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1030 CAMINO DE LAS ONDAS; ; FPR2018-0060; Permit
Print Date: 05/11/2022 Job Address: 1030 CAMINO DE LAS ONDAS, Permit Type: FIRE-Construction Residential Parcel #: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Track #: Applied: 03/01/2018 $0.00 Lot #: Issued: 03/14/2018 Project #: Finaled Close Out: 03/22/2021 Plan #: Construction Type: Final Inspection: Orig. Plan Check #: INSPECTOR: Fieri, Dominic Plan Check #: Wong, Cindy CARLSBAD, CA 92011-3402 Status: Closed - Fina led Work Class: Single Family Fire Sprinkli Permit No: FPR2018-0060 PERMIT REPORT (City of Carlsbad Project Title: Description: GOLDEN SURF: LOT 1 //PLAN 1- SPRINKLER 13D FPContractor: SYMONS FIRE PROTECTION INC 9475 CHESAPEAKE DR SAN DIEGO, CA 92123-1336-SAN DIEGO (619) 588-6364 FEE AMOUNT FIRE NFPA 13D Single Family System (Insp/Bldg) $121.00 FIRE NFPA 13D Single Family System (Plan Review) $239.00 Total Fees: $360.00 Total Payments To Date: $360.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR GOLDEN SURF - PLAN 1 REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 17-0411 02-23-18 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 9 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.5 gpm 31.5 gpm (5 gpm Hose STREAM) 26.5 gpm @ 22.7 psi 4.9 JOBANNY ECHEVERRIA CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 63 psi (-10% 56.7 PSI) RESIDUAL: 55.7 psi FLOW: 500 gpm WATER DEPARTMENT: CARLSBAD MUN.WATER DIST. 11-30-17 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/23/2018 S:\JJ\HASS\17-0411.SDF JOB TITLE: GOLDEN SURF - PLAN 1 - 2 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 56.7 55.7 500.0 56.7 31.5 53.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 165.0 SOURCE 53.3 31.5 2 168.0 - - - - 44.6 - - - 3 168.0 - - - - 40.6 - - - 4 168.0 - - - - 39.2 - - - 5 173.0 - - - - 36.4 - - - 6 173.0 - - - - 23.4 - - - 7 168.0 - - - - 24.9 - - - 8 163.0 - - - - 24.8 - - - 9 166.0 HOSE STREAM 22.7 5.0 10 172.0 - - - - 18.6 - - - 11 172.0 - - - - 15.2 - - - 12 172.0 - - - - 13.9 - - - 13 172.0 - - - - 13.8 - - - 14 182.0 - - - - 8.5 - - - 15 182.0 - - - - 8.1 - - - 16 182.0 K= 4.90 7.5 13.5 17 182.0 - - - - 7.5 - - - 18 182.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/23/2018 S:\JJ\HASS\17-0411 .SDF JOB TITLE: GOLDEN SURF - PLAN 1 - 2 HEAD CALC 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 31.5 0.995 FL 20.00 PF 7.5 1 165.0 SRCE 53.3 (N/A) 13.0 150 FTG TG PE -1.3 2 168.0 0.0 44.6 0.0 0.258 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 168.0 0.0 44.6 0.0 4.0 psi, 31.4 gpm 3 168.0 0.0 40.6 0.0 Pipe: 3 31.5 1.025 PL 5.00 PF 1.3 3 168.0 0.0 40.6 0.0 12.2 150 FTG 1.0 PE 0.0 4 168.0 0.0 39.2 0.0 0.223 TL 6.00 PV Pipe: 4 31.5 1.025 FL 2.00 PF 0.7 4 168.0 0.0 39.2 0.0 12.2 150 FTG 1.0 PE -2.2 5 173.0 0.0 36.4 0.0 0.223 TL 3.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE 5 173.0 0.0 36.4 0.0 13.0 psi, 31.4 gpm 6 173.0 0.0 23.4 0.0 Pipe: 6 31.5 1.025 PL 2.00 PF 0.7 6 173.0 0.0 23.4 0.0 12.2 150 FTG 1.0 PE 2.2 7 168.0 0.0 24.9 0.0 0.223 TL 3.00 PV Pipe: 7 31.5 2.003 PL 260.00 FT 2.2 7 168.0 0.0 24.9 0.0 3.2 150 FTG 3.0 FE 2.2 8 163.0 0.0 24.8 0.0 0.009 TL 263.00 PV Pipe: 8 31.5 1.505 PL 5.00 PF 0.8 8 163.0 0.0 24.8 0.0 5.7 150 FTG 19.0 FE -1.3 9 166.0 H.S. 22.7 5.0 0.034 TL 24.00 PV Pipe: 9 26.5 1.101 FL 6.00 PF 1.5 9 166.0 H.S. 22.7 5.0 8.9 150 FTG 7.0 FE -2.6 10 172.0 0.0 18.6 0.0 0.114 TL 13.00 PV Pipe: 10 26.5 1.101 FL 10.00 PF 3.4 10 172.0 0.0 18.6 0.0 8.9 150 FTG 20.0 FE 0.0 11 172.0 0.0 15.2 0.0 0.114 TL 30.00 PV Pipe: 11 16.7 1.101 FL 14.00 PF 1.3 11 172.0 0.0 15.2 0.0 5.6 150 FTG 12.0 FE 0.0 12 172.0 0.0 13.9 0.0 0.049 TL 26.00 PV Pipe: 12 9.7 1.101 FL 48.00 PF 1.4 11 172.0 0.0 15.2 0.0 3.3 150 FTG 30.0 FE 0.0 13 172.0 0.0 13.8 0.0 0.018 TL 78.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/23/2018 S:\JJ\HASS\17-0411 .SDF JOB TITLE: GOLDEN SURF - PLAN 1 - 2 HEAD CALC 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: 13 2.6 1.101 PL 59.00 PF 0.1 12 172.0 0.0 13.9 0.0 0.9 150 FTG 26.0 PE 0.0 13 172.0 0.0 13.8 0.0 0.002 TL 85.00 PV Pipe: 14 14.2 1.101 PL 16.00 PF 1.1 12 172.0 0.0 13.9 0.0 4.8 150 FTG 14.0 PE -4.3 14 182.0 0.0 8.5 0.0 0.036 TL 30.00 PV Pipe: 15 12.3 1.101 PL 29.00 PF 1.3 13 172.0 0.0 13.8 0.0 4.1 150 FTG 19.0 FE -4.3 15 182.0 0.0 8.1 0.0 0.028 TL 48.00 PV Pipe: 16 4.6 1.101 PL 59.00 PF 0.4 14 182.0 0.0 8.5 0.0 1.6 150 FTG 24.0 PE 0.0 15 182.0 0.0 8.1 0.0 0.004 TL 83.00 PV Pipe: 17 9.6 1.101 PL 42.00 PF 1.0 14 182.0 0.0 8.5 0.0 3.2 150 FTG 16.0 FE 0.0 17 182.0 0.0 7.5 0.0 0.017 TL 58.00 PV Pipe: 18 16.9 1.101 FL 3.00 PF 0.6 15 182.0 0.0 8.1 0.0 5.7 150 FTG 9.0 PE 0.0 16 182.0 4.9 7.5 13.5 0.050 TL 12.00 PV Pipe: 19 3.4 1.101 PL 6.00 PF 0.0 16 182.0 4.9 7.5 13.5 1.2 150 FTG 9.0 FE 0.0 17 182.0 0.0 7.5 0.0 0.003 TL 15.00 PV Pipe: 20 13.0 1.101 FL 4.00 PF 0.5 17 182.0 0.0 7.5 0.0 4.4 150 FTG 11.0 FE 0.0 18 182.0 4.9 7.0 13.0 0.031 TL 15.00 PV NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.116 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe 1. Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/23/2018 S:\JJ\HASS\17-0411.SDF JOB TITLE: GOLDEN SURF - PLAN 1 - 2 HEAD CALC are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 56.69 psi with a flow of 33.16 gpm. PIPE FITTINGS TABLE Pipe Table Name: FSS.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 GatViv AimChk DPViv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.505 2.88 5.76 1.44 6.48 4.32 0.72 7.20 7.20 5.76 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 70.0 G A 60.0 U G 2 E 50.0 P R E S 40.0 S U R E 30.0 WATER SUPPLY ANALYSIS Static: 56.70 psi Resid: 55.70 psi Flow: 500.0 gpm LEGEND 1 Available pressure 56.69 psi @ 31.5 gpm 2 Required pressure 53.35 psi @ 31.5 gpm A. Source Supply Curve B. System Demand Curve 20.0 i 10.0 B [IW -14 .7 100 150 200 250 300 350 400 450 FLOW (GPM) ;hed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/23/2018 S:\JJ\HASS\17-0411 .SDF JOB TITLE: GOLDEN SURF - PLAN 1 - 2 HEAD CALC WATER SUPPLY CURVE 60+ 0\\\\\\\\\\\\\\\\\* <-55.7 psi 8 500 gpm 55+ Flow Test Point x 50+ 45+ P 40+ R E I S I S 35+ U I R I E 30+ P I S I I 25+ ) I 20+ 15+ 10+ LEGEND I X = Required Water Supply I 53.35 psi 8 31.5 gpm 5+ I 0 = Available Water Supply I 56.69 psi 8 31.5 gpm I, 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR GOLDEN SURF - PLAN 2 REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 17-0411-1 02-23-18 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.3 gpm TOTAL WATER REQUIRED (including hose): 31.3 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 9 BOR) : 26.3 gpm @ 24.1 psi SPRINKLER K-FACTOR (ORIFICE SIZE) 4.9 DESIGN/LAYOUT BY: JOBANNY ECHEVERRIA AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 63 psi (-10% 56.7PSI) RESIDUAL: 55.7 psi FLOW: 500 gpm WATER DEPARTMENT: CARLSBAD MUN.WATER DIST. 11-30-17 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/23/2018 S:\JJ\HASS\17-0411-1.SDF JOB TITLE: GOLDEN SURF - PLAN 2 - 2 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 56.7 55.7 500.0 56.7 31.3 54.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 165.0 SOURCE 54.6 31.3 2 168.0 - - - - 45.9 - - - 3 168.0 - - - - 41.9 - - - 4 168.0 - - - - 40.6 - - - 5 173.0 - - - - 37.8 - - - 6 173.0 - - - - 24.8 - - - 7 168.0 - - - - 26.3 - - - 8 163.0 - - - - 26.2 - - - 9 166.0 HOSE STREAM 24.1 5.0 10 172.0 - - - - 20.0 - - - 11 172.0 - - - - 15.9 - - - 12 172.0 - - - - 14.4 - - - 13 172.0 - - - - 14.3 - - - 14 182.0 - - - - 9.0 - - - 15 182.0 - - - - 9.0 - - - 16 182.0 - - - - 7.7 - - - 17 182.0 K= 4.90 7.0 13.0 18 182.0 - - - - 7.7 - - - 19 182.0 K= 4.90 7.3 13.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/23/2018 S:\JJ\HASS\17-0411-l.SDF JOB TITLE: GOLDEN SURF - PLAN 2 - 2 HEAD CALC 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 31.3 0.995 PL 20.00 PF 7.4 1 165.0 SRCE 54.6 (N/A) 12.9 150 FTG TG PE -1.3 2 168.0 0.0 45.9 0.0 0.255 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 168.0 0.0 45.9 0.0 4.0 psi, 31.3 gpm 3 168.0 0.0 41.9 0.0 Pipe: 3 31.3 1.025 FL 5.00 PF 1.3 3 168.0 0.0 41.9 0.0 12.2 150 FTG 1.0 PE 0.0 4 168.0 0.0 40.6 0.0 0.220 TL 6.00 PV Pipe: 4 31.3 1.025 PL 2.00 PF 0.7 4 168.0 0.0 40.6 0.0 12.2 150 FTG 1.0 PE -2.2 5 173.0 0.0 37.8 0.0 0.220 TL 3.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE 5 173.0 0.0 37.8 0.0 13.0 psi, 31.3 gpm 6 173.0 0.0 24.8 0.0 Pipe: 6 31.3 1.025 PL 2.00 PF 0.7 6 173.0 0.0 24.8 0.0 12.2 150 FTG 1.0 FE 2.2 7 168.0 0.0 26.3 0.0 0.220 TL 3.00 PV Pipe: 7 31.3 2.003 PL 260.00 PF 2.2 7 168.0 0.0 26.3 0.0 3.2 150 FTG 3.0 PE 2.2 8 163.0 0.0 26.2 0.0 0.008 TL 263.00 PV Pipe: 8 31.3 1.505 PL 5.00 PF 0.8 8 163.0 0.0 26.2 0.0 5.6 150 FTG 19.0 PE -1.3 9 166.0 H.S. 24.1 5.0 0.034 TL 24.00 PV Pipe: 9 26.3 1.101 PL 6.00 PF 1.5 9 166.0 H.S. 24.1 5.0 8.9 150 FTG 7.0 FE -2.6 10 172.0 0.0 20.0 0.0 0.113 TL 13.00 PV Pipe: 10 26.3 1.101 PL 15.00 PF 4.2 10 172.0 0.0 20.0 0.0 8.9 150 FTG 22.0 FE 0.0 11 172.0 0.0 15.9 0.0 0.113 TL 37.00 PV Pipe: 11 15.7 1.101 PL 18.00 PF 1.5 11 172.0 0.0 15.9 0.0 5.3 150 FTG 16.0 PE 0.0 12 172.0 0.0 14.4 0.0 0.044 TL 34.00 PV Pipe: 12 10.5 1.101 FL 55.00 PF 1.5 11 172.0 0.0 15.9 0.0 3.5 150 FTG 18.0 PE 0.0 13 172.0 0.0 14.3 0.0 0.021 TL 73.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/23/2018 S:\JJ\HASS\17-0411-l .SDF JOB TITLE: GOLDEN SURF - PLAN 2 - 2 HEAD CALC 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: 13 1.0 1.101 PL 74.00 PF 0.0 12 172.0 0.0 14.4 0.0 0.3 150 FTG 34.0 PE 0.0 13 172.0 0.0 14.3 0.0 0.000 TL 108.00 PV Pipe: 14 14.7 1.101 PL 14.00 PF 1.0 12 172.0 0.0 14.4 0.0 5.0 150 FTG 13.0 PE -4.3 15 182.0 0.0 9.0 0.0 0.039 TL 27.00 PV Pipe: 15 11.6 1.101 PL 24.00 PF 1.0 13 172.0 0.0 14.3 0.0 3.9 150 FTG 17.0 PE -4.3 14 182.0 0.0 9.0 0.0 0.025 TL 41.00 PV Pipe: 16 -0.4 1.101 PL 42.00 PF 0.0 14 182.0 0.0 9.0 0.0 0.1 150 FTG 29.0 PE 0.0 15 182.0 0.0 9.0 0.0 0.000 TL 71.00 PV Pipe: 17 11.9 1.101 PL 32.00 PF 1.3 14 182.0 0.0 9.0 0.0 4.0 150 FTG 16.0 PE 0.0 16 182.0 0.0 7.7 0.0 0.026 TL 48.00 PV Pipe: 18 14.4 1.101 PL 19.00 PF 1.3 15 182.0 0.0 9.0 0.0 4.8 150 FTG 15.0 PE 0.0 18 182.0 0.0 7.7 0.0 0.037 TL 34.00 PV Pipe: 19 13.0 1.101 PL 7.00 PF 0.7 16 182.0 0.0 7.7 0.0 4.4 150 FTG 16.0 PE 0.0 17 182.0 4.9 7.0 13.0 0.031 TL 23.00 PV Pipe: 20 -1.1 1.101 PL 4.00 PF 0.0 16 182.0 0.0 7.7 0.0 0.4 150 FTG 9.0 PE 0.0 18 182.0 0.0 7.7 0.0 0.000 TL 13.00 PV Pipe: 21 13.3 1.101 PL 2.00 PF 0.4 18 182.0 0.0 7.7 0.0 4.5 150 FTG 11.0 PE 0.0 19 182.0 4.9 7.3 13.3 0.032 TL 13.00 PV NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.058 gpm. i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/23/2018 S:\JJ\HASS\17-0411-l.SDF JOB TITLE: GOLDEN SURF - PLAN 2 - 2 HEAD CALC Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 56.69 psi with a flow of 32.30 gpm. PIPE FITTINGS TABLE Pipe Table Name: FSS.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 DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.505 2.88 5.76 1.44 6.48 4.32 0.72 7.20 7.20 5.76 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/23/2018 S:\JJ\HASS\17-0411-l.SDF JOB TITLE: GOLDEN SURF - PLAN 2 - 2 HEAD CALC U) U U) UJC') U)C) U) U) ç .cP) o Q) (U -HO L() (1) '-( (U. > ZFCC LO Q). cLr) 04 M ft I 7,477, YA 1A (N 0 0 0 0 0 0 0 0 0 • • 0 0 0 0 0 0 0 0 0• co N 110 If) Y) N -QU)-H--- 0 0 0 u) 0 44 U) 04 '4-) In U) a) --1 U) 04 U) 0 IH N I() r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/23/2018 S:\JJ\HASS\17-0411-l .SDF JOB TITLE: GOLDEN SURF - PLAN 2 - 2 HEAD CALC WATER SUPPLY CURVE 60+ 0\\\\\\\\\\\\\\\\\* <-55.7 psi @ 500 gpm 55X Flow Test Point 50+ 45+ P 40+ R I E I S I S 35+ U I R I E 30+ ( I P I S I I 25+ ) I 20+ 15+ 10+ LEGEND TV I I, I X = Required Water Supply 11 I 54.59 psi @ 31.3 gpm 5+ I 0 = Available Water Supply 56.69 psi 8 31.3 gpm 0++-+---+----+-----+ ------+--------+ --------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR GOLDEN SURF - PLAN 3 REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 17-0411-2 02-23-18 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED TOTAL SPRINKLER WATER FLOW REQUIRED: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.5 gpm TOTAL WATER REQUIRED (including hose): 31.5 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 9 BOR): 26.5 gpm @ 25.1 psi SPRINKLER K-FACTOR (ORIFICE SIZE) : 4.9 DESIGN/LAYOUT BY: JOBANNY ECHEVERRIA AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 63 Psi (-10% 56.7PSI) RESIDUAL: 55.7 psi FLOW: 500 gpm WATER DEPARTMENT: CARLSBAD MUN.WATER DIST. 11-30-17 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/23/2018 S:\JJ\HASS\17-0411-2 .SDF JOB TITLE: GOLDEN SURF - PLAN 3 - 2 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 56.7 55.7 500.0 56.7 31.5 55.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 165.0 SOURCE 55.7 31.5 2 168.0 - - - - 46.9 - - - 3 168.0 - - - - 42.9 - - - 4 168.0 - - - - 41.6 - - - 5 173.0 - - - - 38.8 - - - 6 173.0 - - - - 25.8 - - - 7 168.0 - - - - 27.3 - - - 8 163.0 - - - - 27.2 - - - 9 166.0 HOSE STREAM 25.1 5.0 10 172.0 - - - - 21.0 - - - 11 172.0 - - - - 16.1 - - - 12 172.0 - - - - 14.9 - - - 13 172.0 - - - - 14.9 - - - 14 182.0 - - - - 8.8 - - - 15 182.0 - - - - 7.6 - - - 16 182.0 K= 4.90 7.0 13.0 17 182.0 K= 4.90 7.6 13.5 18 182.0 - - - - 8.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/23/2018 S:\JJ\HASS\17-0411-2.SDF JOB TITLE: GOLDEN SURF - PLAN 3 - 2 HEAD CALC 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 31.5 0.995 PL 20.00 PF 7.5 1 165.0 SRCE 55.7 (N/A) 13.0 150 FTG TG PE -1.3 2 168.0 0.0 46.9 0.0 0.258 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 168.0 0.0 46.9 0.0 4.0 psi, 31.5 gpm 3 168.0 0.0 42.9 0.0 Pipe: 3 31.5 1.025 PL 5.00 PF 1.3 3 168.0 0.0 42.9 0.0 12.2 150 FTG 1.0 PE 0.0 4 168.0 0.0 41.6 0.0 0.223 TL 6.00 PV Pipe: 4 31.5 1.025 PL 2.00 PF 0.7 4 168.0 0.0 41.6 0.0 12.2 150 FTG 1.0 PE -2.2 5 173.0 0.0 38.8 0.0 0.223 TL 3.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE 5 173.0 0.0 38.8 0.0 13.0 psi, 31.5 gpm 6 173.0 0.0 25.8 0.0 Pipe: 6 31.5 1.025 PL 2.00 PF 0.7 6 173.0 0.0 25.8 0.0 12.2 150 FTG 1.0 PE 2.2 7 168.0 0.0 27.3 0.0 0.223 TL 3.00 PV Pipe: 7 31.5 2.003 PL 260.00 PF 2.2 7 168.0 0.0 27.3 0.0 3.2 150 FTG 3.0 PE 2.2 8 163.0 0.0 27.2 0.0 0.009 TL 263.00 PV Pipe: 8 31.5 1.505 PL 5.00 PF 0.8 8 163.0 0.0 27.2 0.0 5.7 150 FTG 19.0 PE -1.3 9 166.0 H.S. 25.1 5.0 0.034 TL 24.00 PV Pipe: 9 26.5 1.101 PL 6.00 PF 1.5 9 166.0 H.S. 25.1 5.0 8.9 150 FTG 7.0 PE -2.6 10 172.0 0.0 21.0 0.0 0.114 TL 13.00 PV Pipe: 10 26.5 1.101 PL 23.00 PF 4.9 10 172.0 0.0 21.0 0.0 8.9 150 FTG 20.0 PE 0.0 11 172.0 0.0 16.1 0.0 0.114 TL 43.00 PV Pipe: 11 13.8 1.101 PL 22.00 PF 1.1 11 172.0 0.0 16.1 0.0 4.6 150 FTG 11.0 PE 0.0 12 172.0 0.0 14.9 0.0 0.034 TL 33.00 PV Pipe: 12 12.7 1.101 PL 28.00 PF 1.1 11 172.0 0.0 16.1 0.0 4.3 150 FTG 10.0 PE 0.0 13 172.0 0.0 14.9 0.0 0.029 TL 38.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/23/2018 S:\JJ\HASS\17-0411-2.SDF JOB TITLE: GOLDEN SURF - PLAN 3 - 2 HEAD CALC 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: 13 -0.7 1.101 PL 39.00 PF 0.0 12 172.0 0.0 14.9 0.0 0.2 150 FTG 14.0 PE 0.0 13 172.0 0.0 14.9 0.0 0.000 TL 53.00 PV Pipe: 14 14.5 1.101 PL 26.00 PF 1.8 12 172.0 0.0 14.9 0.0 4.9 150 FTG 22.0 PE -4.3 18 182.0 0.0 8.8 0.0 0.037 TL 48.00 PV Pipe: 15 12.0 1.101 PL 49.00 PF 1.8 13 172.0 0.0 14.9 0.0 4.0 150 FTG 21.0 PE -4.3 14 182.0 0.0 8.8 0.0 0.026 TL 70.00 PV Pipe: 16 13.6 1.101 PL 21.00 PF 1.2 14 182.0 0.0 8.8 0.0 4.6 150 FTG 15.0 PE 0.0 15 182.0 0.0 7.6 0.0 0.034 TL 36.00 PV Pipe: 17 -1.7 1.101 PL 51.00 PF 0.0 14 182.0 0.0 8.8 0.0 0.6 150 FTG 15.0 PE 0.0 18 182.0 0.0 8.8 0.0 0.001 TL 66.00 PV Pipe: 18 13.0 1.101 PL 6.00 PF 0.5 15 182.0 0.0 7.6 0.0 4.4 150 FTG 11.0 PE 0.0 16 182.0 4.9 7.0 13.0 0.031 TL 17.00 PV Pipe: 19 0.6 1.101 PL 14.00 PF 0.0 15 182.0 0.0 7.6 0.0 0.2 150 FTG 15.0 PE 0.0 17 182.0 4.9 7.6 13.5 0.000 TL 29.00 PV Pipe: 20 -12.8 1.101 PL 22.00 PF 1.3 17 182.0 4.9 7.6 13.5 4.3 150 FTG 20.0 PE 0.0 18 182.0 0.0 8.8 0.0 0.030 TL 42.00 PV NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.072 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe 1. Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DAE: 2/23/2018 S:\JJ\HASS\17-0411-2.SDF JOB TITLE: GOLDEN SURF - PLAN 3 - 2 HEAD CALC are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 56.69 psi with a flow of 31.94 gpm. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.505 2.88 5.76 1.44 6.48 4.32 0.72 7.20 7.20 5.76 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 WATER SUPPLY ANALYSIS E:1sW Static: 56.70 psi Resid: 55.70 psi Flow: 500.0 gpm LEGEND i Available pressure 70.0 56.69 psi @ 31.5 gpm G A 60.0 U G E 50.0 P R E 5 40.0 S U R E 30.0 2 Required pressure 55.72 psi @ 31.5 gpm A. Source Supply Curve B. System Demand Curve 20.0 i 10.0 B -14.7 juu .iju iuu 350 400 450 FLOW (GPM) ;hed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/23/2018 S:\JJ\HASS\17-0411-2.SDF JOB TITLE: GOLDEN SURF - PLAN 3 - 2 HEAD CALC WATER SUPPLY CURVE 60+ 0\\\\\\\\\\\\\\\\\* <55•7 psi @ 500 gpm 55+ Flow Test Point 50+ 45+ P 40+ R I E S I S 35+ U R I E I 30+ P S I I 25+ 20+ 15+ 10+ LEGEND 'I I X = Required Water Supply I 55.72 psi @ 31.5 gpm 5+ I 0 = Available Water Supply 56.69 Psi @ 31.5 gpm 'I 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)