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HomeMy WebLinkAbout50 Andrews Way - Building Plans & Drawin CLUBHOUSE @ .EVERGREEN WALK Drawing Date:01/25/16 1125116 10:4 7 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CLUBHOUSE @ EVERGREEN WALK Location: 50 ANDREWS WAY SOUTH WINDSOR, CT Drawing Date: 01/25/16 Remote Area Number: 1 Contractor: Hart Mechanical Telephone: 860-633-3353 293 Oakwood Drive Glastonbury, CT Designer: DDL Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: WOOD Occupancy:ATTIC Reviewing Authorities:LOCAL AUTHORITIES/NICET SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:DRY Area of Sprinkler Oper. 2535 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: TYCO Area per Sprinkler 120. 0 sq ftl Model: TY-FRB Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 100 gpm I Temperature Rating: 200 CALCULATION SUMMARY 34 Flowing Outlets gpm Required: 745.0 psi Required: 81.1 @ Source WATER SUPPLY Water Flow Test I Pump Data 1 Date of Test 1-19-16 I Rated Capacity 0 gpm 1 Static Pressure 110 .0 psi I Rated Pressure 0. 0 psi 1 Residual Pres 90. 0 psi I Elevation 0 I At a Flow of 1482 gpm 1 Make: Elevation 0" 1 Model: Location: Tamarack Road Source of Information: Connecticut Water SYSTEM VOLUME 480 Gallons Notes: OG y � �S 1r.ND.OQ03B 9y A.MAI. CLUBHOUSE 0 EVERGREEN WALK Drawing Date:01/25/16 1125116 10:47 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 645 46.5 psi Elevation Change 1110" 4 . 8 1 4" Grvd 90 Ell 10 ' 100 4 . 026 645 1.7 1 Pipe 4" 10x21 7 ' 100 4.260 645 0. 9 1 4" Grvd Dry Valve Tyco DV-1 CHART LOSS 645 0. 4 2 4" Grvd Butterfly Valve "BFV" 28 ' 120 4 .026 645 3 .2 1 4" Fingd Back Flow Valve Wilkins CHART LOSS 645 9.0 Hydr Ref R1 Required at BASE OF RISER 645 66.4 psi 1 4" MJ 90 Ell 10 ' 120 4 .026 645 1.2 1 4" MJ 45 Ell 4 ' 120 4 . 026 645 0 .5 1 Pipe 4" DIx18 Cl 350 150' 140 4 .238 645 10. 1 1 4" Fingd Gate Valve Kennedy "4068 2 ' 120 4. 026 645 0.2 1 4" MJ Tee 20' 120 4 .026 645 2 .4 Fixed Flow Outside Hose Allow. 100 gpm 1 Pipe 8" DIx18 C1 350 100 ' 140 8 .488 745 0 .3 1 8" MJ 45 Ell 9' 120 8 . 071 745 0.0 Hydr Ref R1 Required at Source 745 81.1 psi Water Source110. 0 psi static, 90. 0 psi residual @ 1482 gpm 745 gpm 104.4 psi SAFETY PRESSURE 23.3 psi Available Pressure of 104.4 psi Exceeds Required Pressure of 81.1 psi This is a safety margin of 23.3 psi or 22 a of Supply Maximum Water Velocity is 17. 7 fps CLUBHOUSE @ EVERGREEN WALK Drawing Date:01125116 1125116 10:47 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 i 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 CLUBHOUSE @ EVERGREEN WALK Drawing Date:01125116 1125116 10:47 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^4) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 10 11.42 15.8 11 11 .00 15.5 12 11 .00 15. 1 13 13.17 11 .5 14 14. 67 15. 6 20 11.42 13 .7 Al 11. 00 19.1 A2 11 .00 19.3 A3 11 .00 19.5 A4 19.25 21 . 8 A5 19. 99 21 . 9 A6 21 . 67 21.4 A7 24 . 12 22.5 B1 19.25 21.7 Sl 11 .42 5. 60 13. 6 20. 6 14.8 0. 17 S2 11. 42 5. 60 13.7 20.7 14.8 0.17 S3 11 .42 5. 60 14.2 21 . 1 14 .8 0. 18 S4 15.42 5. 60 12. 6 19. 9 14 .8 0. 17 S5 15.42 5. 60 12 .1 19.5 14 .8 0. 16 S6 15.42 5. 60 12 .0 19.4 14.8 0.16 S7 19.75 5. 60 17 .0 23.1 14.8 0 .19 S8 19.75 5. 60 17. 9 23 .7 14 .8 0 .20 S9 19.75 5. 60 17 .2 23.2 14 .8 0. 19 S10 25.50 5. 60 13.2 20.4 14 . 8 0.17 S11 25.50 5. 60 12.7 19. 9 14. 8 0.17 S12 25.50 5. 60 12 .5 19.8 14 .8 0. 17 S13 25.50 5. 60 14 .3 21.2 14 .8 0. 18 S14 11.42 5. 60 12 .7 20. 0 14 .8 0. 17 S15 11.42 5. 60 12 .1 19.5 14. 8 0.16 S16 13.17 5. 60 10.1 17 .8 14 . 8 0. 15 S17 13.17 5. 60 10. 6 18.2 14 .8 0. 15 S18 14 . 67 5. 60 15.4 22 . 0 14. 8 0. 18 S19 18 . 67 5. 60 12.5 19. 8 14.8 0.17 S20 18 . 67 5. 60 12 . 0 19.4 14 . 8 0. 16 S21 18. 67 5. 60 11 . 9 19.3 14 .8 0. 16 S22 21.00 5. 60 7 .0 14 . 8 14.8 0. 12 S23 21 . 00 5. 60 7.1 14 . 9 14.8 0.12 S24 21 .00 5. 60 7 .4 15.2 14 . 8 0. 13 S25 21.00 5. 60 8 .0 15. 9 14 .8 0. 13 S26 21. 00 5. 60 9.2 17 .0 14.8 0.14 S27 21 .00 5. 60 10.8 18.4 14 . 8 0.15 S28 21 .00 5. 60 13. 1 20.3 14 .8 0. 17 S29 26.00 5. 60 7.5 15.4 14 . 8 0.13 S30 26.00 5. 60 7. 6 15.5 14 . 8 0.13 S31 26.00 5. 60 7 . 9 15. 8 14 . 8 0. 13 S32 26.00 5. 60 8 . 6 16.5 14 .8 0. 14 S33 26. 00 5. 60 9. 9 17 . 6 14. 8 0.15 S34 26.00 5. 60 11. 8 19.2 14 . 8 0. 16 W 11.00 46.5 Max velocity of 17. 69 occurs in the pipe from Al TO 10 CLUBHOUSE @ EVERGREEN WALK Drawing Date:01/25/16 1125116 10:47 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 S16 TO W (PRIMARY PATH) 17 .79 1.049 1T 5. 88 10 . 1 10. 1 K = 5. 60 S16 C=100 3.57 0.0 0 .0 17 .79 0 . 147 9.45 1.4 10 .1 Vel = 6. 67 18.24 1 .049 1T 2.17 11 .5 11.5 13 C=100 3.57 0. 9 0. 0 See PATH 3 36. 04 0.542 5.74 3.1 11 .5 Vel = 13.51 39.42 1 . 682 1T 11.87 15.5 15.5 11 C=100 5.71 0 . 0 0.0 See PATH 4 75.45 0 .213 17 .58 3.8 15.5 Vel = 11 . 00 121.33 3 .260 3.55 19.3 19.3 A2 C=100 0.00 0 .0 0.0 See PATH 6 196.78 0. 050 3.55 0 .2 19.3 Vel = 7. 64 80.48 3.260 3E 47 . 92 19.5 19.5 A3 C=100 14. 99 -3. 6 0.0 See PATH 9 277 .27 0. 094 62.91 5. 9 19.5 Vel = 10.76 70.03 4 .260 1E 2 . 64 21 .8 21 .8 A4 C=100 7.14 -0 .3 0.0 See PATH 12 347 .30 0. 039 9.78 0 .4 21.8 Vel = 7. 89 116.45 4 .260 3.75 21 . 9 21 . 9 A5 C=100 0.00 -0 .7 0.0 See PATH 2 463.75 0. 066 3.75 0.2 21. 9 Vel = 10.54 81 .34 4.260 2E 10.39 21 .4 21.4 A6 C=100 14 .27 -1 .1 0. 0 See PATH 11 i 545.09 0 .090 24 . 67 2.2 21 .4 Vel = 12 .39 99. 88 4.260 5E 99.14 22 .5 22.5 A7 C=100 1T 49. 96 5.7 0. 0 See PATH 8 644 . 97 0 . 122 149.10 18 .2 22 .5 Vel = 14 . 66 W 644 . 97 46.5 K = 94 . 60 PATH 2 FROM HYDRAULIC REFERENCE S22 TO A5 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CLUBHOUSE @ EVERGREEN WALK Drawing Date:01/25/16 1125116 10:47 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 2 FROM HYDRAULIC REFERENCE S22 TO A5 CONTINUED 14 . 82 1 . 682 8 .00 7.0 7 . 0 K = 5. 60 S22 C=100 0 .00 0 .0 0 .0 14.82 0 .011 8.00 0 .1 7 .0 Vel = 2 .16 14 . 90 1 . 682 8.00 7 . 1 7 . 1 K = 5. 60 S23 C=100 0.00 0.0 0.0 29.72 0 .038 8.00 0.3 7 .1 Vel = 4 .33 15.22 1 . 682 8.00 7 .4 7 .4 K = 5. 60 S24 C=100 0.00 0 . 0 0.0 44 . 94 0. 082 8.00 0 .7 7 .4 Vel = 6.55 15.88 1 . 682 8 .00 8 .0 8 .0 K = 5. 60 S25 C=100 0.00 0 .0 0.0 60.82 0.143 8.00 1 .1 8.0 Vel = 8.87 16. 98 1 . 682 7 .00 9.2 9.2 K = 5. 60 S26 C=100 0 .00 0 .0 0.0 77 . 80 0.226 7 .00 1 . 6 9.2 Vel = 11.34 18 .38 1 . 682 7 .00 10.8 10 .8 K = 5. 60 S27 C-100 0.00 0 .0 0.0 96. 18 0.334 7.00 2 .3 10.8 Vel = 14.02 20.28 1 . 682 2E 6.09 13.1 13.1 K = 5. 60 S28 C=100 1T 11.42 0 .4 0 .0 116.45 0. 476 17.51 8 .3 13.1 Vel = 16. 98 A5 116.45 21 . 9 K = 24 . 89 PATH 3 FROM HYDRAULIC REFERENCE S17 TO 13 18 .24 1 .049 1T 2.12 10 . 6 10 . 6 K = 5. 60 S17 C=100 3.57 0.0 0. 0 18.24 0 . 154 5. 69 0. 9 10. 6 Vel = 6. 84 13 18.24 11.5 K = 5.38 PATH 4 FROM HYDRAULIC REFERENCE S15 TO 11 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CLUBHOUSE, @ EVERGREEN WALK Drawing Date:01/25/16 1125116 10:47 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF licit TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE S15 TO 11 CONTINUED 19.47 1 . 049 1T 5.88 12. 1 12 . 1 K = 5. 60 S15 C=100 3.57 0.0 0.0 19.47 0 . 173 9.45 1 . 6 12 .1 Vel = 7 .30 19. 95 1 .049 lE 0 .42 13.7 13.7 20 C=100 1.43 0.2 0 .0 See PATH 5 39.42 0 . 640 1.84 1 .2 13.7 Vel = 14 .78 1 . 682 7.00 15.1 15.1 12 C=100 0.00 0 . 0 0.0 39.42 0. 064 7.00 0 . 4 15.1 Vel = 5 .75 11 39.42 15.5 K = 10. 00 PATH 5 FROM HYDRAULIC REFERENCE S14 TO 20 19. 95 1 .049 1T 2 .12 12 .7 12 .7 K = 5. 60 S14 C=100 3.57 0.0 0. 0 19. 95 0.181 5. 69 1.0 12 .7 Vel = 7.48 20 19. 95 13.7 K = 5 .39 PATH 6 FROM HYDRAULIC REFERENCE S1 TO A2 20 . 64 1 . 682 7 .00 13. 6 13. 6 K = 5. 60 S1 C=100 0 .00 0.0 0. 0 20. 64 0 .019 7 .00 0.1 13. 6 Vel = 3. 01 20 .75 1 . 682 7.00 13.7 13.7 K = 5. 60 S2 C=100 0.00 0.0 0.0 41.39 0 .070 7 .00 0.5 13.7 Vel = 6. 04 21. 12 1. 682 1T 4 .55 14 .2 14 .2 K = 5. 60 S3 C=100 5.71 0 .0 0.0 62 .51 0. 151 10.26 1 .5 14 .2 Vel = 9.11 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CLUBHOUSE 9 EVERGREEN WALK Drawing Date:01/25/16 1125116 10:47 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE S1 TO A2 CONTINUED 58. 82 1 . 682 1T 0.42 15. 8 15. 8 10 C=100 5.71 0.2 0 .0 See PATH 7 121.33 0.514 6.13 3. 1 15. 8 Vel = 17 . 69 3.260 9.45 19.1 19. 1 Al C=100 0.00 0.0 0 .0 121.33 0.020 9.45 0 .2 19.1 Vel = 4. 71 A2 121.33 19.3 K = 27. 63 I PATH 7 FROM HYDRAULIC REFERENCE S6 TO 10 19.40 1 . 682 8 .00 12.0 12 .0 K = 5. 60 S6 C=100 0.00 0 .0 0.0 19.40 0 .017 8.00 0.1 12 .0 Vel = 2 .83 19.51 1. 682 8.00 12 .1 12.1 K = 5. 60 S5 C=100 0. 00 0. 0 0. 0 38 . 91 0.063 8.00 0 .5 12.1 Vel = 5. 67 19. 91 1. 682 1E 7.45 12 . 6 12. 6 K = 5. 60 S4 C=100 2 .85 1.7 0 . 0 58 . 82 0. 135 10.30 1 .4 12. 6 Vel = 8 .58 10 58.82 15.8 K = 14 . 82 PATH 8 FROM HYDRAULIC REFERENCE S29 TO A7 15.36 1 . 682 8 . 00 7.5 7 .5 K = 5. 60 S29 C=100 0.00 0 .0 0.0 15.36 0 .011 8 . 00 0.1 7 .5 Vel = 2 .24 15.45 1 . 682 8 .00 7. 6 7 . 6 K = 5. 60 S30 C=100 0. 00 0.0 0. 0 30. 82 0. 041 8.00 0 .3 7. 6 Vel = 4 .49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CLUBHOUSE @ EVERGREEN WALK Drawing Date:01/25/16 1125116 10:47 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE S29 TO A7 CONTINUED 15.78 1. 682 8.00 7. 9 7 . 9 K = 5. 60 S31 C=100 0 .00 0.0 0 . 0 46. 60 0 .087 8.00 0 . 7 7. 9 Vel = 6.79 16.46 1 . 682 8.00 8 . 6 8 . 6 K = 5. 60 S32 C=100 0.00 0 . 0 0.0 63.06 0 .153 8.00 1 .2 8 . 6 Vel = 9. 19 17 .59 1. 682 8.00 9. 9 9. 9 K = 5 . 60 S33 C=100 0.00 0.0 0. 0 80. 65 0 .241 8.00 1 . 9 9. 9 Vel = 11 .76 19.23 1 . 682 3E 13.45 11.8 11 .8 K = 5. 60 S34 C=100 1T 14 .27 0 .8 0.0 99. 88 0 .358 27 .72 9.9 11 . 8 Vel = 14 .56 A7 99.88 22.5 K = 21. 03 PATH 9 FROM HYDRAULIC REFERENCE S21 TO A3 19.30 1 . 682 8.00 11 . 9 11. 9 K = 5. 60 S21 C=100 0.00 0.0 0. 0 19.30 0. 017 8.00 0 .1 11. 9 Vel = 2.81 19.41 1. 682 8.00 12 .0 12.0 K = 5. 60 S20 C=100 0. 00 0 .0 0. 0 38.71 0 .062 8 .00 0 .5 12 .0 Vel = 5. 64 19.81 1 . 682 lE 7 .45 12 .5 12 .5 K = 5. 60 S19 C=100 2 . 85 1.7 0.0 58 .51 0 .133 10 .30 1 .4 12 .5 Vel = 8 .53 21. 97 1 . 682 1T 3. 67 15. 6 15. 6 14 C=100 5.71 1 . 6 0.0 See PATH 10 80.48 0 .240 9.38 2.3 15. 6 Vel = 11 .73 A3 80.48 19.5 K = 18 .24 PATH 10 FROM HYDRAULIC REFERENCE S18 TO 14 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CLUBHOUSE @ EVERGREEN WALK Drawing Date:01/25/16 1/25/16 10:47 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe ******* POINT PV NOTES ******* Qt Pf/ft TOTAL Pf Pn i PATH 10 FROM HYDRAULIC REFERENCE S18 TO 14 CONTINUED 21 . 97 1. 682 1T 4 .55 15.4 15.4 K = 5. 60 S18 C=100 5. 71 0. 0 0. 0 21 . 97 0. 022 10.26 0.2 15.4 Vel = 3.20 14 21 . 97 15. 6 K = 5.56 PATH 11 FROM HYDRAULIC REFERENCE S12 TO A6 19. 84 1. 682 8.00 12 .5 12.5 K = 5. 60 S12 C=100 0.00 0 .0 0.0 19. 84 0.018 8.00 0.1 12.5 Vel = 2 .89 19. 95 1 . 682 8 . 00 12 . 7 12 .7 K = 5. 60 S11 C=100 0 . 00 0. 0 0. 0 39.78 0 .065 8 . 00 0.5 12 .7 Vel = 5. 80 20.36 1. 682 8. 00 13.2 13.2 K = 5. 60 S10 C=100 0. 00 0 .0 0.0 60.14 0. 140 8. 00 1 .1 13.2 Vel = 8.77 21.20 1. 682 2E 10. 63 14 .3 14.3 K = 5 .60 S13 C=100 1T 11.42 1 .7 0.0 81.34 0 .245 22.05 5.4 14 .3 Vel = 11.86 A6 81.34 21. 4 K = 17.58 PATH 12 FROM HYDRAULIC REFERENCE S7 TO A4 23.10 1 . 682 8 . 00 17. 0 17 . 0 K = 5. 60 S7 C=100 0. 00 0. 0 0. 0 23.10 0.024 8. 00 0.2 17 . 0 Vel = 3.37 23.23 1 . 682 8. 00 17.2 17.2 K = 5. 60 S9 C=100 0. 00 0 .0 0.0 46.34 0. 087 8. 00 0.7 17.2 Vel = 6. 76 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CLUBHOUSE @ EVERGREEN WALK Drawing Date:01/25/16 1125116 10:47 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 12 FROM HYDRAULIC REFERENCE S7 TO A4 CONTINUED 23.70 1. 682 2E 7 . 95 17. 9 17 . 9 K = 5. 60 S8 C=100 1T 11.42 0.2 0 .0 70.03 0 .186 19.37 3. 6 17. 9 Vel = 10 .21 3 .260 1T 3.18 21 . 7 21.7 B1 C=100 10.71 0 . 0 0. 0 70 .03 0.007 13. 88 0 . 1 21.7 Vel = 2 .72 A4 70.03 21 .8 K = 14 . 99 j UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance CLUBHOUSE @ EVERGREEN WALK Static Pres: 110.0 psi Pressure: 81.1 psi In: 0 gpm u 50 ANDREWS WAY Resid. Pres: 90.0 psi Sys Flow: 645 gpm Out: 100 gpm SOUTH WINDSOR, CT Flow: 1482 gpm Sys+Hose: 745 gpm Remote Area: 1 Date: 1-19-16 Safety Pres: 23.3 psi Loc: Tamarack Road Hd Elv Pres: 9.1 psi 140 120 Suppi 100 80 P 100 gpm hose S I 60 40 20 9.1 psi 150 225 300 375 450 525 600 675 750 Flew (nnml