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HomeMy WebLinkAbout1841 BUENA VISTA WAY; ; FPR2017-0371; Permitr7city of Carlsbad Print Date: 09/07/2023 Permit No: FPR2017-0371 Job Address: 1841 BUENA VISTA WAY, CARLSBAD, CA 92008-1543 Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Parcel #: Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Single Family Fire Sprinkl Applied: 11/07/2017 Issued: 04/30/2018 Finaled Close Out: 09/25/2019 Final Inspection: INSPECTOR: Salcedo, Felix Project Title: Description: LANAI II - LOT 1 / PLAN 2 / SPRINKLER Applicant: FPContractor: SYMONS FIRE PROTECTION SYMONS FIRE PROTECTION INC ANGELA ZUMAYA 9475 CHESAPEAKE DR 12155 PAINE PL SAN DIEGO, CA 92123-1336 POWAY, CA 92064-7154 - (619) 588-6364 (619) 588-6364 FEE AMOUNT FIRE Expedited Plan Review Per Hour - Office Hours $132.00 FIRE NFPA 13D Single Family System (lnsp/Bldg) $121.00 FIRE NFPA 13D Single Family System (Plan Review) $239.00 Total Fees: $492.00 Total Payments To Date: $492.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov LANAI Ii BUENA VISTA LOT# ADDRESS PERMIT# 1 1841 BUENA VISTA WAY FPR2017-0371 2 1845 BUENA VISTA WAY FPR2017-0372 3 2871 CREST DR FPR2017-0373 4 2877 CREST DR FPR2017-0374 5 2881 CREST DR FPR2017-0375 6 2887 CREST DR FPR2017-0376 7 2893 CREST DR FPR2017-0377 8 1890 MCCAULEY LN FPR2017-0378 9 1880 MCCAULEY LN FPR2017-0379 9 1882 MCCAULEY LN FPR2017-0380 10 1876 MCCAULEY LN FPR2017-0381 10 1874 MCCAULEY LN FPR2017-0382 SEE PERMIT FPR2017-0371 1841 BUENA VISTA WAY FOR CALICS & PLANS !h 1ESJ NiI\IE 4 FES L)Mg--- EFLJ L • Scope of Work: As-Builts Underground: Page 1 The double check valve was installed in each lot, and riser detail was modified to reflect the changes. Underground pipe rim from meter to house increased for lot 5, and a riser detail was added to plans for that specific floor plan. Riser detail showing worst-case scenario underground and elevation for the rest of the lots. House piping: Page 4 Lot #5 - plan 1 cpvc piping inside the house changed from 1/4" to 1". Calculations: New calculations were done reflecting the changes done in the plans. Sincerely, Symons Fire Protection, Inc. X, fil-lok CITY OF CARLSBAD Community & Economic Development CT 12-01 Street Addressing April 27th, 2017 VICINrIY MAP NO SCALE I \\ DUEt/A WS TA WAY - LW. - J Lot Number APN Address 1cfLv1..ob11 ./ 156-220-43-00 3,o 1841 Buena Vista 2 / fl7 7 156-220-44-00 S3 1845 Buena Vista 3 -' QM V 156-220-45-00 fl 2871 Crest Drive 4 \/ 156-220-46-00 j5? 2877 Crest Drive 5 v' V,1': 156-220-47-00 2881 Crest Drive 6 o 311, 156-220-48-00 2887 Crest Drive 7 ,5./ 156-220-49-00 2893 Crest Drive 8 ./' p 156-220-50-00 1890 McCauley Lane 9 sf p 156-220-51-00 1880 McCauley Lane 9 / 0 156-220-51-00 1882 McCauley Lane 10 V, 10 156-220-52-00 1876 McCauley Lane 10 03 4,11 156-220-52-00 1874 McCauley Lane S13'E PLAN FOR CI 14-04 - ' 'Lr.LVJ ir- IJMi,I.4 F VT/I 3FJ? CITY OF CARLSBAD Community & Economic Development Ffo 02 SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR LANAI II (PLAN AX) REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 17-0295--1 02-07-18 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 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: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.5 gpm 31.5 gpm (5 gpm Hose STREAM) 26.5 gpm @ 30.0 psi 4.9 JOBANNY ECHEVERRIA CARLSBAD FIRE DEPT. 60 Psi (-10% 54 PSI) 53 psi 500 gpm CARLSBAD MUN.WATER DIST. 10-24-17 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/7/2018 S:\JJ\HASS\17-0295-1.SDF JOB TITLE: LANAI II (PLAN AX) - 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 54.0 53.0 500.0 54.0 31.5 51.0 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 0.0 SOURCE 51.0 31.5 2 3.0 - - - - 42.2 - - - 3 3.0 - - - - 38.2 - - - 4 3.0 - - - - 37.5 - - - 5 3.0 - - - - 33.0 - - - 6 3.0 - - - - 32.6 - - - 7 7.0 HOSE STREAM 30.0 5.0 8 13.0 - - - - 25.9 - - - 9 13.0 - - - - 21.8 - - - 10 13.0 - - - - 16.2 - - - 11 13.0 - - - - 17.4 - - - 12 13.0 - - - - 9.8 - - - 13 13.0 K= 4.90 7.0 13.0 14 13.0 - - - - 9.8 - - - 15 13.0 K= 4.90 7.6 13.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/7/2018 S:\JJ\HASS\17-0295-1.SDF JOB TITLE: LANAI II (PLAN AX) - 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 0.0 SRCE 51.0 (N/A) 13.0 150 FTG TG PE -1.3 2 3.0 0.0 42.2 0.0 0.258 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 42.2 0.0 4.0 psi, 31.5 gpm 3 3.0 0.0 38.2 0.0 Pipe: 3 31.5 1.025 PL 2.00 PF 0.7 3 3.0 0.0 38.2 0.0 12.2 150 FTG 1.0 PE 0.0 4 3.0 0.0 37.5 0.0 0.223 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 37.5 0.0 4.5 psi, 31.5 gpm 5 3.0 0.0 33.0 0.0 Pipe: 5 31.5 2.003 FL 50.00 PF 0.4 5 3.0 0.0 33.0 0.0 3.2 150 FTG 1.0 PE 0.0 6 3.0 0.0 32.6 0.0 0.009 TL 51.00 PV Pipe: 6 31.5 1.505 PL 5.00 PF 0.8 6 3.0 0.0 32.6 0.0 5.7 150 FTG 19.0 PE -1.7 7 7.0 H.S. 30.0 5.0 0.034 TL 24.00 PV Pipe: 7 26.5 1.101 PL 6.00 PF 1.5 7 7.0 H.S. 30.0 5.0 8.9 150 FTG 7.0 FE -2.6 8 13.0 0.0 25.9 0.0 0.114 TL 13.00 PV Pipe: 8 26.5 1.101 FL 13.00 PF 4.1 8 13.0 0.0 25.9 0.0 8.9 150 FTG 23.0 PE 0.0 9 13.0 0.0 21.8 0.0 0.114 TL 36.00 PV Pipe: 9 13.7 0.874 FL 38.00 PF 5.6 9 13.0 0.0 21.8 0.0 7.3 150 FTG 16.0 FE 0.0 10 13.0 0.0 16.2 0.0 0.104 TL 54.00 PV Pipe: 10 12.8 0.874 FL 31.00 PF 4.5 9 13.0 0.0 21.8 0.0 6.8 150 FTG 18.0 FE 0.0 11 13.0 0.0 17.4 0.0 0.091 TL 49.00 PV Pipe: 11 13.7 0.874 FL 44.00 PF 6.4 10 13.0 0.0 16.2 0.0 7.3 150 FTG 18.0 PE 0.0 12 13.0 0.0 9.8 0.0 0.104 TL 62.00 PV Pipe: 12 12.8 0.874 FL 48.00 PF 7.6 11 13.0 0.0 17.4 0.0 6.8 150 FTG 35.0 FE 0.0 14 13.0 0.0 9.8 0.0 0.091 TL 83.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/7/2018 S:\JJ\HASS\17-0295-1.SDF JOB TITLE: LANAI II (PLAN AX) - 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 13.0 0.874 PL 13.00 PF 2.7 12 13.0 0.0 9.8 0.0 7.0 150 FTG 16.0 PE 0.0 13 13.0 4.9 7.0 13.0 0.094 TL 29.00 PV Pipe: 14 0.7 0.874 PL 8.00 PF 0.0 12 13.0 0.0 9.8 0.0 0.4 150 FTG 9.0 PE 0.0 14 13.0 0.0 9.8 0.0 0.000 TL 17.00 PV Pipe: 15 13.5 0.874 PL 11.00 PF 2.2 14 13.0 0.0 9.8 0.0 7.2 150 FTG 11.0 PE 0.0 15 13.0 4.9 7.6 13.5 0.101 TL 22.00 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 0.061 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 are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 53.99 psi with a flow of 32.65 gpm. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/7/2018 S:\JJ\HASS\17-0295-1.SDF JOB TITLE: LANAI II (PLAN AX) - 2 HEAD CALC PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L I 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 Eli Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 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 1 2 50.0 G A U G 40.0 E P R E 30.0 S S U R E 20.0 p S i 10.0 'I WATER SUPPLY ANALYSIS Static: 54.00 psi Resid: 53.00 psi Flow: 500.0 gpm I! LEGEND 1 Available pressure 53.99 psi @ 31.5 gpm 2 Required pressure 50.96 psi @ 31.5 gpm A. Source Supply Curve B. System Demand Curve -14.7 100 150 200 250 300 350 400 450 500 FLOW (GPM) ;hed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/7/2018 S:\JJ\HASS\17-0295-l.SDF JOB TITLE: LANAI II (PLAN AX) - 2 HEAD CALC WATER SUPPLY CURVE 60+ 55+ 0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I * <-53.0 psi @ 500 gpm X Flow Test Point 50+ 45+ P 40+ R I E I S I S 35+ U I R I E I 30+ P I S I I 25+ ) I 20+ 15+ 10+ LEGEND I, I X = Required Water Supply I 50.96 psi @ 31.5 gpm 5+ I 0 = Available Water Supply I 53.99 psi @ 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 LANAI II (PLAN 1) REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 17-0295-2 02-07-18 -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 7 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.1 gpm 31.1 gpm (5 gpm Hose STREAM) 26.1 gpm @ 20.3 psi 4.9 JOBANNY ECHEVERRIA AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 60 psi (-10% 54 PSI) RESIDUAL: 53 psi FLOW: 500 gpm WATER DEPARTMENT: CARLSBAD MUN.WATER DIST. 10-24-17 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/7/2018 S:\JJ\HASS\17-0295-2.SDF JOB TITLE: LANAI II (PLAN 1) - 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 54.0 53.0 500.0 54.0 31.1 43.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 43.1 31.1 2 3.0 - - - - 34.5 - - - 3 3.0 - - - - 30.5 - - - 4 3.0 - - - - 29.8 - - - 5 3.0 - - - - 25.3 - - - 6 3.0 - - - - 22.8 - - -. 7 7.0 HOSE STREAM 20.3 5.0 8 13.0 - - - - 16.2 - - - 9 13.0 - - - - 12.9 - - - 10 13.0 - - - - 9.6 - - - 11 13.0 - - - - 12.0 - - - 12 13.0 - - - - 7.6 - - - 13 13.0 K= 4.90 7.0 13.0 14 13.0 K= 4.90 7.1 13.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/7/2013 S:\JJ\HASS\17-0295-2 .SDF JOB TITLE: LANAI II (PLAN 1) - 2 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) H(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.1 0.995 PL '20.00 PF 7.3 1 0.0 SRCE 43.1 (N/A) 12.8 150 FTG TG PE -1.3 2 3.0 0.0 34.5 0.0 0.252 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 34.5 0.0 4.0 psi, 31.1 gpm 3 3.0 0.0 30.5 0.0 Pipe: 3 31.1 1.025 PL 2.00 PF 0.7 3 3.0 0.0 30.5 0.0 12.1 150 FTG 1.0 PE 0.0 4 3.0 0.0 29.8 0.0 0.218 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 29.8 0.0 4.5 psi, 31.1 gpm 5 3.0 0.0 25.3 0.0 Pipe: 5 31.1 2.003 PL 300.00 PF 2.5 5 3.0 0.0 25.3 0.0 3.2 150 FTG 3.0 PE 0.0 6 3.0 0.0 22.8 0.0 0.008 TL 303.00 PV Pipe: 6 31.1 1.505 FL 5.00 PF 0.8 6 3.0 0.0 22.8 0.0 5.6 150 FTG 19.0 PE -1.7 7 7.0 H.S. 20.3 5.0 0.034 TL 24.00 PV Pipe: 7 26.1 1.101 FL 6.00 PF 1.4 7 7.0 H.S. 20.3 5.0 8.8 150 FTG 7.0 FE -2.6 8 13.0 0.0 16.2 0.0 0.111 TL 13.00 PV Pipe: 8 26.1 1.101 PL 8.00 PF 3.3 8 13.0 0.0 16.2 0.0 8.8 150 FTG 22.0 FE 0.0 9 13.0 0.0 12.9 0.0 0.111 TL 30.00 PV Pipe: 9 14.2 1.101 FL 72.00 PF 3.3 9 13.0 0.0 12.9 0.0 4.8 150 FTG 19.0 FE 0.0 10 13.0 0.0 9.6 0.0 0.036 TL 91.00 PV Pipe: 10 11.8 1.101 FL 20.00 PF 0.9 9 13.0 0.0 12.9 0.0 4.0 150 FTG 14.0 FE 0.0 11 13.0 0.0 12.0 0.0 0.026 TL 34.00 PV Pipe: 11 14.2 1.101 FL 23.00 PF 2.0 10 13.0 0.0 9.6 0.0 4.8 150 FTG 31.0 FE 0.0 12 13.0 0.0 7.6 0.0 0.036 TL 54.00 PV Pipe: 12 11.8 1.101 FL 117.00 PF 4.4 11 13.0 0.0 12.0 0.0 4.0 150 FTG 53.0 FE 0.0 12 13.0 0.0 7.6 0.0 0.026 TL 170.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/7/2018 S:\JJ\HASS\17-0295-2 .SDF JOB TITLE: LANAI II (PLAN 1) - 2 HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) H(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 13.0 1.101 PL 10.00 PF 0.6 12 13.0 0.0 7.6 0.0 4.4 150 FTG 9.0 PE 0.0 13 13.0 4.9 7.0 13.0 0.031 TL 19.00 PV Pipe: 14 13.1 1.101 PL 5.00 PF 0.5 12 13.0 0.0 7.6 0.0 4.4 150 FTG 11.0 PE 0.0 14 13.0 4.9 7.1 13.1 0.031 TL 16.00 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 0.084 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 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 53.99 psi with a flow of 36.21 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/7/2013 S:\JJ\HASS\17-0295-2.SDF JOB TITLE: LANAI II (PLAN 1) - 2 HEAD CALC 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 Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 A 11 1 50.0 G A 2 U G 40.0 E P R E 30.0 S S U R E 20.0 p S j 10.0 B WATER SUPPLY ANALYSIS Static: 54.00 psi Resid: 53.00 psi Flow: 500.0 gpm LEGEND 1 Available pressure 53.99 psi @ 31.1 gpm 2 Required pressure 43.09 psi @ 31.1 gpm A. Source Supply Curve B. System Demand Curve -14.7 100 150 200 250 300 350 400 450 500 FLOW (GPM) ;hed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/7/2018 S:\JJ\HASS\17-0295-2 .SDF JOB TITLE: LANAI II (PLAN 1) - 2 HEAD CALC WATER SUPPLY CURVE 60+ 55+ 0\\\\\\\\\\\\\\\\\ * <-53.0 psi @ 500 gpm I Flow Test Point 50+ 45+ x P 40+ R I E S I S 35+ U I R I E I 30+ P I S I I 25+ ) I 20+ 15+ 10+ LEGEND H I X = Required Water Supply it I 43.09 psi @ 31.1 gpm If 5+ TV I 0 = Available Water Supply I 53.99 psi 8 31.1 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 LANAI II (PLAN 2) REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 17-0295-3 02-07-18 -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 7 BOR) SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.4 gpm 31.4 gpm (5 gpm Hose STREAM) 26.4 gpm @ 33.0 psi 4.9 JOBANNY ECHEVERRIA CARLSBAD FIRE DEPT. 60 psi (-10% 54 PSI) 53 psi 500 gpm CARLSBAD MUN.WATER DIST. 10-24-17 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/7/2018 S:\JJ\HASS\17-0295-3.SDF JOB TITLE: LANAI II (PLAN 2) - 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 54.0 53.0 500.0 54.0 31.4 53.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 53.8 31.4 2 3.0 - - - - 45.1 - - - 3 3.0 - - - - 41.1 - - - 4 3.0 - - - - 40.4 - - - 5 3.0 - - - - 35.9 - - - 6 3.0 - - - - 35.5 - - - 7 7.0 HOSE STREAM 33.0 5.0 8 13.0 - - - - 28.9 - - - 9 13.0 - - - - 26.7 - - - 10 13.0 - - - - 21.0 - - - 11 13.0 - - - - 20.3 - - - 12 23.0 - - - - 12.1 - - - 13 23.0 - - - - 11.4 - - - 14 23.0 - - - - 8.7 - - - 15 23.0 K= 4.90 7.4 13.4 16 23.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/7/2018 S:\JJ\HASS\17-0295-3.sDF JOB TITLE: LANAI II (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 31.4 0.995 PL 20.00 PF 7.4 1 0.0 SRCE 53.8 (N/A) 12.9 150 FTG TG PE -1.3 2 3.0 0.0 45.1 0.0 0.256 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 45.1 0.0 4.0 psi, 31.4 gprn 3 3.0 0.0 41.1 0.0 Pipe: 3 31.4 1.025 PL 2.00 PF 0.7 3 3.0 0.0 41.1 0.0 12.2 150 FTG 1.0 PE 0.0 4 3.0 0.0 40.4 0.0 0.222 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 40.4 0.0 4.5 psi, 31.4 gpm 5 3.0 0.0 35.9 0.0 Pipe: 5 31.4 2.003 PL 50.00 PF 0.4 5 3.0 0.0 35.9 0.0 3.2 150 FTG 1.0 PE 0.0 6 3.0 0.0 35.5 0.0 0.008 TL 51.00 PV Pipe: 6 31.4 1.505 PL 5.00 PF 0.8 6 3.0 0.0 35.5 0.0 5.7 150 FTG 19.0 PE -1.7 7 7.0 H.S. 33.0 5.0 0.034 TL 24.00 PV Pipe: 7 26.4 1.101 PL 6.00 PF 1.5 7 7.0 H.S. 33.0 5.0 8.9 150 FTG 7.0 FE -2.6 8 13.0 0.0 28.9 0.0 0.113 TL 13.00 PV Pipe: 8 26.4 1.101 PL 4.00 PF 2.2 8 13.0 0.0 28.9 0.0 8.9 150 FTG 15.0 FE 0.0 9 13.0 0.0 26.7 0.0 0.113 TL 19.00 PV Pipe: 9 16.8 0.874 PL 21.00 PF 5.8 9 13.0 0.0 26.7 0.0 9.0 150 FTG 17.0 PE 0.0 10 13.0 0.0 21.0 0.0 0.151 TL 38.00 PV Pipe: 10 9.6 0.874 FL 83.00 FE' 6.4 9 13.0 0.0 26.7 0.0 5.1 150 FTG 36.0 PE 0.0 11 13.0 0.0 20.3 0.0 0.054 TL 119.00 PV Pipe: 11 3.3 0.874 FL 64.00 PF 0.6 10 13.0 0.0 21.0 0.0 1.8 150 FTG 23.0 PE 0.0 11 13.0 0.0 20.3 0.0 0.007 TL 87.00 By Pipe: 12 13.5 0.874 PL 26.00 PF 5.3 10 13.0 0.0 21.0 0.0 7.2 150 FTG 26.0 FE -4.3 13 23.0 0.0 11.4 0.0 0.101 TL 52.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/7/2018 S:\JJ\HASS\17-0295-3.SDF JOB TITLE: LANAI II (PLAN 2) - 2 HEAD CALC 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: 13 12.9 0.874 PL 22.00 PP 3.9 11 13.0 0.0 20.3 0.0 6.9 150 FTG 20.0 PE -4.3 12 23.0 0.0 12.1 0.0 0.093 TL 42.00 PV Pipe: 14 3.5 0.874 PL 57.00 PF 0.7 12 23.0 0.0 12.1 0.0 1.9 150 FTG 30.0 BE 0.0 13 23.0 0.0 11.4 0.0 0.008 TL 87.00 By Pipe: 15 9.3 0.874 PL 49.00 PP 3.4 12 23.0 0.0 12.1 0.0 5.0 150 FTG 17.0 PE 0.0 14 23.0 0.0 8.7 0.0 0.051 TL 66.00 PV Pipe: 16 17.0 0.874 PL 8.00 PP 2.6 13 23.0 0.0 11.4 0.0 9.1 150 FTG 9.0 PE 0.0 14 23.0 0.0 8.7 0.0 0.156 TL 17.00 PV Pipe: 17 13.4 0.874 PL 2.00 PF 1.3 14 23.0 0.0 8.7 0.0 7.1 150 FTG 11.0 PE 0.0 15 23.0 4.9 7.4 13.4 0.099 TL 13.00 By Pipe: 18 13.0 0.874 PL 9.00 PF 1.7 14 23.0 0.0 8.7 0.0 7.0 150 FTG 9.0 PE 0.0 16 23.0 4.9 7.0 13.0 0.094 TL 18.00 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 0.040 gpm. 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 53.99 psi with a flow of 31.43 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/7/2018 S:\JJ\HASS\17-0295-3.SDF JOB TITLE: LANAI II (PLAN 2) - 2 HEAD CALC (6) 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 LngE1l ChkVlv BfyViv GatVlv AlmChk 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 Eli Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 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 1SNS 2 50.0 G A U G 40.0 E P R E 30.0 S S U R E 20.0 p S 10•0B WATER SUPPLY ANALYSIS Static: 54.00 psi Resid: 53.00 psi Flow: 500.0 gpm - LEGEND i Available pressure - 53.99 psi@ 31.4 gpm - 2 Required pressure 53.83 psi 8 31.4 gpm A. Source Supply Curve B. System Demand Curve -14 .7 100 150 200 250 300 350 400 450 500 FLOW (GPM) ;hed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/7/2018 S:\JJ\HASS\17-0295-3.SDF JOB TITLE: LANAI II (PLAN 2) - 2 HEAD CALC WATER SUPPLY CURVE 60+ 55+ 0\\\\\\\\\\\\\\\\\ I * <-53.0 psi @ 500 gpm I Flow Test Point 50+ 45+ P 40+ R E I S I S 35+ U I R E I 30+ P S I I 25+ 20+ 15+ 10+ LEGEND I X = Required Water Supply I 53.83 psi @ 31.4 gpm 5+ 0 = Available Water Supply I 53.99 psi @ 31.4 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 LANAI II (PLAN 3) REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 17-0295-4 02-07-18 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/256 sq. ft. AREA OF APPLICATION: 512 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.3 gpm TOTAL WATER REQUIRED (including hose) : 31.3 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 7 BOR) : 26.3 gpm @ 33.0 psi SPRINKLER K-FACTOR (ORIFICE SIZE) : 4.9 DESIGN/LAYOUT BY: JOBANNY ECHEVERRIA AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 60 psi (-10% 54 PSI) RESIDUAL: 53 psi FLOW: 500 gpm WATER DEPARTMENT: CARLSBAD MUN.WATER DIST. 10-24-17 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/7/2018 S:\JJ\HASS\17-0295-4.SDF JOE TITLE: LANAI II (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 54.0 53.0 500.0 54.0 31.3 53.8 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 0.0 SOURCE 53.8 31.3 2 3.0 - - - - 45.1 - - - 3 3.0 - - - - 41.1 - - - 4 3.0 - - - - 40.5 - - - 5 3.0 - - - - 36.0 - - - 6 3.0 - - - - 35.5 - - - 7 7.0 HOSE STREAM 33.0 5.0 8 13.0 - - - - 28.9 - - - 9 13.0 - - - - 23.1 - - - 10 13.0 - - - - 20.7 - - - 11 13.0 - - - - 21.4 - - - 12 13.0 - - - - 20.3 - - - 13 23.0 - - - - 12.1 - - - 14 23.0 - - - - 11.5 - - - 15 23.0 - - - - 8.6 - - - 16 23.0 K= 4.90 7.0 13.0 17 23.0 - - - - 8.7 - - - 18 23.0 K= 4.90 7.4 13.3 19 23.0 - - - - 11.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/7/2018 S:\JJ\HASS\17-0295-4.SDF JOB TITLE: LANAI II (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 (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.3 0.995 FL 20.00 PF 7.4 1 0.0 SRCE 53.8 (N/A) 12.9 150 FTG TG PE -1.3 2 3.0 0.0 45.1 0.0 0.255 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 45.1 0.0 4.0 psi, 31.3 gpm 3 3.0 0.0 41.1 0.0 Pipe: 3 31.3 1.025 PL 2.00 PF 0.7 3 3.0 0.0 41.1 0.0 12.2 150 FTG 1.0 FE 0.0 4 3.0 0.0 40.5 0.0 0.221 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 40.5 0.0 4.5 psi, 31.3 gpm 5 3.0 0.0 36.0 0.0 Pipe: 5 31.3 2.003 PL 50.00 PP 0.4 5 3.0 0.0 36.0 0.0 3.2 150 FTG 1.0 PE 0.0 6 3.0 0.0 35.5 0.0 0.008 TL 51.00 PV Pipe: 6 31.3 1.505 PL 5.00 PF 0.8 6 3.0 0.0 35.5 0.0 5.6 150 FTG 19.0 PE -1.7 7 7.0 H.S. 33.0 5.0 0.034 TL 24.00 PV Pipe: 7 26.3 1.101 FL 6.00 PF 1.5 7 7.0 H.S. 33.0 5.0 8.9 150 FTG 7.0 FE -2.6 8 13.0 0.0 28.9 0.0 0.113 TL 13.00 PV Pipe: 8 26.3 1.101 FL 29.00 PF 5.8 8 13.0 0.0 28.9 0.0 8.9 150 FTG 22.0 FE 0.0 9 13.0 0.0 23.1 0.0 0.113 TL 51.00 PV Pipe: 9 18.7 0.874 FL 4.00 PF 2.4 9 13.0 0.0 23.1 0.0 10.0 150 FTG 9.0 FE 0.0 10 13.0 0.0 20.7 0.0 0.185 TL 13.00 PV Pipe: 10 7.6 0.874 FL 28.00 PF 1.8 9 13.0 0.0 23.1 0.0 4.1 150 FTG 22.0 FE 0.0 11 13.0 0.0 21.4 0.0 0.035 TL 50.00 PV Pipe: 11 3.4 0.874 FL 43.00 PF 0.5 10 13.0 0.0 20.7 0.0 1.8 150 FTG 14.0 FE 0.0 12 13.0 0.0 20.3 0.0 0.008 TL 57.00 PV Pipe: 12 15.3 0.874 FL 18.00 PF 4.3 10 13.0 0.0 20.7 0.0 8.2 150 FTG 16.0 FE -4.3 13 23.0 0.0 12.1 0.0 0.127 TL 34.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/7/2018 S:\JJ\HASS\17-0295-4.SDF JOB TITLE: LANAI II (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 7.6 0.874 PL 21.00 PF 1.1 11 13.0 0.0 21.4 0.0 4.1 150 FTG 10.0 PE 0.0 12 13.0 0.0 20.3 0.0 0.035 TL 31.00 PV Pipe: 14 11.1 0.874 FL 34.00 PF 4.6 12 13.0 0.0 20.3 0.0 5.9 150 FTG 32.0 PE -4.3 19 23.0 0.0 11.3 0.0 0.070 TL 66.00 PV Pipe: 15 3.2 0.874 FL 59.00 PF 0.6 13 23.0 0.0 12.1 0.0 1.7 150 FTG 21.0 PR 0.0 14 23.0 0.0 11.5 0.0 0.007 TL 80.00 PV Pipe: 16 12.1 0.874 PL 24.00 PF 3.5 13 23.0 0.0 12.1 0.0 6.5 150 FTG 18.0 FE 0.0 15 23.0 0.0 8.6 0.0 0.082 TL 42.00 PV Pipe: 17 3.2 0.874 FL 18.00 PF 0.2 14 23.0 0.0 11.5 0.0 1.7 150 FTG 11.0 FE 0.0 19 23.0 0.0 11.3 0.0 0.007 TL 29.00 PV Pipe: 18 13.0 0.874 FL 5.00 PF 1.6 15 23.0 0.0 8.6 0.0 7.0 150 FTG 12.0 FE 0.0 16 23.0 4.9 7.0 13.0 0.094 TL 17.00 PV Pipe: 19 -0.9 0.874 FL 17.00 PF 0.0 15 23.0 0.0 8.6 0.0 0.5 150 FTG 14.0 PR 0.0 17 23.0 0.0 8.7 0.0 0.001 TL 31.00 PV Pipe: 20 13.3 0.874 PL 2.00 PF 1.3 17 23.0 0.0 8.7 0.0 7.1 150 FTG 11.0 FE 0.0 18 23.0 4.9 7.4 13.3 0.099 TL 13.00 PV Pipe: 21 -14.2 0.874 FL 15.00 FE' 2.7 17 23.0 0.0 8.7 0.0 7.6 150 FTG 9.0 PE 0.0 19 23.0 0.0 11.3 0.0 0.112 TL 24.00 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 0.002 gpm and a maximum imbalance at any node of 0.039 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/7/2018 S:\JJ\HASS\17-0295-4.SDF JOB TITLE: LANAI II (PLAN 3) - 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 53.99 psi with a flow of 31.38 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 :288 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 0.874 5.00 3.00 1.00 0.00. 1.00 1.00 0.00 1.00 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 Ell 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 Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 50.0 G A U G 40.0 E P R E 30.0 S S U R E 20.0 p $ 10•0B WATER SUPPLY ANALYSIS Static: 54.00 psi Resicl: 53.00 psi Flow: 500.0 gpm LEGEND 1 Available pressure - - 53.99 psi 8 31.3 gpm 2 Required pressure 53.82 psi 8 31.3 gpm A. Source Supply Curve B. System Demand Curve -14.7 JUIJ ±ZU LUU z DU jUU 35U 400 450 500 FLOW (GPM) ;hed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/7/2018 S:\JJ\HASS\17-0295-4.SDF JOB TITLE: LANAI II (PLAN 3) - 2 HEAD CALC WATER SUPPLY CURVE 60+ 55+ 0\\\\\\\\\\\\\\\\\ I * <-53.0 psi @ 500 gpm I Flow Test Point 50+ 45+ P 40+ R E S I S 35+ U I R I E I 30+ P I S I I 25+ 20+ 15+ 10+ LEGEND 'I I X = Required Water Supply I 53.82 psi @ 31.3 gpm 5+ I 0 = Available Water Supply I 53.99 psi @ 31.3 gpm VT 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 LANAI II (PLAN 4) REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 17-0295-5 02-07-18 -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 7 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 27.5 gpm 32.5 gpm (5 gpm Hose STREAM) 27.5 gpm @ 32.3 psi 4.9 JOBANNY ECHEVERRIA CARLSBAD FIRE DEPT. 60 psi (-10% 54 PSI) 53 psi 500 gpm CARLSBAD MUN.WATER DIST. 10-24-17 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/7/2018 S:\JJ\HASS\17-0295-5.SDF JOB TITLE: LANAI II (PLAN 4) - 2 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) (GEM) (PSI) 1 54.0 53.0 500.0 54.0 32.5 53.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.5 GEM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 0.0 2 3.0 3 3.0 4 3.0 5 3.0 6 3.0 7 7.0 8 13.0 9 13.0 10 13.0 11 13.0 12 13.0 13 23.0 14 23.0 15 23.0 16 23.0 17 23.0 18 23.0 NODE TYPE PRESSURE DISCHARGE (PSI) (GEM) SOURCE 53.9 32.5 - - - - 44.6 - - - - - - - 40.6 - - - - - - - 39.9 - - - - - - - 35.4 - - - - - - - 34.9 - - - HOSE STREAM 32.3 5.0 - - - - 28.1 - - - - - - - 24.5 - - - - - - - 20.1 - - - - - - - 18.0 - - - - - - - 17.8 - - - - - - - 13.4 - - - - - - - 13.0 - - - - - - - 8.8 - - - K= 4.90 7.0 13.0 K= 4.90 8.8 14.6 - - - - 11.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/7/2018 S:\JJ\HASS\17-0295-5.SDF JOB TITLE: LANAI II (PLAN 4) - 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 32.5 0.995 PL 20.00 PF 8.0 1 0.0 SRCE 53.9 (N/A) 13.4 150 FTG TG PE -1.3 2 3.0 0.0 44.6 0.0 0.274 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 44.6 0.0 4.0 psi, 32.6 gpm 3 3.0 0.0 40.6 0.0 Pipe: 3 32.6 1.025 PL 2.00 PF 0.7 3 3.0 0.0 40.6 0.0 12.7 150 FTG 1.0 PE 0.0 4 3.0 0.0 39.9 0.0 0.237 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 39.9 0.0 4.5 psi, 32.6 gpm 5 3.0 0.0 35.4 0.0 Pipe: 5 32.6 2.003 PL 50.00 PF 0.5 5 3.0 0.0 35.4 0.0 3.3 150 FTG 1.0 PE 0.0 6 3.0 0.0 34.9 0.0 0.009 TL 51.00 PV Pipe: 6 32.6 1.505 PL 5.00 PF 0.9 6 3.0 0.0 34.9 0.0 5.9 150 FTG 19.0 PE -1.7 7 7.0 H.S. 32.3 5.0 0.037 TL 24.00 PV Pipe: 7 27.6 1.101 PL 6.00 PF 1.6 7 7.0 H.S. 32.3 5.0 9.3 150 FTG 7.0 PE -2.6 8 13.0 0.0 28.1 0.0 0.123 TL 13.00 PV Pipe: 8 27.6 1.101 PL 12.00 PF 3.6 8 13.0 0.0 28.1 0.0 9.3 150 FTG 17.0 PE 0.0 9 13.0 0.0 24.5 0.0 0.123 TL 29.00 PV Pipe: 9 10.2 0.874 PL 56.00 PF 4.5 9 13.0 0.0 24.5 0.0 5.5 150 FTG 18.0 PE 0.0 10 13.0 0.0 20.1 0.0 0.060 TL 74.00 PV Pipe: 10 17.4 0.874 PL 28.00 PF 6.8 9 13.0 0.0 24.5 0.0 9.3 150 FTG 14.0 PE -4.3 13 23.0 0.0 13.4 0.0 0.161 TL 42.00 PV Pipe: 11 10.2 0.874 PL 23.00 PF 2.1 10 13.0 0.0 20.1 0.0 5.5 150 FTG 12.0 PE 0.0 11 13.0 0.0 18.0 0.0 0.060 TL 35.00 PV Pipe: 12 2.1 0.874 PL 45.00 PF 0.2 11 13.0 0.0 18.0 0.0 1.1 150 FTG 13.0 PE 0.0 12 13.0 0.0 17.8 0.0 0.003 TL 58.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/7/2018 S:\JJ\HASS\17-0295-5.SDF JOB TITLE: LANAI II (PLAN 4) - 2 HEAD CALC 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: 13 8.1 0.874 PL 22.00 PF 1.9 11 13.0 0.0 18.0 0.0 4.3 150 FTG 26.0 PE -4.3 18 23.0 0.0 11.8 0.0 0.040 TL 48.00 PV Pipe: 14 2.1 0.874 PL 87.00 PF 0.4 12 13.0 0.0 17.8 0.0 1.1 150 FTG 49.0 PE -4.3 14 23.0 0.0 13.0 0.0 0.003 TL 136.00 PV Pipe: 15 4.1 0.874 FL 26.00 PF 0.4 13 23.0 0.0 13.4 0.0 2.2 150 FTG 10.0 FE 0.0 14 23.0 0.0 13.0 0.0 0.011 TL 36.00 PV Pipe: 16 13.3 0.874 PL 34.00 PP 4.6 13 23.0 0.0 13.4 0.0 7.1 150 FTG 13.0 PE 0.0 15 23.0 0.0 8.8 0.0 0.098 TL 47.00 PV Pipe: 17 13.0 0.874 FL 7.00 PF 1.8 15 23.0 0.0 8.8 0.0 7.0 150 FTG 12.0 FE 0.0 16 23.0 4.9 7.0 13.0 0.094 TL 19.00 PV Pipe: 18 6.2 0.874 FL 32.00 PF 1.3 14 23.0 0.0 13.0 0.0 3.3 150 FTG 22.0 PE 0.0 18 23.0 0.0 11.8 0.0 0.024 TL 54.00 PV Pipe: 19 0.3 0.874 FL 9.00 PF 0.0 15 23.0 0.0 8.8 0.0 0.1 150 FTG 9.0 PE 0.0 17 23.0 4.9 8.8 14.6 0.000 TL 18.00 PV Pipe: 20 -14.3 0.874 FL 12.00 PF 2.9 17 23.0 4.9 8.8 14.6 7.6 150 FTG 14.0 FE 0.0 18 23.0 0.0 11.8 0.0 0.112 TL 26.00 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 0.002 gpm and a maximum imbalance at any node of 0.042 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.4 ft/sec at pipe 1. Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/7/2018 S:\JJ\HASS\17-0295-5 .SDF JOB TITLE: LANAI II (PLAN 4) - 2 HEAD CALC are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 53.99 psi with a flow of 32.62 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 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 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 0.00 500 1iw,- 2 WATER SUPPLY ANALYSIS Static: 54.00 psi Resid: 53.00 psi Flow: 500.0 gpm LEGEND 1 Available pressure 53.99 psi 8 32.5 gpm 50.0 2 Required pressure 53.85 psi 8 32.5 gpm A. Source Supply Curve B. System Demand Curve 400 qu G A U G 40.0 E P R E 30.0 S S U R E 20.0 p S 10•0B -14. 100 150 200 250 300 350 FLOW (GPM) ;hed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/7/2018 S:\JJ\HASS\17-0295-5.SDF JOB TITLE: LANAI II (PLAN 4) - 2 HEAD CALC WATER SUPPLY CURVE 60+ 55+ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ I * <-53.0 Psi @ 500 gpm I Flow Test Point 50+ 45+ P 40+ R I E I S I 5 35+ U R E 30+ ( I P S I I 25+ ) I 20+ 15+ 10+ LEGEND It It I X = Required Water Supply 53.85 psi @ 32.5 gpm 5+ I 0 = Available Water Supply " 53.99 psi @ 32.5 gpm It 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 LANAI II (PLAN 5) REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 17-0295-6 02-08-18 -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 7 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 27.0 gpm 32.0 gpm (5 gpm Hose STREAM) 27.0 gpm @ 31.5 psi 4.9 JOBANNY ECHEVERRIA CARLSBAD FIRE DEPT. 60 Psi (-10% 54 PSI) 53 psi 500 gpm CARLSBAD MUN.WATER DIST. 10-24-17 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/7/2018 S:\JJ\HASS\17-0295-6.SDF JOB TITLE: LANAI II (PLAN 5) - 2 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 54.0 53.0 500.0 54.0 32.0 52.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 52.8 32.0 2 3.0 - - - - 43.8 - - - 3 3.0 - - - - 39.8 - - - 4 3.0 - - - - 39.1 - - - 5 3.0 - - - - 34.6 - - - 6 3.0 - - - - 34.1 - - - 7 7.0 HOSE STREAM 31.5 5.0 8 13.0 - - - - 27.4 - - - 9 13.0 - - - - 23.7 - - - 10 13.0 - - - - 17.4 - - - 11 13.0 - - - - 16.6 - - - 12 23.0 - - - - 13.7 - - - 13 23.0 - - - - 12.4 - - - 14 23.0 - - - - 11.2 - - - 15 23.0 K= 4.90 8.2 14.0 16 23.0 - - - - 8.3 - - - 17 23.0 K= 4.90 7.0 13.0 18 23.0 - - - - 11.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/7/2018 S:\JJ\HASS\17-0295-6.SDF JOB TITLE: LANAI II (PLAN 5) - 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 32.0 0.995 FL 20.00 PF 7.7 1 0.0 SRCE 52.8 (N/A) 13.2 150 FTG TG PE -1.3 2 3.0 0.0 43.8 0.0 0.266 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 43.8 0.0 4.0 psi, 32.0 gpm 3 3.0 0.0 39.8 0.0 Pipe: 3 32.0 1.025 FL 2.00 PF 0.7 3 3.0 0.0 39.8 0.0 12.5 150 FTG 1.0 FE 0.0 4 3.0 0.0 39.1 0.0 0.230 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 39.1 0.0 4.5 psi, 32.0 gpm 5 3.0 0.0 34.6 0.0 Pipe: 5 32.0 2.003 PL 50.00 PF 0.4 5 3.0 0.0 34.6 0.0 3.3 150 FTG 1.0 FE 0.0 6 3.0 0.0 34.1 0.0 0.009 TL 51.00 PV Pipe: 6 32.0 1.505 FL 5.00 PF 0.9 6 3.0 0.0 34.1 0.0 5.8 150 FTG 19.0 FE -1.7 7 7.0 H.S. 31.5 5.0 0.035 TL 24.00 PV Pipe: 7 27.0 1.101 FL 6.00 PF 1.5 7 7.0 H.S. 31.5 5.0 9.1 150 FTG 7.0 FE -2.6 8 13.0 0.0 27.4 0.0 0.119 TL 13.00 PV Pipe: 8 27.0 1.101 FL 11.00 PF 3.7 8 13.0 0.0 27.4 0.0 9.1 150 FTG 20.0 FE 0.0 9 13.0 0.0 23.7 0.0 0.119 TL 31.00 PV Pipe: 9 11.8 0.874 FL 61.00 PF 6.3 9 13.0 0.0 23.7 0.0 6.3 150 FTG 19.0 FE 0.0 10 13.0 0.0 17.4 0.0 0.079 TL 80.00 PV Pipe: 10 15.2 0.874 FL 25.00 PF 5.7 9 13.0 0.0 23.7 0.0 8.1 150 FTG 20.0 FE -4.3 12 23.0 0.0 13.7 0.0 0.127 TL 45.00 PV Pipe: 11 4.7 0.874 FL 37.00 PF 0.8 10 13.0 0.0 17.4 0.0 2.5 150 FTG 15.0 PE 0.0 11 13.0 0.0 16.6 0.0 0.015 TL 52.00 PV Pipe: 12 7.1 0.874 FL 34.00 PF 2.0 10 13.0 0.0 17.4 0.0 3.8 150 FTG 30.0 FE -4.3 18 23.0 0.0 11.1 0.0 0.031 TL 64.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/7/2018 S:\JJ\HASS\17-0295-6.SDF JOB TITLE: LANAI II (PLAN 5) - 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 4.7 0.874 FL 39.00 PF 1.1 11 13.0 0.0 16.6 0.0 2.5 150 FTG 37.0 PE -4.3 14 23.0 0.0 11.2 0.0 0.015 TL 76.00 PV Pipe: 14 7.3 0.874 PL 29.00 PF 1.3 12 23.0 0.0 13.7 0.0 3.9 150 FTG 10.0 PE 0.0 13 23.0 0.0 12.4 0.0 0.032 TL 39.00 PV Pipe: 15 8.0 0.874 PL 47.00 PF 2.6 12 23.0 0.0 13.7 0.0 4.3 150 FTG 20.0 PE 0.0 18 23.0 0.0 11.1 0.0 0.038 TL 67.00 PV Pipe: 16 7.3 0.874 PL 26.00 PF 1.2 13 23.0 0.0 12.4 0.0 3.9 150 FTG 12.0 PE 0.0 14 23.0 0.0 11.2 0.0 0.032 TL 38.00 PV Pipe: 17 12.0 0.874 PL 21.00 PF 3.0 14 23.0 0.0 11.2 0.0 6.4 150 FTG 16.0 FE 0.0 15 23.0 4.9 8.2 14.0 0.081 TL 37.00 PV Pipe: 18 -2.0 0.874 PL 14.00 PF 0.1 15 23.0 4.9 8.2 14.0 1.1 150 FTG 9.0 PE 0.0 16 23.0 0.0 8.3 0.0 0.003 TL 23.00 PV Pipe: 19 13.0 0.874 PL 2.00 PF 1.2 16 23.0 0.0 8.3 0.0 7.0 150 FTG 11.0 PE 0.0 17 23.0 4.9 7.0 13.0 0.094 TL 13.00 PV Pipe: 20 -15.0 0.874 PL 14.00 PF 2.8 16 23.0 0.0 8.3 0.0 8.0 150 FTG 9.0 PE 0.0 18 23.0 0.0 11.1 0.0 0.124 TL 23.00 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 0.066 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.2 ft/sec at pipe 1. Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/7/2018 S:\JJ\HASS\17-0295-6.SDF JOB TITLE: LANAI II (PLAN 5) - 2 HEAD CALC are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 53.99 psi with a flow of 32.56 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 LngEil 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 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 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 Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 WATER SUPPLY ANALYSIS Static: 54.00 psi Resid: 53.00 psi Flow: 500.0 gpm I LEGEND L i Available pressure 53.99 psi 8 32.0 gpm 2 Required pressure 52.78 psi 8 32.0 gpm A. Source Supply curve B. System Demand Curve 60.0 50.0 G A U G 40.0 E P R E 30.0 S S U R E 20.0 p S 10.OB -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: 2/7/2018 S:\JJ\HASS\17-0295-6.SDF JOB TITLE: LANAI II (PLAN 5) - 2 HEAD CALC WATER SUPPLY CURVE 60+ 55+ 0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ X * <-53.0 psi 8 500 gpm I Flow Test Point 50+ 45+ P 40+ R I B I S I S 35+ U I R I E 30+ P I S I I 25+ 20+ 15+ 10+ LEGEND I 'I I X = Required Water Supply I 52.78 psi @ 32.0 gpm 5+ I 0 = Available Water Supply I 53.99 psi 8 32.0 gpm I' 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 200 301) 400 500 600 700 800 900 1000 FLOW (GPM)