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Plans Fire Sprinkler LA Fitness 2012
LA FITNESS Drawing Date:4/25/12 4/26/12 9:36 HYDRAULIC DESIGN INFORMATION SHEET Job Name: LA FITNESS Location: 1021 ATLANTIC BLVD JACKSONVILLE, FL Drawing Date: 4/25/12 Remote Area Number: 1 Contractor: Central Fire Protection, Inc. Telephone: (770) 922-4250 1760 Old Covington Road, N.E. Conyers, Georgia 30013 Fax: (770) 929-3288 Designer: Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Steel Joist Occupancy:Assembly Reviewing Authorities:FIRE MARSHAL SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:WET Area of Sprinkler Oper. 1230 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: VIK Area per Sprinkler 256.0 sq ftj Model: QREC Hose Allowance Inside 0 gpm I K-Factor: 8.00 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 8 Flowing Outlets gpm Required: 343.1 psi Required: 39.7 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 4/3/12 1 Rated Capacity 0 gpm Static Pressure 50.0 psi I Rated Pressure 0.0 psi Residual Pres 38.0 psi I Elevation 0 1 At a Flow of 1000 gpm I Make: Elevation 0" 1 Model: Location: @SITE Source of Information: City of Atlantic Beach Q .•'' CEN '' .� ' SYSTEM VOLUME 764 Gallons = No. 0048376 *' = Notes: - ST E U \ �: 70NAL Reviewed for compliance with 2010 Florida Fire Prevention Code and 2007 NFPA 13 requirements. r 4 LA FITNESS Drawing Date: 4/25/12 4/26/12 9:36 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 243 33. 0 psi Elevation Change 15' 0" 6.5 1 Pipe 6" 10x21 10' 120 6.357 243 0. 0 1 6" Grvd Alarm Valve CHART LOSS 243 -0. 0 1 6" Fingd Gate Valve 3' 120 6. 065 243 0. 0 Total Loss for THRU RISER 6.5 psi Hydr Ref BOR Required at BASE OF RISER 243 39.5 psi 1 6" MJ 90 Ell 14 ' 120 6. 065 243 0. 0 1 Pipe 6" DIx18 Cl 350 6' 140 6.338 243 0. 0 1 Pipe 6" PVx18 C900 150' 150 6. 130 243 0.2 1 6" Fingd Gate Valve 3' 120 6.065 243 0. 0 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref TEST Required at Source 343 39.7 psi Water Source 50. 0 psi static, 38. 0 psi residual @ 1000 gpm 343 gpm 48. 3 psi SAFETY PRESSURE 8. 6 psi Available Pressure of 48.3 psi Exceeds Required Pressure of 39.7 psi This is a safety margin of 8. 6 psi or 18 % of Supply Maximum Water Velocity is 18. 0 fps LA FITNESS Drawing Date: 4/25/12 4/26/12 9: 36 Page 4 --------------------- NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1-�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 19. 67 10. 4 1S 15. 00 8 . 00 11 . 0 26. 5 26. 0 0. 10 2 19. 67 12. 7 2S 19. 00 8 . 00 11 . 6 27 . 3 26. 0 0. 11 3 19. 67 10. 0 3S 15.00 8 . 00 10. 6 26.0 26. 0 0. 10 4 15. 83 17 . 9 4S 15. 00 8. 00 17 .3 33.3 26. 0 0. 13 5 19. 67 11. 3 5S 15. 00 8 . 00 11. 8 27 .4 26.0 0. 11 6 19. 67 13.7 6S 19. 00 8 . 00 12 .5 28.3 26. 0 0.11 7 15. 83 19. 4 7S 15. 00 8 . 00 18.7 34 . 6 26. 0 0.14 8 15. 83 25. 4 8S 15. 00 8 . 00 24 . 5 39. 6 26. 0 0.15 30 15. 83 25. 9 31 15. 83 20.0 32 19. 67 12. 8 33 15. 83 27. 4 34 15. 83 21 . 9 35 15. 83 29.2 36 15. 83 28 . 5 43 14 . 67 32.2 44 17 . 33 30. 5 45 17. 33 30.7 46 17.33 30. 8 50 17 . 33 30.5 51 17 . 33 30.7 54 15. 83 30. 6 55 15. 83 30. 6 56 15. 83 30.7 57 15. 83 30. 6 Al 15. 83 29.2 A2 15. 83 29. 1 A3 15. 83 29.2 A4 15. 83 29.5 A5 15. 83 30. 0 A6 15. 83 30.2 A7 14 . 67 32 .2 A8 14 . 67 32.3 A9 14 . 67 32 . 3 A10 14 . 67 32. 7 Bl 15. 83 30. 6 B2 15. 83 30. 6 B3 15. 83 30. 5 B4 15. 83 30. 5 B5 15. 83 30. 5 Cl 18 . 42 29.3 C2 15. 83 30. 5 Dl 14 . 67 32.7 { i LA FITNESS Drawing Date:4/25/12 4/26/12 9:37 HYDRAULIC DESIGN INFORMATION SHEET Job Name: LA FITNESS Location: 1021 ATLANTIC BLVD JACKSONVILLE, FL Remote Area Number: 2 Drawing Date: 4/25/12 Contractor: Central Fire Protection, Inc. Telephone: (770) 922-4250 1760 Old Covington Road, N.E. Conyers, Georgia 30013 Fax: (770) 929-3288 Designer: Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Occupancy:Assembly Construction: Steel Joist Reviewing Authorities:FIRE MARSHAL SYSTEM DESIGN Code:NFPA13 Hazard:LIGHT System Type:WET or Nozzle Area of Sprinkler Oper. 1107 sq ftl Make:Sprinkler Density (gpm/sq ft) 0.100 1 VIK Area per Sprinkler 400.0 sq ftl Model: MIRAGE Hose Allowance Inside 0 gpm l K-Factor:11 .20 Hose Allowance Outside 100 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 308.3 psi Required: 31.6 @ Source WATER SUPPLY Water Flow Test I Pump Data I Date of Test 4/3/12 1 Rated Capacity 0 gpm 1 Static Pressure 50.0 psi 1 Rated Pressure 0.00 psi Residual Pres 38.0 psi I Elevation 1 `````1��ii��//,''' At a Flow of 1000 gpm l Make: I l:d Moe ��� SCOTT 0" I Elevation Location: @SITE Source of Information: City of Atlantic Beach = * No. 0048376 SYSTEM VOLUME 764 Gallons Notes: '. 1• �:� y Reviewed for compliance with 2010 Florida Fire Prevention Code and 2007 NFPA 13 requirements. 1 LA FITNESS Drawing Date: 4/25/12 4/26/12 9: 37 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 208 24 . 9 psi Elevation Change 1510" 6. 5 1 Pipe 6" 10x21 10' 120 6. 357 208 0. 0 1 6" Grvd Alarm Valve CHART LOSS 208 -0. 0 1 6" Fingd Gate Valve 3' 120 6. 065 208 0. 0 Total Loss for THRU RISER 6. 5 psi Hydr Ref BOR Required at BASE OF RISER 208 31. 4 psi 1 6" MJ 90 Ell 14 ' 120 6. 065 208 0. 0 1 Pipe 6" DIx18 Cl 350 6' 140 6. 338 208 0. 0 1 Pipe 6" PVx18 C900 150' 150 6. 130 208 0.2 1 6" Fingd Gate Valve 3' 120 6. 065 208 0. 0 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref TEST Required at Source 308 31. 6 psi Water Source 50. 0 psi static, 38. 0 psi residual @ 1000 gpm 308 gpm 48. 6 psi SAFETY PRESSURE 17. 0 psi Available Pressure of 48 . 6 psi Exceeds Required Pressure of 31. 6 psi This is a safety margin of 17 . 0 psi or 35 % of Supply Maximum Water Velocity is 16.2 fps LA FITNESS Drawing Date:4/25/12 4/26/12 9:37 NODE ELEVATION ____________ Page 4 NUMBER SPRINKLER ___ K-FACTOR PRESSURE ACTUAL (FT)- (GPM/ (PSI.!- ) ) (PSI FLOW MINIMUM ACTUAL 9 ________________ ) (GPM) DENSITY 9S16.22 ___________________ (GPM) (GPM 13. 00 13. 9Q.FT) 10 16.24 11 .20 12. 8 111 16.24 14 .2 15. 00 11 .20 15. 4 40. 1 40. 1 0. 10 11S 15. 00 42.3 40. 1 12 11 .20 15' 7 0. 11 12S 16.22 14 . 5 13. 00 13. 9 42' 7 40. 1 13 16.24 11.20 0. 11 13S 12' 9 40. 1 43 15. 00 16. 0 40. 1 0. 10 14. 67 11.20 44 14' 8 431 45 17.33 24 . 4 40. 1 0. 11. 17.33 22.5 46 17.33 22. 7 50 17.33 22. 8 517.33 22. 5 544 15. 83 22. 7 55 15. 83 19. 9 56 15. 83 20.3 57 15. 83 21. 0 58 16.24 20. 6 59 16.24 16. 4 60 16.24 16.2 A615. 8 15. 83 23.2 A7 14 . 67 24. 4 AA8 14. 67 24 . 5 �J 14 . 67 24.5 ' 67 24. 8 1� 22.5 22.5 y a w LA FITNESS Drawing Date:4/25/12 4/26/12 9:37 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1z) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 9 16.22 13. 9 9S 13. 00 11.20 12. 8 40. 1 40. 1 0. 10 10 16.24 15. 4 10S 15.00 11.20 14 .2 42.3 40. 1 0. 11 11 16.24 15.7 11S 15. 00 11 .20 14 . 5 42.7 40. 1 0. 11 12 16.22 13. 9 12S 13. 00 11.20 12. 9 40.1 40. 1 0. 10 13 16.24 16. 0 13S 15. 00 11 .20 14 . 8 43. 1 40. 1 0. 11 43 14 . 67 24 . 4 44 17 . 33 22. 5 45 17. 33 22.7 46 17 . 33 22 . 8 50 17. 33 22 . 5 51 17.33 22 .7 54 15. 83 19. 9 55 15. 83 20. 3 56 15. 83 21 . 0 57 15.83 20. 6 58 16.24 16. 4 59 16.24 16.2 60 16.24 15. 8 A6 15. 83 23.2 A7 14 . 67 24 . 4 A8 14 . 67 24 .5 A9 14 . 67 24 . 5 A10 14 . 67 24 . 8 B1 15. 83 22 . 5 B2 15. 83 22 . 5 B3 15. 83 22 . 5 B4 15. 83 22 . 5 B5 15. 83 22.5 Cl 18 .42 21 . 7 C2 15. 83 22 . 6 D1 14 . 67 24 . 8 D2 14 . 67 24 . 8 D3 14 . 67 24 . 8 D4 14 . 67 24 . 8 W 14 . 67 24. 9 Max velocity of 16. 17 occurs in the pipe from 58 TO 13 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. LA FITNESS Drawing Date:4/25/12 4/26/12 9:37 HYDRAULIC DESIGN INFORMATION SHEET Job Name: LA FITNESS Location: 1021 ATLANTIC BLVD JACKSONVILLE, FL Drawing Date: 4/25/12 Remote Area Number: 3 Contractor: Central Fire Protection, Inc. Telephone: (770) 922-4250 1760 Old Covington Road, N.E. Conyers, Georgia 30013 Fax: (770) 929-3288 Designer: Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Steel Joist Occupancy:Assembly Reviewing Authorities:FIRE MARSHAL SYSTEM DESIGN Code:NFPA13 Hazard:LIGHT System T y ype:WET Area of Sprinkler Oper. 1670 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: VIK Area per Sprinkler 400.0 sq ftl Model: MIRAGE Hose Allowance Inside 0 gpm 1 K-Factor:11.20 Hose Allowance Outside 100 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 308. 9 psi Required: 36.6 @ Source WATER SUPPLY Water Flow Test I Pump Data Date of Test 4/3/12 1 ���������������, I Rated Capacity 0 gpm 1 ��`` SCOTT Static Pressure 50.0 psi 1 Rated Pressure 0.0 psi 1 ` Residual Pres 38.0 psi 1 Elevation 0 p�Q •'��CENSF' At a Flow of 1000 gpm I Make: I - Elevation0" Model: No. 0048376 I - Location: @SITE .��; Source of Information: ST T City of Atlantic Beach - SYSTEM VOLUME 764 Gallons •• �` Notes: Reviewed for compliance with 2010 Florida Fire Prevention Code and 2007 NFPA 13 requirements. y. LA FITNESS Drawing Date: 4/25/12 4/26/12 9:37 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 209 29. 9 psi Elevation Change 15 ' 0" 6. 5 1 Pipe 6" 10x21 1 1 6" Grvd Alarm Valve 0' 120 6. 357 209 0. 0 1 6" Fingd Gate Valve CHART LOSS 209 -0. 0 31 120 6. 065 209 0. 0 Total Loss for THRU RISER 6.5 psi Hydr Ref BOR Required at BASE OF RISER 209 1 6" MJ 90 Ell 36.4 psi 14 ' 120 6. 065 209 0. 0 1 Pipe 6" DIx18 Cl 350 6' 140 6. 338 209 0. 0 1 Pipe 6" PVx18 C900 150 ' 150 6. 130 209 0.2 1 6" Fingd Gate Valve 3' 120 6. 065 209 0. 0 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref TEST Required at Source 309 36. 6 psi Water Source 50. 0 psi static, 38. 0 psi residual @ 1000 gpm 309 gpm 48. 6 psi SAFETY PRESSURE 12. 0 psi Available Pressure of 48. 6 psi Exceeds Required Pressure of 36. 6 psi This is a safety margin of 12. 0 psi or 25 % of Supply Maximum Water Velocity is 16. 6 fps LA FITNESS Drawing Date: 4/25/12 4/26/12 9:37 Page 4 NODE ELEVATION NUMBER SPRINKLER PRESSURE ACTUAL K-FACTOR MINIMUM ACTUAL (FT) (GPM/ (PSI^'.�) ) FLOW FLOW DENSITY (GPM) (GPM) 14 17. 74 ___________________ (GPM/SQ.FT) 14S 16. 5013. 9 _________________________ 15 11 .20 12. 9 17. 74 40.2 40. 1 15S 16. 50 14 . 1 0. 10 16 11 .20 13. 1 17. 74 40, 5 40. 1 16S 16.50 13. 8 0. 10 17 11 .20 12. 8 17. 74 40. 1 40. 1 17S 16. 50 16. 7 0. 10 18 11 .20 15.4 17. 74 43. 9 40. 1 18S 16. 50 16. 9 0. 11 43 11 .20 15. 6 14. 67 44 .3 40. 1 44 17. 33 29. 6 0. 11 45 17, 33 18. 0 46 17. 33 18.2 47 17. 74 17. 9 48 17. 74 14.2 49 17. 74 14.5 50 17. 33 14. 3 51 17.33 21 .5 52 17. 74 21 . 8 53 17. 74 17. 4 54 15. 83 17. 1 55 15. 83 28. 5 56 15. 83 28.5 57 15. 83 28.5 A6 15. 83 28. 5 A7 14 . 67 28. 8 A8 14. 67 29. 6 A9 14. 67 29. 6 A10 14. 67 29. 6 Bl 15. 83 29. 7 B2 15. 83 28. 4 B3 15. 83 28. 4 B4 15. 83 28. 4 B5 15. 83 28. 4 Cl 18. 42 28.5 C2 15. 83 27.5 Dl 14. 67 28.5 D2 14. 67 29. 6 D3 14. 67 29. 6 D4 14. 67 29. 6 W 14 . 67 29. 7 29. 9 nax velocity of 16. 60 occurs in the pipe from 18 TO 52 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. LA FITNESS Drawing Date:4/25/12 4/26/12 9:37 HYDRAULIC DESIGN INFORMATION SHEET Job Name: LA FITNESS Location: 1021 ATLANTIC BLVD JACKSONVILLE, FL Drawing Date: 4/25/12 Remote Area Number: 4 Contractor: Central Fire Protection, Inc. Telephone: (770) 922-4250 1760 Old Covington Road, N.E. Conyers, Georgia 30013 Fax: (770) 929-3288 Designer: Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Steel Joist Occupancy:Assembly Reviewing Authorities:FIRE MARSHAL SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:WET Area of Sprinkler Oper. 1310 sq ftI Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make: VIK Area per Sprinkler 400.0 sq ftI Model: MIRAGE Hose Allowance Inside 0 gpm I K-Factor:11.20 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 311.3 psi Required: 40.4 @ Source WATER SUPPLY Water Flow Test I Pump Data I Date of Test 4/3/12 1 Rated Capacity 0 gpm Static Pressure 50.0 psi I Rated Pressure 0.0 psi I Residual Pres 38.0 psi I Elevation 0 I At a Flow of 1000 gpm I Make: Elevation 0" I Model: I �0``` SCOTT Location: @SITE �p ,• Source of Information: City of Atlantic Beach 0048376 SYSTEM VOLUME 764 Gallons Notes: qTA2 1) �Z /C4 � 111111101% 5 z3 1L Reviewed for compliance with 2010 Florida Fire Prevention Code and 2007 NFPA 13 requirements. a y LA FITNESS Drawing Date: 4/25/12 4/26/12 9: 37 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 211 33. 7 psi Elevation Change 1510" 6.5 1 Pipe 6" 10x21 1 1 6" Grvd Alarm Valve 0' 120 6.357 211 0. 0 1 6" Fingd Gate Valve CHARTLOSS 211 -0. 0 3, 120 6. 065 211 0. 0 Total Loss for THRU RISER 6. 5 psi Hydr Ref BOR Required at BASE OF RISER 1 6" MJ 90 Ell 211 40.2 psi 1 Pipe 6" DIx18 Cl 350 14 ' 120 6. 065 211 0. 0 1 Pipe 6" PVx18 C900 6' 140 6. 338 211 0. 0 150 ' 150 6. 130 211 0.2 1 6" Fingd Gate Valve 3 ' 120 6. 065 211 0. 0 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref TEST Required at Source W 311 40.4 psi Water Source 50. 0 Psi static, 38. 0 psi residual @ 1000 gpm 311 gpm 48. 6 psi SAFETY PRESSURE 8.2 psi Available Pressure of 48 . 6 psi Exceeds Required Pressure of 40. 4 psi This is a safety margin of 8.2 psi or 17 % of Supply Maximum Water Velocity is 16. 8 fps s LA FITNESS Drawing Date: 4/25/12 4/26/12 9: 37 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^'-�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) ---------------------------------- 19 16.22 13. 8 19S 15. 00 11 .20 12. 8 40. 1 40. 1 0. 10 20 16.24 13. 8 20S 15. 00 11.20 12. 8 40. 1 40. 1 0. 10 21 16.26 17 . 9 21S 11. 00 11.20 16. 0 44 . 8 40. 1 0. 11 22 16.22 16. 1 22S 15. 00 11 .20 14 . 9 43.2 40. 1 0. 11 23 16.24 16. 0 23S 15. 00 11.20 14. 8 43. 1 40. 1 0. 11 37 15. 83 23. 1 38 15. 83 17 . 8 39 15. 83 16.4 40 15. 83 27 .7 41 15. 83 20. 6 42 15. 83 19. 0 43 14 . 67 33. 1 44 17 .33 31. 6 45 17.33 31 . 7 46 17 .33 31. 8 50 17 .33 31. 6 51 17.33 31. 7 54 15. 83 31. 8 55 15. 83 31 . 8 56 15. 83 31. 9 57 15. 83 31. 8 A4 15. 83 31.2 A5 15. 83 31.2 A6 15. 83 31.5 A7 14. 67 33. 1 A8 14 . 67 33.2 A9 14 . 67 33.2 A10 14 . 67 33. 6 B1 15. 83 31 . 8 B2 15. 83 31. 8 B3 15. 83 31. 8 B4 15. 83 31. 8 B5 15.83 31. 7 Cl 18. 42 30. 6 C2 15.83 31.7 D1 14 . 67 33. 6 D2 14 . 67 33. 6 D3 14. 67 33. 6 D4 14 . 67 33. 6 W 14 . 67 33.7 Max velocity of 16. 80 occurs in the pipe from 37 TO 21 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.