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HomeMy WebLinkAbout187 CHERRY ST; ; FPR2017-0329; Permit(City of Carlsbad I A919 1p~ - . -1 Print Date: 04/18/2022 Permit No: FPR2017-0329 Job Address: 181 CHERRY ST, CARLSBAD, CA 92008 Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinkl Parcel U: Track U: Applied: 09/18/2017 Valuation: $0.00 Lot U: Issued: 10/02/2017 Occupancy Group: Project U: DEV15033 Finaled Close Out: 08/14/2020 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check U: Final Inspection: Project Title: CHERRYFIELD BEACH HOMES Description: CHERRY FIELD BEACH HOMES -SPRINKLER NFPA 13 >100 Applicant: FPContractor: SYMONS FIRE PROTECTION SYMONS FIRE PROTECTION INC ANGELA ZUMAYA 9475 CHESAPEAKE DR 12155 PAINE PL SAN DIEGO, CA 92123-1336-SAN DIEGO POWAY, CA 92064-7154 (619) 588-6364 (619) 588-6364 FEE AMOUNT FIRE Expedited Plan Review Per Hour - Office Hours $132.00 FIRE NFPA 13R System 3-16 units (per building) $832.00 Total Fees: $964.00 Total Payments To Date: $964.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1760-602-8561 f I www.carlsbadca.gov FF'R2017-0331 3YMONS FIRE PROTECTION, FPR20I7-0329 12155 PAINE PLACE POWAY,CA 92064 195 CHERRY ST LICENSE C16-682025 187 CHERRY ST HYDRAULIC CALCULATIONS FOR CHERRY - FIELD BEACH HOME FPR20I7_0330 REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT 191 CHERRY ST FILE NUMBER: 17-0234 09-11-17 -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 7 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: IM 05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 20.0 gpm (0 gpm Hose STREAM) 20.0 gpm @ 34.1 psi ON JOBANNY ECHEVERRIA CARLSBAD FIRE DEPARTMENT. WATER FLOW AVAILABILITY DATA: STATIC: 83 psi (-10% 74 PSI) RESIDUAL: 73 psi FLOW: 500 gpm WATER DEPARTMENT: CITY OF CARLSBAD WATER. 07-18-17 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/11/2017 S:\JJ\I-IASS\17-0234.SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 1 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 74.0 73.0 500.0 74.0 20.0 53.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 53.6 20.0 2 3.0 - - - - 52.1 - - - 3 3.0 - - - - 49.1 - - - 4 3.0 - - - - 49.1 - - - 5 3.0 - - - - 36.1 - - - 6 3.0 - - - - 35.9 - - - 7 7.0 - - - - 34.1 - - - 8 13.0 - - - - 31.3 - - - 9 13.0 - - - - 30.5 - - - 10 13.0 - - - - 29.3 - - - 11 13.0 - - - - 29.1 - - - 12 13.0 - - - - 29.0 - - - 13 23.0 - - - - 24.5 - - - 14 23.0 - - - - 24.4 - - - 15 23.0 - - - - 24.3 - - - 16 23.0 - - - - 24.4 - - - 17 23.0 - - - - 24.4 - - - 18 23.0 - - - - 24.1 - - - 19 23.0 - - - - 24.3 - - - 20 33.0 - - - - 19.8 - - - 21 33.0 - - - - 19.8 - - - 22 33.0 - - - - 19.2 - - - 23 33.0 - - - - 19.2 - - - 24 33.0 - - - - 19.2 - - - 25 33.0 - - - - 19.2 - - - 26 33.0 - - - - 19.1 - - - 27 33.0 - - - - 19.1 - - - 28 33.0 - - - - 19.0 - - - 29 33.0 - - - - 18.8 - - - 30 33.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/11/2017 S:\JJ\HASS\17-0234.SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 1 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 20.0 1.959 PL 20.00 PF 0.2 1 0.0 SRCE 53.6 (N/A) 2.1 150 FTG TG PE -1.3 2 3.0 0.0 52.1 0.0 0.004 TL 52.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 52.1 0.0 3.0 psi, 20.0 gpm 3 3.0 0.0 49.1 0.0 Pipe: 3 20.0 1.985 PL 10.00 PF 0.0 3 3.0 0.0 49.1 0.0 2.1 150 FTG 1.0 PE 0.0 4 3.0 0.0 49.1 0.0 0.004 TL 11.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 49.1 0.0 13.0 psi, 20.0 gpm 5 3.0 0.0 36.1 0.0 Pipe: 5 20.0 2.003 PL 35.00 PF 0.1 5 3.0 0.0 36.1 0.0 2.0 150 FTG 1.0 PE 0.0 6 3.0 0.0 35.9 0.0 0.004 TL 36.00 PV Pipe: 6 20.0 1.985 PL 5.00 PF 0.1 6 3.0 0.0 35.9 0.0 2.1 150 FTG 19.0 PE -1.7 7 7.0 0.0 34.1 0.0 0.004 TL 24.00 PV Pipe: 7 20.0 1.394 PL 6.00 PF 0.2 7 7.0 0.0 34.1 0.0 4.2 150 FTG 1.0 FE -2.6 8 13.0 0.0 31.3 0.0 0.022 TL 7.00 PV Pipe: 8 20.0 1.394 PL 16.00 PF 0.9 8 13.0 0.0 31.3 0.0 4.2 150 FTG 24.0 PE 0.0 9 13.0 0.0 30.5 0.0 0.022 TL 40.00 PV Pipe: 9 . 11.4 1.101 FL 27.00 PF 1.2 9 13.0 0.0 30.5 0.0 3.8 150 FTG 22.0 PE 0.0 10 13.0 0.0 29.3 0.0 0.024 TL 49.00 PV Pipe: 10 8.6 1.101 FL 69.00 PF 1.3 9 13.0 0.0 30.5 0.0 2.9 150 FTG 25.0 PE 0.0 11 13.0 0.0 29.1 0.0 0.014 TL 94.00 PV Pipe: 11 3.3 1.101 PL 99.00 PF 0.3 10 13.0 0.0 29.3 0.0 1.1 150 FTG 37.0 PE 0.0 12 13.0 0.0 29.0 0.0 0.002 TL 136.00 PV Pipe: 12 8.1 1.101 PL 15.00 PF 0.4 10 13.0 0.0 29.3 0.0 2.7 150 FTG 20.0 FE -4.3 13 23.0 0.0 24.5 0.0 0.013 TL 35.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/11/2017 S:\JJ\HASS\17-0234.SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 1 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 2.4 1.101 PL 75.00 PF 0.2 11 13.0 0.0 29.1 0.0 0.8 150 FTG 38.0 PE 0.0 12 13.0 0.0 29.0 0.0 0.001 TL 113.00 PV Pipe: 14 6.2 1.101 PL 27.00 PF 0.4 11 13.0 0.0 29.1 0.0 2.1 150 FTG 26.0 PE -4.3 16 23.0 0.0 24.4 0.0 0.008 TL 53.00 PV Pipe: 15 5.8 1.101 PL 16.00 PF 0.3 12 13.0 0.0 29.0 0.0 1.9 150 FTG 27.0 PE -4.3 19 23.0 0.0 24.3 0.0 0.007 TL 43.00 PV Pipe: 16 5.7 1.101 PL 11.00 PF 0.2 13 23.0 0.0 24.5 0.0 1.9 150 FTG 13.0 FE 0.0 14 23.0 0.0 24.4 0.0 0.007 TL 24.00 PV Pipe: 17 2.4 1.101 PL 96.00 PF 0.2 13 23.0 0.0 24.5 0.0 0.8 150 FTG 57.0 PE 0.0 15 23.0 0.0 24.3 0.0 0.001 TL 153.00 PV Pipe: 18 0.8 1.101 PL 53.00 PF 0.0 14 23.0 0.0 24.4 0.0 0.3 150 FTG 21.0 FE 0.0 17 23.0 0.0 24.4 0.0 0.000 TL 74.00 PV Pipe: 19 4.9 1.101 PL 19.00 PP 0.3 14 23.0 0.0 24.4 0.0 1.6 150 FTG 34.0 FE -4.3 20 33.0 0.0 19.8 0.0 0.005 TL 53.00 PV Pipe: 20 -1.7 1.101 FL 58.00 PP 0.1 15 23.0 0.0 24.3 0.0 0.6 150 FTG 27.0 FE 0.0 16 23.0 0.0 24.4 0.0 0.001 TL 85.00 PV Pipe: 21 4.1 1.101 FL 24.00 PF 0.2 15 23.0 0.0 24.3 0.0 1.4 150 FTG 37.0 FE -4.3 21 33.0 0.0 19.8 0.0 0.004 TL 61.00 PV Pipe: 22 4.5 1.101 PL 44.00 PF 0.3 16 23.0 0.0 24.4 0.0 1.5 150 FTG 18.0 PE 0.0 18 23.0 0.0 24.1 0.0 0.004 TL 62.00 PV Pipe: 23 0.8 1.101 FL 42.00 PF 0.0 17 23.0 0.0 24.4 0.0 0.3 150 FTG 27.0 FE 0.0 19 23.0 0.0 24.3 0.0 0.000 TL 69.00 PV Pipe: 24 -6.6 1.101 FL 9.00 PF 0.2 18 23.0 0.0 24.1 0.0 2.2 150 FTG 17.0 FE 0.0 19 23.0 0.0 24.3 0.0 0.009 TL 26.00 PV Pipe: 25 11.0 1.101 PL 18.00 PF 1.0 18 23.0 0.0 24.1 0.0 3.7 150 FTG 27.0 FE -4.3 29 33.0 0.0 18.8 0.0 0.023 TL 45.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/11/2017 S:\JJ\HASS\17-0234.SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 1 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: 26 0.2 1.101 PL 78.00 PF 0.0 20 33.0 0.0 19.8 0.0 0.1 150 FTG 32.0 FE 0.0 21 33.0 0.0 19.8 0.0 0.000 TL 110.00 PV Pipe: 27 4.7 1.101 PL 80.00 PF 0.5 20 33.0 0.0 19.8 0.0 1.6 150 FTG 36.0 FE 0.0 24 33.0 0.0 19.2 0.0 0.005 TL 116.00 PV Pipe: 28 4.3 1.101 FL 105.00 PF 0.6 21 33.0 0.0 19.8 0.0 1.4 150 FTG 50.0 FE 0.0 22 33.0 0.0 19.2 0.0 0.004 TL 155.00 PV Pipe: 29 0.0 1.101 FL 2.00 PF 0.0 22 33.0 0.0 19.2 0.0 0.0 150 FTG 15.0 FE 0.0 23 33.0 0.0 19.2 0.0 0.000 TL 17.00 PV Pipe: 30 4.3 1.101 PL 12.00 PF 0.1 22 33.0 0.0 19.2 0.0 1.4 150 FTG 20.0 PE 0.0 28 33.0 0.0 19.0 0.0 0.004 TL 32.00 PV Pipe: 31 0.0 1.101 PL 9.00 PF 0.0 24 33.0 0.0 19.2 0.0 0.0 150 FTG 15.0 PE 0.0 25 33.0 0.0 19.2 0.0 0.000 TL 24.00 PV Pipe: 32 4.7 1.101 FL 6.00 FE' 0.1 24 33.0 0.0 19.2 0.0 1.6 150 FTG 13.0 FE 0.0 26 33.0 0.0 19.1 0.0 0.005 TL 19.00 PV Pipe: 33 0.0 1.101 FL 2.00 PF 0.0 26 33.0 0.0 19.1 0.0 0.0 150 FTG 15.0 FE 0.0 27 33.0 0.0 19.1 0.0 0.000 TL 17.00 PV Pipe: 34 4.7 1.101 FL 9.00 PF 0.1 26 33.0 0.0 19.1 0.0 1.6 150 FTG 13.0 FE 0.0 28 33.0 0.0 19.0 0.0 0.005 TL 22.00 PV Pipe: 35 9.0 1.101 FL 5.00 FE' 0.3 28 33.0 0.0 19.0 0.0 3.0 150 FTG 13.0 FE 0.0 29 33.0 0.0 18.8 0.0 0.015 TL 18.00 PV Pipe: 36 20.0 1.101 FL 11.00 PF 2.1 29 33.0 0.0 18.8 0.0 6.7 150 FTG 20.0 FE 0.0 30 33.0 4.9 16.7 20.0 0.068 TL 31.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/11/2017 S:\JJ\HASS\17-0234.SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 1 HEAD CALC 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 0.076 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 6.7 ft/sec at pipe 36. 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 74.00 psi with a flow of 27.57 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 LngEli ChkViv BfyViv GatVlv AlmChk DPVlv NPTee 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 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 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/11/2017 S:\JJ\HASS\17-0234.sDF JOB TITLE: CHERRY FIELD BEACH HOMES - 1 HEAD CALC 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 1.959 7.00 15.00 3.00 4.50 0.50 17.00 0.00 0.00 C C C LI- C D N -H U) ol -H U) Cl) 0 IH U) > r 0 LO (N r 0 0 0 0 0 0 0 0 0 '-4 0 0 0 0 0 0 0 0 0 I N If) (N 0(911 Fx)U)U)Dc[1 —04 U)-H--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/11/2017 S:\JJ\HASS\17-0234 .SDF JO TITLE: CHERRY FIELD BEACH HOMES - 1 HEAD CALC SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/11/2017 S:\JJ\HASS\17-0234.SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 1 HEAD CALC WATER SUPPLY CURVE 84+ 77+ 0\\\\\\\\\\\\\\\\\* <-73.0 psi @ 500 gpm I Flow Test Point 70+ 63+ P 56+ R X E I S I 5 49+ U I R I E 42+ P I S I I 35+ 28+ 21+ 14+ LEGEND 'I I X = Required Water Supply I 53.61 psi @ 20.0 gpm 7+ I 0 = Available Water Supply 74.00 psi @ 20.0 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 CHERRY - FIELD BEACH HOMES REMOTE AREA 4 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 17-0234 09-11-17 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: FLOW AND PRESSURE (@ NODE 7 BOR) SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: .05 gpm/256 sq. ft. 1,024 sq. ft. 4 sprinklers 53.3 gpm 53.3 gpm (0 gpm Hose STREAM) 53.3 gpm @ 43.1 psi JOBANNY ECHEVERRIA CARLSBAD FIRE DEPARTMENT. TOTAL SPRINKLER WATER FLOW REQUIRED TOTAL WATER REQUIRED (including hose) WATER FLOW AVAILABILITY DATA: STATIC: 83 psi (-10% 74 PSI) RESIDUAL: 73 psi FLOW: 500 gpm WATER DEPARTMENT: CITY OF CARLSBAD WATER. 07-18-17 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/11/2017 S:\JJ\HASS\17-0234 .SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 4 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 74.0 73.0 500.0 74.0 53.3 65.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 53.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 53.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 65.1 53.3 2 3.0 - - - - 62.5 - - - 3 3.0 - - - - 59.5 - - - 4 3.0 - - - - 59.2 - - - 5 3.0 - - - - 46.2 - - - 6 3.0 - - - - 45.4 - - - 7 7.0 - - - - 43.1 - - - 8 13.0 - - - - 39.6 - - - 9 13.0 - - - - 34.3 - - - 10 13.0 - - - - 27.1 - - - 11 13.0 - - - - 26.1 - - - 12 13.0 - - - - 25.1 - - - 13 23.0 - - - - 20.0 - - - 14 23.0 - - - - 19.0 - - - 15 23.0 - - - - 18.6 - - - 16 23.0 - - - - 19.2 - - - 17 23.0 - - - - 19.0 - - - 18 23.0 - - - - 17.9 - - - 19 23.0 - - - - 19.0 - - - 20 33.0 - - - - 12.5 - - - 21 33.0 - - - - 12.5 - - - 22 33.0 - - - - 8.2 - - - 23 33.0 K= 4.90 7.7 13.6 24 33.0 - - - - 7.8 - - - 25 33.0 K= 4.90 7.0 13.0 26 33.0 - - - - 7.8 - - - 27 33.0 K= 4.90 7.2 13.2 28 33.0 - - - - 8.2 - - - 29 33.0 - - - - 8.7 - - - 30 33.0 K= 4.90 7.7 13.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/11/2017 S:\JJ\HASS\17-0234 .SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 4 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 53.3 1.959 PL 20.00 PF 1.3 1 0.0 SECE 65.1 (N/A) 5.7 150 FTG TG PE -1.3 2 3.0 0.0 62.5 0.0 0.025 TL 52.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 62.5 0.0 3.0 psi, 53.3 gpm 3 3.0 0.0 59.5 0.0 Pipe: 3 53.3 1.985 PL 10.00 PF 0.3 3 3.0 0.0 59.5 0.0 5.5 150 FTG 1.0 PE 0.0 4 3.0 0.0 59.2 0.0 0.024 TL 11.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 59.2 0.0 13.0 psi, 53.3 gpm 5 3.0 0.0 46.2 0.0 Pipe: 5 53.3 2.003 PL 35.00 PF 0.8 5 3.0 0.0 46.2 0.0 5.4 150 FTG 1.0 FE 0.0 6 3.0 0.0 45.4 0.0 0.023 TL 36.00 PV Pipe: 6 53.3 1.985 PL 5.00 PF 0.6 6 3.0 0.0 45.4 0.0 5.5 150 FTG 19.0 FE -1.7 7 7.0 0.0 43.1 0.0 0.024 TL 24.00 PV Pipe: 7 53.3 1.394 FL 6.00 PF 0.9 7 7.0 0.0 43.1 0.0 11.2 150 FTG 1.0 FE -2.6 8 13.0 0.0 39.6 0.0 0.132 TL 7.00 PV Pipe: 8 53.3 1.394 FL 16.00 PF 5.3 8 13.0 0.0 39.6 0.0 11.2 150 FTG 24.0 FE 0.0 9 13.0 0.0 34.3 0.0 0.132 TL 40.00 PV Pipe: 9 30.4 1.101 PL 27.00 PF 7.2 9 13.0 0.0 34.3 0.0 10.2 150 FTG 22.0 FE 0.0 10 13.0 0.0 27.1 0.0 0.147 TL 49.00 PV Pipe: 10 22.9 1.101 PL 69.00 PF 8.2 9 13.0 0.0 34.3 0.0 7.7 150 FTG 25.0 PE 0.0 11 13.0 0.0 26.1 0.0 0.088 TL 94.00 PV Pipe: 11 8.7 1.101 FL 99.00 PF 2.0 10 13.0 0.0 27.1 0.0 2.9 150 FTG 37.0 FE 0.0 12 13.0 0.0 25.1 0.0 0.015 TL 136.00 PV Pipe: 12 21.7 1.101 FL 15.00 PF 2.8 10 13.0 0.0 27.1 0.0 7.3 150 FTG 20.0 FE -4.3 13 23.0 0.0 20.0 0.0 0.079 TL 35.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/11/2017 S:\JJ\HASS\17-0234.SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 4 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 6.5 1.101 PL 75.00 PF 1.0 11 13.0 0.0 26.1 0.0 2.2 150 FTG 38.0 PE 0.0 12 13.0 0.0 25.1 0.0 0.009 TL 113.00 PV Pipe: 14 16.4 1.101 FL 27.00 PF 2.5 11 13.0 0.0 26.1 0.0 5.5 150 FTG 26.0 FE -4.3 16 23.0 0.0 19.2 0.0 0.047 TL 53.00 PV Pipe: 15 15.2 1.101 PL 16.00 PF 1.8 12 13.0 0.0 25.1 0.0 5.1 150 FTG 27.0 PE -4.3 19 23.0 0.0 19.0 0.0 0.041 TL 43.00 PV Pipe: 16 15.1 1.101 PL 11.00 PF 1.0 13 23.0 0.0 20.0 0.0 5.1 150 FTG 13.0 FE 0.0 14 23.0 0.0 19.0 0.0 0.040 TL 24.00 PV Pipe: 17 6.6 1.101 PL 96.00 PF 1.4 13 23.0 0.0 20.0 0.0 2.2 150 FTG 57.0 FE 0.0 15 23.0 0.0 18.6 0.0 0.009 TL 153.00 PV Pipe: 18 0.0 1.101 PL 53.00 PF 0.0 14 23.0 0.0 19.0 0.0 0.0 150 FTG 21.0 PE 0.0 17 23.0 0.0 19.0 0.0 0.000 TL 74.00 PV Pipe: 19 15.1 1.101 FL 19.00 PF 2.1 14 23.0 0.0 19.0 0.0 5.1 150 FTG 34.0 PE -4.3 20 33.0 0.0 12.5 0.0 0.040 TL 53.00 PV Pipe: 20 -5.9 1.101 FL 58.00 PF 0.6 15 23.0 0.0 18.6 0.0 2.0 150 FTG 27.0 FE 0.0 16 23.0 0.0 19.2 0.0 0.007 TL 85.00 PV Pipe: 21 12.5 1.101 FL 24.00 PF 1.7 15 23.0 0.0 18.6 0.0 4.2 150 FTG 37.0 PE -4.3 21 33.0 0.0 12.5 0.0 0.029 TL 61.00 PV Pipe: 22 10.5 1.101 FL 44.00 PF 1.3 16 23.0 0.0 19.2 0.0 3.5 150 FTG 18.0 PE 0.0 18 23.0 0.0 17.9 0.0 0.021 TL 62.00 PV Pipe: 23 0.0 1.101 FL 42.00 PF 0.0 17 23.0 0.0 19.0 0.0 0.0 150 FTG 27.0 FE 0.0 19 23.0 0.0 19.0 0.0 0.000 TL 69.00 PV Pipe: 24 -15.2 1.101 FL 9.00 PF 1.1 18 23.0 0.0 17.9 0.0 5.1 150 FTG 17.0 PE 0.0 19 23.0 0.0 19.0 0.0 0.041 TL 26.00 PV Pipe: 25 25.7 1.101 FL 18.00 PF 4.9 18 23.0 0.0 17.9 0.0 8.7 150 FTG 27.0 FE -4.3 29 33.0 0.0 8.7 0.0 0.108 TL 45.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/11/2017 S:\JJ\HASS\17-0234 .SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 4 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: 26 -0.2 1.101 PL 78.00 PF 0.0 20 33.0 0.0 12.5 0.0 0.1 150 FTG 32.0 PE 0.0 21 33.0 0.0 12.5 0.0 0.000 TL 110.00 PV Pipe: 27 15.2 1.101 PL 80.00 PF 4.8 20 33.0 0.0 12.5 0.0 5.1 150 FTG 36.0 PE 0.0 24 33.0 0.0 7.8 0.0 0.041 TL 116.00 PV Pipe: 28 12.3 1.101 PL 105.00 PF 4.3 21 33.0 0.0 12.5 0.0 4.2 150 FTG 50.0 FE 0.0 22 33.0 0.0 8.2 0.0 0.028 TL 155.00 PV Pipe: 29 13.6 1.101 PL 2.00 PF 0.6 22 33.0 0.0 8.2 0.0 4.6 150 FTG 15.0 PE 0.0 23 33.0 4.9 7.7 13.6 0.033 TL 17.00 PV Pipe: 30 -1.2 1.101 PL 12.00 PF 0.0 22 33.0 0.0 8.2 0.0 0.4 150 FTG 20.0 PE 0.0 28 33.0 0.0 8.2 0.0 0.000 TL 32.00 PV Pipe: 31 13.0 1.101 PL 9.00 PF 0.7 24 33.0 0.0 7.8 0.0 4.4 150 FTG 15.0 PH 0.0 25 33.0 4.9 7.0 13.0 0.031 TL 24.00 PV Pipe: 32 2.2 1.101 PL 6.00 PF 0.0 24 33.0 0.0 7.8 0.0 0.8 150 FTG 13.0 PE 0.0 26 33.0 0.0 7.8 0.0 0.001 TL 19.00 PV Pipe: 33 13.2 1.101 PL 2.00 PF 0.5 26 33.0 0.0 7.8 0.0 4.4 150 FTG 15.0 FE 0.0 27 33.0 4.9 7.2 13.2 0.031 TL 17.00 PV Pipe: 34 -10.9 1.101 PL 9.00 PF 0.5 26 33.0 0.0 7.8 0.0 3.7 150 FTG 13.0 PE 0.0 28 33.0 0.0 8.2 0.0 0.022 TL 22.00 PV Pipe: 35 -12.1 1.101 PL 5.00 PF 0.5 28 33.0 0.0 8.2 0.0 4.1 150 FTG 13.0 FE 0.0 29 33.0 0.0 8.7 0.0 0.027 TL 18.00 PV Pipe: 36 13.6 1.101 PL 11.00 PF 1.0 29 33.0 0.0 8.7 0.0 4.6 150 FTG 20.0 PE 0.0 30 33.0 4.9 7.7 13.6 0.033 TL 31.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/11/2017 S:\JJ\HASS\17-0234.SDF JdB TITLE: CHERRY FIELD BEACH HOMES - 4 HEAD CALC 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 0.100 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 11.2 ft/sec at pipe 8. 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 73.98 psi with a flow of 60.16 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 Ell Tee LngE1l ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 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 Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/11/2017 S:\JJ\HASS\17-0234.SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 4 HEAD CALC 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 1.959 7.00 15.00 3.00 4.50 0.50 17.00 0.00 0.00 0 0 LU SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/11/2017 S:\JJ\HASS\17-0234.SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 4 HEAD CALC U) 0 U) () (((V•) U) CU() (U(•) (Us U)Lf( (I)Lfl U) U) 5a2) U4 a) 0. (U-H -H - Q (U . ,-( 00 -H-- 0 > -Hø( D - U) (U >m b- (Uif) > 1) N D ft co U U, C --C C --U- C - C I I IT1I N 0 0 0 C) 0 0 0 0 0 • • . • • • • o o• 0 0 0 0 0 0 0 co N 110 In ((_911 a4 0 W 'CUs -H-- b C 0 0 Lt) 0 H -H U) 0 0 N -H U) a) --1 U) (/) 0 I-I 0 C') > z.. 04 4J CI) (f) H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/11/2017 S:\JJ\HASS\17-0234 .SDF JOB TITLE: CHERRY FIELD BEACH HOMES - 4 HEAD CALC WATER SUPPLY CURVE 84+ 77+ Q\\\\\\\\\\\\\\\\\* <-73.0 psi @ 500 gpm I Flow Test Point 70+ x 63+ P 56+ R E I S I S 49+ U I R I E I 42+ ( I P S I I 35+ 28+ 21+ 14+ LEGEND I' I X = Required Water Supply 65.11 psi @ 53.3 gpm 7+ I 0 = Available Water Supply I 73.98 psi @ 53.3 gpm I' + ------+--------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)