 0.071 TL 8.00 PV Pipe: 2 -18.0 0.811 PL 1.00 PF 1.7 101 56.0 4.9 13.5 18.0 11.2 150 FTG ET PE -0.4 102 57.0 0.0 14.8 0.0 0.248 TL 7.00 PV Pipe: 3 -36.3 1.055 PL 8.00 PF 3.5 102 57.0 0.0 14.8 0.0 13.3 150 FTG 2E PE 0.0 104 57.0 0.0 18.3 0.0 0.252 TL 14.00 PV Pipe: 4 -20.0 0.811 PL 1.00 PF 2.1 103 56.0 4.9 16.6 20.0 12.4 150 FTG ET PE -0.4 104 57.0 0.0 18.3 0.0 0.301 TL 7.00 PV Pipe: 5 -56.3 1.291 PL 8.00 PF 1.7 104 57.0 0.0 18.3 0.0 13.8 150 FTG ----PE 1.3 106 54.0 0.0 21.3 0.0 0.212 TL 8.00 PV Pipe: 6 -21.5 0.811 PL 1.00 PF 2.4 105 53.0 4.9 19.3 21.5 13.4 150 FTG ET PE -0.4 106 54.0 0.0 21.3 0.0 0.346 TL 7.00 PV Pipe: 7 -77.8 1.291 PL 0.83 PF 3.0 106 54.0 0.0 21.3 0.0 19.1 150 FTG T PE 0.0 107 54.0 0.0 24.4 0.0 0.387 TL 7.83 PV Pipe: 8 -20.5 0.811 PL 1.00 PF 0.9 108 53.0 4.9 17.5 20.5 12.7 150 FTG E PE -0.4 108A 54.0 0.0 18.0 0.0 0.316 TL 3.00 PV Pipe: 8A -20.5 1.055 PL 7.00 PF 0.6 108A 54.0 0.0 18.0 0.0 7.5 150 FTG ----PE 0.0 110 54.0 0.0 18.6 0.0 0.088 TL 7.00 PV Pipe: 9 -20.2 0.811 PL 1.00 PF 2.1 109 53.0 4.9 16.9 20.2 12.5 150 FTG ET PE -0.4 110 54.0 0.0 18.6 0.0 0.306 TL 7.00 PV Pipe: 10 -40.7 1.055 PL 9.33 PF 5.7 110 54.0 0.0 18.6 0.0 14.9 150 FTG 3E PE 0.0 107 54.0 0.0 24.4 0.0 0.311 TL 18.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #5.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 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: 11 -118.5 1.527 PL 28.16 PF 16.0 107 54.0 0.0 24.4 0.0 20.8 150 FTG 3E PE -0.1 111 54.3 0.0 40.3 0.0 0.372 TL 43.16 PV Pipe: 12 -118.5 2.203 PL 57.58 PF 7.0 111 54.3 0.0 40.3 0.0 10.0 120 FTG 2ET PE 0.0 112 54.3 0.0 47.2 0.0 0.094 TL 73.90 PV Pipe: 13 -118.5 2.203 PL 14.16 PF 2.9 112 54.3 0.0 47.2 0.0 10.0 120 FTG 2ET PE 0.0 13 54.3 0.0 50.1 0.0 0.094 TL 30.48 PV Pipe: 14 -118.5 2.203 PL 4.50 PF 4.0 13 54.3 0.0 50.1 0.0 10.0 120 FTG 7ECB PE 0.0 14 54.3 0.0 54.1 0.0 0.094 TL 42.58 PV Pipe: 15 -118.5 3.340 PL 11.42 PF 0.3 14 54.3 0.0 54.1 0.0 4.3 120 FTG E PE 4.9 15 42.9 0.0 59.3 0.0 0.012 TL 22.01 PV Pipe: 16 -118.5 3.340 PL 1.33 PF 0.1 15 42.9 0.0 59.3 0.0 4.3 120 FTG E PE 0.0 16 42.9 0.0 59.5 0.0 0.012 TL 11.92 PV Pipe: 17 -118.5 3.340 PL 13.92 PF 0.3 16 42.9 0.0 59.5 0.0 4.3 120 FTG E PE 6.0 17 29.0 0.0 65.8 0.0 0.012 TL 24.51 PV Pipe: 18 -118.5 3.340 PL 17.75 PF 0.5 17 29.0 0.0 65.8 0.0 4.3 120 FTG 2E PE 0.0 18 29.0 0.0 66.3 0.0 0.012 TL 38.93 PV Pipe: 19 -118.5 3.340 PL 11.25 PF 0.3 18 29.0 0.0 66.3 0.0 4.3 120 FTG E PE 4.8 19 17.8 0.0 71.4 0.0 0.012 TL 21.84 PV Pipe: 20 -118.5 3.340 PL 56.16 PF 1.5 19 17.8 0.0 71.4 0.0 4.3 120 FTG 6E PE 0.0 20 17.8 0.0 72.9 0.0 0.012 TL 119.70 PV Pipe: 21 -118.5 3.340 PL 14.00 PF 0.3 20 17.8 0.0 72.9 0.0 4.3 120 FTG E PE 3.8 21 9.0 0.0 77.0 0.0 0.012 TL 24.59 PV Pipe: 22 -118.5 3.340 PL 60.24 PF 1.3 21 9.0 0.0 77.0 0.0 4.3 120 FTG 4E PE 0.0 22 9.0 0.0 78.3 0.0 0.012 TL 102.60 PV Pipe: 23 -118.5 3.340 PL 12.16 PF 0.3 22 9.0 0.0 78.3 0.0 4.3 120 FTG E PE 0.0 TOR 9.0 0.0 78.6 0.0 0.012 TL 22.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #5.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 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: 24 -118.5 4.310 PL 7.00 PF 0.0 TOR 9.0 0.0 78.6 0.0 2.6 120 FTG ----PE 2.6 BFD 3.0 0.0 81.2 0.0 0.004 TL 7.00 PV Pipe: 25 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 94.2 0.0 13.0 psi, 118.5 gpm BFD 3.0 0.0 81.2 0.0 Pipe: 26 -118.5 4.220 PL 2.00 PF 0.1 BFS 3.0 0.0 94.2 0.0 2.7 140 FTG E PE 0.9 BOR 1.0 0.0 95.1 0.0 0.003 TL 19.00 PV Pipe: 26A -118.5 4.220 PL 42.00 PF 0.4 BOR 1.0 0.0 95.1 0.0 2.7 140 FTG 4ET PE 0.4 UG1 0.0 0.0 96.0 0.0 0.003 TL 144.00 PV Pipe: 27 -118.5 6.280 PL 224.00 PF 0.1 UG1 0.0 0.0 96.0 0.0 1.2 140 FTG 5E PE 0.0 SOURCE 0.0 SRCE 96.1 (N/A) 0.000 TL 334.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16070888 granted by HRS Systems, Inc. 208 South Public Square Square Petersburg, TN 37144 (2) 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 0.099 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.8 ft/sec at pipe 11. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #5.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: F MATERIAL: Eddy HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee 2.203 5.44 5.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.340 10.59 22.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.310 12.55 12.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Ell Tee 45-Ell TeeRun Couplg SwgChk GatVlv NPTee 0.811 2.00 4.00 0.00 1.00 0.00 0.00 0.00 4.00 1.055 3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00 1.291 3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00 1.527 5.00 9.00 2.00 3.00 0.50 11.00 0.00 9.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #5.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 WATER SUPPLY ANALYSIS Static: 130.00 psi Resid: 125.00 psi Flow: 3415.0 gpm -14.7 0.0 28.0 56.0 84.0 112.0 140.0 800 1200 1600 2000 2400 2800 3200 3600 4000 GAUGE PRESSURE (psi) A 12 B LEGEND 1 Available pressure 129.97 psi @218.5 gpm 2 Required pressure 96.13 psi @218.5 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #5.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 WATER SUPPLY CURVE 132+ 0\\\\\\\\\\\\\\\\\\\\\\ \\ | \\\\\\\\\\\\\\\\\\\\\\\\ | 125.0 psi @3415 gpm-> * 121+ Flow Test Point | | | 110+ | | | 99+ X | | P 88+ R | E | S | S 77+ U | R | E | 66+ ( | P | S | I 55+ ) | | | 44+ | | | 33+ | | |============================== 22+ LEGEND " | " | X = Required Water Supply " | 96.13 psi @218.5 gpm " 11+ " | 0 = Available Water Supply " | 129.97 psi @218.5 gpm " | " 0++-+---+----+-----+---- --+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HRS SYSTEMS, INC 4792 LAVISTA ROAD TUCKER, GA 30084 HYDRAULIC CALCULATIONS FOR RAMSHORN LODGE CONDOMINIUMS 416 VAIL VALLEY DRIVE VAIL, CO DRAWING NUMBER: FP6 DATE: MAR 12, 2010 -DESIGN DATAREMOTE AREA NUMBER: 6 REMOTE AREA LOCATION: UNIT #17 OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 342 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. TYPE OF SPRINKLERS CALCULATED: VIKING VK456 RES. CONC. PEND. 4.9K NUMBER OF SPRINKLERS CALCULATED: 4 *IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 210.3 gpm FLOW AND PRESSURE (AT BASE OF RISER): 110.3 gpm @111.1 psi TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: PUBLIC WATER Test Date: Test By: Location: Static: 130 psi Residual: 125 psi Flow: 3415 psi Source Elevation Relative to Finished Flow Level: ft. INSTALLING CONTRACTOR Name: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E 76TH AVE #12, COMMERCE CITY, CO 80022 Phone: (303)288-3901 Certification number: 008 NAME OF DESIGNER: TOM SELLARS AUTHORITY HAVING JURISDICTION: VAIL FIRE NOTES: Calculations performed by HASS 7.9 under license # 16070888 , granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 4 heads WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @PRESS. @DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 130.0 125.0 3415.0 130.0 210.3 112.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 210.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 110.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 13 54.3 ----67.2 ---14 54.3 ----70.7 ---15 42.9 ----75.9 ---16 42.9 ----76.0 ---17 29.0 ----82.3 ---18 29.0 ----82.8 ---19 17.8 ----87.8 ---20 17.8 ----89.1 ---21 9.0 ----93.2 ---22 9.0 ----94.3 ---100 56.0 K= 4.90 28.1 26.0 100A 57.0 ----29.1 ---101 56.0 K= 4.90 27.3 25.6 102 57.0 ----30.2 ---103 56.0 K= 4.90 33.4 28.3 104 57.0 ----37.0 ---105 53.0 ----41.9 ---106 54.0 ----41.5 ---107 54.0 ----44.7 ---108 53.0 K= 4.90 38.5 30.4 108A 54.0 ----40.1 ---109 53.0 ----41.8 ---110 54.0 ----41.3 ---111 54.3 ----58.6 ---112 54.3 ----64.7 ---TOR 9.0 ----94.6 ---BFD 3.0 ----97.2 ---BFS 3.0 ----110.2 ---BOR 1.0 ----111.1 ---UG1 0.0 ----111.9 ---SOURCE 0.0 SOURCE 112.1 110.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 4 heads 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 -26.0 0.811 PL 1.00 PF 1.5 100 56.0 4.9 28.1 26.0 16.1 150 FTG E PE -0.4 100A 57.0 0.0 29.1 0.0 0.489 TL 3.00 PV Pipe: 1A -26.0 1.055 PL 8.00 PF 1.1 100A 57.0 0.0 29.1 0.0 9.5 150 FTG ----PE 0.0 102 57.0 0.0 30.2 0.0 0.136 TL 8.00 PV Pipe: 2 -25.6 0.811 PL 1.00 PF 3.3 101 56.0 4.9 27.3 25.6 15.9 150 FTG ET PE -0.4 102 57.0 0.0 30.2 0.0 0.476 TL 7.00 PV Pipe: 3 -51.6 1.055 PL 8.00 PF 6.8 102 57.0 0.0 30.2 0.0 18.9 150 FTG 2E PE 0.0 104 57.0 0.0 37.0 0.0 0.483 TL 14.00 PV Pipe: 4 -28.3 0.811 PL 1.00 PF 4.0 103 56.0 4.9 33.4 28.3 17.6 150 FTG ET PE -0.4 104 57.0 0.0 37.0 0.0 0.573 TL 7.00 PV Pipe: 5 -79.9 1.291 PL 8.00 PF 3.2 104 57.0 0.0 37.0 0.0 19.6 150 FTG ----PE 1.3 106 54.0 0.0 41.5 0.0 0.406 TL 8.00 PV Pipe: 6 0.0 0.811 PL 1.00 PF 0.0 105 53.0 0.0 41.9 0.0 0.0 150 FTG ET PE -0.4 106 54.0 0.0 41.5 0.0 0.000 TL 7.00 PV Pipe: 7 -79.9 1.291 PL 0.83 PF 3.2 106 54.0 0.0 41.5 0.0 19.6 150 FTG T PE 0.0 107 54.0 0.0 44.7 0.0 0.406 TL 7.83 PV Pipe: 8 -30.4 0.811 PL 1.00 PF 2.0 108 53.0 4.9 38.5 30.4 18.9 150 FTG E PE -0.4 108A 54.0 0.0 40.1 0.0 0.655 TL 3.00 PV Pipe: 8A -30.4 1.055 PL 7.00 PF 1.3 108A 54.0 0.0 40.1 0.0 11.2 150 FTG ----PE 0.0 110 54.0 0.0 41.3 0.0 0.182 TL 7.00 PV Pipe: 9 0.0 0.811 PL 1.00 PF 0.0 109 53.0 0.0 41.8 0.0 0.0 150 FTG ET PE -0.4 110 54.0 0.0 41.3 0.0 0.000 TL 7.00 PV Pipe: 10 -30.4 1.055 PL 9.33 PF 3.3 110 54.0 0.0 41.3 0.0 11.2 150 FTG 3E PE 0.0 107 54.0 0.0 44.7 0.0 0.182 TL 18.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 4 heads 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: 11 -110.3 1.527 PL 28.16 PF 14.1 107 54.0 0.0 44.7 0.0 19.3 150 FTG 3E PE -0.1 111 54.3 0.0 58.6 0.0 0.326 TL 43.16 PV Pipe: 12 -110.3 2.203 PL 57.58 PF 6.1 111 54.3 0.0 58.6 0.0 9.3 120 FTG 2ET PE 0.0 112 54.3 0.0 64.7 0.0 0.083 TL 73.90 PV Pipe: 13 -110.3 2.203 PL 14.16 PF 2.5 112 54.3 0.0 64.7 0.0 9.3 120 FTG 2ET PE 0.0 13 54.3 0.0 67.2 0.0 0.083 TL 30.48 PV Pipe: 14 -110.3 2.203 PL 4.50 PF 3.5 13 54.3 0.0 67.2 0.0 9.3 120 FTG 7ECB PE 0.0 14 54.3 0.0 70.7 0.0 0.083 TL 42.58 PV Pipe: 15 -110.3 3.340 PL 11.42 PF 0.2 14 54.3 0.0 70.7 0.0 4.0 120 FTG E PE 4.9 15 42.9 0.0 75.9 0.0 0.011 TL 22.01 PV Pipe: 16 -110.3 3.340 PL 1.33 PF 0.1 15 42.9 0.0 75.9 0.0 4.0 120 FTG E PE 0.0 16 42.9 0.0 76.0 0.0 0.011 TL 11.92 PV Pipe: 17 17 -110.3 3.340 PL 13.92 PF 0.3 16 42.9 0.0 76.0 0.0 4.0 120 FTG E PE 6.0 17 29.0 0.0 82.3 0.0 0.011 TL 24.51 PV Pipe: 18 -110.3 3.340 PL 17.75 PF 0.4 17 29.0 0.0 82.3 0.0 4.0 120 FTG 2E PE 0.0 18 29.0 0.0 82.8 0.0 0.011 TL 38.93 PV Pipe: 19 -110.3 3.340 PL 11.25 PF 0.2 18 29.0 0.0 82.8 0.0 4.0 120 FTG E PE 4.8 19 17.8 0.0 87.8 0.0 0.011 TL 21.84 PV Pipe: 20 -110.3 3.340 PL 56.16 PF 1.3 19 17.8 0.0 87.8 0.0 4.0 120 FTG 6E PE 0.0 20 17.8 0.0 89.1 0.0 0.011 TL 119.70 PV Pipe: 21 -110.3 3.340 PL 14.00 PF 0.3 20 17.8 0.0 89.1 0.0 4.0 120 FTG E PE 3.8 21 9.0 0.0 93.2 0.0 0.011 TL 24.59 PV Pipe: 22 -110.3 3.340 PL 60.24 PF 1.1 21 9.0 0.0 93.2 0.0 4.0 120 FTG 4E PE 0.0 22 9.0 0.0 94.3 0.0 0.011 TL 102.60 PV Pipe: 23 -110.3 3.340 PL 12.16 PF 0.2 22 9.0 0.0 94.3 0.0 4.0 120 FTG E PE 0.0 TOR 9.0 0.0 94.6 0.0 0.011 TL 22.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 4 heads 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: 24 -110.3 4.310 PL 7.00 PF 0.0 TOR 9.0 0.0 94.6 0.0 2.4 120 FTG ----PE 2.6 BFD 3.0 0.0 97.2 0.0 0.003 TL 7.00 PV Pipe: 25 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 110.2 0.0 13.0 psi, 110.3 gpm BFD 3.0 0.0 97.2 0.0 Pipe: 26 -110.3 4.220 PL 2.00 PF 0.0 BFS 3.0 0.0 110.2 0.0 2.5 140 FTG E PE 0.9 BOR 1.0 0.0 111.1 0.0 0.003 TL 19.00 PV Pipe: 26A -110.3 4.220 PL 42.00 PF 0.4 BOR 1.0 0.0 111.1 0.0 2.5 140 FTG 4ET PE 0.4 UG1 0.0 0.0 111.9 0.0 0.003 TL 144.00 PV Pipe: 27 -110.3 6.280 PL 224.00 PF 0.1 UG1 0.0 0.0 111.9 0.0 1.1 140 FTG 5E PE 0.0 SOURCE 0.0 SRCE 112.1 (N/A) 0.000 TL 334.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16070888 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (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 0.070 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.6 ft/sec at pipe 7. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 4 heads PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: F MATERIAL: Eddy HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee 2.203 5.44 5.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.340 10.59 22.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.310 12.55 12.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Ell Tee 45-Ell TeeRun Couplg SwgChk GatVlv NPTee 0.811 2.00 4.00 0.00 1.00 0.00 0.00 0.00 4.00 1.055 3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00 1.291 3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00 1.527 5.00 9.00 2.00 3.00 0.50 11.00 0.00 9.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 4 heads WATER SUPPLY ANALYSIS Static: 130.00 psi Resid: 125.00 psi Flow: 3415.0 gpm -14.7 0.0 28.0 56.0 84.0 112.0 140.0 800 1200 1600 2000 2400 2800 3200 3600 4000 GAUGE PRESSURE (psi) A 12 B LEGEND 1 Available pressure 129.97 psi @210.3 gpm 2 Required pressure 112.07 psi @210.3 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/12/2010OGRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF JOB TITLE: RAMSHORN REMOTE AREA #5 4 heads WATER SUPPLY CURVE 132+ 0\\\\\\\\\\\\\\\\\\\\\\\\ | \\\\\\\\\\\\\\\\\\\\\\\\ | 125.0 psi @3415 gpm-> * 121+ Flow Test Point | | X 110+ | | | 99+ | | | P 88+ R | E | S | S 77+ U | R | E | 66+ ( | P | S | I 55+ ) | | | 44+ | | | 33+ | | |============================== 22+ LEGEND " | " | X = Required Water Supply " | 112.07 psi @210.3 gpm " 11+ " | 0 = Available Water Supply " | 129.97 psi @210.3 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HRS SYSTEMS, INC 4792 LAVISTA ROAD TUCKER, GA 30084 HYDRAULIC CALCULATIONS FOR RAMSHORN CONDIMINIUMS 416 VAIL VALLEY DRIVE VAIL,CO DRAWING NUMBER: FP6 DATE: MAR 3, 2010 -DESIGN DATAREMOTE AREA NUMBER: SP REMOTE AREA LOCATION: 4TH FLOOR STANDPIPE OCCUPANCY CLASSIFICATION: DENSITY: gpm/sq. ft. AREA OF APPLICATION: N/A sq. ft. COVERAGE PER SPRINKLER: sq. ft. TYPE OF SPRINKLERS CALCULATED: N/A NUMBER OF SPRINKLERS CALCULATED: N/A *IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 500 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 1000 gpm FLOW AND PRESSURE (AT BASE OF RISER): 500 gpm @141.9 psi TYPE OF SYSTEM: STANDPIPE *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: Test Date: Test By: Location: Static: N/A psi Residual: 150 psi Flow: N/A psi Source Elevation Relative to Finished Flow Level: ft. INSTALLING CONTRACTOR Name: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E 76TH AVE #12, COMMERCE CITY, CO 80022 Phone: (303)288/3901 Certification number: 008 NAME OF DESIGNER: TOM SELLARS AUTHORITY HAVING JURISDICTION: VAIL FIRE NOTES: Calculations performed by HASS 7.9 under license # 16070888 , granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/3/2010FILES\HRS SYSTEMS\HASS80\RAMSHORN DRY STANDPIPE REVISED.SDF JOB TITLE: RAMSHORN DRY STANDPIPE REVISED WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @PRESS. @DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE (N/A) 160.0 (N/A) 160.0 1000.0 141.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1000.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 500.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SP1 45.0 K=50.00 100.0 500.0 SP2 19.0 ----117.8 ---SP3 19.0 HOSE STREAM 123.2 250.0 SP4 19.0 HOSE STREAM 132.3 250.0 SP5 6.0 ----139.4 ---SOURCE 6.0 SOURCE 141.9 1000.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/3/2010FILES\HRS SYSTEMS\HASS80\RAMSHORN DRY STANDPIPE REVISED.SDF JOB TITLE: RAMSHORN DRY STANDPIPE REVISED 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 -500.0 4.310 PL 38.65 PF 6.5 SP1 45.0 50.0 100.0 500.0 11.0 120 FTG 6ET PE 11.3 SP2 19.0 0.0 117.8 0.0 0.051 TL 126.50 PV Pipe: 2 -500.0 4.310 PL 42.16 PF 5.4 SP2 19.0 0.0 117.8 0.0 11.0 120 FTG 4ET PE 0.0 SP3 19.0 H.S. 123.2 250.0 0.051 TL 104.91 PV Pipe: 3 -750.0 4.310 PL 45.99 PF 9.1 SP3 19.0 H.S. 123.2 250.0 16.5 120 FTG 2ET PE 0.0 SP4 19.0 H.S. 132.3 250.0 0.109 TL 83.64 PV Pipe: 3A -1000.0 6.357 PL 13.00 PF 1.4 SP4 19.0 H.S. 132.3 250.0 10.1 120 FTG T PE 5.6 SP5 6.0 0.0 139.4 0.0 0.028 TL 51.00 PV Pipe: 4 -1000.0 6.357 PL 54.66 PF 2.5 SP5 6.0 0.0 139.4 0.0 10.1 120 FTG 2E PE 0.0 SOURCE 6.0 SRCE 141.9 (N/A) 0.028 TL 90.66 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16070888 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.021 gpm and a maximum imbalance at any node of 0.106 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.5 ft/sec at pipe 3. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/3/2010FILES\HRS SYSTEMS\HASS80\RAMSHORN DRY STANDPIPE REVISED.SDF JOB TITLE: RAMSHORN DRY STANDPIPE REVISED 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 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: F MATERIAL: Eddy HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee 4.310 12.55 12.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/3/2010FILES\HRS SYSTEMS\HASS80\RAMSHORN DRY STANDPIPE REVISED.SDF JOB TITLE: RAMSHORN DRY STANDPIPE REVISED WATER SUPPLY ANALYSIS Fixed Source Pressure: 160.00 psi -14.7 0.0 30.0 60.0 90.0 120.0 150.0 180.0 400 600 800 1000 1200 1400 1600 1800 2000 GAUGE PRESSURE (psi) A 12 B LEGEND 1 Available pressure 160.00 psi @1000.0 gpm 2 Required pressure 141.90 psi @1000.0 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/3/2010FILES\HRS SYSTEMS\HASS80\RAMSHORN DRY STANDPIPE REVISED.SDF JOB TITLE: RAMSHORN DRY STANDPIPE REVISED WATER SUPPLY CURVE 168+ | *\\\\\\\\\\\\\\\\\0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ | 154+ | | | X 140+ | | | 126+ | | | P112+ R | E | S | S 98+ U | R | E | 84+ ( | P | S | I 70+ ) | | | 56+ | | | 42+ | | |============================== 28+ LEGEND " | " | X = Required Water Supply " | 141.90 psi @1000.0 gpm " 14+ " | 0 = Available Water Supply " | 160.00 psi @1000.0 gpm " | " 0++-+---+----+-----+- -----+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)