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HomeMy WebLinkAboutF10-0058 calcs Hydraulic Calculations Project Information Project Name: Ramshorn Lodge Condominiums Date 08/02/10 Address: 416 Vail Valley Drive File # Suite 14B Vail, Colorado Index 105 Calculation Area: Suite 14 Design Criteria Occupancy Classification: Residential Construction � Combustible ❑ Non Combustible Density: .10 min density Area of Operation: N/A Area per Sprinkler: 256 sq. ft. max. Number of Sprinklers Calculated: 4 head Hose Allowance Domestic Allowance 0 gpm inside 0 gpm 100 gpm outside Water Supply Sprinklers Static 130 psi Make: Viking Freedom Concealed Residual 125 psi Size: 7/16" K=4.90 Flow 3415 gpm Temp: 140° Calculation Summary Total Sprinkler Water Flow: 108.5 gpm Flow & Pressure: (at base of riser): 108.5 gpm @ 97.4 psi (at city connection): 208.5 gpm @ 113.3 psi NOteS: n p � Digitally signed by M.L.Vaughan, �V�� . Fire Marshal DN:cn=M.L.Vaughan,Fire Marshal,o=Vail Fire&Emergency Va u g a n, Services,ou=Prevention, email=mvaughan@vailgov.com, Fi re M a rs h a I Date:2010.08.31 12:27:14-06'00' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 8/2/2010 F: �DWG�ALL STATE\RAMSHORN CONDOS�CALCULATIONS�SUITE 14B.SDF JOB TITLE: Ramshorn Condo - Suite 14 - 4 Head Calc WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 130 . 0 125 . 0 3415. 0 130 . 0 208 .5 113 .3 Required pressure is 16. 6 psi (130) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 208 . 5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 108 . 5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 16 41 .4 K= 4 . 72 39. 7 29. 7 17 41 .4 K= 4 . 72 29. 4 25 . 6 18 40 .4 K= 4 .72 30 . 4 26. 0 19 41 .4 - - - - 31 .2 - - - 20 40 .4 K= 4 . 90 30 . 7 27 . 1 21 41 .4 - - - - 33 . 1 - - - 22 41 .4 - - - - 41 . 7 - - - 23 41 .4 - - - - 46. 3 - - - 24 41 .4 - - - - 60 . 1 - - - 25 41 .4 - - - - 70 .2 - - - 26 41 .4 - - - - 72 .2 - - - 109 42 . 9 - - - - 72 . 9 - - - 110 42 . 9 - - - - 74 . 6 - - - 111 42 . 9 - - - - 75 . 9 - - - 112 42 . 9 - - - - 76. 1 - - - 113 29. 0 - - - - 82 . 4 - - - 119 29. 0 - - - - 82 . 7 - - - 120 18 .3 - - - - 87 . 6 - - - 128 18 .3 - - - - 88 . 5 - - - 129 18 .3 - - - - 89. 1 - - - 130 9. 0 - - - - 93 . 4 - - - 131 9. 0 - - - - 93 . 8 - - - TOR 9. 0 - - - - 94 . 7 - - - BOR 3. 0 - - - - 97 . 4 - - - BFD 3. 0 - - - - 97 . 4 - - - BFS 3. 0 - - - - 110 . 4 - - - UG1 0 . 0 - - - - 113 .2 - - - S 0 . 0 SOURCE 113 . 3 108 .5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/2/2010 F: �DWG�ALL STATE\RAMSHORN CONDOS�CALCULATIONS�SUITE 14B.SDF JOB TITLE: Ramshorn Condo - Suite 14 - 4 Head Calc 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 -29. 7 1 . 055 PL 8 . 42 PF 2 . 0 16 41 .4 4 .7 39. 7 29. 7 10 . 9 150 FTG E PE 0 . 0 22 41 .4 0 .0 41 . 7 0 .0 0 . 174 TL 11 .42 PV Pipe: 2 -25 . 6 1 . 055 PL 10 .58 PF 1 . 8 17 41 .4 4 .7 29. 4 25. 6 9. 4 150 FTG E PE 0 . 0 19 41 .4 0 .0 31 .2 0 .0 0 . 132 TL 13 .58 PV Pipe: 3 -26. 0 1 . 055 PL 1 .58 PF 1 .2 18 40 .4 4 .7 30 . 4 26. 0 9. 6 150 FTG T PE -0 . 4 19 41 .4 0 .0 31 .2 0 .0 0 . 136 TL 9. 08 PV Pipe: 4 -51 . 6 1 . 055 PL 4 . 00 PF 1 . 9 19 41 .4 0 . 0 31 .2 0 . 0 18 . 9 150 FTG ---- PE 0 . 0 21 41 .4 0 .0 33 . 1 0 .0 0 . 484 TL 4 . 00 PV Pipe: 5 -27 . 1 0 . 811 PL 1 . 00 PF 2 . 9 20 40 .4 4 . 9 30 . 7 27 . 1 16. 9 150 FTG T PE -0 . 4 21 41 .4 0 .0 33 . 1 0 .0 0 . 530 TL 5 .50 PV Pipe: 6 -78 . 8 1 . 055 PL 0 .58 PF 8 . 5 21 41 .4 0 . 0 33 . 1 0 . 0 28 . 9 150 FTG T PE 0 . 0 22 41 .4 0 .0 41 . 7 0 .0 1 . 058 TL 8 . 08 PV Pipe: 7 -108 . 5 1 .291 PL 6. 42 PF 4 . 6 22 41 .4 0 . 0 41 . 7 0 . 0 26. 6 150 FTG ---- PE 0 . 0 23 41 .4 0 .0 46. 3 0 . 0 0 . 716 TL 6.42 PV Pipe: 8 -108 . 5 1 . 527 PL 31 . 67 PF 13 . 8 23 41 .4 0 . 0 46. 3 0 . 0 19. 0 150 FTG T PE 0 . 0 24 41 .4 0 .0 60 . 1 0 . 0 0 . 316 TL 43 . 67 PV Pipe: 9 -108 . 5 1 . 527 PL 17 . 17 PF 10 .2 24 41 .4 0 . 0 60 . 1 0 . 0 19. 0 150 FTG LT PE 0 . 0 25 41 .4 0 .0 70 .2 0 .0 0 . 316 TL 32 . 17 PV Pipe: 10 -108 . 5 2 . 009 PL 8 . 88 PF 2 . 0 25 41 .4 0 . 0 70 .2 0 . 0 11 . 0 150 FTG 2E PE 0 . 0 26 41 .4 0 .0 72 .2 0 .0 0 . 083 TL 23 . 88 Pv Pipe: 11 -108 . 5 2 .203 PL 3 .21 PF 1 . 3 26 41 .4 0 . 0 72 .2 0 . 0 9. 1 120 FTG T PE -0 . 7 109 42 . 9 0 .0 72 . 9 0 .0 0 . 080 TL 16. 81 PV Pipe: 12 -108 . 5 2 .203 PL 7 . 17 PF 1 . 7 109 42 . 9 0 . 0 72 . 9 0 . 0 9. 1 120 FTG T PE 0 . 0 110 42 . 9 0 .0 74 . 6 0 .0 0 . 080 TL 20 . 77 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/2/2010 F: �DWG�ALL STATE\RAMSHORN CONDOS�CALCULATIONS�SUITE 14B.SDF JOB TITLE: Ramshorn Condo - Suite 14 - 4 Head Calc 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 -108 . 5 2 .203 PL 2 . 17 PF 1 . 4 110 42 . 9 0 . 0 74 . 6 0 . 0 9. 1 120 FTG TG PE 0 . 0 111 42 . 9 0 . 0 75 . 9 0 . 0 0 . 080 TL 17 . 17 PV Pipe: 14 -108 . 5 3 . 334 PL 0 . 67 PF 0 . 1 111 42 . 9 0 . 0 75 . 9 0 . 0 4 . 0 120 FTG E PE 0 . 0 112 42 . 9 0 . 0 76. 1 0 . 0 0 . 011 TL 11 . 17 PV Pipe: 15 -108 . 5 3 . 334 PL 13 . 92 PF 0 . 3 112 42 . 9 0 . 0 76. 1 0 . 0 4 . 0 120 FTG E PE 6. 0 113 29. 0 0 . 0 82 . 4 0 . 0 0 . 011 TL 24 . 42 PV Pipe: 16 -108 . 5 3 . 334 PL 13 . 67 PF 0 . 4 113 29. 0 0 . 0 82 . 4 0 . 0 4 . 0 120 FTG 2E PE 0 . 0 119 29. 0 0 . 0 82 . 7 0 . 0 0 . 011 TL 34 . 67 PV Pipe: 17 -108 . 5 3 . 334 PL 11 .21 PF 0 .2 119 29. 0 0 . 0 82 . 7 0 . 0 4 . 0 120 FTG E PE 4 . 6 120 18 .3 0 . 0 87 . 6 0 . 0 0 . 011 TL 21 . 71 PV Pipe: 18 -108 . 5 3 . 334 PL 39. 96 PF 0 . 9 120 18 .3 0 . 0 87 . 6 0 . 0 4 . 0 120 FTG 2ETL PE 0 . 0 128 18 .3 0 . 0 88 . 5 0 . 0 0 . 011 TL 87 . 96 PV Pipe: 19 -108 . 5 3 . 334 PL 18 . 67 PF 0 . 5 128 18 .3 0 . 0 88 . 5 0 . 0 4 . 0 120 FTG 3E PE 0 . 0 129 18 .3 0 . 0 89. 1 0 .0 0 . 011 TL 50 . 17 PV Pipe: 20 -108 . 5 3 . 334 PL 14 . 00 PF 0 . 3 129 18 .3 0 . 0 89. 1 0 . 0 4 . 0 120 FTG E PE 4 . 0 130 9. 0 0 . 0 93 . 4 0 . 0 0 . 011 TL 24 .50 PV Pipe: 21 -108 . 5 3 . 334 PL 29. 79 PF 0 . 4 130 9. 0 0 . 0 93 . 4 0 . 0 4 . 0 120 FTG E PE 0 . 0 131 9. 0 0 . 0 93 . 8 0 . 0 0 . 011 TL 40 .29 PV Pipe: 22 -108 . 5 3 . 334 PL 35 . 75 PF 0 . 9 131 9. 0 0 . 0 93 . 8 0 . 0 4 . 0 120 FTG 4EL PE 0 . 0 TOR 9. 0 0 . 0 94 . 7 0 . 0 0 . 011 TL 82 .25 PV Pipe: 23 -108 . 5 4 . 310 PL 7 . 00 PF 0 . 1 TOR 9. 0 0 . 0 94 . 7 0 . 0 2 . 4 120 FTG T PE 2 . 6 BOR 3. 0 0 . 0 97 . 4 0 .0 0 . 003 TL 34 . 90 Pv Pipe: 24 -108 . 5 4 . 310 PL 1 . 00 PF 0 . 0 BOR 3. 0 0 . 0 97 . 4 0 . 0 2 . 4 120 FTG ---- PE 0 . 0 BFD 3. 0 0 . 0 97 . 4 0 . 0 0 . 003 TL 1 . 00 PV Pipe: 25 FIXED PRESSURE LOSS DEVICE BFS 3. 0 0 . 0 110 . 4 0 . 0 13. 0 psi, 108 .5 gpm BFD 3. 0 0 . 0 97 . 4 0 . 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/2/2010 F: �DWG�ALL STATE\RAMSHORN CONDOS�CALCULATIONS�SUITE 14B.SDF JOB TITLE: Ramshorn Condo - Suite 14 - 4 Head Calc 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 -108 . 5 4 . 310 PL 423 . 00 PF 1 . 5 BFS 3. 0 0 . 0 110 . 4 0 . 0 2 . 4 120 FTG 4ET PE 1 . 3 UG1 0 . 0 0 . 0 113 .2 0 . 0 0 . 003 TL 506.50 PV Pipe: 27 -108 . 5 6.275 PL 224 . 00 PF 0 . 1 UG1 0 . 0 0 . 0 113 .2 0 . 0 1 . 1 140 FTG 5E PE 0 . 0 S 0 . 0 SRCE 113 . 3 (N/A) 0 . 000 TL 334 . 00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 1 computer program under license no. 50040231 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 .050 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 28 . 9 ft/sec at pipe 6. (4) PIPE FITTINGS TABLE Pipe Table Name: ALLSTATE.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkVlv BfyVlv GatVlv 6.275 22 . 00 47 . 10 14 . 10 50 .20 15.70 4 . 70 PAGE: I MATERIAL: Cppr M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LTE ChkVa BFVa GateVa 0. 811 3 . 00 4 .50 1 .50 7 .50 9. 00 1 . 50 1 . 055 3 . 00 7 .50 3 . 00 7 .50 9. 00 1 . 50 1 .291 4 . 50 9. 00 3 . 00 10 . 50 9. 00 1 . 50 1 .527 6. 00 12 . 00 3 . 00 13.50 9. 00 1 . 50 2 . 009 7 . 50 15. 00 4 .50 16.50 9. 00 1 . 50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/2/2010 F: �DWG�ALL STATE\RAMSHORN CONDOS�CALCULATIONS�SUITE 14B.SDF JOB TITLE: Ramshorn Condo - Suite 14 - 4 Head Calc PAGE: N MATERIAL: ED FLW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 45 ChkVa BflyVa GateVa 2 .203 6. 80 13. 60 2 . 70 15.00 8 .20 1 . 40 0 .00 0. 00 3 .334 10 . 50 22 .50 4 . 50 24 .00 15. 00 1 . 50 0 .00 0. 00 4 .310 13 . 90 27 . 90 5 . 60 30 . 70 16.70 2 . 80 0 .00 0. 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/2/2010 F: �DWG�ALL STATE\RAMSHORN CONDOS�CALCULATIONS�SUITE 14B.SDF JOB TITLE: Ramshorn Condo - Suite 14 - 4 Head Calc 0 0 0 � I R' � � u u I �' � � N �n in U U o s� • a� • I � m s� m �`�S cn o � o � � � Q � N � N ,Oa fd �' �' � � N � � N I M W �1. S� tn Gl � C7 .,� p,.� o .. W a� m m a� � � 3 ,� � a� a � a� I o ro � � � � m r' ,� � rn �� r� o � � � • � • � � I N rn t5'r� � N N � '� � � a � � � � � � � I o %/�I 'n I o N rl N � I I O N (� '� � I � N � �� I � � � H I O [f� O O � y+ o _ o� a � o I N C7 � � � � � O � U I w a �� a +� I � � o cn �' o � � 0.i I N W H � I � I � 0 0 IN I 0 O I - .� � I � O N I � I o O � P� �—i N � O O O O O O �+ . . . . . . � O N d' LO CO O I a' �1 O� � N � � � �C � c� w ar� w � �n � rxw �- c? m -� � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/2/2010 F: �DWG�ALL STATE\RAMSHORN CONDOS�CALCULATIONS�SUITE 14B.SDF JOB TITLE: Ramshorn Condo - Suite 14 - 4 Head Calc Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres . Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor ----------------------------------------------------------------------- 1 4 . 90 7 .00 0 . 811 1 . 00 E 4 . 00 150 . 00 4 . 72