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HomeMy WebLinkAboutF16-0052 REPORTS.pdf SANDY LA E RESIDENCE Fire Spri kler Reports for iv.}.:... vd::pU i"6*11.. y{1.4,4.6i1l,GI14 GSc t�EItez , JOHNNY D.GOSS Certificate * ti rYt Prepared By: �L�,, Meridian Intermount Fire& ` ! B6C P.O.Box 3940 Avon Colorado 81620 9/5/2016 Fire-Fire Sprinkler Hydraulics Calculation Programr Elite Software Development,Inc. USCADD Systems Philippines '-' Sandy Lane Residence Page 2 Muntinlupa City,Philipp, 1780_ Aiwa.'' General Project Data Report General Data Project Title: Sandy Lane Residence Project File Name: Sandy Lane Residence Sept 5..fiw Designed By: Date: 9/5/2016 Code Reference: Approving Agency: Authority Having Jurisdiction Client Name: Sandy Lane Residence hone: Address: Lot 5, Vail/Potato Patch Second city, State Zip Code: 738 Sandy Lane Vail, Co Filing Company Name: Meridian Intermoynt Fire &Security Representative: Company Address: P.O. Box 3940 City And State: Avon Colorado 81620 Phone: Building Name: Building Owner: Contact at Building: Phone at Building: Address Of Building: City, State Zip Code: Pro ec Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 1500 ft2 Maximum Area Per Sprinkler: 256 ft2 Default Sprinkler K-Factor: 6.90 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: TY4234 Size: 3/4 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 I Calculation Project Data Calculation Mode: Supply System Inflow Number: 1.00 Specified Inflow Node Residual 50.00 psi Pressure: Maximum Water Velocity: 15.10 ft/s Maximum Frictional Loss/ 100 feet: 0.00 psi Number Of Active Nodes: 13 Number Of Active Pipes: 13 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 4 Number Of Inactive Sprinklers: 0 C:\...\Sandy Lane Residence Sept 5.fiw Monday, September 05, 2016, 1:49 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. USCADD Systems Philippines - Sandy Lane Residence Muntinlupa Cit ;Philia•, 1780 -.: Page 3 Fire Sprinkler Input Da Node Input Data Area Group Sp inkier Pressure Node Eiev(ft) Non-Sprinkler Node Node Description KFac or(K) Estimate (psi) Branch Non- Flow(gpm) Branch Dia. Branc Len. Branch Stnd Stnd Fittings Branch Sprk (in) No. Branch Description K (ft) Fittings (ft) KFactor(K) No Discharge N/A 50.00 0.00 0.00 1 _-__ 0.000 0.0 ---- 0.0 0.00 2 Noo Discharge ---- N/A 48.07 2.00 0.00 0.000 0.0 0.0 0.00 1 No Discharge ---- N/A 33.15 2.00 0.00 3 ---- 1 0.000 0.0 ---- 0.0 0.00 No Discharge N/A 26.16 9.30 0.00 4 -_-- 0.000 0.0 ---- 0.0 0.00 No Discharge N/A 26.13 9.30 0.00 5 ---_ I 0.000 0.0 ---- 0.0 0.00 No Discharge N/A 22.39 9.30 0.00 6 ---- 0.000 0.0 ---- 0.0 0.00 No Discharge ---- N/A 26.11 9.30 0.00 7 ____ 0.000 0.0 ---- 0.0 0.00 No Discharge ---- N/A 22.70 9.30 0.00 8 ---- 0.000 0.0 ---- 0.0 0.00 No Discharge ---- N/A 12.14 22.60 0.00 9 --__ I 0.000 0.0 ---- 0.0 0.00 Sprinkler ---- 6.90 11.78 22.60 0.00 10 0.000 0.0 ---- 0.0 0.00 Sprinkler ---- 6.90 11.24 22.60 0.00 11 -___ 1 0.000 0.0 0.0 0.00 Sprinkler ---- 6.90 10.73 22.60 0.00 12 ____ 0.000 0.0 ---- 0.0 0.00 Sprinkler 1 ---- 6.90 10.19 22.60 0.00 13 ____ 0.000 0.0 ---- 0.0 0.00 C:\...\Sandy Lane Residence Sept 5.fiw Monday, September 05, 2016, 1:49 PVI Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.Sandy Lane Residence USCADD Systems Philippines = Page e Muntinlupa Cit „Phili.. 1780 Fire Sprinkler Input Data Pipe Input Data Nominal Ty.e Fitting Nominal Fitting Total CFactor Beg. E d. Pipe Description Diameter Gro Data Length Length Length (gpm/inc Node Node (inch) p (feet) (feet) (feet) h-psi) 1 2 TYPE M OPPER TUB 2.000 0 E 4.00 7.60 11.60 120 2 3 Backflo P ev 15.000 Lo.s - 3 4 TYPE M OPPER TUBE 2.000 0 2ET 11.60 30.30 41.90 120 4 5 TYPE MOPPER TUBE 2.000 0 1.35 0.00 1.35 120 5 6 AQUATH�ERM PP-R 1.969 0 T 47.60 9.84 57.44 150 4 7 TYPE M OPPER TUBE 2.000 0 1.35 0.00 1.35 120 7 8 AQUATHERM PP-R 1.969 0 ET 8.05 21.00 29.05 150 8 6 AQUATHERM PP-R 1.969 0 2E 60.15 22.31 82.46 150 6 9 AQUATI-ERM PP-R 1.969 0 ET 27.05 21.00 48.05 150 9 1 AQUATI-ERM PP-R 1.969 0 E 2.30 11.15 13.45 150 9 1 AQUATI-ERM PP-R 1.969 0 2E 12.80 22.31 35.11 150 8 1 AQUATI-ERM PP-R 1.969 0 3ET 29.30 43.31 72.61 150 12 13 AQUATHERM PP-R 1.969 0 E 12.00 11.16 23.16 150 Fitting Legend: F=45 De!ree Elbow, E= 90 Degree Elbow, = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve C:\...\Sandy Lane Residence Sept 5.fiw Monday, September 05, 2016, 1:49 PM Fire-Fire Sprinkler Hydraulics Calculation Program rt Elite Software Development,Inc. USCADD Systems Philippines - .. - Sandy Lane Residence Page 5 Muntinlupa City,Philipp,, 1780. ., Fire Siirinkler Output Data Overall Node Groupings Output Data Pipe Segment Pipe 1 Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type 'II Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpri) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm) 1 1 2 0 91.45 0.00 0.00 -91.45 50.00 2 1 0 -91.45 0.00 0.00 0.00 48.07 -0.00577 2 3 0 91.45 3 2 0 -91.45 0.00 0.00 0.00 33.15 0.00577 3 4 0 91.45 4 3 0 -91.45 0.00 0.00 0.00 26.16 0.00000 4 5 0 38.52 4 7 0 52.94 5 4 0 -38.52 0.00 0.00 0.00 26.13 0.00000 5 6 0 38.52 6 5 0 -38.52 0.00 0.00 0.00 22.39 0.00026 6 8 0 -8.30 6 9 0 46.32 7 4 0 -52.94 0.00 0.00 0.00 26.11 0.00000 7 8 0 52.94 8 6 0 8.30 0.00 0.00 0.00 22.70 -0.00034 8 7 01 . -52.94 8 12 0 44.03 9 6 046.82 0.00 0.00 0.00 12.14 -0.00482 9 10 0 23.68 9 11 0 23.14 _ - 10 9 0 -23.68 23.68 0.00 0.00 11.78 0.00245 11 9 0 -23.14 23.14 0.00 0.00 11.24 0.00035 12 8 0 -44.63 22.60 0.00 0.00 10.73 0.00158 12 13 0 22.03 13 12 0 -22.03 22.03 0.00 0.00 10.19 -0.00253 C:\...\Sandy Lane Residence Sept 5.fiw Monday, September 05, 2016, 1:49 PM Fire-Fire Sprinkler Hydraulics Calculation Program I Elite Software Development,,Inc. USCADD Systems Philippines -� Sandy Lane Resiide�necee i? ..rr,- PaMuntinlu a City,Philipp, 1780 ,� Fire Sprinkler Output Data Overall Pipe Output Data q (gpm) F. L./ft Pipe-Len. PF-(psi) Beg. Nodal Elevation Spk/Hose Residual Nom. Dia. Q (gpm) (psi/ft) Fit-Len. PE-(psi) End. KFactor (feet) Discharge Pressure Inside Dia. Velocity Fittings Tot-Len. (p ) Node (K) (gpm) (psi) Velocity Type-Grp (ft) PT-(psi) 1 0.00 0.00 0.00 50.00 2.00 0.00 0.09154 4.00 1.062 2 0.00 2.00 0.00 48.07 2.009 91.45 E 7.60 0.866 TYPE M COPPER TUBE 120 9.26 0 11.60 1.928 2 Backflo 2.00 48.07 91.45 Prey 3 15.00 psi 2.00 33.15 3 0.00 2.00 0.00 33.15 2.00 0.00 0.09154 11.60 3.836 4 0.00 9.30 0.00 26.16 2.009 91.45 2ET 30.30 3.161 TYPE M COPPER TUBE 120 9.26 0 41.90 6.997 4 0.00 9.30 0.00 26.16 2.00 0.00 0.01849 1.35 0.025 5 0.00 9.30 0.00 26.13 2.009 38.52 0.00 0.000 TYPE M COPPER TUBE 120 3.90 0 1.35 0.025 4 0.00 9.30 0.00 26.16 2.00 0.00 0.03329 1.35 0.045 7 0.00 9.30 0.00 26.11 2.009 52.94 0.00 0.000 TYPE M COPPER TUBE 120 5.36 0 1.35 0.045 5 0.00 9.30 0.00 26.13 1.97 38.52 0.06516 47.60 3.743 6 0.00 9.30 0.00 22.39 1.425 38.52 T 9.84 0.000 AQUATHERM PP-R 150 7.75 0 57.44 3.743 6 0.00 9.30 0.00 22.39 1.97 0.00 0.09351 27.05 4.493 9 0.00 22.60 0.00 12.14 1.425 46.82 ET 21.00 5.759 AQUATHERM PP-R 150 9.42 0 48.05 10.252 7 0.00 9.30 0.00 26.11 1.97 0.00 0.11734 8.05 3.409 8 0.00 9.30 0.00 22.70 1.425 52.94 ET 21.00 0.000 AQUATHERM PP-R 150 10.65 0 29.05 3.409 8 0.00 9.30 0.00 22.70 1.97 8.30 0.00381 60.15 0.314 6 0.00 9.30 0.00 22.39 1.425 8.30 2E 22.31 0.000 AQUATHERM PP-R 150 1.67 0 82.46 0.314 8 0.00 9.30 0.00 22.70 1.97 22.60 0.08558 29.30 6.213 12 6.90 22.60 22.60 10.73 1.425 44.63 3ET 43.31 5.759 AQUATHERM PP-R 150 8.98 0 72.61 11.972 9 0.00 22.60 0.00 12.14 1.97 23.68 0.02649 2.30 0.356 10 6.90 22.60 23.68 11.78 1.425 23.68 E 11.16 0.000 AQUATHERM PP-R 150 4.76 0 13.45 0.356 9 0.00 22.60 0.00 12.14 1.97 23.14 0.02538 12.80 0.891 11 6.90 22.60 23.14 11.24 1.425 23.14 2E 22.31 0.000 AQUATHERM PP-R 150 4.65 0 35.11 0.891 C:\...\Sandy Lane Residence Sept 5.fiw Monday, September 05, 2016, 1:49 PM Fire-Fire Sprinkler Hydraulics Calculation ProgramElite Software Development,Inc. t ,- Sandy Lane Residence USCADD Systems Philippines _ Page 7 Muntinlupa City,Philipp, 1780 '° Fire Sprinkler Output Data Overall Pipe Output Data (cant d) 3a ,- mai q (gpm) F. L./ft Pipe-Len. PF-(psi) Beg. Nodal Spk/Hose Residual Ncm. Dia. Q (gpm) (psi/ft) Fit-Len. (p ) Elevation PE-(psi) End. KFactor (feet) Discharge Pressure Ins de Dia. Velocity Fittings Tot-Len. (p Node (K) (gpm) (psi) C-Value (fps) Type-Grp (ft) PT-(psi) 12 6.90 22.60 22.60 10.73 1.97 22.03 0.02318 12.00 0.537 13 6.90 22.60 22.03 10.19 1.425 22.03 E 11.16 0.000 AQUATHERM PP-R 150 4.43 0 23.16 0.537 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 I i C:\...\Sandy Lane Residence Sept 5.fiw Monday, September 05, 2016, 1:49 PM Firer Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. USCADD Systems Philippines - .., `— Sandy Lane Residence Page 8 Muntinlupa City,Philipp, 1780 L Orinkler Output Data Fire S Overall Sprinkler Output Data Flowing g Sprinkler Residual Flowing FlowingSprinkler Area Group Sprinkler Sprin ler Density Discharge Code KFactor(K) Elevation Pressure Area (ft2) m (gpm)o. (feet) (psi) (gpm/ft2) (gp ) 10 6.10 22.60 11.78 256.00 0.093 23.68 Sub Total- For Non-Group 256.00 0.093 23.68 11 6. 0 22.60 11.24 256.00 0.090 23.14 Sub Total For Non-Group 256.00 0.090 23.14 12 6. 0 22.60 10.73 256.00 0.088 22.60 Sub Totals For Non-Group 256.00 0.088 22.60 13 6. 0 22.60 10.19 256.00 0.086 22.03 Sub Total For Non-Group 256.00 0.086 22.03 Totals For All Groups 1024.00 0.089 91.45 C:\...\Sandy Lane Residence Sept 5.fiw Monday, September 05, 2016, 1:49 PM Fire-Fire Sprinkler Hydraulics Calculation Program ;ti Elite Software Development,Inc. USCADD Systems PhilippinesSandy Lane Residence Muntinlupa City,Philipp, 1780 y Page 9 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 13 HMD Actual Residual Pressure: 10.19 psi HMD Actual GPM: 22.03 gpm Sprinkler Summa'y Sprinkler System Type: Wet Specified Area Of Application: 1500.00 ft2 Minimum Desired Density: 0.100 gpm/ft2 Application Average Density: 0.061 gpm/ft2 Application Average Area Per Sprinkler: 375.00 ft2 Sprinkler Flow: 91.45 gpm Average Sprinkler Flow: 22.86 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 7-8 ) 10.65 ft/sec Maximum Velocity Pressure ( In Pipe 7 -8 ) 0.76 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: -0.0058 gpm Actual Average Nodal Flow Imbalance: 0.0018 gpm Overall Network Summary — — Number Of Unique Pipe Sections: 13 Number Of Flowing Sprinklers: 4 Pipe System Water Volume: 19.52 gal Sprinkler Flow: 91.45 gpm Non-Sprinkler Flow: 0.00 gpm Specified Residual Pressure At System Inflow Node: 50.00 psi Demand Flow At System Inflow Node: 91.45 gpm C:\...\Sandy Lane Residence Sept 5.fiw Monday, September 05, 2016, 1:49 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. USCADDMuntinlupa SysCity;PtemshilippPhilippines, 178Q ! Sandy Lane ResidenPagece, 10 Fire Si)rinkler Output Data Hydraulic Supply/Demand Graph 100 90 80 ( 70 . Q. 00 N 60 = ��5 U) 50 CO N o_ 40 30 20 10 0 1 2 3 4 5 6 7 8 9 10 Flowrate(x1 00) gpm Suppl Curve Data Static Pressure: 60 psi Test Residjual Pressure: 5psi Test Flow sate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 50.00 psi Calculated Flow Rate: 91.45 gpm Excess Available Residua Pressure At Calculated Flow: 9.88 psi Pressure Required For Fir t Sprinkler D.wnstream From Inflow Node To Flow: 24.79 psi C:\...\Sandy Lane Residence Sept 5.fiw Monday, September 05, 2016, 1:49 PM