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HomeMy WebLinkAboutF16-0052 Calcs.pdf SANDY LANE Fire Sprinkler Reports for Sandy Lane Lot 5,Vail/Potato Patch Second Filing 738 Sandy Lane, Vail, CO Prepared 8y: Meridian Intermount Fire&Security P.O.80x 3940 Avon Colorado 81620 970 748 8888 10/11/2016 Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. USCADD Systems Philippines _ Sandy Lane Muntinlupa City, Philipp, 1780 Pa e 2 General Project Data Report General Data Project Title: Sandy Lane Project File Name: holm oat. 12 2016 MASTERS..fiw Designed By: Date: 10/11/2016 Code Reference: NFPA 13D Approving Agency: Authority Having Jurisdiction Client Name: Sandy Lane Phone: Address: Filng Vail/Potato Patch Second ty, State Zip Code: 738 Sandy Lane, Vail, CO da Lu !4. Ci , Company Name: Meridian Intermount Fire & Security Representative: 'FA Company Address: P.O. BOx 3940 City And State: Avon Colorado 81620 Phone: 970 748 8888 0. Goo Building Name: Building Owner: Contact at Building: Phone at Building: Address Of Building: City, State Zip Code: ' Project Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 600 ft2 Maximum Area Per Sprinkler: 288 ft2 Default Sprinkler K-Factor: 4.40 K Default Pipe Material: Not Yet Defined Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: TYCO Model: TY2334 Size: Temperature Rating: 155 F Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 60.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 50.00 psi Calculated System Flow Rate: 28.99 gpm Calculated Inflow Residual Pressure: 36.49 psi Available Residual Pressure At 59.99 psi System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Maximum Water Velocity: 13.10 ft/s Maximum Frictional Loss 1100 feet: 0.00 psi Number Of Active Nodes: 9 Number Of Active Pipes: 9 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 C:1...lholm act. 12 2016 MASTERS.fiw Wednesday, October 12, 2016, 12:42 PM Elite Software Development,Inc. Fire-Fire Sprinkler Hydraulics Calculation Program I USCADD Systems Philippines �1�.:4 Sandy Lane Muntiniupa City, Philipp, 1784 Page 3 _..------------------ Fire Sprinkler Input Data Node Input Data Area GroupSprinkler Pressure Node Elev (ft) Non-Sprinkler Node Node Description KFactor(K) Estimate (psi) Branch Non- Flow(gpm) Branch Dia. No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 No Discharge ---- N/A 36.49 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 No Discharge ---- N/A 35.21 2.00 0.00 --- 0.000 0.0 --- 0.0 0.00 3 No Discharge --- N/A 22.17 2.00 0.00 --- 0.000 0.0 -- 0.0 0.00 4 No Discharge --- N/A 17.51 9.30 0.00 ---- 0.000 0.0 --- 0.0 0.00 5 No Discharge - N/A 17.49 9.30 0.00 ---- 0.000 0.0 --- 0.0 0.00 6 No Discharge ---- N/A 17.49 9.30 0.00 ---- 0.000 0.0 -- 0.0 0.00 7 No Discharge ---- N/A 15.68 9.30 0.00 0.000 0.0 ---- 0.0 0.00 8 Sprinkler --- 4.40 11.00 19.30 0.00 ---- 0.000 0.0 --- 0.0 0.00 Sprinkler -- 4.40 10.71 19.30 0.00 -- 0.000 0.0 --- 0.0 0.00 C:1...!holm oct. 12 2016 MASTERS.fiw Wednesday, October 12, 2016, 12:42 PM ' I Fire-Fire Sprinkler Hydraulics Calculation Program -, Elite Software Development,Inc. • USCADD Systems Philippines _ ;di _ Sandy Lane Muntinlupa City,,Philipp, 1780 _. Page 4 Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg' End' Pipe Description Diameter Type Fitting Length Length Length (gpm/inc Node Node (inch) Group Data (feet) (feet) (feet) h-psi) 1 2 TYPE M COPPER TUBE 1.500 0 E 4.00 6.00 10.00 120 2 3 Backflo Prey 13.000 Loss 3 4 TYPE M COPPER TUBE 1.500 0 2ET 11.90 24.10 36.00 120 4 5 TYPE M COPPER TUBE 1.500 0 1.50 0.00 1.50 120 4 6 TYPE M COPPER TUBE 1.500 0 1.50 0.00 1.50 120 6 7 AQUATHERM PP-R 1.575 0 2ET 54.65 0.00 54.65 150 5 7 AQUATHERM PP-R 1.575 0 2E 60.85 0.00 60.85 150 7 8 AQUATHERM PP-R 1.575 0 11.10 0.00 11.10 150 7 9 AQUATHERM PP-R 1.575 0 20.70 0.00 20.70 150 Fitting Legend: F =45 Degree Elbow, E = 90 Degree Elbow, L= Long Turn Elbow,T=Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve C:1...lholm oct. 12 2016 MASTERS.flw Wednesday, October 12, 2016, 12:42 PM I Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. 1 USCADD Systems Philippines - Sandy Lane Muntinlupa City,Philipp, 1780 Page 5 Fire Sprinkler Output Data Overall Node Groupings Output Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out (+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gprn) Pressurespsi) Node (gpm) 1 2 0 28.99 0.00 0.00 -28.99 36.49 2 1 0 -28.99 0.00 0.00 0.00 35.21 -0.00092 2 3 0 28.99 3 2 0 -28.99 0.00 0.00 0.00 22.17 0.00092 3 4 0 28.99 4 3 0 -28.99 0.00 0.00 0.00 17.51 0.00000 4 5 0 14.08 4 6 0 14.91 5 4 0 -14.08 0.00 0.00 0.00 17.49 0.00000 5 7 0 14.08 6 4 0 -14.91 0.00 0.00 0.00 17.49 0.00000 6 7 0 14.91 7 5 0 -14.08 0.00 0.00 0.00 15.68 0.00000 7 6 0 -14.91 7 8 0 14.59 7 9 0 14.40 8 7 0 -14.59 14.59 0.00 0.00 11.00 0.00000 9 7 0 -14.40 14.40 0.00 0.00 10.71 0.00000 I I CA...lholm act. 12 2016 MASTERS.fiw Wednesday, October 12, 2016, 12:42 PM I Fire-Fire Sprinkler Hydraulics Calculation Program - Elite Software Development,Inc. 1 USCADD Systems Philippines _ ' ' Sandy Lane Muntinlupa City,Philipp,, 1780 _. Page 6 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal SpkiHose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF (psi) Elevation Q (gpm) (psi/ft) Fit-Len. End, KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot Len. PT-(psi) (fps) Type-Grp (ft) 1 0.00 0.00 0.00 36.49 1.50 0.00 0.04157 4.00 0.416 2 0.00 2.00 0.00 35.21 1.527 28.99 E 6.00 0.866 TYPE M COPPER TUBE 120 5.08 0 10.00 1.282 2 Backflo 2.00 35.21 28.99 Prey 3 13.00 psi 2.00 22.17 3 0.00 2.00 0.00 22.17 1.50 0.00 0.04157 11.90 1.497 4 0.00 9.30 0.00 17.51 1.527 28.99 2ET 24.10 3.161 TYPE M COPPER TUBE 120 5.08 0 36.00 4.658 4 0.00 9.30 0.00 17.51 1.50 0.00 0.01092 1.50 0.016 5 0.00 9.30 0.00 17.49 1.527 14.08 ---- 0.00 0.000 TYPE M COPPER TUBE 120 2.47 0 1.50 0.016 4 0.00 9.30 0.00 17.51 1.50 0.00 0.01215 1.50 0.018 6 0.00 9.30 0.00 17.49 1.527 14.91 ---- 0.00 0.000 TYPE M COPPER TUBE 120 2.61 0 1.50 0.018 5 0.00 9.30 0.00 17.49 1.58 14.08 0.02976 60.85 1.811 7 0.00 9.30 0.00 15.68 1.142 14.08 2E 0.00 0.000 AQUATHERM PP-R 150 4.41 0 60.85 1.811 6 0.00 9.30 0.00 17.49 1.58 14.91 0.03310 54.65 1.809 7 0.00 9.30 0.00 15.68 1.142 14.91 2ET 0.00 0.000 AQUATHERM PP-R 150 4.67 0 54.65 1.809 7 0.00 9.30 0.00 15.68 1.58 14.59 0.03180 11.10 0.353 8 4.40 19.30 14.59 11.00 1.142 14.59 0.00 4.330 AQUATHERM PP-R 150 4.57 0 11.10 4.683 7 0.00 9.30 0.00 15.68 1.58 14.40 0.03102 20.70 0.642 9 4.40 19.30 14.40 10.71 1.142 14.40 ---- 0.00 4.330 AQUATHERM PP-R 150 4.51 0 20.70 4.972 Fitting Legend: F =45 Degree Elbow, E= 90 Degree Elbow, L= Long Turn Elbow, T=Tee or Cross, B = Butterfly Valve, G =Gate Valve, C = Check Valve C:\...\holm oct. 12 2016 MASTERS.fiw Wednesday, October 12, 2016, 12:42 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. USCADD Systems Philippines A0 Sandy Lane Muntinlupa City,Philipp, 1780 A"4 Pagel j Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Flowing Sprinkler Sprinkler Elevation PressureDensity Discharge Node No. Code KFactor(K) (feet) (psi) Area (ft2) (9pm/ft2) (gpm) 8 4.40 19.30 11.00 288.00 0.051 14.59 Sub Totals For Non-Group 288.00 0.051 14.59 9 4.40 19.30 10.71 288.00 0.050 14.40 Sub Totals For Non-Group 288.00 0.050 14.40 Totals For All Groups 576.00 0.050 28.99 C:1 ...lholm act. 12 2016 MASTERS.fiw Wednesday, October 12, 2016, 12:42 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. USCADD Systems Philippines d; _ Sandy Lane Muntinlupa City,Philipp, 1780 Page 8 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 9 HMD Actual Residual Pressure: 10.71 psi HMD Actual GPM: 14.40 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 600.00 ft2 Minimum Desired Density: 0.050 gpmlftz Application Average Density: 0.048 gpmlftz Application Average Area Per Sprinkler: 300.00 ft2 Sprinkler Flow: 28.99 gpm Average Sprinkler Flow: 14.50 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity (In Pipe 2- 1 ) 5.08 ft/sec Maximum Velocity Pressure ( In Pipe 2- 1 ) 0.17 psi Allowable Maximum Nodal Pressure Imbalance: 0.0010 psi Actual Maximum Nodal Pressure imbalance: 0.0008 psi Actual Average Nodal Pressure Imbalance: 0.0002 psi Actual Maximum Nodal Flow Imbalance: -0.0009 gpm Actual Average Nodal Flow Imbalance: 0.0002 gpm Overall Network Summary Number Of Unique Pipe Sections: 9 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 9.64 gal Sprinkler Flow: 28.99 gpm Non-Sprinkler Flow: 0.00 gpm Demand Flow Excluding Exterior Hose Flow: 28.99 gpm Exterior Hose Flow: 0.00 gpm Minimum Required Residual Pressure At System inflow 36.49 psi Node: Demand Flow At System Inflow Node: 28.99 gpm I ; - i C:1...lholm oct. 12 2016 MASTERS.fiw Wednesday, October 12, 2016, 12:42 PM Fire-Fire Sprinkler Hydraulics Calculation Program .. Elite Software Development,In. USCADD Systems Philippines epi Sandy Lane Muntinlupa City, Philipp, 1780 Page 9 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 - 90 80 N 70 � 6X1 60 N 50 j Il 40 411 30 20 10 — • 1 2 3 4 5 6 7 8 9 I0 Flowrate(xl 00) gpm Supply Curve Data Static Pressure: 60 psi Test Residual Pressure: 50 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 36.49 psi Calculated Flow Rate: 28.99 gpm Exterior Hose Flow: 0.00 gpm Excess Available Residual Pressure At Calculated Flow: 23.5 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 21.36 psi C:\...lholm oct. 12 2016 MASTERS.fiw Wednesday, October 12, 2016, 12:42 PM SANDY LANE Fire Sprinkler Reports for Sandy Lane Lot 5,Vail/Potato Patch Second Filing 738 Sandy Lane, Vail, CO Prepared By: Meridian Intermount Fire&Security P.O.BOx 3940 Avon Colorado 81620 970 748 8888 10/11/2016 Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. USCADD Systems Philippines Sandy Lane Muntinlupa City,Philipp, 1780 -- --__.:._.......... Page 2 General Project Data Report General Data Project Title: Sandy Lane Project File Name: holm oct. 11 2016..fiw Designed By: Date: 10/11/2016 Code Reference: NFPA 13D Approving Agency: Authority Having Jurisdiction Client Name: Sandy Lane Phone: Address: Lot 5, Vail/Potato Patch SecondCity, State Zip Code: 738 Sandy Lane, Vail, CO 400 1 L4 Filing ,,� Company Name: Meridian lntermount Fire&Security Representative: Company Address: P.O. BOx 3940 City And State: Avon Colorado 816200 Phone: 970 748 8888 Building Name: Building Owner: Alie Contact at Building: Phone at Building: "1. �,,. Address Of Building: City, State Zip Code: Project Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 600 ft2 Maximum Area Per Sprinkler: 256 ft2 Default Sprinkler K-Factor: 4.90 K Default Pipe Material: Not Yet Defined Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: TYCO Model: TY3596 Size: Temperature Rating: 160 F Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 60.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 50.00 psi Calculated System Flow Rate: 26.15 gpm Calculated Inflow Residual Pressure: 38.46 psi Available Residual Pressure At 59,99 psi System Flow: Calculation Project Data _ J Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Maximum Water Velocity: 13.10 Ws Maximum Frictional Loss 1 100 feet 0.00 psi Number Of Active Nodes: 9 Number Of Active Pipes: 9 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 C:1...lhofm oct. 11 2016.fiw Tuesday, October 11, 2016, 10:32 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. USCADD Systems Philippines Sandy Lane Muntinlupa City,Philipp, 1780 Page 3 Fire Sprinkler Input Data Node Input Data Area Group Sprinkler Pressure Node Elev (ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 No Discharge ---- N/A 38.46 0.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 2 No Discharge ---- N/A 37.25 2.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 3 No Discharge --- N/A 24.21 2.00 0.00 ---- 0.000 0.0 -- 0.0 0.00 4 No Discharge --- N/A 19.81 9.30 0.00 ---- 0.000 0.0 --- 0.0 0.00 5 No Discharge --- N/A 19.77 9.30 0.00 ---- 0.000 0.0 --- 0.0 0.00 6 No Discharge --- NIA 19.81 9.30 0.00 --- 0.000 0.0 --- 0.0 0.00 7 No Discharge ---- N/A 19.45 9.30 0.00 --- 0.000 0.0 ---- 0.0 0.00 8 Sprinkler --- 4.90 7.24 22.60 0.00 ---- 0.000 0.0 ---- 0.0 0.00 9 Sprinkler - 4.90 7.00 22.60 0.00 ---- 0.000 0.0 ---- 0.0 0.00 1 C:\...\holm act. 11 2016.fiw Tuesday, October 11, 2016, 10:32 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. USCADD Systems Philippines E1 Sandy Lane Muntinlupa City,Philipp, 1780 1 ' Pa e 4 Fire Sprinkler Input Data Pipe Input Data NominalNominal Fitting Total CFactor Beg. En . Pipe Description Diameter Type Fitting Length Length Length (gpmfinc Node Node Group Data (inch) (feet) (feet) (feet) h-psi) 1 2 TYPE M COPPER TUBE 1.500 0 E 4.00 6.00 10.00 120 2 3 Backflo Prey 13.000 Loss 3 4 TYPE M COPPER TUBE 1.500 0 2ET 11.90 24.10 36.00 120 4 5 TYPE M COPPER TUBE 1.500 0 1.50 0.00 1.50 120 4 6 TYPE M COPPER TUBE 1.500 0 1.50 0.00 1.50 120 5 7 AQUATHERM PP-R 1.575 0 ET 4.85 0.00 4.85 150 6 7 AQUATHERM PP-R 1.575 0 3E 110.65 0.00 110.65 150 7 8 AQUATHERM PP-R 1.575 0 5E 68.90 0.00 68.90 150 8 9 AQUATHERM PP-R 1.575 0 9.50 0.00 9.50 150 Fitting Legend: F =45 Degree Elbow, E= 90 Degree Elbow, L = Long Turn Elbow, T=Tee or Cross, B= Butterfly Valve, G= Gate ' Valve, C = Check Valve I L . C:1...lholm oct. 11 2016.fiw Tuesday, October 11, 2016, 10:32 AM Fire-Fire Sprinkler Hydraulics:Calculation Program .Elite Software Development,Inc. USCADD Systems Philippines. Sandy Lane MuntinlupaCity,Philipp„ 178fl _ Page:5;, Fire Sprinkler Output Data Overall Node Groupings Output',Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node(gpm) 1 2 0 26.15 0.00 0.00 -26.15 38.46 2 1 0 -26.15 0.00 0.00 0.00 37.25 -0.00063 2 3 0 26.15 3 2 0 -26.15 0.00 0.00 0.00 24.21 0.00063 3 4 0 26.15 4 3 0 -26.15 0.00 0.00 0.00 19.81 0.00000 4 5 0 21.88 i 4 6 0 4.27 5 4 0 -21.88 0.00 0.00 0.00 19.77 0.00000 5 7 0 21.88 6 4 0 -4.27 0.00 0.00 0.00 19.81 0.00000 6 7 0 4.27 7 5 0 -21.88 0.00 0.00 0.00 19.45 0.00000 7 6 0 -4.27 7 8 0 26.15 8 7 0 -26.15 13.19 0.00 0.00 7.24 0.00000 - 8 9 0 12.96 9 8 0 -12.96 12.96 0.00 0.00 7.00 0.00000 I C:1...Iholm oet. 11 2016.fiw Tuesday, October 11, 2016, 10:32 AM I Fire-Fire Sprinkler Hydraulics Calculation Program ./ Elite Software Development,Inc. USCADO Systems Philippines t Sandy Lana: Muntinlu a City,Philipp,;: 178€I i g - Page 6 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal SpkiHose Residual Nom. Dia. q (gpm) F. Lift Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 1 0.00 0.00 0.00 38.46 1.50 0.00 0.03435 4.00 0.343 2 0.00 2.00 0.00 37.25 1.527 26.15 E 6.00 0.866 TYPE M COPPER TUBE 120 4.58 0 10.00 1.209 2 Backflo 2.00 37.25 26.15 Prey 3 13.00 psi 2.00 24.21 3 0.00 2.00 0.00 24.21 1.50 0.00 0.03435 11.90 1.237 4 0.00 9.30 0.00 19.81 1.527 26.15 2ET 24.10 3.161 TYPE M COPPER TUBE 120 4.58 0 36.00 4.397 4 0.00 9.30 0.00 19.81 1.50 0.00 0.02471 1.50 0.037 5 0.00 9.30 0.00 19.77 1.527 21.88 ----- 0.00 0.000 TYPE M COPPER TUBE 120 3.83 0 1.50 0.037 4 0.00 9.30 0.00 19.81 1.50 0.00 0.00120 1.50 0.002 6 0.00 9.30 0.00 19.81 1.527 4.27 ----- 0.00 0.000 TYPE M COPPER TUBE 120 0.75 0 1.50 0.002 5 0.00 9.30 0.00 19.77 1.58 21.88 0.06729 4.85 0.326 7 0.00 9.30 0.00 19.45 1.142 21.88 ET 0.00 0.000 AQUATHERM PP-R 150 6.85 0 4.85 0.326 6 0.00 9.30 0.00 19.81 1.58 4.27 0.00327 110.65 0.362 7 0.00 9.30 0.00 19.45 1.142 4.27 3E 0.00 0.000 AQUATHERM PP-R 150 1.34 0 110.65 0.362 7 0.00 9.30 0.00 19.45 1.58 13.19 0.09356 68.90 6.446 8 4.90 22.60 13.19 7.24 1.142 26.15 5E 0.00 5.759 AQUATHERM PP-R 150 8.19 0 68.90 12.205 8 4.90 22.60 13.19 7.24 1.58 12.96 0.02554 9.50 0.243 9 4.90 22.60 12.96 7.00 1.142 12.96 0.00 0.000 AQUATHERM PP-R 15D 4.06 0 9.50 0.243 Fitting Legend: F =45 Degree Elbow, E = 90 Degree Elbow, L= Long Turn Elbow,T=Tee or Cross, B = Butterfly Valve, G= Gate Valve, C = Check Valve I C:l...lholm oet. 11 2016.fiw Tuesday, October 11, 2016, 10:32 AM Fire:Fire Sprinkier Hydraulics Calculation Program Elite Software DevelopterEt,Inc. USCADD Systems Philippines _. _ Sandy Lane. Muntinlepa City,Philipp,;: 1780 Page 7 Fire Sprinkler Output Data avera ll Sprl<nkler C)utputData Flowing Area Group Sprinkler Sprinkler Residual Flowing Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) Area (ft) (gpmlft2) (gpm) 8 4.90 22.60 7.24 256.00 0.052 13.19 Sub Totals For Non-Group 256.00 0.052 13.19 9 4.90 22.60 7.00 256.00 0.051 12.96 Sub Totals For Non-Group 256.00 0.051 12.96 Totals For All Groups 512.00 0.051 26.15 C:\...\holm oct. 11 2016.fiw Tuesday, October 11, 2016, 10:32 AM • Fire-Fire Sprinkler Hydraulics calculation Program 4... Elite Software D]eveloprnent,Inc: 1 USCADD•Systems Philippines • • • •• • Sandy Lane' } •Muntinlupa.Ci Phili•p,s 1780 ,..' :Peg :8 Fire Sprinkler Output Summary Hlyd,raul�catly". II©5 t Demanding Sprinkler Nod, ,.s HMD Sprinkler Node Number: 9 HMD Actual Residual Pressure: 7.00 psi HMD Actual GPM: 12.96 gpm Sprhnkler Summary . Sprinkler System Type: Wet Specified Area Of Application: 600.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.044 gpm/ft2 Application Average Area Per Sprinkler: 300.00 ft2 Sprinkler Flow: 26.15 gpm Average Sprinkler Flow: 13.08 gpm Fl®vu Ve!Qci ,And tthba ante Suimn^ary Maximum Flow Velocity(In Pipe 7-8) 8.19 ft/sec Maximum Velocity Pressure ( In Pipe 7-8) 0.45 psi Allowable Maximum Nodal Pressure Imbalance: 0.0010 psi Actual Maximum Nodal Pressure Imbalance: 0.0006 psi Actual Average Nodal Pressure Imbalance: 0.0001 psi Actual Maximum Nodal Flow Imbalance: -0.0006 gpm Actual Average Nodal Flow Imbalance: 0.0001 gpm ;:Overall Netorl Summary Number Of Unique Pipe Sections: 9 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 12.12 gal Sprinkler Flow: 26.15 gpm Non-Sprinkler Flow: 0.00 gpm Demand Flow Excluding Exterior Hose Flow: 26.15 gpm Exterior Hose Flaw: 0.00 gpm Minimum Required Residual Pressure At System Inflow 38.46 psi Node: Demand Flow At System Inflow Node: 26.15 gpm C:1...lholm oct. 11 2016.fiw Tuesday, October 11, 2016, 10:32 AM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Ines USCADD Systems Philippines Sandy Lane Muntinlupa..City,'Philipp, 1780 Page 9 Fire Sprinkler Output Data Hydraulic uplylDemaridGraph 90 _i _.---_--1- --- 3 8.0 70 60 50 50 ED. 90 20 -- — -- — !_ �E -- ----------, 10 0 1 2 3 4 5 6 7 8 9 10 Flowrate(xl 00) gpm Supply Curve Data Static Pressure: 60 psi Test Residual Pressure: 50 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 38.46 psi Calculated Flow Rate: 26.15 gpm Exterior Hose Flow: 0.00 gpm Excess Available Residual Pressure At Calculated Flow 21.52 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 22.79 psi C:1...\holm act. 11 2016.fiw Tuesday, October 11,2016, 10:32 AM