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HomeMy WebLinkAbout660 CARLSBAD VILLAGE DR; ; AS110115; PermitCity of Carlsbad Sprinkler Permit Permit No: ASII0II5 660 CARLSBAD Job Address: Status: FINAL VILLAGE DR Permit Type: SPRINK Applied 7/28/2011 Parcel No: 2033042600 Approved: Lot #: 0 Reference No.: Issued: PC #: Inspector: Project Title: CATCH RESTAURANT Applicant: SENTRY FIRE PROTECTION 318 STATE PL ESCONDIDO, CA 760-747-7447 Owner: PARKER FAMILY PROPERTIES L L C C/O KATHRYN M VENEZIA 560 HIGHLAND DR DANVILLE CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 1,350 0 1,350 j 0 ILE Copy CITY OF CARLSBAD I FIRE DEPARTMENT I APPROVED I I Subject to field inspection and required I tests, notations hereon, conditions in I and conformance with I I correspondence applicable regulations. The stamping I -, these plans shall not be held to permit I r. ie violation of any law. 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TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 84.6 81.0 1265.0 84.2 395.5 65.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 395.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 295.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) A 11.0 K= 5.60 9.0 16.8 B 0.0 K= 5.60 13.3 20.4 C 0.0 K= 5.60 13.5 20.6 D 0.0 K= 5.60 14.8 21.5 E 0.0 K= 5.60 11.0 18.6 F 0.0 K= 5.60 11.0 18.6 G 0.0 K= 5.60 10.9 18.5 H 0.0 K= 5.60 11.0 18.6 I 0.0 K= 5.60 11.7 19.1 J 0.0 K= 5.60 14.0 20.9 K 0.0 K= 5.60 13.1 20.2 L 0.0 K= 5.60 12.8 20.0 M 0.0 K= 5.60 12.8 20.0 N 0.0 K= 5.60 13.0 20.2 0 0.0 K= 5.60 14.6 21.4 1 11.0 - - - - 18.0 - - - 2 11.2 - - - - 17.5 - - - 3 11.4 - - - - 15.7 - - - 4 11.5 - - - - 12.6 - - - 5 11.7 - - - - 11.3 - - - 6 11.9 - - - - 10.9 - - - 7 11.0 - - - - 27.5 - - - 8 11.2 - - - - 27.5 - - - 9 11.2 - - - - 27.6 - - - 10 11.4 - - - - 22.8 - - - 11 11.5 - - - - 19.7 - - - 12 11.7 - - - - 18.3 - - - 13 11.9 - - - - 17.8 - - - 14 11.2 - - - - 26.1 - - - 15 11.9 - - - - 9.9 - - - 16 11.9 - - - - 9.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/14/2011 C:\HASS77\FILES\SENTRY\THE CATCH\CATCH-A.SDF JOB TITLE: THE CATCH RESTAURANT CARLSBAD, CA SEATING AREA .10/1500 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) 17 11.9 .10.0 - - - 18 11.9 - - - - 11.5 - - - 19 11.7 - - - - 7.9 - - - 20 11.7 - - - - 7.3 - - - 21 11.7 - - - - 7.2 - - - 22 11.7 - - - - 7.3 - - - 23 11.7 - - - - 8.1 - - - 24 11.7 - - - - 10.6 - - - 25 11.5 - - - - 9.6 - - - 26 11.5 - - - - 9.2 - - - 27 11.5 - - - - 9.2 - - - 28 11.5 - - - - 9.5 - - - 29 11.5 - - - - 11.2 - - - 30 11.2 - - - - 28.4 - - - TOR 11.3 - - - - 31.2 - - - BOR 1.0 - - - - 51.2 - - - DI-C900 0.0 - - - - 51.9 - - - UG1 0.0 - - - - 52.4 - - - DCK1 0.0 - - - - 54.3 - - - DCK2 0.0 - - - - 64.8 CITY 0.0 SOURCE 65.1 295.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/14/2011 C:\HASS77\FILES\SENTRY\THE CATCH\CATCH-A.SDF JOB TITLE: THE CATCH RESTAURANT CARLSBAD, CA SEATING AREA .10/1500 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV, NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -16.8 1.049 PL 3.42 PF 1.3 A 11.0 5.6 9.0 16.8 6.2 120 FTG 2T PE -0.4 15 11.9 0.0 9.9 0.0 0.094 TL 13.42 PV Pipe: 2 -20.4 1.049 FL 2.38 PF 1.7 B 0.0 5.6 13.3 20.4 7.6 120 FTG 2T PE -5.2 16 11.9 0.0 9.8 0.0 0.135 TL 12.38 PV Pipe: 3 -20.6 1.049 FL 2.50 PF 1.7 C 0.0 5.6 13.5 20.6 7.6 120 FTG 2T PE -5.2 17 11.9 0.0 10.0 0.0 0.137 TL 12.50 PV Pipe: 4 -21.5 1.049 PL 2.50 PF 1.9 D 0.0 5.6 14.8 21.5 8.0 120 FTG 2T PE -5.2 18 11.9 0.0 11.5 0.0 0.149 TL 12.50 PV Pipe: 5 -18.6 1.049 FL 8.42 PF 2.0 E 0.0 5.6 11.0 18.6 6.9 120 FTG 2ET PE -5.1 19 11.7 0.0 7.9 0.0 0.113 TL 17.42 PV Pipe: 6 -18.6 1.049 FL 2.38 PF 1.3 F 0.0 5.6 11.0 18.6 6.9 120 FTG 2ET FE -5.1 20 11.7 0.0 7.3 0.0 0.114 TL 11.38 PV Pipe: 7 -18.5 1.049 PL 2.00 PF 1.4 G 0.0 5.6 10.9 18.5 6.9 120 FTG 2T FE -5.1 21 11.7 0.0 7.2 0.0 0.113 TL 12.00 PV Pipe: 8 -18.6 1.049 FL 2.00 PF 1.4 H 0.0 5.6 11.0 18.6 6.9 120 FTG 2T FE -5.1 22 11.7 0.0 7.3 0.0 0.114 TL 12.00 PV Pipe: 9 -19.1 1.049 FL 2.00 FE' 1.4 I 0.0 5.6 11.7 19.1 7.1 120 FTG 2T FE -5.1 23 11.7 0.0 8.1 0.0 0.120 TL 12.00 PV Pipe: 10 -20.9 1.049 FL 2.00 FE' 1.7 J 0.0 5.6 14.0 20.9 7.8 120 FTG 2T PE -5.1 24 11.7 0.0 10.6 0.0 0.141 TL 12.00 PV Pipe: 11 -20.2 1.049 FL 2.17 FE' 1.5 K 0.0 5.6 13.1 20.2 7.5 120 FTG 2ET FE -5.0 25 11.5 0.0 9.6 0.0 0.133 TL 11.17 PV Pipe: 12 -20.0 1.049 PL 2.00 PF 1.4 L 0.0. 5.6 12.8 20.0 7.4 120 FTG 2ET PE -5.0 26 11.5 0.0 9.2 0.0 0.130 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/14/2011 C:\HASS77\FILES\SENTRY\THE CATCH\CATCH-A.SDF JOB TITLE: THE CATCH RESTAURANT CARLSBAD, CA SEATING AREA .10/1500 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -20.0 1.049 FL 2.00 PF 1.4 M 0.0 5.6 12.8 20.0 7.4 120 FTG 2ET PE -5.0 27 11.5 0.0 9.2 0.0 0.130 TL 11.00 PV Pipe: 14 -20.2 1.049 PL 2.00 PP 1.5 N 0.0 5.6 13.0 20.2 7.5 120 FTG 2ET PE -5.0 28 11.5 0.0 9.5 0.0 0.133 TL 11.00 PV Pipe: 15 -21.4 1.049 PL 2.00 PP 1.6 0 0.0 5.6 14.6 21.4 7.9 120 FTG 2ET PE -5.0 29 11.5 0.0 11.2 0.0 0.147 TL 11.00 PV Pipe: 16 34.2 1.610 PL 10.00 PP 0.4 1 11.0 0.0 18.0 0.0 5.4 120 FTG ---- PE -0.1 2 11.2 0.0 17.5 0.0 0.044 TL 10.00 PV Pipe: 17 76.7 1.610 FL 8.75 PP 1.7 2 11.2 0.0 17.5 0.0 12.1 120 FTG ---- FE -0.1 3 11.4 0.0 15.7 0.0 0.194 TL 8.75 PV Pipe: 18 106.0 1.610 FL 8.50 PP 3.0 3 11.4 0.0 15.7 0.0 16.7 120 FTG ---- FE 0.0 4 11.5 0.0 12.6 0.0 0.354 TL 8.50 PV Pipe: 19 65.7 1.610 FL 8.83 PP 1.3 4 11.5 0.0 12.6 0.0 10.3 120 FTG ---- FE -0.1 5 11.7 0.0 11.3 0.0 0.146 TL 8.83 PV Pipe: 20 21.5 1.610 FL 12.00 PP 0.2 5 11.7 0.0 11.3 0.0 3.4 120 FTG ---- FE -0.1 6 11.9 0.0 10.9 0.0 0.019 TL 12.00 PV Pipe: 21 -34.2 2.067 FL 7.04 PP 0.1 7 11.0 0.0 27.5 0.0 3.3 120 FTG ---- FE -0.1 8 11.2 0.0 27.5 0.0 0.013 TL 7.04 PV Pipe: 22 -53.0 2.067 PL 4.42 PP 0.1 8 11.2 0.0 27.5 0.0 5.1 120 FTG ---- FE 0.0 9 11.2 0.0 27.6 0.0 0.029 TL 4.42 PV Pipe: 23 -76.7 2.067 FL 3.54 PP 0.8 9 11.2 0.0 27.6 0.0 7.3 120 FTG T FE 0.0 30 11.2 0.0 28.4 0.0 0.057 TL 13.54 PV Pipe: 24 218.8 2.067 FL 3.67 PP 5.5 30 11.2 0.0 28.4 0.0 20.9 120 FTG T FE -0.1 10 11.4 0.0 22.8 0.0 0.400 TL 13.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/14/2011 C:\HASS77\FILES\SENTRY\THE CATCH\CATCH-A.SDF JOE TITLE: THE CATCH RESTAURANT CARLSBAD, CA SEATING AREA .10/1500 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 189.5 2.067 PL 10.00 PP 3.1 10 11.4 0.0 22.8 0.0 18.1 120 FTG ---- PE 0.0 11 11.5 0.0 19.7 0.0 0.306 TL 10.00 PV Pipe: 26 128.0 2.067 PL 8.83 PP 1.3 11 11.5 0.0 19.7 0.0 12.2 120 FTG ---- PE -0.1 12 11.7 0.0 18.3 0.0 0.148 TL 8.83 PV Pipe: 27 57.8 2.067 PL 12.00 PP 0.4 12 11.7 0.0 18.3 0.0 5.5 120 FTG ---- PE -0.1 13 11.9 0.0 17.8 0.0 0.034 TL 12.00 PV Pipe: 28 34.2 1.380 PL 84.67 PP 9.5 7 11.0 0.0 27.5 0.0 7.3 120 FTG 2E2T PE 0.0 1 11.0 0.0 18.0 0.0 0.092 TL 102.67 PV Pipe: 29 18.8 1.380 PL 31.04 PP 1.4 8 11.2 0.0 27.5 0.0 4.0 120 FTG E2T PE 0.0 14 11.2 0.0 26.1 0.0 0.030 TL 46.04 PV Pipe: 30 23.7 1.380 PL 26.58 PP 1.5 9 11.2 0.0 27.6 0.0 5.1 120 FTG T FE 0.0 14 11.2 0.0 26.1 0.0 0.047 TL 32.58 PV Pipe: 31 42.5 1.380 PL 56.54 PP 8.6 14 11.2 0.0 26.1 0.0 9.1 120 FTG T PE 0.0 2 11.2 0.0 17.5 0.0 0.138 TL 62.54 PV Pipe: 32 29.3 1.380 FL 84.83 PP 7.2 10 11.4. 0.0 22.8 0.0 6.3 120 FTG 2E2T PE 0.0 3 11.4 0.0 15.7 0.0 0.070 TL 102.83 PV Pipe: 33 61.5 1.380 PL 25.08 PP 8.5 11 11.5 0.0 19.7 0.0 13.2 120 FTG T PE 0.0 29 11.5 0.0 11.2 0.0 0.273 TL 31.08 PV Pipe: 34 40.1 1.380 PL 14.00 PP 1.7 29 11.5 0.0 11.2 0.0 8.6 120 FTG ---- PE 0.0 28 11.5 0.0 9.5 0.0 0.124 TL 14.00 PV Pipe: 35 19.9 1.380 PL 8.00 PP 0.3 28 11.5 0.0 9.5 0.0 4.3 120 FTG ---- PE 0.0 27 11.5 0.0 9.2 0.0 0.034 TL 8.00 PV Pipe: 36 -0.1 1.380 PL 8.00 PP 0.0 27 11.5 0.0 9.2 0.0 0.0 120 FTG ---- PE 0.0 26 11.5 0.0 9.2 0.0 0.000 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/14/2011 C:\HASS77\FILES\SENTRY\THE CATCH\CATCH-A.SDF JOB TITLE: THE CATCH RESTAURANT CARLSBAD, CA SEATING AREA .10/1500 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 -20.1 1.380 PL 9.54 PP 0.3 26 11.5 0.0 9.2 0.0 4.3 120 FTG ---- PE 0.0 25 11.5 0.0 9.6 0.0 0.035 TL 9.54 PV Pipe: 38 -40.4 1.380 PL 18.50 PF 3.1 25 11.5 0.0 9.6 0.0 8.7 120 FTG T PE 0.0 4 11.5 0.0 12.6 0.0 0.125 TL 24.50 PV Pipe: 39 70.2 1.380 PL 16.12 PP 7.7 12 11.7 0.0 18.3 0.0 15.1 120 FTG T PE 0.0 24 11.7 0.0 10.6 0.0 0.349 TL 22.12 PV Pipe: 40 49.3 1.380 PL 14.00 PP 2.5 24 11.7 0.0 10.6 0.0 10.6 120 FTG ---- PE 0.0 23 11.7 0.0 8.1 0.0 0.181 TL 14.00 PV Pipe: 41 30.1 1.380 PL 10.00 PP 0.7 23 11.7 0.0 8.1 0.0 6.5 120 FTG ---- PE 0.0 22 11.7 0.0 7.3 0.0 0.073 TL 10.00 PV Pipe: 42 11.5 1.380 PL 8.00 PP 0.1 22 11.7 0.0 7.3 0.0 2.5 120 FTG ---- PE 0.0 21 11.7 0.0 7.2 0.0 0.012 TL 8.00 PV Pipe: 43 -7.0 1.380 PL 6.54 PP 0.0 21 11.7 0.0 7.2 0.0 1.5 120 FTG ---- PE 0.0 20 11.7 0.0 7.3 0.0 0.005 TL 6.54 PV Pipe: 44 -25.6 1.380 PL 11.67 PP 0.6 20 11.7 0.0 7.3 0.0 5.5 120 FTG ---- PE 0.0 19 11.7 0.0 7.9 0.0 0.054 TL 11.67 PV Pipe: 45 -44.1 1.380 PL 16.75 PP 3.4 19 11.7 0.0 7.9 0.0 9.5 120 FTG T PE 0.0 5 11.7 0.0 11.3 0.0 0.148 TL 22.75 PV Pipe: 46 57.8 1.380 PL 20.12 PP 6.4 13 11.9 0.0 17.8 0.0 12.4 120 FTG T PE 0.0 18 11.9 0.0 11.5 0.0 0.244 TL 26.12 PV Pipe: 47 36.3 1.380 PL 14.00 PP 1.4 18 11.9 0.0 11.5 0.0 7.8 120 FTG ---- PE 0.0 17 11.9 0.0 10.0 0.0 0.103 TL 14.00 PV Pipe: 48 15.7 1.380 PL 8.25 PP 0.2 17 11.9 0.0 10.0 0.0 3.4 120 FTG ---- PE 0.0 16 11.9 0.0 9.8 0.0 0.022 TL 8.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/14/2011 C:\HASS77\PILES\SENTRY\THE CATCH\CATCH-A.SDF JOB TITLE: THE CATCH RESTAURANT CARLSBAD, CA SEATING AREA .10/1500 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(PPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 49 -4.7 1.380 PL 13.46 PP 0.0 16 11.9 0.0 9.8 0.0 1.0 120 FTG ---- PE 0.0 15 11.9 0.0 9.9 0.0 0.002 TL 13.46 PV Pipe: 50 -21.5 1.380 PL 27.29 PP 1.1 15 11.9 0.0 9.9 0.0 4.6 120 FTG ---- FE 0.0 6 11.9 0.0 10.9 0.0 0.039 TL 27.29 PV Pipe: 51 -295.5 2.067 PL 1.08 PP 2.8 30 11.2 0.0 28.4 0.0 28.3 120 FTG L PE 0.0 TOR 11.3 0.0 31.2 0.0 0.697 TL 4.08 PV Pipe: RISER -295.5 2.067 PL 10.25 PP 15.5 TOR 11.3 0.0 31.2 0.0 28.3 120 FTG 2LB FE 4.5 BOR 1.0 0.0 51.2 0.0 0.697 TL 22.25 PV Pipe: SPIGOT -295.5 4.220 PL 8.00 PP 0.3 BOR 1.0 0.0 51.2 0.0 6.8 140 FTG L PE 0.4 DI-C900 0.0 0.0 51.9 0.0 0.016 TL 18.00 PV Pipe: UG1 -295.5 4.070 PL 20.00 PP 0.5 DI-C900 0.0 0.0 51.9 0.0 7.3 150 FTG L PE 0.0 UG1 0.0 0.0 52.4 0.0 0.017 TL 29.56 PV Pipe: UG2 -295.5 4.070 FL 81.61 PP 1.9 UG1 0.0 0.0 52.4 0.0 7.3 150 FTG 3L PE 0.0 DCK1 0.0 0.0 54.3 0.0 0.017 TL 110.29 PV Pipe: DB-CK-VA FIXED PRESSURE LOSS DEVICE DCK2 0.0 0.0 64.8 0.0 10.5 psi, 295.5 gpm DCK1 0.0 0.0 54.3 0.0 Pipe: TO-CITY -295.5 6.080 FL 59.00 PP 0.3 DCK2 0.0 0.0 64.8 0.0 3.3 150 FTG T2LG PE 0.0 CITY 0.0 SRCE 65.1 (N/A) 0.002 TL 138.00 PV NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 3808132110 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.013 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/14/2011 C:\HASS77\FILES\SENTRY\THE CATCH\CATCH-A.SDF JOB TITLE: THE CATCH RESTAURANT CARLSBAD, CA SEATING AREA .10/1500 Total pressure at each node is used in balancing the system. Maximum water velocity is 28.3 ft/sec at pipe 51. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 4.070 10.54 21.09 6.33 23.20 12.65 2.11 21.09 21.09 21.09 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 100.0 W. WATER SUPPLY ANALYSIS Static: 84.60 psi Resid: 81.00 psi Flow: 1265.0 gpm LEGEND Available pressure 1 84.18 psi @ 395.5 gpm Required pressure 2 65.10 psi 8 395.5 gpm Source Supply Curve System Demand Curve A U G E 01 P 60.0 R E S S U R 40.0 P S i 20.0 0.0 400 600 800 1000 1200 1400 1600 1800 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/14/2011 C:\HASS77\FILES\SENTRY\THE CATCH\CATCH-A.SDF JOB TITLE: THE CATCH RESTAURANT CARLSBAD, CA SEATING AREA .10/1500 WATER SUPPLY CURVE 96+ 88+ * <-81.0 psi 8 1265 gpm 80+ Flow Test Point 72+ Ix P64+ R E I S I S56+ U I R I E I 48+ P I S I I 40+ 32+ 24+ 16+ LEGEND IT TI X = Required Water Supply I 65.10 psi 8 395.5 gpm IT 8+ II I 0 Available Water Supply TI I 84.18 psi 8 395.5 gpm TI IT +--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) UNDERGROUND PIPING 24-17 Contractor's Material and Test Certificate for Underground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All detects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be tilled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Property Date Property address 'O(I?O L4b \)ILL J. Accepted by approving authorities (names) Plans Address /3's 4.' Installation conforms to accepted plans Yes U No Equipment used is approved —Yes U No If no, state deviations Has person in charge of fire equipment been instructed as to location of EYes U No control valves and care and maintenance of this new equipment? If no, explain Instructions Have copies of appropriate instructions and care and maintenance U No charts been left on premises? If no, explain Location Supplies buildings &'t:,tS Pipe types and class Type joint Pipe conforms to standard Yes U No Underground Fittings conform to standard Yes 1J No pipes and joints If no, explain Joints needing anchorage clamped, strapped, or blocked in Yes U No accordance with -----standard If no, explain sh~inggL low the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as Ry-drarrteand blow-offs. Flush at flows not less than 390 gpm (1476 L/min) for 4 in. pipe, 880 gpm (3331 Limin) for 6 in. pipe, 1560 gpm (5905 Llmin) for 8 in. pipe, 2440 gpm (9235 Umin) for 10 in. pipe, and 3520 gpm (13,323 L/min) for 12 in. pipe. When supply cannot _produce stipulated flow rates, obtain maximum available. mVTT9 0 ps . All piping and attached appurtenances subjected to system working pressure shall be hydrostatically tested 0i eat .ba4 ef!50 psi (3.4 bar) in excess of the system working pressure, whichever is greater, and shall maintain that prea i description for 2 hours. Hydrostatic Testing Allowance: Where additional water is added to the system to maintain the test pressures required by 10.10.2.2.1, the amount of water shall be measured and shall not exceed the limits of the following equation (For metric equation, see 10.10.2.2.4): L = testing allowance (makeup water), in gallons per hour SD'[P' L = S = length of pipe tested, in feet 148,000 0 = nominal diameter of the pipe, in inches P = average test pressure during the hydrostatic teat, in pounds per square inch (gauge) New unground piping flushed according to Yes U No Al b1A____ standard by (company) If no, explain How flushing flow was obtained Through what type opening Flushing ...ublic water U Tank or reservoir U Fire pump U Hydrant butt ..Open pipe tests Lead-ins flushed according to ,tUJi4..*JA,/1Jf1r standard by (company) _Yes U No If no, explain How flushing flow was obtained Through what type opening ,Public water U Tank or reservoir U Fire pump U Y connection to flange Jflpen pipe and spigot © 2007 National Fire Protection Association NFPA 24 (p. 1 of 2) FIGURE 10.10.1 Sample of Contractor's Material and Test Certificate for Underground Piping. 2007 Edition 24-18 INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES All new underground piping hydrostatically tested at Joints covered Hydrostatic test _c'?) psi for Z- hours Yes D No Total amount of leakage measured Leakage gallons hours test Allowable leakage --6. gallons 2 b hours Number installed Type and make All operate satisfactorily Hydrants 10 Yes U No Water control valves left wide open Yes rvA No If no, state reason Control valves Hose threads of fire department connections and hydrants interchangeable with Yes U No those of fire department answering alarm Date left in service Remarks N me of installing contractor Tests witnessed by Signatures Foroperty ownerj1ed) Title Date K — I brrf /tør - installIcontra ( ) Title Date t Additional explanation and notes © 2007 National Fire Protection Association NFPA 24 (p. 2 of 2) FIGURE 10.10.1 Continued 2007 Edition