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HomeMy WebLinkAbout200 Andrews Way - Building Plans & DrawiHYDRAULIC CALCULATIONS PER NFPA 13R) EVERGREEN WALK BUILDING 200 ) 50 ANDREWS WAY SOUTH WINDSOR, CT. 06074 REMOTE AREA: REMOTE AREA I - RESIDENTIAL HAZARD - .05 / 4 RESIDENTIAL SPRINKLERS REMOTE AREA 2 - RESIDENTIAL HAZARD - .05 / 4 RESIDENTIAL SPRINKLERS GG A 9y R. DMAL EVERGREEN NALK Drawing Date: 3116116 13:38 HYDRAULIC DESIGN INFORMATION SHEET Job Name: EVERGREEN WALK Location: 50 ANDREWS WAY - BUILDING 200 SOUTH WINDSOR, CT 06074 Drawing Date: Remote Area Number: 1 Contractor: HART MECHANICAL, INC. Telephone:860-633-3353 293 OAKWOOD DRIVE GLASTONBURY, CT 06033 Designer: J.COLTON Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: SMOOTH CEILING Occupancy:3RD FLOOR UNIT D-1 Reviewing Authorities:SOUTH WINDSOR FIRE DEPT. SYSTEM DESIGN Code:NFPA 13R Hazard:RESIDENTIAL System Type:WET Area of Sprinkler Oper. sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES I Make:Tyco Area per Sprinkler 380. 0 sq ftI Model: LFII Hose Allowance Inside 50 gpm I K-Factor: 4.40 Hose Allowance Outside 50 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 171.5 psi Required: 78.2 @ City Supply WATER SUPPLY Water Flow Test l Pump Data l Date of Test 1-19-16 I Rated Capacity 0 gpm Static Pressure 110.0 psi l Rated Pressure 0.0 psi l Residual Pres 90.0 psi I Elevation 0 I At a Flow of 1482 gpm l Make: I Elevation 0" i Model: Location: HYDRANT NEAR CLUBHOUSE Source of Information: FLOW TEST BY CONNECTICUT WATER SYSTEM VOLUME 130 Gallons Notes : EVERGREEN WALK Drawing Date: 3116116 13:38 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 71 70.3 psi 1 111" Thrd Other Valve 3' 120 1. 610 71 0 .5 1 11-2" Grvd Back Flow Valve Wilkins CHART LOSS 71 5.4 1 2" Fingd 90 Ell CI 5' 120 2. 067 71 0.3 Fixed Flow Inside Hose Stream 50 gpm Total Loss for Riser 6.2 psi Hydr Ref Rl Required at Base of Riser 121 76.5 psi 1 4" MJ 90 Ell DI 10 ' 120 4 .026 121 0 .1 2 4" MJ 45 Ell DI 8 ' 120 4.026 121 0. 0 1 Pipe 4" DIx18 America DI 350 500 ' 140 4.238 121 1 .5 1 4" Fingd Gate Valve Kennedy Gate 2 ' 120 4 .026 121 0. 0 1 4" MJ Tee DI 20' 120 4. 026 121 0.1 3 8" MJ 45 Ell DI 27 ' 120 8 .071 121 0 .0 1 Pipe 8" DIx18 America DI 350 100' 140 8. 488 121 0.0 Fixed Flow Outside Hose Stream 50 gpm Total Loss for Underground 1.8 psi Hydr Ref R2 Required at City Supply 171 78.2 psi Water Source110.0 psi static, 90.0 psi residual @ 1482 gpm 171 gpm 109.6 psi SAFETY PRESSURE 31.4 psi Available Pressure of 109.6 psi Exceeds Required Pressure of 78.2 psi This is a safety margin of 31.4 psi or 29 % of Supply Maximum Water Velocity is 15.5 fps EVERGREEN WALE Drawing Date: 3116116 13:38 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: Pressures are balanced to 0 .01 psi. Pressures are listed to 0 . 1 psi. Addition may vary by 0.1 psi due to accumulation of round off. Calculations conform to NFPA 13. Velocity Pressures are not considered in these Calculations EVERGREEN WALK Drawing Date: 3116116 13:38 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY FT) GPM/ (PSI-;I) )PSI) GPM) GPM)GPM/SQ.FT) 10 20 .50 25. 1 11 20 .50 21. 9 12 29. 67 13.7 13 20 .50 24 .7 Al 20.50 28 . 6 A2 20.50 29.0 A3 9. 83 55.0 A4 9. 83 61 .4 Bl 2.50 69.5 S1 29. 67 4 .40 13.2 16.0 16.0 0.05 S2 29. 67 4.40 13.2 16.0 16.0 0.05 S3 31. 00 17 .2 S3S 30.50 4 . 90 17 . 1 20 .3 13.0 0.08 S4 29. 67 4 .40 19.0 19.2 19.0 0 .05 S5 20 .50 26.3 S7 20 .50 24.3 W 2 .50 70 .3 Max velocity of 15.48 occurs in the pipe from B1 TO A4 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. EVERGREEN NALK Drawing Date: 3116116 13:38 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE S2 TO W (PRIMARY PATH) 16.00 1.101 1T 0 .15 13.2 13 .2 K = 4 .40 S2 C=150 9.56 0 .0 0. 0 16.00 0.045 9.71 0 .4 13.2 Vel = 5.44 16. 00 1.101 2E 9.25 13.7 13.7 12 C=150 1T 17 .21 4 .0 0.0 See PATH 2 32 .00 0.162 26.46 4 .3 13.7 Vel = 10.89 1.101 1T 5.03 21 . 9 21. 9 11 C=150 9.56 0 .0 0.0 32 .00 0.162 14 . 60 2.4 21 . 9 Vel = 10.89 1.101 4 . 94 24 .3 24 .3 S7 C=150 0 .00 0.0 0 .0 32. 00 0.162 4 . 94 0. 8 24 .3 Vel = 10 .89 1.101 7 .20 25.1 25.1 10 C=150 0 . 00 0. 0 0.0 32.00 0. 162 7 .20 1 .2 25. 1 Vel = 10 .89 1.101 1T 4 .71 26.3 26.3 S5 C=150 9.56 0.0 0.0 32 .00 0.162 14 .27 2 .3 26.3 Vel = 10.89 1.394 7.19 28 . 6 28. 6 Al C=150 0.00 0 .0 0.0 32.00 0.051 7.19 0.4 28 . 6 Vel = 6.79 39.45 1 .394 3T 65.77 29.0 29.0 A2 C=150 28 .57 4 . 6 0 .0 See PATH 3 71.45 0.227 94 .34 21 .5 29. 0 Vel = 15.17 1.394 27 .81 55. 0 55.0 A3 C=150 0.00 0.0 0. 0 71.45 0.227 27 .81 6.3 55.0 Vel = 15.17 1.380 2E 7 . 60 61 .4 61.4 A4 C=120 6.00 3.2 0.0 71.45 0.361 13. 60 4. 9 61 .4 Vel = 15.48 1. 610 5.00 69.5 69.5 Bl C=120 0.00 0. 0 0. 0 71.45 0.170 5.00 0 . 9 69.5 Vel = 11.37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) EVERGREEN WALK Drawing Date: 3116116 13:38 Tyco Fire Products Page 6 HYD. 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FITTING PIPE Pt Pt REF C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn W 71. 45 70.3 K = 8 .52 PATH 2 FROM HYDRAULIC REFERENCE Sl TO 12 16.00 1.101 1T 0.15 13.2 13.2 K = 4 .40 S1 C=150 9.56 0. 0 0 .0 16.00 0.045 9.71 0.4 13.2 Vel = 5.44 12 16.00 13 .7 K = 4 .33 PATH 3 FROM HYDRAULIC REFERENCE S3 TO A2 20.28 1.049 1E 0.50 17 .1 17 .1 K = 4 . 90 S3S C=120 2.00 -0.2 0 .0 20 .28 0.134 2 .50 0 .3 17 .1 Vel = 7 . 60 1.101 2E 24. 67 17 .2 17 .2 EqK = 4 .88 S3 C=150 1T 17.21 4.5 0.0 20.28 0.070 41.89 2 . 9 17 .2 Vel = 6. 90 19.17 1.101 1T 8 .13 24.7 24 .7 13 C=150 9.56 0.0 0.0 See PATH 4 39.45 0.239 17 . 69 4 .2 24 .7 Vel = 13.43 A2 39.45 29.0 K = 7 .33 PATH 4 FROM HYDRAULIC REFERENCE S4 TO 13 19.17 1.101 2E 10. 90 19.0 19.0 K = 4.40 S4 C=150 1T 17 .21 4. 0 0 .0 19. 17 0 .063 28 .11 1 .8 19.0 Vel = 6.52 13 19.17 24.7 K = 3.86 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance EVERGREEN WALK Static Pres: 110. 0 psi Pressure: 78. 2 psi In: 50 gpm 50 ANDREWS WAY- BUILDING 200 Resid. Pres: 90. 0 psi Sys Flow: 71 gpm Out: 50 gpm SOUTH WINDSOR, CT 06074 Flow: 1482 gpm Sys+ Hose: 171 gpm Remote Area: 1 Date: 1- 19- 16 Safety Pres: 31. 4 psi Loc: HYDRANT NEAR CLUBHOUSE Hd Elv Pres: 11. 8 psi 140 120 Su ly 100 80 P 100 gpm hose S I 60 40 20 11. 8 psi 100 150 200 250 300 350 400 450 500 Flow ( gpm) EVERGREEN WALE Drawing Date: 3116116 13:39 HYDRAULIC DESIGN INFORMATION SHEET Job Name: EVERGREEN WALK Location: 50 ANDREWS WAY - BUILDING 200 SOUTH WINDSOR, CT 06074 Drawing Date: Remote Area Number: 2 Contractor: HART MECHANICAL, INC. Telephone:860-633-3353 293 OAKWOOD DRIVE GLASTONBURY, CT 06033 Designer: J.COLTON Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: SMOOTH CEILING Occupancy:2ND FLOOR UNIT D-1 Reviewing Authorities:SOUTH WINDSOR FIRE DEPT. SYSTEM DESIGN Code:NFPA 13R Hazard:RESIDENTIAL System Type:WET Area of Sprinkler Oper. sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) RES I Make:TYCO Area per Sprinkler 340 .0 sq ft1 Model: LFII Hose Allowance Inside 50 gpm I K-Factor: 4. 90 Hose Allowance Outside 50 gpm I Temperature Rating: 160 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 161.6 psi Required: 61.9 @ City Supply WATER SUPPLY Water Flow Test Pump Data Date of Test 1-19-16 1 Rated Capacity 0 gpm I Static Pressure 110.0 psi I Rated Pressure 0. 0 psi I Residual Pres 90.0 psi Elevation 0 I At a Flow of 1482 gpm I Make: I Elevation 0" I Model: I Location: HYDRANT NEAR CLUBHOUSE Source of Information: FLOW TEST BY CONNECTICUT WATER SYSTEM VOLUME 130 Gallons Notes: EVERGREEN WALK Drawing Date: 3116116 13:39 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 62 54.6 psi 1 11-" Thrd Other Valve 3' 120 1. 610 62 0.4 1 11-" Grvd Back Flow Valve Wilkins CHART LOSS 62 5.2 1 2" Fingd 90 Ell CI 5' 120 2. 067 62 0.2 Fixed Flow Inside Hose Stream 50 gpm Total Loss for Riser 5.8 psi Hydr Ref Rl Required at Base of Riser 112 60.4 psi 1 4" MJ 90 Ell DI 10' 120 4.026 112 0.0 2 4" MJ. 45 Ell DI 8' 120 4.026 112 0 .0 1 Pipe 4" DIx18 America DI 350 500 ' 140 4 .238 112 1 .3 1 4" Fingd Gate Valve Kennedy Gate 2 ' 120 4 .026 112 0 .0 1 4" MJ Tee DI 20 ' 120 4 .026 112 0 .1 3 8" MJ 45 Ell DI 27 ' 120 8 .071 112 0.0 1 Pipe 8" DIx18 America DI 350 100' 140 8.488 112 0.0 Fixed Flow Outside Hose Stream 50 gpm Total Loss for Underground 1.5 psi Hydr Ref R2 Required at City Supply 162 61.9 psi Water Source110 .0 psi static, 90.0 psi residual @ 1482 gpm 162 gpm 109.7 psi SAFETY PRESSURE 47.8 psi Available Pressure of 109.7 psi Exceeds Required Pressure of 61.9 psi This is a safety margin of 47.8 psi or 44 % of Supply Maximum Water Velocity is 21.0 fps EVERGREEN WALE Drawing Date: 3116116 13:39 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: Pressures are balanced to 0.01 psi. Pressures are listed to 0 .1 psi. Addition may vary by 0 .1 psi due to accumulation of round off. Calculations conform to NFPA 13. Velocity Pressures are not considered in these Calculations EVERGREEN WALK Drawing Date: 3116116 13:39 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY FT) GPM/ (PSI-;iz) )PSI) GPM) GPM)GPM/SQ.FT) 10 20.50 10 .1 11 20.50 8 . 9 Al 20 .50 20. 0 A2 20 .50 21.3 A3 9. 83 42 .2 A4 9. 83 47 .0 B1 2.50 53. 9 S5 20 .50 12 .3 S5S 19.75 4 . 90 12 .0 17 .0 17 .0 0 .05 S6 20.50 8 .8 S6S 19.75 4. 90 8. 9 14.7 13..0 0.06 S7 20 .50 9.4 S7S 19.75 4 . 90 9.3 14 . 9 13.0 0 .06 S8 20.50 9.2 S8S 19.75 4. 90 9.4 15. 0 13.0 0. 06 W 2 .50 54. 6 Max velocity of 20. 96 occurs in the pipe from Al TO S5 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. EVERGREEN WALK Drawing Date: 3116116 13:39 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE S6 TO W (PRIMARY PATH) 14. 66 1.049 lE 0.75 8 . 9 8. 9 K = 4 . 90 S6S C=120 2 .00 -0 .3 0. 0 14 . 66 0.073 2 .75 0 .2 8. 9 Vel = 5.49 1.101 0 .79 8 . 8 8 .8 EqK = 4 . 93 S6 C=150 0.00 0 .0 0.0 14. 66 0.038 0.79 0 .0 8 . 8 Vel = 4 . 99 1.101 1T 5.03 8 . 9 8. 9 11 C=150 9.56 0.0 0. 0 14 . 66 0.038 14 . 60 0. 6 8 . 9 Vel = 4 . 99 14 . 94 1.101 4 . 94 9.4 9.4 EqK = 4 .87 S7 C=150 0.00 0 .0 0.0 29. 60 0.141 4 .94 0 .7 9.4 Vel = 10 .07 14. 99 1.101 7 .20 10.1 10 . 1 10 C=150 0 .00 0.0 0. 0 See PATH 2 44 .59 0 .300 7 .20 2.2 10.1 Vel = 15.17 17 .00 1.101 1T 4 .71 12.3 12 .3 EqK = 4 .85 S5 C=150 9.56 0 .0 0.0 61.59 0.545 14 .27 7 .8 12 .3 Vel = 20 . 96 1.394 7 .19 20.0 20. 0 Al C=150 0 .00 0. 0 0.0 61.59 0.173 7 .19 1.2 20 .0 Vel = 13.07 1.394 3T 65.77 21 .3 21.3 A2 C=150 28.57 4 . 6 0.0 61.59 0.173 94 .34 16.3 21.3 Vel = 13.07 1.394 27 . 81 42.2 42 .2 A3 C=150 0 .00 0.0 0. 0 61.59 0.173 27 .81 4.8 42.2 Vel = 13.07 1.380 2E 7 . 60 47 .0 47 .0 A4 C=120 6.00 3.2 0 .0 61.59 0.274 13. 60 3.7 47 .0 Vel = 13.34 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) EVERGREEN NALK Drawing Date: 3116116 13:39 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE S6 TO W (PRIMARY PATH) 1. 610 5.00 53. 9 53. 9 B1 C=120 0 .00 0. 0 0. 0 61.59 0.129 5.00 0 . 6 53. 9 Vel = 9.80 W 61.59 54. 6 K = 8.34 14. 94 1.049 1T 0 .75 9.3 9.3 K = 4 . 90 S7S C=120 5.00 -0 .3 0.0 14 . 94 0.076 5.75 0 .4 9.3 vel = 5. 60 S7 14 . 94 9.4 K = 4 .87 17.00 1.049 1T 0.75 12 .0 12.0 K = 4 . 90 S5S C=120 5.00 -0 .3 0 .0 17 .00 0.096 5 .75 0 . 6 12 .0 Vel = 6.37 S5 17 .00 12 .3 K = 4 .85 PATH 2 FROM HYDRAULIC REFERENCE S8 TO 10 14 . 99 1 .049 lE 0 .75 9.4 9.4 K = 4 . 90 S8S C=120 2 .00 -0 .3 0.0 14 . 99 0 .076 2 .75 0 .2 9.4 Vel = 5. 62 1.101 lE 8.17 9.2 9.2 EqK = 4 . 93 S8 C=150 1T 13 .39 0 .0 0.0 14 . 99 0.040 21 .56 0. 9 9.2 Vel = 5.10 10 14 . 99 10.1 K = 4 .72 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance EVERGREEN WALK Static Pres: 110. 0 psi Pressure: 61. 9 psi In: 50 gpm 50 ANDREWS WAY- BUILDING 200 Resid. Pres: 90. 0 psi Sys Flow: 62 gpm Out: 50 gpm SOUTH WINDSOR, CT 06074 Flow: 1482 gpm Sys+ Hose: 162 gpm Remote Area: 2 Date: 1- 19- 16 Safety Pres: 47. 8 psi Loc: HYDRANT NEAR CLUBHOUSE Hd Elv Pres: 7. 5 psi 140 120 Sup I 100 80 P S 60 100 pm hose 40 20 7. 5 psi 100 150 200 250 300 350 400 450 500 Flow ( gpm)