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FRSS2024-0078 Hydraulic CalculationsRESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR LOT 7 - THE QUARRY 79242 TOM FAZIO LANE 1 HD W.I.C. CALC FILE NUMBER: 14644 DATE: JUN 24, 2024 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13D, 2022 EDITION DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 400.0 sq. ft. COVERAGE PER SPRINKLER: 400.0 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 21.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (@ BOR): 21.0 gpm @ 32.7 psi REQUIRED PRESSURE (@ SRC): 43.4 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA/ RIVERSIDE COUNTY FD CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/24/2024A\FIRE SPRINKLERS\CALCS\DELTA 1\LOT 7\1HD CALC - LOT 7.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 61.2 20.0 1500.0 61.2 26.0 43.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8.5 - - - - 21.7 - - - 2 8.5 - - - - 21.7 - - - 3 8.5 - - - - 21.7 - - - 4 8.5 - - - - 21.7 - - - 5 8.5 - - - - 21.1 - - - 6 10.0 - - - - 20.1 - - - 7 10.0 K= 4.90 18.4 21.0 8 8.5 - - - - 23.5 - - - 9 10.0 - - - - 22.5 - - - 10 10.0 - - - - 21.8 - - - 11 10.0 - - - - 21.4 - - - TR 10.0 - - - - 24.4 - - - FS 5.0 - - - - 27.4 - - - FS1 5.0 - - - - 30.4 - - - BR 2.0 - - - - 32.7 - - - U1 2.0 HOSE STREAM 33.2 5.0 U2 -2.0 - - - - 35.4 - - - M -2.0 - - - - 37.5 - - - M1 -2.0 - - - - 41.5 - - - SRC -4.0 SOURCE 43.4 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/24/2024A\FIRE SPRINKLERS\CALCS\DELTA 1\LOT 7\1HD CALC - LOT 7.SDF JOB TITLE: Ial0aa•OWN W_1 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 0.0 1.101 PL 4.00 PF 0.0 1 8.5 0.0 21.7 0.0 0.0 150 FTG F2E PE 0.0 2 8.5 0.0 21.7 0.0 0.000 TL 15.00 PV Pipe: 2 0.0 1.101 PL 9.50 PF 0.0 2 8.5 0.0 21.7 0.0 0.0 150 FTG FET PE 0.0 3 8.5 0.0 21.7 0.0 0.000 TL 20.50 PV Pipe: 3 0.0 1.101 PL 5.83 PF 0.0 2 8.5 0.0 21.7 0.0 0.0 150 FTG FR PE 0.0 4 8.5 0.0 21.7 0.0 0.000 TL 7.83 PV Pipe: 4 5.9 1.101 PL 40.58 PF 0.5 4 8.5 0.0 21.7 0.0 2.0 150 FTG 5E6R PE 0.0 5 8.5 0.0 21.1 0.0 0.007 TL 71.58 PV Pipe: 5 5.9 1.101 PL 29.25 PF 0.4 5 8.5 0.0 21.1 0.0 2.0 150 FTG 4F3E2R PE -0.6 6 10.0 0.0 20.1 0.0 0.007 TL 50.25 PV Pipe: 6 21.0 1.101 PL 10.75 PF 1.8 6 10.0 0.0 20.1 0.0 7.1 150 FTG F2E2R PE 0.0 7 10.0 4.9 18.4 21.0 0.074 TL 23.75 PV Pipe: 7 -15.1 1.101 PL 37.08 PF 2.7 6 10.0 0.0 20.1 0.0 5.1 150 FTG F3E2T4R PE 0.6 8 8.5 0.0 23.5 0.0 0.040 TL 67.08 PV Pipe: 8 5.9 1.101 PL 23.83 PF 0.3 8 8.5 0.0 23.5 0.0 2.0 150 FTG 3F4E2R PE -0.6 9 10.0 0.0 22.5 0.0 0.007 TL 48.83 PV Pipe: 9 5.9 1.101 PL 48.66 PF 0.7 9 10.0 0.0 22.5 0.0 2.0 150 FTG F8E2T3R PE 0.0 10 10.0 0.0 21.8 0.0 0.007 TL 102.66 PV Pipe: 10 5.9 1.101 PL 35.00 PF 0.3 10 10.0 0.0 21.8 0.0 2.0 150 FTG 5FE4R PE 0.0 11 10.0 0.0 21.4 0.0 0.007 TL 49.00 PV Pipe: 11 5.9 1.101 PL 33.16 PF 0.4 11 10.0 0.0 21.4 0.0 2.0 150 FTG 4F2ET5R PE 0.6 4 8.5 0.0 21.7 0.0 0.007 TL 57.16 PV Pipe: 12 -21.0 1.101 PL 13.50 PF 1.6 8 8.5 0.0 23.5 0.0 7.1 150 FTG 2FTR PE -0.6 TR 10.0 0.0 24.4 0.0 0.074 TL 21.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/24/2024A\FIRE SPRINKLERS\CALCS\DELTA 1\LOT 7\1HD CALC - LOT 7.SDF JOB TITLE: 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: 100 -21.0 1.101 PL 5.00 PF 0.8 TR 10.0 0.0 24.4 0.0 7.1 150 FTG ER PE 2.2 FS 5.0 0.0 27.4 0.0 0.074 TL 11.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 30.4 0.0 3.0 psi, 21.0 gpm FS 5.0 0.0 27.4 0.0 Pipe: 102 -21.0 1.101 PL 4.00 PF 1.0 FS1 5.0 0.0 30.4 0.0 7.1 150 FTG RC PE 1.3 BR 2.0 0.0 32.7 0.0 0.074 TL 13.00 PV Pipe: 103 -21.0 1.055 PL 3.00 PF 0.5 BR 2.0 0.0 32.7 0.0 7.7 150 FTG E PE 0.0 U1 2.0 H.S. 33.2 5.0 0.092 TL 6.00 PV Pipe: 104 -26.0 1.505 PL 6.00 PF 0.5 U1 2.0 H.S. 33.2 5.0 4.7 150 FTG ET PE 1.7 U2 -2.0 0.0 35.4 0.0 0.024 TL 19.00 PV Pipe: 105 -26.0 1.476 PL 65.25 PF 2.0 U2 -2.0 0.0 35.4 0.0 4.9 150 FTG 3E PE 0.0 M -2.0 0.0 37.5 0.0 0.027 TL 77.13 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE M1 -2.0 0.0 41.5 0.0 4.0 psi, 26.0 gpm M -2.0 0.0 37.5 0.0 Pipe: 107 -26.0 1.481 PL 14.00 PF 1.0 M1 -2.0 0.0 41.5 0.0 4.8 150 FTG TX PE 0.9 SRC -4.0 SRCE 43.4 (N/A) 0.026 TL 40.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64623334 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) 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 0.140 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7.7 ft/sec at pipe 103. (4) Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/24/2024A\FIRE SPRINKLERS\CALCS\DELTA 1\LOT 7\1HD CALC - LOT 7.SDF JOB TITLE: are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 61.17 psi with a flow of 31.75 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 E1 Tee RunT Kplg ChkVly Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N X Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee AngVly 1.481 4.00 8.00 2.00 3.00 0.50 9.00 0.00 8.00 18.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.505 4.00 9.00 2.00 3.00 0.50 10.00 0.00 9.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.055 3.00 7.00 1.00 2.00 0.00 8.00 0.00 7.00 PAGE: S MATERIAL: PVC Sched80 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N k Ell Tee LngEll ChkVly BfyVly GatVly NPTee 1.476 3.96 7.92 1.98 8.91 5.94 0.99 7.92 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/24/2024A\FIRE SPRINKLERS\CALCS\DELTA I\LOT 7\IHD CALC - LOT 7.SDF JOB TITLE: 0 0 0 Ln 3 0 w -H m P4 0 0 0 (N V) (D a U) � a H O U N 5 z 0 a 4-) a ro U a w H I 0 0 0 0 0 0 0 o a l� l0 Ln cn N r-I O I 0 �D rx w -- a m -H N U 0 m to N r-� 4J 75 m 4J 0z s~ -W O m -H m v H U 0 N 44 U) (o N N �4 rl 4-) (D 0 _ -p w 0 0 ro ro �4 0 -0 m a x ro w 0 v � +� s4 ro � U -r-I to ,~ �4 m m 0 � a -ci U) m ro I~ Q 0 rl N -p 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/24/2024A\FIRE SPRINKLERS\CALCS\DELTA 1\LOT 7\1HD CALC - LOT 7.SDF JOB TITLE: WATER SUPPLY CURVE 72+ I I I 66+ I I 0\ 60+ \ I \\ I \ I \ 54+ \\ I \ I \ I \\ P 48+ \ R I \ E I \\ S x \ S 42+ \ U I \\ R I \ E I \\ 36+ \ ( I \ P I \\ S I \ I 30+ \ I \ I \ 24+ \\ I \ I \ * <-20.0 psi @ 1500 gpm 18+ Flow Test Point I I I=====_________________________ 12+ LEGEND " I" X = Required Water Supply " I 43.40 psi @ 26.0 gpm " 6+ " I 0 = Available Water Supply " I 61.18 psi @ 26.0 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR LOT 7 - THE QUARRY 79242 TOM FAZIO LANE 2 HD M. BATH CALC FILE NUMBER: 14644 DATE: JUN 24, 2024 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13D, 2022 EDITION DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 512.0 sq. ft. COVERAGE PER SPRINKLER: 256.0 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.1 gpm TOTAL WATER REQUIRED (including hose): 31.2 gpm FLOW AND PRESSURE (@ BOR): 26.1 gpm @ 26.2 psi REQUIRED PRESSURE (@ SRC): 38.6 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA/ RIVERSIDE COUNTY FD CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/24/2024A\FIRE SPRINKLERS\CALCS\DELTA 1\LOT 7\2HD CALC - LOT 7.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 61.2 20.0 1500.0 61.2 31.2 38.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8.5 K= 4.90 7.2 13.1 2 8.5 - - - - 7.7 - - - 3 8.5 K= 4.90 7.0 13.0 4 8.5 - - - - 8.5 - - - 5 8.5 - - - - 11.1 - - - 6 10.0 - - - - 12.3 - - - 7 10.0 - - - - 12.3 - - - 8 8.5 - - - - 15.3 - - - 9 10.0 - - - - 13.4 - - - 10 10.0 - - - - 10.7 - - - 11 10.0 - - - - 9.4 - - - TR 10.0 - - - - 17.1 - - - FS 5.0 - - - - 20.5 - - - FS1 5.0 - - - - 23.5 - - - BR 2.0 - - - - 26.2 - - - U1 2.0 HOSE STREAM 27.1 5.0 U2 -2.0 - - - - 29.4 - - - M -2.0 - - - - 32.3 - - - M1 -2.0 - - - - 36.3 - - - SRC -4.0 SOURCE 38.6 31.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/24/2024A\FIRE SPRINKLERS\CALCS\DELTA 1\LOT 7\2HD CALC - LOT 7.SDF JOB TITLE: Ial0aa•OWN W_1 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 -13.1 1.101 PL 4.00 PF 0.5 1 8.5 4.9 7.2 13.1 4.4 150 FTG F2E PE 0.0 2 8.5 0.0 7.7 0.0 0.031 TL 15.00 PV Pipe: 2 13.0 1.101 PL 9.50 PF 0.6 2 8.5 0.0 7.7 0.0 4.4 150 FTG FET PE 0.0 3 8.5 4.9 7.0 13.0 0.031 TL 20.50 PV Pipe: 3 -26.1 1.101 PL 5.83 PF 0.9 2 8.5 0.0 7.7 0.0 8.8 150 FTG FR PE 0.0 4 8.5 0.0 8.5 0.0 0.112 TL 7.83 PV Pipe: 4 -14.2 1.101 PL 40.58 PF 2.6 4 8.5 0.0 8.5 0.0 4.8 150 FTG 5E6R PE 0.0 5 8.5 0.0 11.1 0.0 0.036 TL 71.58 PV Pipe: 5 -14.2 1.101 PL 29.25 PF 1.8 5 8.5 0.0 11.1 0.0 4.8 150 FTG 4F3E2R PE -0.6 6 10.0 0.0 12.3 0.0 0.036 TL 50.25 PV Pipe: 6 0.0 1.101 PL 10.75 PF 0.0 6 10.0 0.0 12.3 0.0 0.0 150 FTG F2E2R PE 0.0 7 10.0 0.0 12.3 0.0 0.000 TL 23.75 PV Pipe: 7 -14.2 1.101 PL 37.08 PF 2.4 6 10.0 0.0 12.3 0.0 4.8 150 FTG F3E2T4R PE 0.6 8 8.5 0.0 15.3 0.0 0.036 TL 67.08 PV Pipe: 8 12.0 1.101 PL 23.83 PF 1.3 8 8.5 0.0 15.3 0.0 4.0 150 FTG 3F4E2R PE -0.6 9 10.0 0.0 13.4 0.0 0.026 TL 48.83 PV Pipe: 9 12.0 1.101 PL 48.66 PF 2.7 9 10.0 0.0 13.4 0.0 4.0 150 FTG F8E2T3R PE 0.0 10 10.0 0.0 10.7 0.0 0.026 TL 102.66 PV Pipe: 10 12.0 1.101 PL 35.00 PF 1.3 10 10.0 0.0 10.7 0.0 4.0 150 FTG 5FE4R PE 0.0 11 10.0 0.0 9.4 0.0 0.026 TL 49.00 PV Pipe: 11 12.0 1.101 PL 33.16 PF 1.5 11 10.0 0.0 9.4 0.0 4.0 150 FTG 4F2ET5R PE 0.6 4 8.5 0.0 8.5 0.0 0.026 TL 57.16 PV Pipe: 12 -26.1 1.101 PL 13.50 PF 2.4 8 8.5 0.0 15.3 0.0 8.8 150 FTG 2FTR PE -0.6 TR 10.0 0.0 17.1 0.0 0.112 TL 21.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/24/2024A\FIRE SPRINKLERS\CALCS\DELTA 1\LOT 7\2HD CALC - LOT 7.SDF JOB TITLE: 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: 100 -26.1 1.101 PL 5.00 PF 1.2 TR 10.0 0.0 17.1 0.0 8.8 150 FTG ER PE 2.2 FS 5.0 0.0 20.5 0.0 0.112 TL 11.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 23.5 0.0 3.0 psi, 26.1 gpm FS 5.0 0.0 20.5 0.0 Pipe: 102 -26.1 1.101 PL 4.00 PF 1.5 FS1 5.0 0.0 23.5 0.0 8.8 150 FTG RC PE 1.3 BR 2.0 0.0 26.2 0.0 0.112 TL 13.00 PV Pipe: 103 -26.1 1.055 PL 3.00 PF 0.8 BR 2.0 0.0 26.2 0.0 9.6 150 FTG E PE 0.0 U1 2.0 H.S. 27.1 5.0 0.137 TL 6.00 PV Pipe: 104 -31.1 1.505 PL 6.00 PF 0.6 U1 2.0 H.S. 27.1 5.0 5.6 150 FTG ET PE 1.7 U2 -2.0 0.0 29.4 0.0 0.034 TL 19.00 PV Pipe: 105 -31.1 1.476 PL 65.25 PF 2.9 U2 -2.0 0.0 29.4 0.0 5.8 150 FTG 3E PE 0.0 M -2.0 0.0 32.3 0.0 0.037 TL 77.13 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE M1 -2.0 0.0 36.3 0.0 4.0 psi, 31.1 gpm M -2.0 0.0 32.3 0.0 Pipe: 107 -31.2 1.481 PL 14.00 PF 1.5 M1 -2.0 0.0 36.3 0.0 5.8 150 FTG TX PE 0.9 SRC -4.0 SRCE 38.6 (N/A) 0.036 TL 40.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64623334 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) 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 0.130 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.6 ft/sec at pipe 103. (4) Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/24/2024A\FIRE SPRINKLERS\CALCS\DELTA 1\LOT 7\2HD CALC - LOT 7.SDF JOB TITLE: are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 61.15 psi with a flow of 41.61 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 E1 Tee RunT Kplg ChkVly Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N X Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee AngVly 1.481 4.00 8.00 2.00 3.00 0.50 9.00 0.00 8.00 18.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.505 4.00 9.00 2.00 3.00 0.50 10.00 0.00 9.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.055 3.00 7.00 1.00 2.00 0.00 8.00 0.00 7.00 PAGE: S MATERIAL: PVC Sched80 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N k Ell Tee LngEll ChkVly BfyVly GatVly NPTee 1.476 3.96 7.92 1.98 8.91 5.94 0.99 7.92 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/24/2024A\FIRE SPRINKLERS\CALCS\DELTA I\LOT 7\2HD CALC — LOT 7.SDF JOB TITLE: O 0 0 Ln 3 0 w -H m P4 0 0 0 (N V) (D a U) � a H O U N 5 z 0 a 4-) a ro U a w H rl lV L` O O O O O O O O r— l0 Ln cn N r-I O I �D rx w -- a m -H N U 0 m to N r-� 4J 75 m 4J 0z s~ -W O m -H m v H U O N 44 U) (o N N �4 rl 4-) (D 0 _ -p w 0 0 ro ro �4 O -0 m a x ro w 0 v � +� s4 ro � U -r-I to ,~ �4 m m 0 � a -ci U) m ro I~ Q o rl N -p 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/24/2024A\FIRE SPRINKLERS\CALCS\DELTA 1\LOT 7\2HD CALC - LOT 7.SDF JOB TITLE: WATER SUPPLY CURVE 72+ I I I 66+ I I 0\ 60+ \ I \\ I \ I \ 54+ \\ I \ I \ I \\ P 48+ \ R I \ E I \\ S I \ S 42+ \ U I \\ R X \ E I \\ 36+ \ ( I \ P I \\ S I \ I 30+ \ I \ I \ 24+ \\ I \ I \ * <-20.0 psi @ 1500 gpm 18+ Flow Test Point I I I=====_________________________ 12+ LEGEND " I" X = Required Water Supply " I 38.61 psi @ 31.2 gpm " 6+ " I 0 = Available Water Supply " 61.17 psi @ 31.2 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR LOT 7 - THE QUARRY 79242 TOM FAZIO LANE 2 HD M. BATH CALC FILE NUMBER: 14644 DATE: MAY 13, 2024 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13D, 2022 EDITION DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 512.0 sq. ft. COVERAGE PER SPRINKLER: 256.0 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.6 gpm TOTAL WATER REQUIRED (including hose): 31.6 gpm FLOW AND PRESSURE (@ BOR): 26.6 gpm @ 26.8 psi REQUIRED PRESSURE (@ SRC): 39.3 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA/ RIVERSIDE COUNTY FD CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/13/2024A\FIRE SPRINKLERS\CALCS\INITIAL\LOT 7\2HD CALC - LOT 7.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 61.2 20.0 1500.0 61.2 31.6 39.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8.5 K= 4.90 7.7 13.6 2 8.5 - - - - 8.5 - - - 3 10.0 K= 4.90 7.0 13.0 4 8.5 - - - - 9.2 - - - 5 8.5 - - - - 11.2 - - - 6 10.0 - - - - 12.7 - - - 7 10.0 - - - - 12.7 - - - 8 8.5 - - - - 15.7 - - - 9 10.0 - - - - 13.7 - - - 10 10.0 - - - - 11.7 - - - 11 10.0 - - - - 10.2 - - - TR 10.0 - - - - 17.6 - - - FS 5.0 - - - - 21.0 - - - FS1 5.0 - - - - 24.0 - - - BR 2.0 - - - - 26.8 - - - U1 2.0 HOSE STREAM 27.6 5.0 U2 -2.0 - - - - 30.0 - - - M -2.0 - - - - 33.0 - - - M1 -2.0 - - - - 37.0 - - - SRC -4.0 SOURCE 39.3 31.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/13/2024A\FIRE SPRINKLERS\CALCS\INITIAL\LOT 7\2HD CALC - LOT 7.SDF JOB TITLE: Ial0aa•OWN W_1 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 -13.6 1.101 PL 17.33 PF 0.8 1 8.5 4.9 7.7 13.6 4.6 150 FTG 2FE PE 0.0 2 8.5 0.0 8.5 0.0 0.033 TL 24.33 PV Pipe: 2 13.0 1.101 PL 9.66 PF 0.8 2 8.5 0.0 8.5 0.0 4.4 150 FTG F2ET PE -0.6 3 10.0 4.9 7.0 13.0 0.031 TL 25.66 PV Pipe: 3 -26.6 1.101 PL 4.66 PF 0.8 2 8.5 0.0 8.5 0.0 9.0 150 FTG FR PE 0.0 4 8.5 0.0 9.2 0.0 0.115 TL 6.66 PV Pipe: 4 -14.3 1.101 PL 36.83 PF 1.9 4 8.5 0.0 9.2 0.0 4.8 150 FTG 2E6R PE 0.0 5 8.5 0.0 11.2 0.0 0.037 TL 52.83 PV Pipe: 5 -14.3 1.101 PL 32.60 PF 2.2 5 8.5 0.0 11.2 0.0 4.8 150 FTG 4F4E2R PE -0.6 6 10.0 0.0 12.7 0.0 0.037 TL 58.60 PV Pipe: 6 0.0 1.101 PL 11.00 PF 0.0 6 10.0 0.0 12.7 0.0 0.0 150 FTG FE2R PE 0.0 7 10.0 0.0 12.7 0.0 0.000 TL 19.00 PV Pipe: 7 -14.3 1.101 PL 35.08 PF 2.4 6 10.0 0.0 12.7 0.0 4.8 150 FTG F3E2T3R PE 0.6 8 8.5 0.0 15.7 0.0 0.037 TL 64.08 PV Pipe: 8 12.2 1.101 PL 22.83 PF 1.4 8 8.5 0.0 15.7 0.0 4.1 150 FTG 3F4E4R PE -0.6 9 10.0 0.0 13.7 0.0 0.027 TL 49.83 PV Pipe: 9 12.2 1.101 PL 42.50 PF 2.0 9 10.0 0.0 13.7 0.0 4.1 150 FTG 6F3ET5R PE 0.0 10 10.0 0.0 11.7 0.0 0.027 TL 73.50 PV Pipe: 10 12.2 1.101 PL 37.58 PF 1.4 10 10.0 0.0 11.7 0.0 4.1 150 FTG 5FE4R PE 0.0 11 10.0 0.0 10.2 0.0 0.027 TL 51.58 PV Pipe: 11 12.2 1.101 PL 35.16 PF 1.6 11 10.0 0.0 10.2 0.0 4.1 150 FTG 5F2ET5R PE 0.6 4 8.5 0.0 9.2 0.0 0.027 TL 60.16 PV Pipe: 12 -26.6 1.101 PL 15.00 PF 2.5 8 8.5 0.0 15.7 0.0 9.0 150 FTG FTR PE -0.6 TR 10.0 0.0 17.6 0.0 0.115 TL 22.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/13/2024A\FIRE SPRINKLERS\CALCS\INITIAL\LOT 7\2HD CALC - LOT 7.SDF JOB TITLE: 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: 100 -26.6 1.101 PL 5.00 PF 1.3 TR 10.0 0.0 17.6 0.0 9.0 150 FTG ER PE 2.2 FS 5.0 0.0 21.0 0.0 0.115 TL 11.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 24.0 0.0 3.0 psi, 26.6 gpm FS 5.0 0.0 21.0 0.0 Pipe: 102 -26.6 1.101 PL 4.00 PF 1.5 FS1 5.0 0.0 24.0 0.0 9.0 150 FTG RC PE 1.3 BR 2.0 0.0 26.8 0.0 0.115 TL 13.00 PV Pipe: 103 -26.6 1.055 PL 3.00 PF 0.8 BR 2.0 0.0 26.8 0.0 9.8 150 FTG E PE 0.0 U1 2.0 H.S. 27.6 5.0 0.142 TL 6.00 PV Pipe: 104 -31.6 1.505 PL 6.00 PF 0.7 U1 2.0 H.S. 27.6 5.0 5.7 150 FTG ET PE 1.7 U2 -2.0 0.0 30.0 0.0 0.035 TL 19.00 PV Pipe: 105 -31.6 1.476 PL 65.25 PF 2.9 U2 -2.0 0.0 30.0 0.0 5.9 150 FTG 3E PE 0.0 M -2.0 0.0 33.0 0.0 0.038 TL 77.13 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE M1 -2.0 0.0 37.0 0.0 4.0 psi, 31.6 gpm M -2.0 0.0 33.0 0.0 Pipe: 107 -31.6 1.481 PL 14.00 PF 1.5 M1 -2.0 0.0 37.0 0.0 5.9 150 FTG TX PE 0.9 SRC -4.0 SRCE 39.3 (N/A) 0.037 TL 40.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64623334 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.008 gpm and a maximum imbalance at any node of 0.141 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.8 ft/sec at pipe 103. (4) Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/13/2024A\FIRE SPRINKLERS\CALCS\INITIAL\LOT 7\2HD CALC - LOT 7.SDF JOB TITLE: are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 61.15 psi with a flow of 41.76 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 E1 Tee RunT Kplg ChkVly Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N X Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee AngVly 1.481 4.00 8.00 2.00 3.00 0.50 9.00 0.00 8.00 18.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.505 4.00 9.00 2.00 3.00 0.50 10.00 0.00 9.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.055 3.00 7.00 1.00 2.00 0.00 8.00 0.00 7.00 PAGE: S MATERIAL: PVC Sched80 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N k Ell Tee LngEll ChkVly BfyVly GatVly NPTee 1.476 3.96 7.92 1.98 8.91 5.94 0.99 7.92 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/13/2024A\FIRE SPRINKLERS\CALCS\INITIAL\LOT 7\2HD CALC — LOT 7.SDF JOB TITLE: O 0 0 Ln 3 0 w -H m P4 0 0 0 (N V) (D a U) � a H O U N 5 z 0 a 4-) a ro U a w H rl lV L` O O O O O O O O r— l0 Ln cn N r-I O I �D rx w -- a m -H N U 0 m to N r-� 4J 75 m 4J 0z s~ -W O m -H m v H U O N 44 U) (o N N �4 rl 4-) (D 0 _ -p w 0 0 ro ro �4 O -0 m a x ro w 0 v � +� s4 ro � U -r-I to ,~ �4 m m 0 � a -ci U) m ro I~ Q o rl N -p 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/13/2024A\FIRE SPRINKLERS\CALCS\INITIAL\LOT 7\2HD CALC - LOT 7.SDF JOB TITLE: WATER SUPPLY CURVE 72+ I I I 66+ I I 0\ 60+ \ I \\ I \ I \ 54+ \\ I \ I \ I \\ P 48+ \ R I \ E I \\ S I \ S 42+ \ U I \\ R X \ E I \\ 36+ \ ( I \ P I \\ S I \ I 30+ \ I \ I \ 24+ \\ I \ I \ * <-20.0 psi @ 1500 gpm 18+ Flow Test Point I I I=====_________________________ 12+ LEGEND " I" X = Required Water Supply " I 39.32 psi @ 31.6 gpm " 6+ " I 0 = Available Water Supply " 61.17 psi @ 31.6 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR LOT 7 - THE QUARRY 79242 TOM FAZIO LANE 1 HD W.I.C. CALC FILE NUMBER: 14644 DATE: MAY 13, 2024 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13D, 2022 EDITION DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 400.0 sq. ft. COVERAGE PER SPRINKLER: 400.0 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 21.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (@ BOR): 21.0 gpm @ 32.2 psi REQUIRED PRESSURE (@ SRC): 42.9 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA/ RIVERSIDE COUNTY FD CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/13/2024A\FIRE SPRINKLERS\CALCS\INITIAL\LOT 7\1HD CALC - LOT 7.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 61.2 20.0 1500.0 61.2 26.0 42.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8.5 - - - - 21.3 - - - 2 8.5 - - - - 21.3 - - - 3 10.0 - - - - 20.6 - - - 4 8.5 - - - - 21.3 - - - 5 8.5 - - - - 20.9 - - - 6 10.0 - - - - 19.8 - - - 7 10.0 K= 4.90 18.4 21.0 8 8.5 - - - - 23.0 - - - 9 10.0 - - - - 22.0 - - - 10 10.0 - - - - 21.4 - - - 11 10.0 - - - - 21.0 - - - TR 10.0 - - - - 24.0 - - - FS 5.0 - - - - 27.0 - - - FS1 5.0 - - - - 30.0 - - - BR 2.0 - - - - 32.2 - - - U1 2.0 HOSE STREAM 32.8 5.0 U2 -2.0 - - - - 35.0 - - - M -2.0 - - - - 37.0 - - - M1 -2.0 - - - - 41.0 - - - SRC -4.0 SOURCE 42.9 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/13/2024A\FIRE SPRINKLERS\CALCS\INITIAL\LOT 7\1HD CALC - LOT 7.SDF JOB TITLE: Ial0aa•OWN W_1 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 0.0 1.101 PL 17.33 PF 0.0 1 8.5 0.0 21.3 0.0 0.0 150 FTG 2FE PE 0.0 2 8.5 0.0 21.3 0.0 0.000 TL 24.33 PV Pipe: 2 0.0 1.101 PL 9.66 PF 0.0 2 8.5 0.0 21.3 0.0 0.0 150 FTG F2ET PE -0.6 3 10.0 0.0 20.6 0.0 0.000 TL 25.66 PV Pipe: 3 0.0 1.101 PL 4.66 PF 0.0 2 8.5 0.0 21.3 0.0 0.0 150 FTG FR PE 0.0 4 8.5 0.0 21.3 0.0 0.000 TL 6.66 PV Pipe: 4 6.0 1.101 PL 36.83 PF 0.4 4 8.5 0.0 21.3 0.0 2.0 150 FTG 2E6R PE 0.0 5 8.5 0.0 20.9 0.0 0.007 TL 52.83 PV Pipe: 5 6.0 1.101 PL 32.60 PF 0.4 5 8.5 0.0 20.9 0.0 2.0 150 FTG 4F4E2R PE -0.6 6 10.0 0.0 19.8 0.0 0.007 TL 58.60 PV Pipe: 6 21.0 1.101 PL 11.00 PF 1.4 6 10.0 0.0 19.8 0.0 7.1 150 FTG FE2R PE 0.0 7 10.0 4.9 18.4 21.0 0.074 TL 19.00 PV Pipe: 7 -15.0 1.101 PL 35.08 PF 2.6 6 10.0 0.0 19.8 0.0 5.0 150 FTG F3E2T3R PE 0.6 8 8.5 0.0 23.0 0.0 0.040 TL 64.08 PV Pipe: 8 6.0 1.101 PL 22.83 PF 0.4 8 8.5 0.0 23.0 0.0 2.0 150 FTG 3F4E4R PE -0.6 9 10.0 0.0 22.0 0.0 0.007 TL 49.83 PV Pipe: 9 6.0 1.101 PL 42.50 PF 0.5 9 10.0 0.0 22.0 0.0 2.0 150 FTG 6F3ET5R PE 0.0 10 10.0 0.0 21.4 0.0 0.007 TL 73.50 PV Pipe: 10 6.0 1.101 PL 37.58 PF 0.4 10 10.0 0.0 21.4 0.0 2.0 150 FTG 5FE4R PE 0.0 11 10.0 0.0 21.0 0.0 0.007 TL 51.58 PV Pipe: 11 6.0 1.101 PL 35.16 PF 0.4 11 10.0 0.0 21.0 0.0 2.0 150 FTG 5F2ET5R PE 0.6 4 8.5 0.0 21.3 0.0 0.007 TL 60.16 PV Pipe: 12 -21.0 1.101 PL 15.00 PF 1.6 8 8.5 0.0 23.0 0.0 7.1 150 FTG FTR PE -0.6 TR 10.0 0.0 24.0 0.0 0.074 TL 22.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/13/2024A\FIRE SPRINKLERS\CALCS\INITIAL\LOT 7\1HD CALC - LOT 7.SDF JOB TITLE: 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: 100 -21.0 1.101 PL 5.00 PF 0.8 TR 10.0 0.0 24.0 0.0 7.1 150 FTG ER PE 2.2 FS 5.0 0.0 27.0 0.0 0.074 TL 11.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 30.0 0.0 3.0 psi, 21.0 gpm FS 5.0 0.0 27.0 0.0 Pipe: 102 -21.0 1.101 PL 4.00 PF 1.0 FS1 5.0 0.0 30.0 0.0 7.1 150 FTG RC PE 1.3 BR 2.0 0.0 32.2 0.0 0.074 TL 13.00 PV Pipe: 103 -21.0 1.055 PL 3.00 PF 0.5 BR 2.0 0.0 32.2 0.0 7.7 150 FTG E PE 0.0 U1 2.0 H.S. 32.8 5.0 0.092 TL 6.00 PV Pipe: 104 -26.0 1.505 PL 6.00 PF 0.5 U1 2.0 H.S. 32.8 5.0 4.7 150 FTG ET PE 1.7 U2 -2.0 0.0 35.0 0.0 0.024 TL 19.00 PV Pipe: 105 -26.0 1.476 PL 65.25 PF 2.0 U2 -2.0 0.0 35.0 0.0 4.9 150 FTG 3E PE 0.0 M -2.0 0.0 37.0 0.0 0.027 TL 77.13 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE M1 -2.0 0.0 41.0 0.0 4.0 psi, 26.0 gpm M -2.0 0.0 37.0 0.0 Pipe: 107 -26.0 1.481 PL 14.00 PF 1.0 M1 -2.0 0.0 41.0 0.0 4.8 150 FTG TX PE 0.9 SRC -4.0 SRCE 42.9 (N/A) 0.026 TL 40.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64623334 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.115 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7.7 ft/sec at pipe 103. (4) Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/13/2024A\FIRE SPRINKLERS\CALCS\INITIAL\LOT 7\1HD CALC - LOT 7.SDF JOB TITLE: are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 61.17 psi with a flow of 31.97 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 E1 Tee RunT Kplg ChkVly Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N X Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee AngVly 1.481 4.00 8.00 2.00 3.00 0.50 9.00 0.00 8.00 18.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.505 4.00 9.00 2.00 3.00 0.50 10.00 0.00 9.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.055 3.00 7.00 1.00 2.00 0.00 8.00 0.00 7.00 PAGE: S MATERIAL: PVC Sched80 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N k Ell Tee LngEll ChkVly BfyVly GatVly NPTee 1.476 3.96 7.92 1.98 8.91 5.94 0.99 7.92 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/13/2024A\FIRE SPRINKLERS\CALCS\INITIAL\LOT 7\1HD CALC — LOT 7.SDF JOB TITLE: O 0 0 Ln 3 0 w -H m P4 0 0 0 (N V) (D a U) � a H O U N 5 z 0 a 4-) a ro U a w H rl lV L` O O O O O O O O O co r— l0 Ln '+ Ch N r-1 O I �D w w a w m m�:) rx w -- a m --I N U 0 m to N r-� 4J 75 m 4J (o 0z s~ -W O m -H m v H U O N 44 U) (o N N �4 rl 4-) (D 0 _ -p w 0 0 ro ro �4 O -0 m a x ro w 0 v � +� s4 ro � U -r-I to ,~ �4 m m 0 � a -ci U) m ro 1~ Q o rl N -p 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/13/2024A\FIRE SPRINKLERS\CALCS\INITIAL\LOT 7\1HD CALC - LOT 7.SDF JOB TITLE: WATER SUPPLY CURVE 72+ I I I 66+ I I 0\ 60+ \ I \\ I \ I \ 54+ \\ I \ I \ I \\ P 48+ \ R I \ E I \\ S x \ S 42+ \ U I \\ R I \ E I \\ 36+ \ ( I \ P I \\ S I \ I 30+ \ I \ I \ 24+ \\ I \ I \ * <-20.0 psi @ 1500 gpm 18+ Flow Test Point I I I=====_________________________ 12+ LEGEND " I" X = Required Water Supply " 42.92 psi @ 26.0 gpm " 6+ " I 0 = Available Water Supply " I 61.18 psi @ 26.0 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)