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HomeMy WebLinkAboutVAIL PLAZA WATER CURTAIN Calculation-APPROVED ALL-STATE FIRE PROTECTION, INC. 6045 E. 76TH AVENUE #12 COMMERCE CITY,CO 80022 HYDRAULIC CALCULATIONS FOR Vail Plaza Hotel Added Water Curtain 100 E. Meadow Dr. Vail, CO. 250006 6/3/10 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: 3 gallons/linear foot AREA OF APPLICATION: 10 heads COVERAGE PER SPRINKLER: N/A NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 100 gpm TOTAL WATER REQUIRED (including hose) : 200 gpm FLOW AND PRESSURE (@ BOR) : 100 gpm @ 47 .5 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: All-State Fire Protection, Inc. DESIGN/LAYOUT BY: M. Krzastek AUTHORITY HAVING JURISDICTION: Vail Fire CONTRACTOR CERTIFICATION NUMBER: 008 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16070888 ) HRS SYSTEMS, INC. TUCKER, GA 30084 This fire protection submittal has been TUCKER, GA 30084 reviewed by Rolf Jensen &Associates for compliance with: 2002 NFPA 13 ❑ APPROVED, No exceptions noted. ❑ APPROVED AS NOTED, comply with noted comments. ❑ REVISE AS NOTED AND RESUBMIT ❑ See review letter dated: Date6/11/2010 By SSD SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/3/2010OGRAM FILES\HRS SYSTEMS\HASS80\VAIL PLAZA WATER CURTAIN.SDF JOB TITLE: Vail Plaza Water Curtain 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 127 .0 120.0 1592 . 0 126.7 300.0 41 .0 Required pressure is 85.7 psi (680) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 300.0 GPM McGee TOTAL HOSE STREAM ALLOWANCE OTHER HOSE STREAM ALLOWANCES 0.0 SOURCE 100.0 GPM Michael DNIcmMChaelM Gee,o=VailFie TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 200.0 GPM Chief, ency Services,ou=Deputy i=mmcge@vailgov.om,c= Chief, McGeeDate:2010.6•16 11:43:08-06 00'US NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 15.0 K= 5. 60 10.3 18 .0 2 15.0 K= 5. 60 10. 6 18 .2 3 22.0 - - - - 9.7 - - - 4 15.0 K= 5. 60 11.3 18 .8 5 22 .0 - - - - 10.5 - - - 6 15.0 K= 5. 60 12 .4 19.7 7 22.0 - - - - 11. 8 - - - 8 22 .0 - - - - 15.7 - - - 9 15.0 K= 5. 60 12 .4 19.7 10 15.0 K= 5. 60 12 .7 20 .0 11 22.0 - - - - 12 .1 - - - 12 22 .0 - - - - 17 . 6 - - - 13 22 .0 - - - - 19. 6 - - - 14 20 .0 - - - - 21.2 - - - 15 20.0 - - - - 21.2 - - - 16 15.0 K= 5. 60 14 .4 21.2 17 15.0 K= 5. 60 14 .7 21.5 18 18 .0 - - - - 16.7 - - - 19 20.0 - - - - 17 . 9 - - - 20 20 .0 - - - - 18.0 - - - 21 15.0 K= 5. 60 14 .4 21.3 22 15.0 K= 5. 60 14 .8 21.5 23 18.0 - - - - 16. 8 - - - 24 20 .0 - - - - 19. 8 - - - 25 20 .0 - - - - 21.1 - - - SP3 0 .0 - - - - 30.4 - - - TOR -10.0 - - - - 35.2 - - - BFD -15.0 - - - - 37 .5 - - - BFS -15.0 - - - - 47 .5 - - - BOR -15.0 - - - - 47 .5 - - - SOURCE 0.0 SOURCE 41.0 200 .0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/3/2010OGRAM FILES\HRS SYSTEMS\HASS80\VAIL PLAZA WATER CURTAIN.SDF JOB TITLE: Vail Plaza Water Curtain 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. 0 1.049 PL 14 .00 PF 2 .4 1 15.0 5. 6 10 .3 18. 0 6.7 120 FTG 4E PE -3. 0 3 22 .0 0 . 0 9.7 0. 0 0.107 TL 22 .00 PV Pipe: 2 -18 .2 1.049 PL 8 .00 PF 2 . 1 2 15. 0 5 . 6 10 . 6 18.2 6. 8 120 FTG 3ET PE -3. 0 3 22 .0 0 . 0 9.7 0. 0 0.110 TL 19.00 PV Pipe: 3 -36.2 1.380 PL 8 .00 PF 0. 8 3 22.0 0 . 0 9.7 0 . 0 7 . 8 120 FTG ---- PE 0. 0 5 22.0 0 . 0 10 .5 0 . 0 0.103 TL 8 .00 PV Pipe: 4 -18 . 8 1.049 PL 8 .00 PF 2 .2 4 15.0 5. 6 11.3 18. 8 7 . 0 120 FTG 3ET PE -3. 0 5 22.0 0 . 0 10 .5 0. 0 0.116 TL 19.00 PV Pipe: 5 -55. 1 1.380 PL 6.00 PF 1.3 5 22.0 0 . 0 10 .5 0 . 0 11. 8 120 FTG ---- PE 0. 0 7 22 .0 0 . 0 11.8 0 . 0 0.223 TL 6.00 PV Pipe: 6 -19.7 1.049 PL 8 .00 PF 2 .4 6 15.0 5. 6 12 .4 19.7 7 .3 120 FTG 3ET PE -3. 0 7 22 .0 0 . 0 11.8 0. 0 0.127 TL 19.00 PV Pipe: 7 -74 . 8 1. 610 PL 13.00 PF 3. 9 7 22 .0 0 . 0 11 .8 0. 0 11. 8 120 FTG T PE 0. 0 8 22 .0 0 . 0 15.7 0. 0 0.185 TL 21 .00 PV Pipe: 8 -19.7 1.049 PL 14 .00 PF 2 . 8 9 15.0 5. 6 12 .4 19.7 7 .3 120 FTG 4E PE -3. 0 11 22 .0 0 . 0 12 . 1 0. 0 0.127 TL 22 .00 PV Pipe: 9 -20. 0 1.049 PL 8 .00 PF 2 .5 10 15.0 5 . 6 12 .7 20. 0 7 .4 120 FTG 3ET PE -3. 0 11 22 .0 0 . 0 12 . 1 0. 0 0.130 TL 19.00 PV Pipe: 10 -39.7 1.380 PL 23.30 PF 3. 6 11 22 .0 0 . 0 12 .1 0. 0 8.5 120 FTG T PE 0. 0 8 22 .0 0 . 0 15.7 0. 0 0.122 TL 29.30 PV Pipe: 11 -114 .5 2 .157 PL 7 .00 PF 1. 9 8 22 .0 0 . 0 15.7 0 . 0 10. 1 120 FTG T PE 0. 0 12 22 .0 0 . 0 17 . 6 0 . 0 0.098 TL 19.00 PV Pipe: 12 -114 .5 2 . 635 PL 40 .00 PF 2 . 1 12 22 .0 0 . 0 17 . 6 0 . 0 6.7 120 FTG 2E PE 0. 0 13 22 .0 0 . 0 19. 6 0 . 0 0.037 TL 56.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/3/2010OGRAM FILES\HRS SYSTEMS\HASS80\VAIL PLAZA WATER CURTAIN.SDF JOB TITLE: Vail Plaza Water Curtain 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 -114 .5 3.260 PL 16.00 PF 0.7 13 22.0 0 . 0 19. 6 0. 0 4 .4 120 FTG 2ET PE 0. 9 14 20 .0 0 .0 21.2 0 . 0 0.013 TL 56.00 PV Pipe: 14 0 . 0 4 .260 PL 3.00 PF 0. 0 14 20 .0 0 . 0 21 .2 0. 0 0 . 0 120 FTG TB PE 0. 0 15 20 .0 0 .0 21.2 0 . 0 0.000 TL 45.00 PV Pipe: 15 -21.2 1.049 PL 15.00 PF 3. 6 16 15.0 5. 6 14 .4 21 .2 7 . 9 120 FTG 5E PE -1.3 18 18 .0 0 .0 16.7 0 . 0 0.145 TL 25.00 PV Pipe: 16 -21.5 1.049 PL 9.00 PF 3.3 17 15.0 5 . 6 14 .7 21.5 8. 0 120 FTG 4ET PE -1.3 18 18 .0 0 . 0 16.7 0. 0 0.149 TL 22 .00 PV Pipe: 17 -42 .7 1.380 PL 6.00 PF 2 . 1 18 18.0 0 . 0 16.7 0. 0 9.2 120 FTG ET PE -0. 9 19 20 .0 0 .0 17 . 9 0. 0 0.139 TL 15.00 PV Pipe: 18 -42 .7 2 .067 PL 3.00 PF 0. 1 19 20 .0 0 . 0 17 . 9 0. 0 4.1 120 FTG ---- PE 0. 0 20 20 .0 0 .0 18 . 0 0. 0 0.019 TL 3.00 PV Pipe: 19 -21.3 1.049 PL 15.00 PF 3. 6 21 15.0 5. 6 14 .4 21.3 7 . 9 120 FTG 5E PE -1.3 23 18 .0 0 .0 16.8 0. 0 0.146 TL 25.00 PV Pipe: 20 -21.5 1.049 PL 9.00 PF 3.3 22 15.0 5. 6 14 .8 21.5 8. 0 120 FTG 4ET PE -1.3 23 18 .0 0 .0 16.8 0. 0 0.149 TL 22 .00 PV Pipe: 21 -42 . 8 1.380 PL 6.00 PF 2 . 1 23 18 .0 0 .0 16.8 0 . 0 9.2 120 FTG ET PE -0. 9 20 20 .0 0 .0 18 .0 0 . 0 0.140 TL 15.00 PV Pipe: 22 -85.5 2 .157 PL 20 .00 PF 1. 8 20 20 .0 0 .0 18 .0 0 . 0 7 .5 120 FTG T PE 0. 0 24 20 .0 0 .0 19.8 0 . 0 0.057 TL 32 .00 PV Pipe: 23 -85.5 3.260 PL 105.00 PF 1.3 24 20 .0 0 .0 19.8 0 . 0 3.3 120 FTG 4ET PE 0. 0 25 20 .0 0 .0 21.1 0 . 0 0.008 TL 165.00 PV Pipe: 24 -85.5 4 .260 PL 14 .00 PF 0.2 25 20 .0 0 . 0 21.1 0. 0 1. 9 120 FTG E2T PE 0. 0 14 20 .0 0 .0 21.2 0. 0 0.002 TL 79.00 PV Pipe: 25 -200. 0 4 .260 PL 20 .00 PF 0.5 14 20 .0 0 . 0 21.2 0. 0 4.5 120 FTG T PE 8.7 SP3 0 .0 0 .0 30 .4 0. 0 0.010 TL 46.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/3/2010OGRAM FILES\HRS SYSTEMS\HASS80\VAIL PLAZA WATER CURTAIN.SDF JOB TITLE: Vail Plaza Water Curtain 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 -200 . 0 6.357 PL 180.00 PF 0.5 SP3 0 .0 0 . 0 30 .4 0. 0 2 . 0 120 FTG 7E2T PE 4.3 TOR -10 .0 0 .0 35.2 0 . 0 0.001 TL 382 .00 PV Pipe: 27 -200 . 0 6.357 PL 10 .00 PF 0. 1 TOR -10 .0 0 . 0 35.2 0. 0 2 . 0 120 FTG 2E PE 2 .2 BFD -15.0 0 .0 37.5 0 . 0 0.001 TL 46.00 PV Pipe: 28 FIXED PRESSURE LOSS DEVICE BFS -15.0 0. 0 47 .5 0. 0 10 .0 psi, 200. 0 gpm BFD -15.0 0 .0 37.5 0 . 0 Pipe: 29 -200. 0 6.357 PL 4 .00 PF 0. 0 BFS -15.0 0 . 0 47 .5 0. 0 2 . 0 120 FTG G PE 0. 0 BOR -15.0 0 .0 47.5 0. 0 0.001 TL 8 .00 PV Pipe: 30 -200. 0 8.390 PL 50 .00 PF 0. 0 BOR -15.0 0. 0 47 .5 0. 0 1 .2 140 FTG ETG PE -6.5 SOURCE 0 .0 SRCE 41 . 0 (N/A) 0.000 TL 147 .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 .006 gpm and a maximum imbalance at any node of 0. 184 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11. 8 ft/sec at pipe 5. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/3/2010OGRAM FILES\HRS SYSTEMS\HASS80\VAIL PLAZA WATER CURTAIN.SDF JOB TITLE: Vail Plaza Water Curtain PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1 .049 2 .00 5.00 2 .00 5. 00 6.00 1.00 10. 00 10 .00 5.00 1 .380 3.00 6. 00 2 .00 7 . 00 6.00 1.00 10. 00 10 .00 6.00 1 . 610 4 .00 8.00 2 .00 9. 00 6.00 1.00 10. 00 10 .00 8.00 2 .067 5.00 10 . 00 3.00 11. 00 6.00 1.00 10. 00 10 .00 10.00 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 ChkVly BfyVly GatVly AlmChk DPVly NPTee 2 .157 6.00 12 . 00 3.00 14 . 00 8 .00 1.00 12. 00 12 .00 12 .00 2 . 635 8.00 17.00 6.00 19. 00 10 .00 1.00 14. 00 14 .00 17 .00 3.260 10.00 20. 00 7 .00 22 . 00 14.00 1.00 18. 00 18 .00 20.00 4 .260 13.00 26.00 8.00 29. 00 16.00 3.00 26. 00 26.00 26.00 6.357 18.00 38. 00 11 .00 40. 00 13.00 4 .00 35. 00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8 .390 31.00 59. 00 22 .00 76. 00 20.00 7 .00 59. 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/3/2010OGRAM FILES\HRS SYSTEMS\HASS80\VAIL PLAZA WATER CURTAIN.SDF JOB TITLE: Vail Plaza Water Curtain 0 0 0 N r 01 P, s4 n a a O � O U U �3 O N > O N O a 0 C O S4 N a. e v a -, a L P. -LJ w u v r-I A a7 QL u +� ro ro N 7 0 1 O Q �i "'• o c°n cn O b' co 0 P � I w CD ^ N O C c] CD N H O l9 H U) N -rl U) U) H O u) O O >-I O a a � � � � a U w w -1 P4 +-) �D r (D U) � o N Rai r-1 W H 0 C) 0 C) 0 00 o 0 0 o rl N Pq O O O O O O H O N O a' rl OD Lf) N 04 Cf) nnrxw SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/3/2010OGRAM FILES\HRS SYSTEMS\HASS80\VAIL PLAZA WATER CURTAIN.SDF JOB TITLE: Vail Plaza Water Curtain WATER SUPPLY CURVE 132+ I 121+ 120 .0 psi @ 1592 gpm-> Flow Test Point I I 110+ I I I 99+ I I I P 88+ R E S S 77+ U R E 66+ ( I P S I 55+ I I I 44+ X I I 33+ I I ------------------------------ 22+ LEGEND " I " X = Required Water Supply " 41.03 psi @ 300. 0 gpm " 11+ 0 = Available Water Supply " 126. 68 psi @ 300 .0 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)