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FIR2022-0096 FIR WC3 APPROVED - Hydraulic CalcsRECEIVED FIR2022-0096 Sep 12 2022 CITY OF EDMONDS SMITH FIRE SYSTEMS, INC. DEVELOPMENT DEPARTMENT RVICES1106 54th Avenue East Tacoma, Washington 98424 (253) 926-1880 FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME: ANTHOLOGY OF EDMONDS JOB NO.: NC22102 DATE: 09-08-2022 ADDRESS: 21200 72ND AVE W BY: SHANE C. EDMONDS, WA 98026 SYSTEM DESIGNATION: WET STANDPIPE STANDPIPE DESCRIPTION: MANUAL WET STANDPIPE STANDPIPE PER NFPA: NFPA #14 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: DESIGN CRITERIA: ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE OUTSIDE HOSE SYSTEM TYPE: WET "C" FACTOR OVERHEAD: 120 WATER SUPPLY: STATIC 175 PSI RESIDUAL 175 PSI FLOW 750 GPM 250 250 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING [-]STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ® FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, CTATF nR I nCAL REGULATIONS. BY: _ DATE:10/19/2022 GPM H2 WEST COAST CODE CONSULTANTS, INC. GPM M10 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: --- "C" FACTOR UNDERGROUND: --- ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: AT FDIC INLET SYSTEM DEMAND AT FIRE DEPARTMENT CONNECTION 750 GPM REQUIRED AT 164.8 PSI WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott 10627-1019-C Level N I Smith Fire Systems, Inc.ob N SMITHFS1360T 00 til t2/31/ xpires I 22 Signature SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/8/2022E\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 - STANDPIPE.SDF JOB TITLE: Anthology of Edmonds - Standpipe WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) FDC 175.0 174.9 1500.0 175.0 750.0 164.8 Available pressure is 10.2 psi (6%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 750.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 250.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) H1 70.0 K=25.00 100.0 250.0 H2 69.0 HOSE STREAM 100.4 250.0 M3 34.5 - - - - 117.2 - - - M4 34.5 - - - - 122.6 - - - M10 34.5 HOSE STREAM 131.0 250.0 M15 34.5 - - - - 145.8 - - - M20 23.5 - - - - 157.1 - - - M40 23.5 - - - - 160.4 - - - FDC 14.0 SOURCE 164.8 750.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/8/2022E\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 - STANDPIPE.SDF JOB TITLE: Anthology of Edmonds - Standpipe 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 -250.0 4.298 PL 1.00 PF 0.0 H1 70.0 25.0 100.0 250.0 5.5 120 FTG ---- PE 0.4 H2 69.0 H.S. 100.4 250.0 0.014 TL 1.00 PV Pipe: 5 -500.0 4.298 PL 34.50 PF 1.8 H2 69.0 H.S. 100.4 250.0 11.1 120 FTG ---- PE 14.9 M3 34.5 0.0 117.2 0.0 0.052 TL 34.50 PV Pipe: 11 -500.0 4.298 PL 13.50 PF 5.4 M3 34.5 0.0 117.2 0.0 11.1 120 FTG 2E2TB PE 0.0 M4 34.5 0.0 122.6 0.0 0.052 TL 103.70 PV Pipe: 15 -500.0 4.298 PL 151.00 PF 8.4 M4 34.5 0.0 122.6 0.0 11.1 120 FTG E PE 0.0 M10 34.5 H.S. 131.0 250.0 0.052 TL 160.30 PV Pipe: 15A -750.0 4.298 PL 97.00 PF 14.8 M10 34.5 H.S. 131.0 250.0 16.6 120 FTG 4E PE 0.0 M15 34.5 0.0 145.8 0.0 0.111 TL 134.20 PV Pipe: 16 -750.0 4.298 PL 17.50 PF 6.5 M15 34.5 0.0 145.8 0.0 16.6 120 FTG ET PE 4.8 M20 23.5 0.0 157.1 0.0 0.111 TL 58.70 PV Pipe: 17 750.0 6.357 PL 105.00 PF 3.3 M40 23.5 0.0 160.4 0.0 7.6 120 FTG 5EC PE 0.0 M20 23.5 0.0 157.1 0.0 0.016 TL 201.00 PV Pipe: 18 -750.0 6.357 PL 10.00 PF 0.3 M40 23.5 0.0 160.4 0.0 7.6 140 FTG E PE 4.1 FDC 14.0 SRCE 164.8 (N/A) 0.012 TL 26.76 PV NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621553 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 0.024 gpm and a maximum imbalance at any node of 0.191 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.6 ft/sec at pipe 15A. (4) Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/8/2022E\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 - STANDPIPE.SDF JOB TITLE: Anthology of Edmonds - Standpipe are automatically transferred from the calculation report. (5) Available pressure at source node FDC under full flow conditions is 174.97 psi with a flow of 760.82 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: Smith PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVl BfyVl GatVl AlmCh DPVly fleX 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/8/2022E\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 - STANDPIPE.SDF JOB TITLE: Anthology of Edmonds - Standpipe WATER SUPPLY ANALYSIS 150.0 G A U120.0 G E P 90.0 R E S S 60.0 U R E 30.0 p s i 0.0 -14.7 Static: 175.00 psi Resid: 174.90 psi Flow: 1500.0 gpm LEGEND 1 q Available pressure 174.97 psi @ 750.0 gpm 2 q Required pressure 164.81 psi @ 750.0 gpm A. Source Supply Curve B. System Demand Curve 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/8/2022E\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 - STANDPIPE.SDF JOB TITLE: Anthology of Edmonds - Standpipe WATER SUPPLY CURVE 180+ *\\\\\\\\\\0\\\\\\\\\\\\\\\\\\\\\\\\\\* <-174.9 psi @ 1500 gpm Flow Test Point 165+ X 150+ 135+ P120+ R E S 5105+ U R E 90+ P S I 75+ 60+ 45+ 30+ LEGEND IT I TV X = Required Water Supply IT 164.81 psi @ 750.0 gpm " 15+ TV 0 = Available Water Supply " 174.97 psi @ 750.0 gpm " I 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East Tacoma, Washington 98424 (253) 926-1880 FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME: ANTHOLOGY OF EDMONDS JOB NO.: NC22102 DATE: 09/08/22 ADDRESS: 21200 72ND AVE W BY: SHANE C. EDMONDS, WA 98026 SYSTEM DESIGNATION: DRY P1 HAZARD DESCRIPTION: ORDINARY HAZARD HAZARD CLASS PER: NFPA #13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 250 GPM NODE 'SRC' IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 207 'C" FACTOR OVERHEAD: 100 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F156 TEMPERATURE: 155' K-FACTOR: 5.6 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 88 PSI RESIDUAL 86 PSI FLOW 1000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: BASE OF RISER DEMAND 371.3 GPM REQUIRED AT 54.6 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) CIIMMADV 383' 03-04-2019 CITY OF EDMONDS AT SITE 621.3 GPM REQUIRED AT 62.5 PSI AT CONNECTION TO SOURCE (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott 10627-1019-C Level N Smith Fire Systems, Inc. SMITHFS1360T o -I .00 Z21'P31iilre22] Signature CERTIFICATE OF COMPETENCY STAMP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 P1 DRY.SDF JOB TITLE: Anthology of Edmonds - P1 dry 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 88.0 86.0 1000.0 87.2 621.3 62.5 Available pressure is 24.7 psi (28%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 621.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 371.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) D1 10.0 K= 5.60 9.8 17.6 D2 10.0 K= 5.60 9.9 17.7 D3 10.0 K= 5.60 10.4 18.0 D4 10.0 K= 5.60 11.2 18.7 D5 10.0 K= 5.60 10.7 18.3 D6 10.0 K= 5.60 10.8 18.4 D7 10.0 K= 5.60 11.2 18.8 D8 10.0 K= 5.60 10.0 17.7 D9 10.0 K= 5.60 10.1 17.8 D10 10.0 K= 5.60 10.5 18.2 Dll 10.0 K= 5.60 11.4 18.9 D12 10.0 K= 5.60 10.8 18.4 D13 10.0 K= 5.60 11.0 18.5 D14 10.0 K= 5.60 11.4 18.9 D15 10.0 K= 5.60 10.6 18.2 D16 10.0 K= 5.60 10.7 18.3 D17 10.0 K= 5.60 11.2 18.7 D18 10.0 K= 5.60 12.2 19.5 D19 10.0 K= 5.60 13.0 20.2 D20 10.0 K= 5.60 13.2 20.3 P1 10.0 - - - - 13.1 - - - P2 10.0 - - - - 13.3 - - - P3 10.0 - - - - 14.2 - - - P5 10.0 - - - - 25.7 - - - P6 10.0 - - - - 39.5 - - - P7 10.0 - - - - 43.6 - - - P10 10.0 - - - - 53.0 - - - P15 18.5 - - - - 50.7 - - - P20 14.0 - - - - 54.6 - - - BF1 14.0 - - - - 55.8 - - - BF2 14.0 - - - - 60.8 - - - UG1 8.0 - - - - 63.8 - - - SRC 12.0 SOURCE 62.5 371.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 P1 DRY.SDF JOB TITLE: Anthology of Edmonds - P1 dry 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 -17.6 1.710 PL 9.00 PF 0.1 D1 10.0 5.6 9.8 17.6 2.5 100 FTG ---- PE 0.0 D2 10.0 5.6 9.9 17.7 0.013 TL 9.00 PV Pipe: 2 -35.2 1.710 PL 9.00 PF 0.4 D2 10.0 5.6 9.9 17.7 4.9 100 FTG ---- PE 0.0 D3 10.0 5.6 10.4 18.0 0.048 TL 9.00 PV Pipe: 3 -53.2 1.710 PL 8.00 PF 0.8 D3 10.0 5.6 10.4 18.0 7.4 100 FTG PE 0.0 D4 10.0 5.6 11.2 18.7 0.103 TL 8.00 PV Pipe: 4 -72.0 1.710 PL 1.50 PF 1.9 D4 10.0 5.6 11.2 18.7 10.1 100 FTG T PE 0.0 P1 10.0 0.0 13.1 0.0 0.180 TL 10.40 PV Pipe: 5 -18.3 1.710 PL 9.00 PF 0.1 D5 10.0 5.6 10.7 18.3 2.6 100 FTG ---- PE 0.0 D6 10.0 5.6 10.8 18.4 0.014 TL 9.00 PV Pipe: 6 -36.7 1.710 PL 9.00 PF 0.5 D6 10.0 5.6 10.8 18.4 5.1 100 FTG ---- PE 0.0 D7 10.0 5.6 11.2 18.8 0.052 TL 9.00 PV Pipe: 7 -55.5 1.710 PL 7.50 PF 1.8 D7 10.0 5.6 11.2 18.8 7.7 100 FTG T PE 0.0 Pi 10.0 0.0 13.1 0.0 0.111 TL 16.40 PV Pipe: 8 -17.7 1.710 PL 9.00 PF 0.1 D8 10.0 5.6 10.0 17.7 2.5 100 FTG PE 0.0 D9 10.0 5.6 10.1 17.8 0.013 TL 9.00 PV Pipe: 9 -35.5 1.710 PL 9.00 PF 0.4 D9 10.0 5.6 10.1 17.8 5.0 100 FTG ---- PE 0.0 D10 10.0 5.6 10.5 18.2 0.049 TL 9.00 PV Pipe: 10 -53.7 1.710 PL 8.00 PF 0.8 D10 10.0 5.6 10.5 18.2 7.5 100 FTG ---- PE 0.0 D11 10.0 5.6 11.4 18.9 0.105 TL 8.00 PV Pipe: 11 -72.6 1.710 PL 1.50 PF 1.9 Dll 10.0 5.6 11.4 18.9 10.1 100 FTG T PE 0.0 P2 10.0 0.0 13.3 0.0 0.183 TL 10.40 PV Pipe: 12 -18.4 1.710 PL 9.00 PF 0.1 D12 10.0 5.6 10.8 18.4 2.6 100 FTG ---- PE 0.0 D13 10.0 5.6 11.0 18.5 0.015 TL 9.00 PV Pipe: 13 -37.0 1.710 PL 9.00 PF 0.5 D13 10.0 5.6 11.0 18.5 5.2 100 FTG ---- PE 0.0 D14 10.0 5.6 11.4 18.9 0.053 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 P1 DRY.SDF JOB TITLE: Anthology of Edmonds - P1 dry 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: 14 -55.9 1.710 PL 7.50 PF 1.9 D14 10.0 5.6 11.4 18.9 7.8 100 FTG T PE 0.0 P2 10.0 0.0 13.3 0.0 0.113 TL 16.40 PV Pipe: 15 -18.2 1.710 PL 9.00 PF 0.1 D15 10.0 5.6 10.6 18.2 2.5 100 FTG ---- PE 0.0 D16 10.0 5.6 10.7 18.3 0.014 TL 9.00 PV Pipe: 16 -36.6 1.710 PL 9.00 PF 0.5 D16 10.0 5.6 10.7 18.3 5.1 100 FTG PE 0.0 D17 10.0 5.6 11.2 18.7 0.052 TL 9.00 PV Pipe: 17 -55.3 1.710 PL 9.00 PF 1.0 D17 10.0 5.6 11.2 18.7 7.7 100 FTG ---- PE 0.0 D18 10.0 5.6 12.2 19.5 0.111 TL 9.00 PV Pipe: 18 -74.8 1.710 PL 1.50 PF 2.0 D18 10.0 5.6 12.2 19.5 10.5 100 FTG T PE 0.0 P3 10.0 0.0 14.2 0.0 0.194 TL 10.40 PV Pipe: 19 -20.2 1.710 PL 9.00 PF 0.2 D19 10.0 5.6 13.0 20.2 2.8 100 FTG ---- PE 0.0 D20 10.0 5.6 13.2 20.3 0.017 TL 9.00 PV Pipe: 20 -40.5 1.710 PL 7.50 PF 1.0 D20 10.0 5.6 13.2 20.3 5.7 100 FTG T PE 0.0 P3 10.0 0.0 14.2 0.0 0.062 TL 16.40 PV Pipe: 21 -127.4 3.314 PL 10.50 PF 0.2 P1 10.0 0.0 13.1 0.0 4.7 100 FTG PE 0.0 P2 10.0 0.0 13.3 0.0 0.021 TL 10.50 PV Pipe: 22 -255.9 3.314 PL 12.00 PF 0.9 P2 10.0 0.0 13.3 0.0 9.5 100 FTG ---- PE 0.0 P3 10.0 0.0 14.2 0.0 0.075 TL 12.00 PV Pipe: 23 -371.3 3.314 PL 59.00 PF 11.5 P3 10.0 0.0 14.2 0.0 13.8 100 FTG T PE 0.0 P5 10.0 0.0 25.7 0.0 0.150 TL 77.10 PV Pipe: 24 -371.3 3.314 PL 71.00 PF 13.7 P5 10.0 0.0 25.7 0.0 13.8 100 FTG 4E PE 0.0 P6 10.0 0.0 39.5 0.0 0.150 TL 91.80 PV Pipe: 25 -371.3 3.314 PL 27.50 PF 4.1 P6 10.0 0.0 39.5 0.0 13.8 100 FTG ---- PE 0.0 P7 10.0 0.0 43.6 0.0 0.150 TL 27.50 PV Pipe: 26 -371.3 3.314 PL 40.00 PF 9.5 P7 10.0 0.0 43.6 0.0 13.8 100 FTG ET PE 0.0 P10 10.0 0.0 53.0 0.0 0.150 TL 63.30 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 P1 DRY.SDF JOB TITLE: Anthology of Edmonds - P1 dry 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: 27 -371.3 4.298 PL 11.50 PF 1.3 P10 10.0 0.0 53.0 0.0 8.2 100 FTG 3E PE -3.7 P15 18.5 0.0 50.7 0.0 0.042 TL 31.30 PV Pipe: 28 -371.3 4.298 PL 4.50 PF 2.0 P15 18.5 0.0 50.7 0.0 8.2 100 FTG TD PE 1.9 P20 14.0 0.0 54.6 0.0 0.042 TL 47.80 PV Pipe: 29 -371.3 4.298 PL 11.00 PF 1.2 P20 14.0 0.0 54.6 0.0 8.2 120 FTG 3E PE 0.0 BF1 14.0 0.0 55.8 0.0 0.030 TL 38.74 PV Pipe: 30 FIXED PRESSURE LOSS DEVICE BF2 14.0 0.0 60.8 0.0 5.0 psi, 371.3 gpm BF1 14.0 0.0 55.8 0.0 Pipe: 31 -371.3 4.298 PL 7.00 PF 0.4 BF2 14.0 0.0 60.8 0.0 8.2 150 FTG E PE 2.6 UG1 8.0 0.0 63.8 0.0 0.020 TL 20.97 PV Pipe: 32 -371.3 6.160 PL 55.00 PF 0.4 UG1 8.0 0.0 63.8 0.0 4.0 140 FTG TG PE -1.7 SRC 12.0 SRCE 62.5 (N/A) 0.004 TL 99.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621553 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 0.005 gpm and a maximum imbalance at any node of 0.165 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.8 ft/sec at pipe 23. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 86.97 psi with a flow of 697.42 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 P1 DRY.SDF JOB TITLE: Anthology of Edmonds - P1 dry (6) PIPE FITTINGS TABLE User Pipe Table Name: Smith PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVl BfyVl GatVl 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: Z MATERIAL: SCH7 HWC: 100 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVl BfyVl GatVl AlmCh DPVly fleX 1.710 2.50 8.90 1.20 8.60 5.70 1.00 2.90 2.90 0.00 3.314 5.20 18.10 2.70 17.80 7.50 1.40 16.70 16.70 0.00 4.298 6.60 22.70 3.40 17.60 5.60 2.10 20.60 20.60 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 P1 DRY.SDF JOB TITLE: Anthology of Edmonds - P1 dry WATER SUPPLY ANALYSIS 100.0 L E.1111K1] G A U G 60.0 E P R E 40.0 S S U R 20.0 E p s 0.0 i -14.7 Static: 88.00 psi Resid: 86.00 psi Flow: 1000.0 gpm LEGEND L q Available pressure 87.17 psi @ 621.3 gpm > Required pressure 62.49 psi @ 621.3 gpm Avail. OnSite Demand Press. 87.17 psi @ 371.3 gpm Req. OnSite Demand Press. 62.49 psi @ 371.3 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 200300 400 500 600 700 800 900 1000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 P1 DRY.SDF JOB TITLE: Anthology of Edmonds - P1 dry WATER SUPPLY CURVE 96+ 86.0 psi @ 1000 gpm-> Flow Test Point 72+ P 64+ R X E S S 56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND IT I TV X = Required Water Supply IT 62.49 psi @ 621.3 gpm IT 8 + IT 0 = Available Water Supply " 87.17 psi @ 621.3 gpm " I 0++-+---+----+-----+------+----+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East Tacoma, Washington 98424 (253) 926-1880 FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME: ANTHOLOGY OF EDMONDS JOB NO.: NC22102 DATE: 09-08-2022 ADDRESS: 21200 72ND AVE W BY: SHANE C. EDMONDS, WA 98026 SYSTEM DESIGNATION: DRY L1 HAZARD DESCRIPTION: ORDINARY HAZARD HAZARD CLASS PER: NFPA #13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 250 GPM NODE 'SRC' IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 156 'C" FACTOR OVERHEAD: 100 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F156 TEMPERATURE: 155' K-FACTOR: 5.6 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 88 PSI RESIDUAL 86 PSI FLOW 1000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: BASE OF RISER DEMAND 388.3 GPM REQUIRED AT 66.2 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) CIIMMADV 383' 03-04-2019 CITY OF EDMONDS AT SITE 638.3 GPM REQUIRED AT 74.3 PSI AT CONNECTION TO SOURCE (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) WASHIE OF C ATE ST CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott 10627-1019-C Level N Smith Fire Systems, Inc. SMITHFS1360T 00 Expires Signature CERTIFICATE OF COMPETENCY STAMP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 DRY.SDF JOB TITLE: Anthology of Edmonds - L1 dry 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 88.0 86.0 1000.0 87.1 638.3 74.3 Available pressure is 12.9 psi (15%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 638.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 388.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) D101 23.0 K= 5.60 10.8 18.4 D102 23.0 K= 5.60 10.9 18.5 D103 23.0 K= 5.60 11.4 18.9 D104 23.0 K= 5.60 12.3 19.6 D105 23.0 K= 5.60 11.5 19.0 D106 23.0 K= 5.60 11.7 19.2 D107 23.0 K= 5.60 12.3 19.6 D108 23.0 K= 5.60 11.0 18.6 D109 23.0 K= 5.60 11.1 18.7 D110 23.0 K= 5.60 11.6 19.1 Dill 23.0 K= 5.60 12.5 19.8 D112 23.0 K= 5.60 11.8 19.2 D113 23.0 K= 5.60 11.9 19.3 D114 23.0 K= 5.60 12.5 19.8 D115 23.0 K= 5.60 11.6 19.1 D116 23.0 K= 5.60 11.7 19.2 D117 23.0 K= 5.60 12.2 19.6 D118 23.0 K= 5.60 13.3 20.4 D119 23.0 K= 5.60 14.2 21.1 D120 23.0 K= 5.60 14.3 21.2 P101 23.0 - - - - 14.3 P102 23.0 - - - - 14.6 P103 23.0 - - - - 15.5 P105 23.0 - - - - 34.0 - - - P110 23.0 - - - - 60.0 - - - P120 14.0 - - - - 66.2 - - - BF1 14.0 - - - - 67.5 - - - BF2 14.0 - - - - 72.5 - - - UG1 8.0 - - - - 75.6 - - - SRC 12.0 SOURCE 74.3 388.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 DRY.SDF JOB TITLE: Anthology of Edmonds - L1 dry 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 -18.4 1.710 PL 9.00 PF 0.1 D101 23.0 5.6 10.8 18.4 2.6 100 FTG ---- PE 0.0 D102 23.0 5.6 10.9 18.5 0.014 TL 9.00 PV Pipe: 2 -36.9 1.710 PL 9.00 PF 0.5 D102 23.0 5.6 10.9 18.5 5.2 100 FTG ---- PE 0.0 D103 23.0 5.6 11.4 18.9 0.052 TL 9.00 PV Pipe: 3 -55.8 1.710 PL 8.00 PF 0.9 D103 23.0 5.6 11.4 18.9 7.8 100 FTG PE 0.0 D104 23.0 5.6 12.3 19.6 0.113 TL 8.00 Pv Pipe: 4 -75.5 1.710 PL 1.50 PF 2.0 D104 23.0 5.6 12.3 19.6 10.5 100 FTG T PE 0.0 P101 23.0 0.0 14.3 0.0 0.197 TL 10.40 PV Pipe: 5 -19.0 1.710 PL 10.00 PF 0.2 D105 23.0 5.6 11.5 19.0 2.7 100 FTG ---- PE 0.0 D106 23.0 5.6 11.7 19.2 0.015 TL 10.00 PV Pipe: 6 -38.2 1.710 PL 10.00 PF 0.6 D106 23.0 5.6 11.7 19.2 5.3 100 FTG ---- PE 0.0 D107 23.0 5.6 12.3 19.6 0.056 TL 10.00 PV Pipe: 7 -57.8 1.710 PL 8.50 PF 2.1 D107 23.0 5.6 12.3 19.6 8.1 100 FTG T PE 0.0 P101 23.0 0.0 14.3 0.0 0.120 TL 17.40 PV Pipe: 8 -18.6 1.710 PL 9.00 PF 0.1 D108 23.0 5.6 11.0 18.6 2.6 100 FTG PE 0.0 D109 23.0 5.6 11.1 18.7 0.015 TL 9.00 PV Pipe: 9 -37.3 1.710 PL 9.00 PF 0.5 D109 23.0 5.6 11.1 18.7 5.2 100 FTG ---- PE 0.0 D110 23.0 5.6 11.6 19.1 0.053 TL 9.00 PV Pipe: 10 -56.3 1.710 PL 8.00 PF 0.9 D110 23.0 5.6 11.6 19.1 7.9 100 FTG ---- PE 0.0 D111 23.0 5.6 12.5 19.8 0.115 TL 8.00 PV Pipe: 11 -76.2 1.710 PL 1.50 PF 2.1 D111 23.0 5.6 12.5 19.8 10.6 100 FTG T PE 0.0 P102 23.0 0.0 14.6 0.0 0.200 TL 10.40 PV Pipe: 12 -19.2 1.710 PL 10.00 PF 0.2 D112 23.0 5.6 11.8 19.2 2.7 100 FTG ---- PE 0.0 D113 23.0 5.6 11.9 19.3 0.016 TL 10.00 PV Pipe: 13 -38.5 1.710 PL 10.00 PF 0.6 D113 23.0 5.6 11.9 19.3 5.4 100 FTG PE 0.0 D114 23.0 5.6 12.5 19.8 0.057 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 DRY.SDF JOB TITLE: Anthology of Edmonds - L1 dry 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: 14 -58.3 1.710 PL 8.50 PF 2.1 D114 23.0 5.6 12.5 19.8 8.1 100 FTG T PE 0.0 P102 23.0 0.0 14.6 0.0 0.122 TL 17.40 PV Pipe: 15 -19.1 1.710 PL 8.00 PF 0.1 D115 23.0 5.6 11.6 19.1 2.7 100 FTG ---- PE 0.0 D116 23.0 5.6 11.7 19.2 0.015 TL 8.00 PV Pipe: 16 -38.3 1.710 PL 9.00 PF 0.5 D116 23.0 5.6 11.7 19.2 5.3 100 FTG PE 0.0 D117 23.0 5.6 12.2 19.6 0.056 TL 9.00 PV Pipe: 17 -57.9 1.710 PL 9.00 PF 1.1 D117 23.0 5.6 12.2 19.6 8.1 100 FTG ---- PE 0.0 D118 23.0 5.6 13.3 20.4 0.120 TL 9.00 PV Pipe: 18 -78.3 1.710 PL 1.50 PF 2.2 D118 23.0 5.6 13.3 20.4 10.9 100 FTG T PE 0.0 P103 23.0 0.0 15.5 0.0 0.211 TL 10.40 PV Pipe: 19 -21.1 1.710 PL 10.00 PF 0.2 D119 23.0 5.6 14.2 21.1 2.9 100 FTG PE 0.0 D120 23.0 5.6 14.3 21.2 0.019 TL 10.00 PV Pipe: 20 -42.3 1.710 PL 8.50 PF 1.2 D120 23.0 5.6 14.3 21.2 5.9 100 FTG T PE 0.0 P103 23.0 0.0 15.5 0.0 0.067 TL 17.40 PV Pipe: 21 -133.2 3.314 PL 12.00 PF 0.3 P101 23.0 0.0 14.3 0.0 5.0 100 FTG PE 0.0 P102 23.0 0.0 14.6 0.0 0.022 TL 12.00 PV Pipe: 22 -267.7 3.314 PL 11.00 PF 0.9 P102 23.0 0.0 14.6 0.0 10.0 100 FTG ---- PE 0.0 P103 23.0 0.0 15.5 0.0 0.082 TL 11.00 PV Pipe: 23 -388.3 3.314 PL 113.50 PF 18.4 P103 23.0 0.0 15.5 0.0 14.4 100 FTG ---- PE 0.0 P105 23.0 0.0 34.0 0.0 0.163 TL 113.50 PV Pipe: 24 -388.3 3.314 PL 121.00 PF 26.0 P105 23.0 0.0 34.0 0.0 14.4 100 FTG 4ET PE 0.0 Pilo 23.0 0.0 60.0 0.0 0.163 TL 159.90 PV Pipe: 28 -388.3 4.298 PL 9.00 PF 2.4 Pilo 23.0 0.0 60.0 0.0 8.6 100 FTG TD PE 3.9 P120 14.0 0.0 66.2 0.0 0.046 TL 52.30 PV Pipe: 29 -388.3 4.298 PL 11.00 PF 1.3 P120 14.0 0.0 66.2 0.0 8.6 120 FTG 3E PE 0.0 BF1 14.0 0.0 67.5 0.0 0.033 TL 38.74 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 DRY.SDF JOB TITLE: Anthology of Edmonds - L1 dry 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: 30 FIXED PRESSURE LOSS DEVICE BF2 14.0 0.0 72.5 0.0 5.0 psi, 388.3 gpm BF1 14.0 0.0 67.5 0.0 Pipe: 31 -388.3 4.298 PL 7.00 PF 0.5 BF2 14.0 0.0 72.5 0.0 8.6 150 FTG E PE 2.6 UG1 8.0 0.0 75.6 0.0 0.022 TL 20.97 PV Pipe: 32 -388.3 6.160 PL 55.00 PF 0.4 UG1 8.0 0.0 75.6 0.0 4.2 140 FTG TG PE -1.7 SRC 12.0 SRCE 74.3 (N/A) 0.004 TL 99.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621553 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 0.002 gpm and a maximum imbalance at any node of 0.063 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.4 ft/sec at pipe 23. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 87.03 psi with a flow of 677.52 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: Smith SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 DRY.SDF JOB TITLE: Anthology of Edmonds - L1 dry PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVl BfyVl GatVl 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: Z MATERIAL: SCH7 HWC: 100 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVl BfyVl GatVl AlmCh DPVly fleX 1.710 2.50 8.90 1.20 8.60 5.70 1.00 2.90 2.90 0.00 3.314 5.20 18.10 2.70 17.80 7.50 1.40 16.70 16.70 0.00 4.298 6.60 22.70 3.40 17.60 5.60 2.10 20.60 20.60 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 DRY.SDF JOB TITLE: Anthology of Edmonds - L1 dry WATER SUPPLY ANALYSIS 100.0 L E.1111K1] G A U G 60.0 E P R E 40.0 S S U R 20.0 E p s 0.0 i -14.7 Static: 88.00 psi Resid: 86.00 psi Flow: 1000.0 gpm LEGEND L q Available pressure 87.13 psi @ 638.3 gpm > Required pressure 74.26 psi @ 638.3 gpm Avail. OnSite Demand Press. 87.13 psi @ 388.3 gpm Req. OnSite Demand Press. 74.26 psi @ 388.3 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 200300 400 500 600 700 800 900 1000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 DRY.SDF JOB TITLE: Anthology of Edmonds - L1 dry WATER SUPPLY CURVE 96+ 86.0 psi @ 1000 gpm-> Flow Test Point X 72+ P 64+ R E S S 56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND IT I TV X = Required Water Supply IT 74.26 psi @ 638.3 gpm IT 8 + IT 0 = Available Water Supply " 87.13 psi @ 638.3 gpm " I 0++-+---+----+-----+------+----+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East Tacoma, Washington 98424 (253) 926-1880 FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME: ANTHOLOGY OF EDMONDS JOB NO.: NC22102 DATE: 09-08-2022 ADDRESS: 21200 72ND AVE W BY: SHANE C. EDMONDS, WA 98026 SYSTEM DESIGNATION: WET L1 HAZARD DESCRIPTION: LIGHT HAZARD HAZARD CLASS PER: NFPA #13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .10 GPM OVER THE MOST HYDRAULICALLY REMOTE 922.5 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM NODE 'SRC' IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 87 'C" FACTOR OVERHEAD: 120 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 225 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 FR56 TEMPERATURE: 155' K-FACTOR: 5.6 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 88 PSI RESIDUAL 86 PSI FLOW 1000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: BASE OF RISER DEMAND 218.3 GPM REQUIRED AT 51.0 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) CIIMMADV 383' 03-04-2019 CITY OF EDMONDS AT SITE 318.3 GPM REQUIRED AT 65.6 PSI AT CONNECTION TO SOURCE (INCLUDING 100 GPM FOR TOTAL HOSE STREAMS) - WASHINGTONS— — STAT— E CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott 10627-1019-C Level N I Smith Fire Systems, Inc. SMITHFS1360TV4 00 Expires I Signature CERTIFICATE OF COMPETENCY STAMP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 WET.SDF JOB TITLE: Anthology of Edmonds - L1 wet 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 88.0 86.0 1000.0 87.8 318.3 65.6 Available pressure is 22.2 psi (25%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 318.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 218.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 23.0 K= 5.60 13.2 20.4 S2 23.0 K= 5.60 13.4 20.5 S3 23.0 K= 5.60 12.3 19.6 S4 23.0 K= 5.60 14.2 21.1 S5 23.0 K= 5.60 15.9 22.3 S6 23.0 K= 5.60 15.2 21.8 S7 23.0 K= 5.60 15.3 21.9 S8 23.0 K= 5.60 15.9 22.3 S9 23.0 K= 5.60 17.0 23.1 S10 23.0 K= 5.60 20.3 25.2 1 24.0 13.6 - - - 2 24.0 - 13.8 - - - 3 24.0 - 13.9 - - - 4 24.0 - 14.6 - - - 5 24.0 - 16.4 - - - 6 24.0 - - - - 15.7 - - - 7 24.0 - - - - 15.8 - - - 8 24.0 - - - - 16.4 - - - 9 24.0 - - - - 17.6 - - - 10 24.0 - - - - 21.1 - - - 11 24.0 - - - - 20.3 - - - 12 24.0 - - - - 20.6 - - - 13 24.0 - - - - 21.5 - - - 15 24.0 - - - - 30.2 - - - 20 24.0 - - - - 42.6 - - - M1 20.0 - - - - 51.0 - - - M2 35.0 - - - - 44.9 - - - M4 35.0 - - - - 45.3 - - - M10 35.0 - - - - 47.1 - - - M15 35.0 - - - - 48.6 - - - M20 23.5 - - - - 54.3 - - - M25 23.5 - - - - 54.4 - - - M30 14.0 - - - - 59.0 - - - BF1 14.0 - - - - 59.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 WET.SDF JOB TITLE: Anthology of Edmonds - L1 wet NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) BF2 14.0 - - - - UG1 8.0 - - - - SRC 12.0 SOURCE PRESSURE DISCHARGE (PSI) (GPM) 64.4 - - - 67.2 - - - 65.6 218.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 WET.SDF JOB TITLE: Anthology of Edmonds - L1 wet 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 -20.4 1.049 PL 1.00 PF 0.8 S1 23.0 5.6 13.2 20.4 7.6 120 FTG T PE -0.4 1 24.0 0.0 13.6 0.0 0.135 TL 6.00 PV Pipe: 2 -20.5 1.049 PL 1.00 PF 0.8 S2 23.0 5.6 13.4 20.5 7.6 120 FTG T PE -0.4 2 24.0 0.0 13.8 0.0 0.136 TL 6.00 PV Pipe: 3 -19.6 1.049 PL 10.00 PF 2.1 S3 23.0 5.6 12.3 19.6 7.3 120 FTG ET PE -0.4 3 24.0 0.0 13.9 0.0 0.125 TL 17.00 PV Pipe: 4 -21.1 1.049 PL 1.00 PF 0.9 S4 23.0 5.6 14.2 21.1 7.8 120 FTG T PE -0.4 4 24.0 0.0 14.6 0.0 0.143 TL 6.00 PV Pipe: 5 -22.3 1.049 PL 1.00 PF 1.0 S5 23.0 5.6 15.9 22.3 8.3 120 FTG T PE -0.4 5 24.0 0.0 16.4 0.0 0.159 TL 6.00 PV Pipe: 6 -21.8 1.049 PL 1.00 PF 0.9 S6 23.0 5.6 15.2 21.8 8.1 120 FTG T PE -0.4 6 24.0 0.0 15.7 0.0 0.153 TL 6.00 PV Pipe: 7 -21.9 1.049 PL 1.00 PF 0.9 S7 23.0 5.6 15.3 21.9 8.1 120 FTG T PE -0.4 7 24.0 0.0 15.8 0.0 0.154 TL 6.00 PV Pipe: 8 -22.3 1.049 PL 1.00 PF 1.0 S8 23.0 5.6 15.9 22.3 8.3 120 FTG T PE -0.4 8 24.0 0.0 16.4 0.0 0.159 TL 6.00 PV Pipe: 9 -23.1 1.049 PL 1.00 PF 1.0 S9 23.0 5.6 17.0 23.1 8.6 120 FTG T PE -0.4 9 24.0 0.0 17.6 0.0 0.170 TL 6.00 PV Pipe: 10 -25.2 1.049 PL 1.00 PF 1.2 S10 23.0 5.6 20.3 25.2 9.4 120 FTG T PE -0.4 10 24.0 0.0 21.1 0.0 0.200 TL 6.00 PV Pipe: 11 -20.4 1.710 PL 12.00 PF 0.1 1 24.0 0.0 13.6 0.0 2.8 120 FTG PE 0.0 2 24.0 0.0 13.8 0.0 0.012 TL 12.00 PV Pipe: 12 -40.9 1.710 PL 4.00 PF 0.2 2 24.0 0.0 13.8 0.0 5.7 120 FTG ---- PE 0.0 3 24.0 0.0 13.9 0.0 0.045 TL 4.00 PV Pipe: 13 -60.5 1.710 PL 7.00 PF 0.7 3 24.0 0.0 13.9 0.0 8.4 120 FTG ---- PE 0.0 4 24.0 0.0 14.6 0.0 0.093 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 WET.SDF JOB TITLE: Anthology of Edmonds - L1 wet 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: 14 -81.5 1.710 PL 11.00 PF 1.8 4 24.0 0.0 14.6 0.0 11.4 120 FTG ---- PE 0.0 5 24.0 0.0 16.4 0.0 0.162 TL 11.00 PV Pipe: 15 -103.9 1.710 PL 3.00 PF 3.9 5 24.0 0.0 16.4 0.0 14.5 120 FTG T PE 0.0 11 24.0 0.0 20.3 0.0 0.254 TL 15.50 PV Pipe: 16 -21.8 1.710 PL 12.00 PF 0.2 6 24.0 0.0 15.7 0.0 3.0 120 FTG PE 0.0 7 24.0 0.0 15.8 0.0 0.014 TL 12.00 PV Pipe: 17 -43.7 1.710 PL 11.00 PF 0.6 7 24.0 0.0 15.8 0.0 6.1 120 FTG PE 0.0 8 24.0 0.0 16.4 0.0 0.051 TL 11.00 PV Pipe: 18 -66.0 1.710 PL 11.00 PF 1.2 8 24.0 0.0 16.4 0.0 9.2 120 FTG ---- PE 0.0 9 24.0 0.0 17.6 0.0 0.110 TL 11.00 PV Pipe: 19 -89.1 1.710 PL 3.00 PF 3.0 9 24.0 0.0 17.6 0.0 12.5 120 FTG T PE 0.0 12 24.0 0.0 20.6 0.0 0.191 TL 15.50 PV Pipe: 20 -25.2 1.710 PL 10.00 PF 0.4 10 24.0 0.0 21.1 0.0 3.5 120 FTG T PE 0.0 13 24.0 0.0 21.5 0.0 0.019 TL 22.50 PV Pipe: 21 -103.9 2.703 PL 9.00 PF 0.2 11 24.0 0.0 20.3 0.0 5.8 120 FTG ---- PE 0.0 12 24.0 0.0 20.6 0.0 0.027 TL 9.00 PV Pipe: 22 -193.0 2.703 PL 11.00 PF 0.9 12 24.0 0.0 20.6 0.0 10.8 120 FTG ---- PE 0.0 13 24.0 0.0 21.5 0.0 0.086 TL 11.00 PV Pipe: 23 -218.2 2.703 PL 81.00 PF 8.7 13 24.0 0.0 21.5 0.0 12.2 120 FTG PE 0.0 15 24.0 0.0 30.2 0.0 0.108 TL 81.00 PV Pipe: 24 -218.2 2.703 PL 66.00 PF 12.3 15 24.0 0.0 30.2 0.0 12.2 120 FTG 4ET PE 0.0 20 24.0 0.0 42.6 0.0 0.108 TL 114.50 PV Pipe: 25 218.2 2.703 PL 5.00 PF 6.7 M1 20.0 0.0 51.0 0.0 12.2 120 FTG ETCB PE -1.7 20 24.0 0.0 42.6 0.0 0.108 TL 62.40 PV Pipe: 26 -218.2 4.298 PL 15.00 PF 0.4 M1 20.0 0.0 51.0 0.0 4.8 120 FTG EB PE -6.5 M2 35.0 0.0 44.9 0.0 0.011 TL 32.10 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 WET.SDF JOB TITLE: Anthology of Edmonds - L1 wet 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: 27 -218.2 4.298 PL 27.00 PF 0.4 M2 35.0 0.0 44.9 0.0 4.8 120 FTG E PE 0.0 M4 35.0 0.0 45.3 0.0 0.011 TL 36.30 PV Pipe: 28 -218.2 4.298 PL 151.00 PF 1.8 M4 35.0 0.0 45.3 0.0 4.8 120 FTG E PE 0.0 M10 35.0 0.0 47.1 0.0 0.011 TL 160.30 PV Pipe: 29 -218.2 4.298 PL 97.00 PF 1.5 M10 35.0 0.0 47.1 0.0 4.8 120 FTG 4E PE 0.0 M15 35.0 0.0 48.6 0.0 0.011 TL 134.20 PV Pipe: 30 -218.2 4.298 PL 17.50 PF 0.7 M15 35.0 0.0 48.6 0.0 4.8 120 FTG ET PE 5.0 M20 23.5 0.0 54.3 0.0 0.011 TL 58.70 PV Pipe: 31 -218.2 4.298 PL 5.00 PF 0.2 M20 23.5 0.0 54.3 0.0 4.8 120 FTG E PE 0.0 M25 23.5 0.0 54.4 0.0 0.011 TL 14.30 PV Pipe: 40 -218.2 4.298 PL 9.50 PF 0.5 M25 23.5 0.0 54.4 0.0 4.8 120 FTG T PE 4.1 M30 14.0 0.0 59.0 0.0 0.011 TL 41.40 PV Pipe: 41 -218.2 4.298 PL 9.50 PF 0.4 M30 14.0 0.0 59.0 0.0 4.8 120 FTG 3E PE 0.0 BF1 14.0 0.0 59.4 0.0 0.011 TL 37.40 PV Pipe: 42 FIXED PRESSURE LOSS DEVICE BF2 14.0 0.0 64.4 0.0 5.0 psi, 218.2 gpm BF1 14.0 0.0 59.4 0.0 Pipe: 43 -218.2 4.298 PL 7.00 PF 0.2 BF2 14.0 0.0 64.4 0.0 4.8 150 FTG E PE 2.6 UG1 8.0 0.0 67.2 0.0 0.007 TL 21.05 PV Pipe: 44 -218.3 6.160 PL 55.00 PF 0.1 UG1 8.0 0.0 67.2 0.0 2.3 140 FTG TG PE -1.7 SRC 12.0 SRCE 65.6 (N/A) 0.001 TL 99.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621553 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 0.005 gpm and a maximum imbalance at any node of 0.192 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 WET.SDF JOB TITLE: Anthology of Edmonds - L1 wet (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.5 ft/sec at pipe 15. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 87.70 psi with a flow of 360.31 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: Smith PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVl BfyVl GatVl 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVl BfyVl GatV1 AlmCh DPVly fleX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 0.00 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 2.703 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 0.00 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 WET.SDF JOB TITLE: Anthology of Edmonds - L1 wet WATER SUPPLY ANALYSIS 100.0 L E.1111K1] G A U G 60.0 E P R E 40.0 S S U R 20.0 E p s 0.0 i -14.7 Static: 88.00 psi Resid: 86.00 psi Flow: 1000.0 gpm LEGEND L q Available pressure 87.76 psi @ 318.3 gpm > Required pressure 65.60 psi @ 318.3 gpm Avail. OnSite Demand Press. 87.76 psi @ 218.3 gpm Req. OnSite Demand Press. 65.60 psi @ 218.3 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 200300 400 500 600 700 800 900 1000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L1 WET.SDF JOB TITLE: Anthology of Edmonds - L1 wet WATER SUPPLY CURVE 96+ 86.0 psi @ 1000 gpm-> Flow Test Point 72+ 94 P 64+ R E S S 56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND IT I TV X = Required Water Supply IT 65.60 psi @ 318.3 gpm IT 8 + IT 0 = Available Water Supply " 87.76 psi @ 318.3 gpm " I 0++-+---+----+-----+------+----+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East Tacoma, Washington 98424 (253) 926-1880 FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME: ANTHOLOGY OF EDMONDS JOB NO.: NC22102 DATE: 09-08-2022 ADDRESS: 21200 72ND AVE W BY: SHANE C. EDMONDS, WA 98026 SYSTEM DESIGNATION: WET L2 HAZARD DESCRIPTION: RESIDENTIAL HAZARD CLASS PER: NFPA #13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .10 GPM OVER THE MOST HYDRAULICALLY REMOTE 8 SPRINKLERS ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM NODE 'SRC' IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 292 'C" FACTOR OVERHEAD: 150 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 170 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 RES 49 TEMPERATURE: 1550 K-FACTOR: 4•9 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 88 PSI RESIDUAL 86 PSI FLOW 1000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: BASE OF RISER DEMAND 141.5 GPM REQUIRED AT 47.0 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) CIIMMADV 383' 03-04-2019 CITY OF EDMONDS AT SITE 241.5 GPM REQUIRED AT 61.8 PSI AT CONNECTION TO SOURCE (INCLUDING 100 GPM FOR TOTAL HOSE STREAMS) WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott 10627-1019-C Level N I Smith Fire Systems, Inc. o SMITHFS1360T =� o ❑ Expires I P/31/22 Signature CERTIFICATE OF COMPETENCY STAMP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L2 WET.SDF JOB TITLE: Anthology of Edmonds - L2 Residential 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 88.0 86.0 1000.0 87.9 241.5 61.8 Available pressure is 26.0 psi (30%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 241.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 141.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 5201 35.0 K= 4.90 12.0 17.0 5202 35.0 K= 4.90 12.4 17.3 5203 35.0 K= 4.90 12.2 17.1 5204 35.0 K= 4.90 13.5 18.0 5205 35.0 K= 4.90 13.3 17.9 5206 35.0 K= 4.90 13.9 18.3 5207 35.0 K= 4.90 13.7 18.1 5208 35.0 K= 4.90 13.2 17.8 201 36.0 - - - - 11.9 - - - 202 36.0 - - - - 12.3 - - - 203 36.0 - - - - 12.1 - - - 204 36.0 - - - - 13.4 - - - 205 36.0 - - - - 13.6 - - - 206 36.0 - - - - 13.8 - - - 207 36.0 - - - - 13.6 - - - 210 36.0 - - - - 27.1 - - - 211 36.0 - - - - 28.5 - - - 212 36.0 - - - - 28.7 - - - 213 36.0 - - - - 29.5 - - - 214 36.0 - - - - 29.6 - - - 215 36.0 - - - - 29.7 - - - 216 36.0 - - - - 29.5 - - - 217 36.0 - - - - 29.1 - - - 218 36.0 - - - - 28.4 - - - 219 36.0 - - - - 30.2 - - - 220 36.0 - - - - 30.2 - - - 221 36.0 - - - - 29.8 - - - 222 36.0 - - - - 30.2 - - - 223 36.0 - - - - 31.2 - - - 224 36.0 - - - - 32.0 - - - 225 36.0 - - - - 32.4 - - - 226 36.0 - - - - 33.9 - - - 230 36.0 - - - - 39.7 - - - 235 30.0 - - - - 47.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L2 WET.SDF JOB TITLE: Anthology of Edmonds - L2 Residential NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) M5 34.5 - - - - 45.0 - - - M10 34.5 - - - - 45.5 - - - M15 34.5 - - - - 46.2 - - - M20 23.5 - - - - 51.2 - - - M25 23.5 - - - - 51.3 - - - M30 14.0 - - - - 55.6 - - - BF1 14.0 - - - - 55.8 - - - BF2 14.0 - - - - 60.8 - - - UG1 8.0 - - - - 63.5 - - - SRC 12.0 SOURCE 61.8 141.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L2 WET.SDF JOB TITLE: Anthology of Edmonds - L2 Residential 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 -17.0 1.101 PL 1.00 PF 0.3 5201 35.0 4.9 12.0 17.0 5.7 150 FTG T PE -0.4 201 36.0 0.0 11.9 0.0 0.050 TL 6.00 PV Pipe: 2 -17.3 1.101 PL 1.00 PF 0.3 5202 35.0 4.9 12.4 17.3 5.8 150 FTG T PE -0.4 202 36.0 0.0 12.3 0.0 0.052 TL 6.00 PV Pipe: 3 -17.1 1.101 PL 1.00 PF 0.3 5203 35.0 4.9 12.2 17.1 5.8 150 FTG T PE -0.4 203 36.0 0.0 12.1 0.0 0.051 TL 6.00 PV Pipe: 4 -18.0 1.101 PL 1.00 PF 0.3 5204 35.0 4.9 13.5 18.0 6.1 150 FTG T PE -0.4 204 36.0 0.0 13.4 0.0 0.056 TL 6.00 PV Pipe: 5 -17.9 1.101 PL 3.00 PF 0.7 5205 35.0 4.9 13.3 17.9 6.0 150 FTG ET PE -0.4 205 36.0 0.0 13.6 0.0 0.055 TL 13.00 PV Pipe: 6 -18.3 1.101 PL 1.00 PF 0.3 5206 35.0 4.9 13.9 18.3 6.2 150 FTG T PE -0.4 206 36.0 0.0 13.8 0.0 0.057 TL 6.00 PV Pipe: 7 -18.1 1.101 PL 1.00 PF 0.3 5207 35.0 4.9 13.7 18.1 6.1 150 FTG T PE -0.4 207 36.0 0.0 13.6 0.0 0.057 TL 6.00 PV Pipe: 8 -17.8 1.101 PL 9.00 PF 0.8 5208 35.0 4.9 13.2 17.8 6.0 150 FTG T PE -0.4 207 36.0 0.0 13.6 0.0 0.055 TL 14.00 PV Pipe: 9 -17.1 1.101 PL 5.00 PF 0.3 203 36.0 0.0 12.1 0.0 5.8 150 FTG ---- PE 0.0 202 36.0 0.0 12.3 0.0 0.051 TL 5.00 PV Pipe: 11 -17.0 1.101 PL 8.00 PF 0.4 201 36.0 0.0 11.9 0.0 5.7 150 FTG ---- PE 0.0 202 36.0 0.0 12.3 0.0 0.050 TL 8.00 PV Pipe: 12 -51.4 1.598 PL 9.00 PF 1.1 202 36.0 0.0 12.3 0.0 8.2 150 FTG T PE 0.0 204 36.0 0.0 13.4 0.0 0.064 TL 17.00 PV Pipe: 13 -43.0 1.598 PL 4.00 PF 0.2 204 36.0 0.0 13.4 0.0 6.9 150 FTG ---- PE 0.0 207 36.0 0.0 13.6 0.0 0.046 TL 4.00 PV Pipe: 14 -26.3 1.598 PL 4.00 PF 0.2 204 36.0 0.0 13.4 0.0 4.2 150 FTG T PE 0.0 205 36.0 0.0 13.6 0.0 0.018 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L2 WET.SDF JOB TITLE: Anthology of Edmonds - L2 Residential 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: 15 -44.2 1.598 PL 4.00 PF 0.2 205 36.0 0.0 13.6 0.0 7.1 150 FTG ---- PE 0.0 206 36.0 0.0 13.8 0.0 0.048 TL 4.00 PV Pipe: 16 -62.5 1.598 PL 152.00 PF 14.6 206 36.0 0.0 13.8 0.0 10.0 150 FTG T PE 0.0 218 36.0 0.0 28.4 0.0 0.091 TL 160.00 PV Pipe: 17 -79.0 1.598 PL 80.00 PF 13.5 207 36.0 0.0 13.6 0.0 12.6 150 FTG 2T PE 0.0 210 36.0 0.0 27.1 0.0 0.141 TL 96.00 PV Pipe: 18 -50.7 1.598 PL 15.00 PF 1.4 210 36.0 0.0 27.1 0.0 8.1 150 FTG T PE 0.0 211 36.0 0.0 28.5 0.0 0.062 TL 23.00 PV Pipe: 19 -28.3 1.598 PL 68.00 PF 1.6 210 36.0 0.0 27.1 0.0 4.5 150 FTG E PE 0.0 212 36.0 0.0 28.7 0.0 0.021 TL 75.00 PV Pipe: 20 9.0 1.598 PL 53.00 PF 0.2 212 36.0 0.0 28.7 0.0 1.4 150 FTG T PE 0.0 211 36.0 0.0 28.5 0.0 0.003 TL 61.00 PV Pipe: 21 -41.7 1.598 PL 15.00 PF 0.6 211 36.0 0.0 28.5 0.0 6.7 150 FTG ---- PE 0.0 217 36.0 0.0 29.1 0.0 0.043 TL 15.00 PV Pipe: 22 -19.0 1.598 PL 100.00 PF 1.0 217 36.0 0.0 29.1 0.0 3.0 150 FTG PE 0.0 219 36.0 0.0 30.2 0.0 0.010 TL 100.00 PV Pipe: 23 -10.8 1.598 PL 15.00 PF 0.1 219 36.0 0.0 30.2 0.0 1.7 150 FTG ---- PE 0.0 220 36.0 0.0 30.2 0.0 0.004 TL 15.00 PV Pipe: 24 27.2 1.598 PL 15.00 PF 0.4 220 36.0 0.0 30.2 0.0 4.3 150 FTG T PE 0.0 221 36.0 0.0 29.8 0.0 0.020 TL 23.00 PV Pipe: 25 -62.5 1.598 PL 15.00 PF 1.4 218 36.0 0.0 28.4 0.0 10.0 150 FTG ---- PE 0.0 221 36.0 0.0 29.8 0.0 0.091 TL 15.00 PV Pipe: 26 -8.2 1.598 PL 16.00 PF 0.1 219 36.0 0.0 30.2 0.0 1.3 150 FTG T PE 0.0 222 36.0 0.0 30.2 0.0 0.002 TL 24.00 PV Pipe: 27 -22.7 1.598 PL 16.00 PF 0.3 217 36.0 0.0 29.1 0.0 3.6 150 FTG T PE 0.0 216 36.0 0.0 29.5 0.0 0.014 TL 24.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L2 WET.SDF JOB TITLE: Anthology of Edmonds - L2 Residential 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: 28 -14.6 1.598 PL 100.00 PF 0.7 216 36.0 0.0 29.5 0.0 2.3 150 FTG 2T PE 0.0 222 36.0 0.0 30.2 0.0 0.006 TL 116.00 PV Pipe: 29 -8.1 1.598 PL 60.00 PF 0.1 216 36.0 0.0 29.5 0.0 1.3 150 FTG T PE 0.0 214 36.0 0.0 29.6 0.0 0.002 TL 68.00 PV Pipe: 30 -37.3 1.598 PL 23.00 PF 0.8 212 36.0 0.0 28.7 0.0 6.0 150 FTG PE 0.0 213 36.0 0.0 29.5 0.0 0.035 TL 23.00 Pv Pipe: 31 -15.9 1.598 PL 15.00 PF 0.2 213 36.0 0.0 29.5 0.0 2.5 150 FTG T PE 0.0 214 36.0 0.0 29.6 0.0 0.007 TL 23.00 PV Pipe: 32 -21.4 1.598 PL 12.00 PF 0.3 213 36.0 0.0 29.5 0.0 3.4 150 FTG T PE 0.0 215 36.0 0.0 29.7 0.0 0.013 TL 20.00 PV Pipe: 33 -21.4 1.598 PL 164.00 PF 2.3 215 36.0 0.0 29.7 0.0 3.4 150 FTG 2T PE 0.0 224 36.0 0.0 32.0 0.0 0.013 TL 180.00 PV Pipe: 34 -23.9 1.598 PL 100.00 PF 1.5 214 36.0 0.0 29.6 0.0 3.8 150 FTG ---- PE 0.0 223 36.0 0.0 31.2 0.0 0.015 TL 100.00 PV Pipe: 35 -46.8 1.598 PL 15.00 PF 0.8 223 36.0 0.0 31.2 0.0 7.5 150 FTG PE 0.0 224 36.0 0.0 32.0 0.0 0.053 TL 15.00 PV Pipe: 36 -22.8 1.598 PL 60.00 PF 1.0 222 36.0 0.0 30.2 0.0 3.7 150 FTG T PE 0.0 223 36.0 0.0 31.2 0.0 0.014 TL 68.00 PV Pipe: 37 -68.1 1.598 PL 10.00 PF 1.9 224 36.0 0.0 32.0 0.0 10.9 150 FTG T PE 0.0 226 36.0 0.0 33.9 0.0 0.107 TL 18.00 PV Pipe: 38 -38.0 1.598 PL 53.00 PF 2.2 220 36.0 0.0 30.2 0.0 6.1 150 FTG T PE 0.0 225 36.0 0.0 32.4 0.0 0.036 TL 61.00 PV Pipe: 39 -35.3 1.598 PL 68.00 PF 2.7 221 36.0 0.0 29.8 0.0 5.6 150 FTG 2T PE 0.0 225 36.0 0.0 32.4 0.0 0.032 TL 84.00 PV Pipe: 40 -73.3 1.598 PL 12.00 PF 1.5 225 36.0 0.0 32.4 0.0 11.7 150 FTG ---- PE 0.0 226 36.0 0.0 33.9 0.0 0.123 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L2 WET.SDF JOB TITLE: Anthology of Edmonds - L2 Residential 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: 41 -141.5 2.003 PL 13.00 PF 5.8 226 36.0 0.0 33.9 0.0 14.4 150 FTG E2T PE 0.0 230 36.0 0.0 39.7 0.0 0.138 TL 42.00 PV Pipe: 42 141.5 2.003 PL 7.00 PF 4.7 235 30.0 0.0 47.0 0.0 14.4 150 FTG ETCB PE -2.6 230 36.0 0.0 39.7 0.0 0.138 TL 34.00 PV Pipe: 45 -141.5 4.298 PL 4.50 PF 0.0 235 30.0 0.0 47.0 0.0 3.1 120 FTG ---- PE -1.9 M5 34.5 0.0 45.0 0.0 0.005 TL 4.50 PV Pipe: 46 -141.5 4.298 PL 12.00 PF 0.5 M5 34.5 0.0 45.0 0.0 3.1 120 FTG E2TB PE 0.0 M10 34.5 0.0 45.5 0.0 0.005 TL 92.90 PV Pipe: 47 -141.5 4.298 PL 97.00 PF 0.7 M10 34.5 0.0 45.5 0.0 3.1 120 FTG 4E PE 0.0 M15 34.5 0.0 46.2 0.0 0.005 TL 134.20 PV Pipe: 48 -141.5 4.298 PL 17.50 PF 0.3 M15 34.5 0.0 46.2 0.0 3.1 120 FTG ET PE 4.8 M20 23.5 0.0 51.2 0.0 0.005 TL 58.70 PV Pipe: 49 -141.5 4.298 PL 5.00 PF 0.1 M20 23.5 0.0 51.2 0.0 3.1 120 FTG E PE 0.0 M25 23.5 0.0 51.3 0.0 0.005 TL 14.30 PV Pipe: 50 -141.5 4.298 PL 9.50 PF 0.2 M25 23.5 0.0 51.3 0.0 3.1 120 FTG T PE 4.1 M30 14.0 0.0 55.6 0.0 0.005 TL 41.40 PV Pipe: 51 -141.5 4.298 PL 9.50 PF 0.2 M30 14.0 0.0 55.6 0.0 3.1 120 FTG 3E PE 0.0 BF1 14.0 0.0 55.8 0.0 0.005 TL 37.40 PV Pipe: 52 FIXED PRESSURE LOSS DEVICE BF2 14.0 0.0 60.8 0.0 5.0 psi, 141.5 gpm BF1 14.0 0.0 55.8 0.0 Pipe: 53 -141.5 4.298 PL 7.00 PF 0.1 BF2 14.0 0.0 60.8 0.0 3.1 150 FTG E PE 2.6 UG1 8.0 0.0 63.5 0.0 0.003 TL 21.05 PV Pipe: 54 -141.5 6.160 PL 55.00 PF 0.1 UG1 8.0 0.0 63.5 0.0 1.5 140 FTG TG PE -1.7 SRC 12.0 SRCE 61.8 (N/A) 0.001 TL 99.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L2 WET.SDF JOB TITLE: Anthology of Edmonds - L2 Residential NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621553 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 0.002 gpm and a maximum imbalance at any node of 0.094 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.4 ft/sec at pipe 41. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 87.81 psi with a flow of 278.59 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: Smith PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVl BfyVl GatVl 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: P MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C G B Ell Tee 45 teeRu Coup Gva Bfy 1.101 5.00 5.00 1.00 1.00 1.00 1.00 4.00 1.598 7.00 8.00 2.00 1.00 1.00 1.00 6.00 2.003 9.00 10.00 2.00 1.00 1.00 2.00 7.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVl BfyVl GatVl AlmCh DPVly fleX 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L2 WET.SDF JOB TITLE: Anthology of Edmonds - L2 Residential WATER SUPPLY ANALYSIS 100.0 L G A U G 60.0 E P R E 40.0 S S U R 20.0 E p s 0.0 i -14.7 Static: 88.00 psi Resid: 86.00 psi Flow: 1000.0 gpm LEGEND L q Available pressure 87.86 psi @ 241.5 gpm > Required pressure 61.83 psi @ 241.5 gpm Avail. OnSite Demand Press. 87.86 psi @ 141.5 gpm Req. OnSite Demand Press. 61.83 psi @ 141.5 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 200300 400 500 600 700 800 900 1000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L2 WET.SDF JOB TITLE: Anthology of Edmonds - L2 Residential WATER SUPPLY CURVE 96+ 86.0 psi @ 1000 gpm-> Flow Test Point 72+ P 64+ R X E S S 56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND IT I TV X = Required Water Supply IT 61.83 psi @ 241.5 gpm IT 8 + IT 0 = Available Water Supply " 87.86 psi @ 241.5 gpm " I 0++-+---+----+-----+------+----+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East Tacoma, Washington 98424 (253) 926-1880 FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME: ANTHOLOGY OF EDMONDS JOB NO.: NC22102 DATE: 09-08-2022 ADDRESS: 21200 72ND AVE W BY: SHANE C. EDMONDS, WA 98026 SYSTEM DESIGNATION: WET L3 HAZARD DESCRIPTION: RESIDENTIAL HAZARD CLASS PER: NFPA #13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .10 GPM OVER THE MOST HYDRAULICALLY REMOTE 8 SPRINKLERS ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM NODE 'SRC' IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 292 'C" FACTOR OVERHEAD: 150 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 170 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 RES 49 TEMPERATURE: 1550 K-FACTOR: 4•9 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 88 PSI RESIDUAL 86 PSI FLOW 1000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: BASE OF RISER DEMAND 141.5 GPM REQUIRED AT 47.0 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) CIIMMADV 383' 03-04-2019 CITY OF EDMONDS AT SITE 241.5 GPM REQUIRED AT 66.2 PSI AT CONNECTION TO SOURCE (INCLUDING 100 GPM FOR TOTAL HOSE STREAMS) — — — WASHINGTON— STAT— E CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott 0627-1019-C Level N Smith Fire Systems, Inc. o SMITHFS1360T 0 �� 00 V4 Expires I 2/3 //22 Signature CERTIFICATE OF COMPETENCY STAMP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L3 WET.SDF JOB TITLE: Anthology of Edmonds - L3 Residential 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 88.0 86.0 1000.0 87.9 241.5 66.2 Available pressure is 21.7 psi (25%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 241.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 141.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 5301 45.0 K= 4.90 12.0 17.0 5302 45.0 K= 4.90 12.4 17.3 5303 45.0 K= 4.90 12.2 17.1 5304 45.0 K= 4.90 13.5 18.0 5305 45.0 K= 4.90 13.3 17.9 5306 45.0 K= 4.90 13.9 18.3 5307 45.0 K= 4.90 13.7 18.1 5308 45.0 K= 4.90 13.2 17.8 301 46.0 - - - - 11.9 - - - 302 46.0 - - - - 12.3 - - - 303 46.0 - - - - 12.1 - - - 304 46.0 - - - - 13.4 - - - 305 46.0 - - - - 13.6 - - - 306 46.0 - - - - 13.8 - - - 307 46.0 - - - - 13.6 - - - 310 46.0 - - - - 27.1 - - - 311 46.0 - - - - 28.5 - - - 312 46.0 - - - - 28.7 - - - 313 46.0 - - - - 29.5 - - - 314 46.0 - - - - 29.6 - - - 315 46.0 - - - - 29.7 - - - 316 46.0 - - - - 29.5 - - - 317 46.0 - - - - 29.1 - - - 318 46.0 - - - - 28.4 - - - 319 46.0 - - - - 30.2 - - - 320 46.0 - - - - 30.2 - - - 321 46.0 - - - - 29.8 - - - 322 46.0 - - - - 30.2 - - - 323 46.0 - - - - 31.2 - - - 324 46.0 - - - - 32.0 - - - 325 46.0 - - - - 32.4 - - - 326 46.0 - - - - 33.9 - - - 330 46.0 - - - - 39.7 - - - 335 40.0 - - - - 47.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L3 WET.SDF JOB TITLE: Anthology of Edmonds - L3 Residential NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) M5 34.5 - - - - 49.4 - - - M10 34.5 - - - - 49.8 - - - M15 34.5 - - - - 50.5 - - - M20 23.5 - - - - 55.6 - - - M25 23.5 - - - - 55.7 - - - M30 14.0 - - - - 60.0 - - - BF1 14.0 - - - - 60.2 - - - BF2 14.0 - - - - 65.2 - - - UG1 8.0 - - - - 67.8 - - - SRC 12.0 SOURCE 66.2 141.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L3 WET.SDF JOB TITLE: Anthology of Edmonds - L3 Residential 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 -17.0 1.101 PL 1.00 PF 0.3 5301 45.0 4.9 12.0 17.0 5.7 150 FTG T PE -0.4 301 46.0 0.0 11.9 0.0 0.050 TL 6.00 PV Pipe: 2 -17.3 1.101 PL 1.00 PF 0.3 5302 45.0 4.9 12.4 17.3 5.8 150 FTG T PE -0.4 302 46.0 0.0 12.3 0.0 0.052 TL 6.00 PV Pipe: 3 -17.1 1.101 PL 1.00 PF 0.3 5303 45.0 4.9 12.2 17.1 5.8 150 FTG T PE -0.4 303 46.0 0.0 12.1 0.0 0.051 TL 6.00 PV Pipe: 4 -18.0 1.101 PL 1.00 PF 0.3 5304 45.0 4.9 13.5 18.0 6.1 150 FTG T PE -0.4 304 46.0 0.0 13.4 0.0 0.056 TL 6.00 PV Pipe: 5 -17.9 1.101 PL 3.00 PF 0.7 5305 45.0 4.9 13.3 17.9 6.0 150 FTG ET PE -0.4 305 46.0 0.0 13.6 0.0 0.055 TL 13.00 PV Pipe: 6 -18.3 1.101 PL 1.00 PF 0.3 5306 45.0 4.9 13.9 18.3 6.2 150 FTG T PE -0.4 306 46.0 0.0 13.8 0.0 0.057 TL 6.00 PV Pipe: 7 -18.1 1.101 PL 1.00 PF 0.3 5307 45.0 4.9 13.7 18.1 6.1 150 FTG T PE -0.4 307 46.0 0.0 13.6 0.0 0.057 TL 6.00 PV Pipe: 8 -17.8 1.101 PL 9.00 PF 0.8 5308 45.0 4.9 13.2 17.8 6.0 150 FTG T PE -0.4 307 46.0 0.0 13.6 0.0 0.055 TL 14.00 PV Pipe: 9 -17.1 1.101 PL 5.00 PF 0.3 303 46.0 0.0 12.1 0.0 5.8 150 FTG ---- PE 0.0 302 46.0 0.0 12.3 0.0 0.051 TL 5.00 PV Pipe: 11 -17.0 1.101 PL 8.00 PF 0.4 301 46.0 0.0 11.9 0.0 5.7 150 FTG ---- PE 0.0 302 46.0 0.0 12.3 0.0 0.050 TL 8.00 PV Pipe: 12 -51.4 1.598 PL 9.00 PF 1.1 302 46.0 0.0 12.3 0.0 8.2 150 FTG T PE 0.0 304 46.0 0.0 13.4 0.0 0.064 TL 17.00 PV Pipe: 13 -43.0 1.598 PL 4.00 PF 0.2 304 46.0 0.0 13.4 0.0 6.9 150 FTG ---- PE 0.0 307 46.0 0.0 13.6 0.0 0.046 TL 4.00 PV Pipe: 14 -26.3 1.598 PL 4.00 PF 0.2 304 46.0 0.0 13.4 0.0 4.2 150 FTG T PE 0.0 305 46.0 0.0 13.6 0.0 0.018 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L3 WET.SDF JOB TITLE: Anthology of Edmonds - L3 Residential 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: 15 -44.2 1.598 PL 4.00 PF 0.2 305 46.0 0.0 13.6 0.0 7.1 150 FTG ---- PE 0.0 306 46.0 0.0 13.8 0.0 0.048 TL 4.00 PV Pipe: 16 -62.5 1.598 PL 152.00 PF 14.6 306 46.0 0.0 13.8 0.0 10.0 150 FTG T PE 0.0 318 46.0 0.0 28.4 0.0 0.091 TL 160.00 PV Pipe: 17 -79.0 1.598 PL 80.00 PF 13.5 307 46.0 0.0 13.6 0.0 12.6 150 FTG 2T PE 0.0 310 46.0 0.0 27.1 0.0 0.141 TL 96.00 PV Pipe: 18 -50.7 1.598 PL 15.00 PF 1.4 310 46.0 0.0 27.1 0.0 8.1 150 FTG T PE 0.0 311 46.0 0.0 28.5 0.0 0.062 TL 23.00 PV Pipe: 19 -28.3 1.598 PL 68.00 PF 1.6 310 46.0 0.0 27.1 0.0 4.5 150 FTG E PE 0.0 312 46.0 0.0 28.7 0.0 0.021 TL 75.00 PV Pipe: 20 9.0 1.598 PL 53.00 PF 0.2 312 46.0 0.0 28.7 0.0 1.4 150 FTG T PE 0.0 311 46.0 0.0 28.5 0.0 0.003 TL 61.00 PV Pipe: 21 -41.7 1.598 PL 15.00 PF 0.6 311 46.0 0.0 28.5 0.0 6.7 150 FTG ---- PE 0.0 317 46.0 0.0 29.1 0.0 0.043 TL 15.00 PV Pipe: 22 -19.0 1.598 PL 100.00 PF 1.0 317 46.0 0.0 29.1 0.0 3.0 150 FTG PE 0.0 319 46.0 0.0 30.2 0.0 0.010 TL 100.00 PV Pipe: 23 -10.8 1.598 PL 15.00 PF 0.1 319 46.0 0.0 30.2 0.0 1.7 150 FTG ---- PE 0.0 320 46.0 0.0 30.2 0.0 0.004 TL 15.00 PV Pipe: 24 27.2 1.598 PL 15.00 PF 0.4 320 46.0 0.0 30.2 0.0 4.3 150 FTG T PE 0.0 321 46.0 0.0 29.8 0.0 0.020 TL 23.00 PV Pipe: 25 -62.5 1.598 PL 15.00 PF 1.4 318 46.0 0.0 28.4 0.0 10.0 150 FTG ---- PE 0.0 321 46.0 0.0 29.8 0.0 0.091 TL 15.00 PV Pipe: 26 -8.2 1.598 PL 16.00 PF 0.1 319 46.0 0.0 30.2 0.0 1.3 150 FTG T PE 0.0 322 46.0 0.0 30.2 0.0 0.002 TL 24.00 PV Pipe: 27 -22.7 1.598 PL 16.00 PF 0.3 317 46.0 0.0 29.1 0.0 3.6 150 FTG T PE 0.0 316 46.0 0.0 29.5 0.0 0.014 TL 24.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L3 WET.SDF JOB TITLE: Anthology of Edmonds - L3 Residential 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: 28 -14.6 1.598 PL 100.00 PF 0.7 316 46.0 0.0 29.5 0.0 2.3 150 FTG 2T PE 0.0 322 46.0 0.0 30.2 0.0 0.006 TL 116.00 PV Pipe: 29 -8.1 1.598 PL 60.00 PF 0.1 316 46.0 0.0 29.5 0.0 1.3 150 FTG T PE 0.0 314 46.0 0.0 29.6 0.0 0.002 TL 68.00 PV Pipe: 30 -37.3 1.598 PL 23.00 PF 0.8 312 46.0 0.0 28.7 0.0 6.0 150 FTG PE 0.0 313 46.0 0.0 29.5 0.0 0.035 TL 23.00 Pv Pipe: 31 -15.9 1.598 PL 15.00 PF 0.2 313 46.0 0.0 29.5 0.0 2.5 150 FTG T PE 0.0 314 46.0 0.0 29.6 0.0 0.007 TL 23.00 PV Pipe: 32 -21.4 1.598 PL 12.00 PF 0.3 313 46.0 0.0 29.5 0.0 3.4 150 FTG T PE 0.0 315 46.0 0.0 29.7 0.0 0.013 TL 20.00 PV Pipe: 33 -21.4 1.598 PL 164.00 PF 2.3 315 46.0 0.0 29.7 0.0 3.4 150 FTG 2T PE 0.0 324 46.0 0.0 32.0 0.0 0.013 TL 180.00 PV Pipe: 34 -23.9 1.598 PL 100.00 PF 1.5 314 46.0 0.0 29.6 0.0 3.8 150 FTG ---- PE 0.0 323 46.0 0.0 31.2 0.0 0.015 TL 100.00 PV Pipe: 35 -46.8 1.598 PL 15.00 PF 0.8 323 46.0 0.0 31.2 0.0 7.5 150 FTG PE 0.0 324 46.0 0.0 32.0 0.0 0.053 TL 15.00 PV Pipe: 36 -22.8 1.598 PL 60.00 PF 1.0 322 46.0 0.0 30.2 0.0 3.7 150 FTG T PE 0.0 323 46.0 0.0 31.2 0.0 0.014 TL 68.00 PV Pipe: 37 -68.1 1.598 PL 10.00 PF 1.9 324 46.0 0.0 32.0 0.0 10.9 150 FTG T PE 0.0 326 46.0 0.0 33.9 0.0 0.107 TL 18.00 PV Pipe: 38 -38.0 1.598 PL 53.00 PF 2.2 320 46.0 0.0 30.2 0.0 6.1 150 FTG T PE 0.0 325 46.0 0.0 32.4 0.0 0.036 TL 61.00 PV Pipe: 39 -35.3 1.598 PL 68.00 PF 2.7 321 46.0 0.0 29.8 0.0 5.6 150 FTG 2T PE 0.0 325 46.0 0.0 32.4 0.0 0.032 TL 84.00 PV Pipe: 40 -73.3 1.598 PL 12.00 PF 1.5 325 46.0 0.0 32.4 0.0 11.7 150 FTG ---- PE 0.0 326 46.0 0.0 33.9 0.0 0.123 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L3 WET.SDF JOB TITLE: Anthology of Edmonds - L3 Residential 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: 41 -141.5 2.003 PL 13.00 PF 5.8 326 46.0 0.0 33.9 0.0 14.4 150 FTG E2T PE 0.0 330 46.0 0.0 39.7 0.0 0.138 TL 42.00 PV Pipe: 42 141.5 2.003 PL 7.00 PF 4.7 335 40.0 0.0 47.0 0.0 14.4 150 FTG ETCB PE -2.6 330 46.0 0.0 39.7 0.0 0.138 TL 34.00 PV Pipe: 45 -141.5 4.298 PL 5.50 PF 0.0 335 40.0 0.0 47.0 0.0 3.1 120 FTG ---- PE 2.4 M5 34.5 0.0 49.4 0.0 0.005 TL 5.50 PV Pipe: 46 -141.5 4.298 PL 12.00 PF 0.5 M5 34.5 0.0 49.4 0.0 3.1 120 FTG E2TB PE 0.0 M10 34.5 0.0 49.8 0.0 0.005 TL 92.90 PV Pipe: 47 -141.5 4.298 PL 97.00 PF 0.7 M10 34.5 0.0 49.8 0.0 3.1 120 FTG 4E PE 0.0 M15 34.5 0.0 50.5 0.0 0.005 TL 134.20 PV Pipe: 48 -141.5 4.298 PL 17.50 PF 0.3 M15 34.5 0.0 50.5 0.0 3.1 120 FTG ET PE 4.8 M20 23.5 0.0 55.6 0.0 0.005 TL 58.70 PV Pipe: 49 -141.5 4.298 PL 5.00 PF 0.1 M20 23.5 0.0 55.6 0.0 3.1 120 FTG E PE 0.0 M25 23.5 0.0 55.7 0.0 0.005 TL 14.30 PV Pipe: 50 -141.5 4.298 PL 9.50 PF 0.2 M25 23.5 0.0 55.7 0.0 3.1 120 FTG T PE 4.1 M30 14.0 0.0 60.0 0.0 0.005 TL 41.40 PV Pipe: 51 -141.5 4.298 PL 9.50 PF 0.2 M30 14.0 0.0 60.0 0.0 3.1 120 FTG 3E PE 0.0 BF1 14.0 0.0 60.2 0.0 0.005 TL 37.40 PV Pipe: 52 FIXED PRESSURE LOSS DEVICE BF2 14.0 0.0 65.2 0.0 5.0 psi, 141.5 gpm BF1 14.0 0.0 60.2 0.0 Pipe: 53 -141.5 4.298 PL 7.00 PF 0.1 BF2 14.0 0.0 65.2 0.0 3.1 150 FTG E PE 2.6 UG1 8.0 0.0 67.8 0.0 0.003 TL 21.05 PV Pipe: 54 -141.5 6.160 PL 55.00 PF 0.1 UG1 8.0 0.0 67.8 0.0 1.5 140 FTG TG PE -1.7 SRC 12.0 SRCE 66.2 (N/A) 0.001 TL 99.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L3 WET.SDF JOB TITLE: Anthology of Edmonds - L3 Residential NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621553 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 0.003 gpm and a maximum imbalance at any node of 0.125 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.4 ft/sec at pipe 42. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 87.82 psi with a flow of 272.90 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: Smith PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVl BfyVl GatVl 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: P MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C G B Ell Tee 45 teeRu Coup Gva Bfy 1.101 5.00 5.00 1.00 1.00 1.00 1.00 4.00 1.598 7.00 8.00 2.00 1.00 1.00 1.00 6.00 2.003 9.00 10.00 2.00 1.00 1.00 2.00 7.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVl BfyVl GatVl AlmCh DPVly fleX 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L3 WET.SDF JOB TITLE: Anthology of Edmonds - L3 Residential WATER SUPPLY ANALYSIS 100.0 L G A U G 60.0 E P R E 40.0 S S U R 20.0 E p s 0.0 i -14.7 Static: 88.00 psi Resid: 86.00 psi Flow: 1000.0 gpm LEGEND L q Available pressure 87.86 psi @ 241.5 gpm > Required pressure 66.17 psi @ 241.5 gpm Avail. OnSite Demand Press. 87.86 psi @ 141.5 gpm Req. OnSite Demand Press. 66.17 psi @ 141.5 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 200300 400 500 600 700 800 900 1000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L3 WET.SDF JOB TITLE: Anthology of Edmonds - L3 Residential WATER SUPPLY CURVE 96+ 86.0 psi @ 1000 gpm-> Flow Test Point 72+ 94 P 64+ R E S S 56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND IT I TV X = Required Water Supply IT 66.17 psi @ 241.5 gpm IT 8 + IT 0 = Available Water Supply " 87.86 psi @ 241.5 gpm " I 0++-+---+----+-----+------+----+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East Tacoma, Washington 98424 (253) 926-1880 FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME: ANTHOLOGY OF EDMONDS JOB NO.: NC22102 DATE: 09-08-2022 ADDRESS: 21200 72ND AVE W BY: SHANE C. EDMONDS, WA 98026 SYSTEM DESIGNATION: WET L4 HAZARD DESCRIPTION: RESIDENTIAL HAZARD CLASS PER: NFPA #13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .10 GPM OVER THE MOST HYDRAULICALLY REMOTE 8 SPRINKLERS ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM NODE 'SRC' IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 292 'C" FACTOR OVERHEAD: 150 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 170 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 RES 49 TEMPERATURE: 1550 K-FACTOR: 4•9 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 88 PSI RESIDUAL 86 PSI FLOW 1000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: BASE OF RISER DEMAND 141.5 GPM REQUIRED AT 47.0 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) CIIMMADV 383' 03-04-2019 CITY OF EDMONDS AT SITE 241.5 GPM REQUIRED AT 70.6 PSI AT CONNECTION TO SOURCE (INCLUDING 100 GPM FOR TOTAL HOSE STREAMS) WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott 10627-1019-C Level N Smith Fire Systems, Inc. o SMITHFS1360T =� 00 Expires l 2/21 22 Signature CERTIFICATE OF COMPETENCY STAMP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L4 WET.SDF JOB TITLE: Anthology of Edmonds - L4 Residential 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 88.0 86.0 1000.0 87.9 241.5 70.6 Available pressure is 17.3 psi (20%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 241.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 141.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 5401 55.0 K= 4.90 12.0 17.0 5402 55.0 K= 4.90 12.4 17.3 5403 55.0 K= 4.90 12.2 17.1 5404 55.0 K= 4.90 13.5 18.0 5405 55.0 K= 4.90 13.3 17.9 5406 55.0 K= 4.90 13.9 18.3 5407 55.0 K= 4.90 13.7 18.1 5408 55.0 K= 4.90 13.2 17.8 401 56.0 - - - - 11.9 - - - 402 56.0 - - - - 12.3 - - - 403 56.0 - - - - 12.1 - - - 404 56.0 - - - - 13.4 - - - 405 56.0 - - - - 13.6 - - - 406 56.0 - - - - 13.8 - - - 407 56.0 - - - - 13.6 - - - 410 56.0 - - - - 27.1 - - - 411 56.0 - - - - 28.5 - - - 412 56.0 - - - - 28.7 - - - 413 56.0 - - - - 29.5 - - - 414 56.0 - - - - 29.6 - - - 415 56.0 - - - - 29.7 - - - 416 56.0 - - - - 29.5 - - - 417 56.0 - - - - 29.1 - - - 418 56.0 - - - - 28.4 - - - 419 56.0 - - - - 30.2 - - - 420 56.0 - - - - 30.2 - - - 421 56.0 - - - - 29.8 - - - 422 56.0 - - - - 30.2 - - - 423 56.0 - - - - 31.2 - - - 424 56.0 - - - - 32.0 - - - 425 56.0 - - - - 32.4 - - - 426 56.0 - - - - 33.9 - - - 430 56.0 - - - - 39.7 - - - 435 50.0 - - - - 47.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L4 WET.SDF JOB TITLE: Anthology of Edmonds - L4 Residential NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) M5 34.5 - - - - 53.8 - - - M10 34.5 - - - - 54.2 - - - M15 34.5 - - - - 54.9 - - - M20 23.5 - - - - 60.0 - - - M25 23.5 - - - - 60.0 - - - M30 14.0 - - - - 64.4 - - - BF1 14.0 - - - - 64.5 - - - BF2 14.0 - - - - 69.5 - - - UG1 8.0 - - - - 72.2 - - - SRC 12.0 SOURCE 70.6 141.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L4 WET.SDF JOB TITLE: Anthology of Edmonds - L4 Residential 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 -17.0 1.101 PL 1.00 PF 0.3 5401 55.0 4.9 12.0 17.0 5.7 150 FTG T PE -0.4 401 56.0 0.0 11.9 0.0 0.050 TL 6.00 PV Pipe: 2 -17.3 1.101 PL 1.00 PF 0.3 5402 55.0 4.9 12.4 17.3 5.8 150 FTG T PE -0.4 402 56.0 0.0 12.3 0.0 0.052 TL 6.00 PV Pipe: 3 -17.1 1.101 PL 1.00 PF 0.3 5403 55.0 4.9 12.2 17.1 5.8 150 FTG T PE -0.4 403 56.0 0.0 12.1 0.0 0.051 TL 6.00 PV Pipe: 4 -18.0 1.101 PL 1.00 PF 0.3 5404 55.0 4.9 13.5 18.0 6.1 150 FTG T PE -0.4 404 56.0 0.0 13.4 0.0 0.056 TL 6.00 PV Pipe: 5 -17.9 1.101 PL 3.00 PF 0.7 5405 55.0 4.9 13.3 17.9 6.0 150 FTG ET PE -0.4 405 56.0 0.0 13.6 0.0 0.055 TL 13.00 PV Pipe: 6 -18.3 1.101 PL 1.00 PF 0.3 5406 55.0 4.9 13.9 18.3 6.2 150 FTG T PE -0.4 406 56.0 0.0 13.8 0.0 0.057 TL 6.00 PV Pipe: 7 -18.1 1.101 PL 1.00 PF 0.3 5407 55.0 4.9 13.7 18.1 6.1 150 FTG T PE -0.4 407 56.0 0.0 13.6 0.0 0.057 TL 6.00 PV Pipe: 8 -17.8 1.101 PL 9.00 PF 0.8 5408 55.0 4.9 13.2 17.8 6.0 150 FTG T PE -0.4 407 56.0 0.0 13.6 0.0 0.055 TL 14.00 PV Pipe: 9 -17.1 1.101 PL 5.00 PF 0.3 403 56.0 0.0 12.1 0.0 5.8 150 FTG ---- PE 0.0 402 56.0 0.0 12.3 0.0 0.051 TL 5.00 PV Pipe: 11 -17.0 1.101 PL 8.00 PF 0.4 401 56.0 0.0 11.9 0.0 5.7 150 FTG ---- PE 0.0 402 56.0 0.0 12.3 0.0 0.050 TL 8.00 PV Pipe: 12 -51.4 1.598 PL 9.00 PF 1.1 402 56.0 0.0 12.3 0.0 8.2 150 FTG T PE 0.0 404 56.0 0.0 13.4 0.0 0.064 TL 17.00 PV Pipe: 13 -43.0 1.598 PL 4.00 PF 0.2 404 56.0 0.0 13.4 0.0 6.9 150 FTG ---- PE 0.0 407 56.0 0.0 13.6 0.0 0.046 TL 4.00 PV Pipe: 14 -26.3 1.598 PL 4.00 PF 0.2 404 56.0 0.0 13.4 0.0 4.2 150 FTG T PE 0.0 405 56.0 0.0 13.6 0.0 0.018 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L4 WET.SDF JOB TITLE: Anthology of Edmonds - L4 Residential 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: 15 -44.2 1.598 PL 4.00 PF 0.2 405 56.0 0.0 13.6 0.0 7.1 150 FTG ---- PE 0.0 406 56.0 0.0 13.8 0.0 0.048 TL 4.00 PV Pipe: 16 -62.5 1.598 PL 152.00 PF 14.6 406 56.0 0.0 13.8 0.0 10.0 150 FTG T PE 0.0 418 56.0 0.0 28.4 0.0 0.091 TL 160.00 PV Pipe: 17 -79.0 1.598 PL 80.00 PF 13.5 407 56.0 0.0 13.6 0.0 12.6 150 FTG 2T PE 0.0 410 56.0 0.0 27.1 0.0 0.141 TL 96.00 PV Pipe: 18 -50.7 1.598 PL 15.00 PF 1.4 410 56.0 0.0 27.1 0.0 8.1 150 FTG T PE 0.0 411 56.0 0.0 28.5 0.0 0.062 TL 23.00 PV Pipe: 19 -28.3 1.598 PL 68.00 PF 1.6 410 56.0 0.0 27.1 0.0 4.5 150 FTG E PE 0.0 412 56.0 0.0 28.7 0.0 0.021 TL 75.00 PV Pipe: 20 9.0 1.598 PL 53.00 PF 0.2 412 56.0 0.0 28.7 0.0 1.4 150 FTG T PE 0.0 411 56.0 0.0 28.5 0.0 0.003 TL 61.00 PV Pipe: 21 -41.7 1.598 PL 15.00 PF 0.6 411 56.0 0.0 28.5 0.0 6.7 150 FTG ---- PE 0.0 417 56.0 0.0 29.1 0.0 0.043 TL 15.00 PV Pipe: 22 -19.0 1.598 PL 100.00 PF 1.0 417 56.0 0.0 29.1 0.0 3.0 150 FTG PE 0.0 419 56.0 0.0 30.2 0.0 0.010 TL 100.00 PV Pipe: 23 -10.8 1.598 PL 15.00 PF 0.1 419 56.0 0.0 30.2 0.0 1.7 150 FTG ---- PE 0.0 420 56.0 0.0 30.2 0.0 0.004 TL 15.00 PV Pipe: 24 27.2 1.598 PL 15.00 PF 0.4 420 56.0 0.0 30.2 0.0 4.3 150 FTG T PE 0.0 421 56.0 0.0 29.8 0.0 0.020 TL 23.00 PV Pipe: 25 -62.5 1.598 PL 15.00 PF 1.4 418 56.0 0.0 28.4 0.0 10.0 150 FTG ---- PE 0.0 421 56.0 0.0 29.8 0.0 0.091 TL 15.00 PV Pipe: 26 -8.2 1.598 PL 16.00 PF 0.1 419 56.0 0.0 30.2 0.0 1.3 150 FTG T PE 0.0 422 56.0 0.0 30.2 0.0 0.002 TL 24.00 PV Pipe: 27 -22.7 1.598 PL 16.00 PF 0.3 417 56.0 0.0 29.1 0.0 3.6 150 FTG T PE 0.0 416 56.0 0.0 29.5 0.0 0.014 TL 24.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L4 WET.SDF JOB TITLE: Anthology of Edmonds - L4 Residential 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: 28 -14.6 1.598 PL 100.00 PF 0.7 416 56.0 0.0 29.5 0.0 2.3 150 FTG 2T PE 0.0 422 56.0 0.0 30.2 0.0 0.006 TL 116.00 PV Pipe: 29 -8.1 1.598 PL 60.00 PF 0.1 416 56.0 0.0 29.5 0.0 1.3 150 FTG T PE 0.0 414 56.0 0.0 29.6 0.0 0.002 TL 68.00 PV Pipe: 30 -37.3 1.598 PL 23.00 PF 0.8 412 56.0 0.0 28.7 0.0 6.0 150 FTG PE 0.0 413 56.0 0.0 29.5 0.0 0.035 TL 23.00 PV Pipe: 31 -15.9 1.598 PL 15.00 PF 0.2 413 56.0 0.0 29.5 0.0 2.5 150 FTG T PE 0.0 414 56.0 0.0 29.6 0.0 0.007 TL 23.00 PV Pipe: 32 -21.4 1.598 PL 12.00 PF 0.3 413 56.0 0.0 29.5 0.0 3.4 150 FTG T PE 0.0 415 56.0 0.0 29.7 0.0 0.013 TL 20.00 PV Pipe: 33 -21.4 1.598 PL 164.00 PF 2.3 415 56.0 0.0 29.7 0.0 3.4 150 FTG 2T PE 0.0 424 56.0 0.0 32.0 0.0 0.013 TL 180.00 PV Pipe: 34 -23.9 1.598 PL 100.00 PF 1.5 414 56.0 0.0 29.6 0.0 3.8 150 FTG ---- PE 0.0 423 56.0 0.0 31.2 0.0 0.015 TL 100.00 PV Pipe: 35 -46.8 1.598 PL 15.00 PF 0.8 423 56.0 0.0 31.2 0.0 7.5 150 FTG PE 0.0 424 56.0 0.0 32.0 0.0 0.053 TL 15.00 PV Pipe: 36 -22.8 1.598 PL 60.00 PF 1.0 422 56.0 0.0 30.2 0.0 3.7 150 FTG T PE 0.0 423 56.0 0.0 31.2 0.0 0.014 TL 68.00 PV Pipe: 37 -68.1 1.598 PL 10.00 PF 1.9 424 56.0 0.0 32.0 0.0 10.9 150 FTG T PE 0.0 426 56.0 0.0 33.9 0.0 0.107 TL 18.00 PV Pipe: 38 -38.0 1.598 PL 53.00 PF 2.2 420 56.0 0.0 30.2 0.0 6.1 150 FTG T PE 0.0 425 56.0 0.0 32.4 0.0 0.036 TL 61.00 PV Pipe: 39 -35.3 1.598 PL 68.00 PF 2.7 421 56.0 0.0 29.8 0.0 5.6 150 FTG 2T PE 0.0 425 56.0 0.0 32.4 0.0 0.032 TL 84.00 PV Pipe: 40 -73.3 1.598 PL 12.00 PF 1.5 425 56.0 0.0 32.4 0.0 11.7 150 FTG ---- PE 0.0 426 56.0 0.0 33.9 0.0 0.123 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L4 WET.SDF JOB TITLE: Anthology of Edmonds - L4 Residential 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: 41 -141.5 2.003 PL 13.00 PF 5.8 426 56.0 0.0 33.9 0.0 14.4 150 FTG E2T PE 0.0 430 56.0 0.0 39.7 0.0 0.138 TL 42.00 PV Pipe: 42 141.5 2.003 PL 7.00 PF 4.7 435 50.0 0.0 47.0 0.0 14.4 150 FTG ETCB PE -2.6 430 56.0 0.0 39.7 0.0 0.138 TL 34.00 PV Pipe: 45 -141.5 4.298 PL 15.50 PF 0.1 435 50.0 0.0 47.0 0.0 3.1 120 FTG ---- PE 6.7 M5 34.5 0.0 53.8 0.0 0.005 TL 15.50 PV Pipe: 46 -141.5 4.298 PL 12.00 PF 0.5 M5 34.5 0.0 53.8 0.0 3.1 120 FTG E2TB PE 0.0 M10 34.5 0.0 54.2 0.0 0.005 TL 92.90 PV Pipe: 47 -141.5 4.298 PL 97.00 PF 0.7 M10 34.5 0.0 54.2 0.0 3.1 120 FTG 4E PE 0.0 M15 34.5 0.0 54.9 0.0 0.005 TL 134.20 PV Pipe: 48 -141.5 4.298 PL 17.50 PF 0.3 M15 34.5 0.0 54.9 0.0 3.1 120 FTG ET PE 4.8 M20 23.5 0.0 60.0 0.0 0.005 TL 58.70 PV Pipe: 49 -141.5 4.298 PL 5.00 PF 0.1 M20 23.5 0.0 60.0 0.0 3.1 120 FTG E PE 0.0 M25 23.5 0.0 60.0 0.0 0.005 TL 14.30 PV Pipe: 50 -141.5 4.298 PL 9.50 PF 0.2 M25 23.5 0.0 60.0 0.0 3.1 120 FTG T PE 4.1 M30 14.0 0.0 64.4 0.0 0.005 TL 41.40 PV Pipe: 51 -141.5 4.298 PL 9.50 PF 0.2 M30 14.0 0.0 64.4 0.0 3.1 120 FTG 3E PE 0.0 BF1 14.0 0.0 64.5 0.0 0.005 TL 37.40 PV Pipe: 52 FIXED PRESSURE LOSS DEVICE BF2 14.0 0.0 69.5 0.0 5.0 psi, 141.5 gpm BF1 14.0 0.0 64.5 0.0 Pipe: 53 -141.5 4.298 PL 7.00 PF 0.1 BF2 14.0 0.0 69.5 0.0 3.1 150 FTG E PE 2.6 UG1 8.0 0.0 72.2 0.0 0.003 TL 21.05 PV Pipe: 54 -141.5 6.160 PL 55.00 PF 0.1 UG1 8.0 0.0 72.2 0.0 1.5 140 FTG TG PE -1.7 SRC 12.0 SRCE 70.6 (N/A) 0.001 TL 99.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L4 WET.SDF JOB TITLE: Anthology of Edmonds - L4 Residential NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621553 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 0.003 gpm and a maximum imbalance at any node of 0.150 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.4 ft/sec at pipe 41. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 87.83 psi with a flow of 266.95 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: Smith PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVl BfyVl GatVl 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: P MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C G B Ell Tee 45 teeRu Coup Gva Bfy 1.101 5.00 5.00 1.00 1.00 1.00 1.00 4.00 1.598 7.00 8.00 2.00 1.00 1.00 1.00 6.00 2.003 9.00 10.00 2.00 1.00 1.00 2.00 7.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVl BfyVl GatVl AlmCh DPVly fleX 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L4 WET.SDF JOB TITLE: Anthology of Edmonds - L4 Residential WATER SUPPLY ANALYSIS 100.0 L G A U G 60.0 E P R E 40.0 S S U R 20.0 E p s 0.0 i -14.7 Static: 88.00 psi Resid: 86.00 psi Flow: 1000.0 gpm LEGEND L q Available pressure 87.86 psi @ 241.5 gpm > Required pressure 70.55 psi @ 241.5 gpm Avail. OnSite Demand Press. 87.86 psi @ 141.5 gpm Req. OnSite Demand Press. 70.55 psi @ 141.5 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 200300 400 500 600 700 800 900 1000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L4 WET.SDF JOB TITLE: Anthology of Edmonds - L4 Residential WATER SUPPLY CURVE 96+ 86.0 psi @ 1000 gpm-> Flow Test Point 72+ X P 64+ R E S S 56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND IT I TV X = Required Water Supply IT 70.55 psi @ 241.5 gpm IT 8 + IT 0 = Available Water Supply " 87.86 psi @ 241.5 gpm " I 0++-+---+----+-----+------+----+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East Tacoma, Washington 98424 (253) 926-1880 FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME: ANTHOLOGY OF EDMONDS JOB NO.: NC22102 DATE: 09-08-2022 ADDRESS: 21200 72ND AVE W BY: SHANE C. EDMONDS, WA 98026 SYSTEM DESIGNATION: WET L5 HAZARD DESCRIPTION: RESIDENTIAL HAZARD CLASS PER: NFPA #13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .10 GPM OVER THE MOST HYDRAULICALLY REMOTE 8 SPRINKLERS ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM NODE 'SRC' IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 292 'C" FACTOR OVERHEAD: 150 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 170 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 RES 49 TEMPERATURE: 1550 K-FACTOR: 4•9 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 88 PSI RESIDUAL 86 PSI FLOW 1000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: BASE OF RISER DEMAND 141.5 GPM REQUIRED AT 47.0 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) CIIMMADv 383' 03-04-2019 CITY OF EDMONDS AT SITE 241.5 GPM REQUIRED AT 74.9 PSI AT CONNECTION TO SOURCE (INCLUDING 100 GPM FOR TOTAL HOSE STREAMS) — — — WASHINGTON— STAT— E CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott I 10627-1019-C Leve13 N Smith Fire Systems, Inc. SMITHFS1360T 00 Expires' Signature 2 3� 22 . CERTIFICATE OF COMPETENCY STAMP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L5 WET.SDF JOB TITLE: Anthology of Edmonds - L5 Residential 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 88.0 86.0 1000.0 87.9 241.5 74.9 Available pressure is 12.9 psi (15%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 241.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 141.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 5501 65.0 K= 4.90 12.0 17.0 5502 65.0 K= 4.90 12.4 17.3 5503 65.0 K= 4.90 12.2 17.1 5504 65.0 K= 4.90 13.5 18.0 5505 65.0 K= 4.90 13.3 17.9 5506 65.0 K= 4.90 13.9 18.3 5507 65.0 K= 4.90 13.7 18.1 5508 65.0 K= 4.90 13.2 17.8 501 66.0 - - - - 11.9 - - - 502 66.0 - - - - 12.3 - - - 503 66.0 - - - - 12.1 - - - 504 66.0 - - - - 13.4 - - - 505 66.0 - - - - 13.6 - - - 506 66.0 - - - - 13.8 - - - 507 66.0 - - - - 13.6 - - - 510 66.0 - - - - 27.1 - - - 511 66.0 - - - - 28.5 - - - 512 66.0 - - - - 28.7 - - - 513 66.0 - - - - 29.5 - - - 514 66.0 - - - - 29.6 - - - 515 66.0 - - - - 29.7 - - - 516 66.0 - - - - 29.5 - - - 517 66.0 - - - - 29.1 - - - 518 66.0 - - - - 28.4 - - - 519 66.0 - - - - 30.2 - - - 520 66.0 - - - - 30.2 - - - 521 66.0 - - - - 29.8 - - - 522 66.0 - - - - 30.2 - - - 523 66.0 - - - - 31.2 - - - 524 66.0 - - - - 32.0 - - - 525 66.0 - - - - 32.4 - - - 526 66.0 - - - - 33.9 - - - 530 66.0 - - - - 39.7 - - - 535 60.0 - - - - 47.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L5 WET.SDF JOB TITLE: Anthology of Edmonds - L5 Residential NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) M5 34.5 - - - - 58.1 - - - M10 34.5 - - - - 58.6 - - - M15 34.5 - - - - 59.3 - - - M20 23.5 - - - - 64.3 - - - M25 23.5 - - - - 64.4 - - - M30 14.0 - - - - 68.7 - - - BF1 14.0 - - - - 68.9 - - - BF2 14.0 - - - - 73.9 - - - UG1 8.0 - - - - 76.6 - - - SRC 12.0 SOURCE 74.9 141.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L5 WET.SDF JOB TITLE: Anthology of Edmonds - L5 Residential 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 -17.0 1.101 PL 1.00 PF 0.3 5501 65.0 4.9 12.0 17.0 5.7 150 FTG T PE -0.4 501 66.0 0.0 11.9 0.0 0.050 TL 6.00 PV Pipe: 2 -17.3 1.101 PL 1.00 PF 0.3 5502 65.0 4.9 12.4 17.3 5.8 150 FTG T PE -0.4 502 66.0 0.0 12.3 0.0 0.052 TL 6.00 PV Pipe: 3 -17.1 1.101 PL 1.00 PF 0.3 5503 65.0 4.9 12.2 17.1 5.8 150 FTG T PE -0.4 503 66.0 0.0 12.1 0.0 0.051 TL 6.00 PV Pipe: 4 -18.0 1.101 PL 1.00 PF 0.3 5504 65.0 4.9 13.5 18.0 6.1 150 FTG T PE -0.4 504 66.0 0.0 13.4 0.0 0.056 TL 6.00 PV Pipe: 5 -17.9 1.101 PL 3.00 PF 0.7 5505 65.0 4.9 13.3 17.9 6.0 150 FTG ET PE -0.4 505 66.0 0.0 13.6 0.0 0.055 TL 13.00 PV Pipe: 6 -18.3 1.101 PL 1.00 PF 0.3 5506 65.0 4.9 13.9 18.3 6.2 150 FTG T PE -0.4 506 66.0 0.0 13.8 0.0 0.057 TL 6.00 PV Pipe: 7 -18.1 1.101 PL 1.00 PF 0.3 5507 65.0 4.9 13.7 18.1 6.1 150 FTG T PE -0.4 507 66.0 0.0 13.6 0.0 0.057 TL 6.00 PV Pipe: 8 -17.8 1.101 PL 9.00 PF 0.8 5508 65.0 4.9 13.2 17.8 6.0 150 FTG T PE -0.4 507 66.0 0.0 13.6 0.0 0.055 TL 14.00 PV Pipe: 9 -17.1 1.101 PL 5.00 PF 0.3 503 66.0 0.0 12.1 0.0 5.8 150 FTG ---- PE 0.0 502 66.0 0.0 12.3 0.0 0.051 TL 5.00 PV Pipe: 11 -17.0 1.101 PL 8.00 PF 0.4 501 66.0 0.0 11.9 0.0 5.7 150 FTG ---- PE 0.0 502 66.0 0.0 12.3 0.0 0.050 TL 8.00 PV Pipe: 12 -51.4 1.598 PL 9.00 PF 1.1 502 66.0 0.0 12.3 0.0 8.2 150 FTG T PE 0.0 504 66.0 0.0 13.4 0.0 0.064 TL 17.00 PV Pipe: 13 -43.0 1.598 PL 4.00 PF 0.2 504 66.0 0.0 13.4 0.0 6.9 150 FTG ---- PE 0.0 507 66.0 0.0 13.6 0.0 0.046 TL 4.00 PV Pipe: 14 -26.3 1.598 PL 4.00 PF 0.2 504 66.0 0.0 13.4 0.0 4.2 150 FTG T PE 0.0 505 66.0 0.0 13.6 0.0 0.018 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L5 WET.SDF JOB TITLE: Anthology of Edmonds - L5 Residential 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: 15 -44.2 1.598 PL 4.00 PF 0.2 505 66.0 0.0 13.6 0.0 7.1 150 FTG ---- PE 0.0 506 66.0 0.0 13.8 0.0 0.048 TL 4.00 PV Pipe: 16 -62.5 1.598 PL 152.00 PF 14.6 506 66.0 0.0 13.8 0.0 10.0 150 FTG T PE 0.0 518 66.0 0.0 28.4 0.0 0.091 TL 160.00 PV Pipe: 17 -79.0 1.598 PL 80.00 PF 13.5 507 66.0 0.0 13.6 0.0 12.6 150 FTG 2T PE 0.0 510 66.0 0.0 27.1 0.0 0.141 TL 96.00 PV Pipe: 18 -50.7 1.598 PL 15.00 PF 1.4 510 66.0 0.0 27.1 0.0 8.1 150 FTG T PE 0.0 511 66.0 0.0 28.5 0.0 0.062 TL 23.00 PV Pipe: 19 -28.3 1.598 PL 68.00 PF 1.6 510 66.0 0.0 27.1 0.0 4.5 150 FTG E PE 0.0 512 66.0 0.0 28.7 0.0 0.021 TL 75.00 PV Pipe: 20 9.0 1.598 PL 53.00 PF 0.2 512 66.0 0.0 28.7 0.0 1.4 150 FTG T PE 0.0 511 66.0 0.0 28.5 0.0 0.003 TL 61.00 PV Pipe: 21 -41.7 1.598 PL 15.00 PF 0.6 511 66.0 0.0 28.5 0.0 6.7 150 FTG ---- PE 0.0 517 66.0 0.0 29.1 0.0 0.043 TL 15.00 PV Pipe: 22 -19.0 1.598 PL 100.00 PF 1.0 517 66.0 0.0 29.1 0.0 3.0 150 FTG PE 0.0 519 66.0 0.0 30.2 0.0 0.010 TL 100.00 PV Pipe: 23 -10.8 1.598 PL 15.00 PF 0.1 519 66.0 0.0 30.2 0.0 1.7 150 FTG ---- PE 0.0 520 66.0 0.0 30.2 0.0 0.004 TL 15.00 PV Pipe: 24 27.2 1.598 PL 15.00 PF 0.4 520 66.0 0.0 30.2 0.0 4.3 150 FTG T PE 0.0 521 66.0 0.0 29.8 0.0 0.020 TL 23.00 PV Pipe: 25 -62.5 1.598 PL 15.00 PF 1.4 518 66.0 0.0 28.4 0.0 10.0 150 FTG ---- PE 0.0 521 66.0 0.0 29.8 0.0 0.091 TL 15.00 PV Pipe: 26 -8.2 1.598 PL 16.00 PF 0.1 519 66.0 0.0 30.2 0.0 1.3 150 FTG T PE 0.0 522 66.0 0.0 30.2 0.0 0.002 TL 24.00 PV Pipe: 27 -22.7 1.598 PL 16.00 PF 0.3 517 66.0 0.0 29.1 0.0 3.6 150 FTG T PE 0.0 516 66.0 0.0 29.5 0.0 0.014 TL 24.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L5 WET.SDF JOB TITLE: Anthology of Edmonds - L5 Residential 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: 28 -14.6 1.598 PL 100.00 PF 0.7 516 66.0 0.0 29.5 0.0 2.3 150 FTG 2T PE 0.0 522 66.0 0.0 30.2 0.0 0.006 TL 116.00 PV Pipe: 29 -8.1 1.598 PL 60.00 PF 0.1 516 66.0 0.0 29.5 0.0 1.3 150 FTG T PE 0.0 514 66.0 0.0 29.6 0.0 0.002 TL 68.00 PV Pipe: 30 -37.3 1.598 PL 23.00 PF 0.8 512 66.0 0.0 28.7 0.0 6.0 150 FTG PE 0.0 513 66.0 0.0 29.5 0.0 0.035 TL 23.00 Pv Pipe: 31 -15.9 1.598 PL 15.00 PF 0.2 513 66.0 0.0 29.5 0.0 2.5 150 FTG T PE 0.0 514 66.0 0.0 29.6 0.0 0.007 TL 23.00 PV Pipe: 32 -21.4 1.598 PL 12.00 PF 0.3 513 66.0 0.0 29.5 0.0 3.4 150 FTG T PE 0.0 515 66.0 0.0 29.7 0.0 0.013 TL 20.00 PV Pipe: 33 -21.4 1.598 PL 164.00 PF 2.3 515 66.0 0.0 29.7 0.0 3.4 150 FTG 2T PE 0.0 524 66.0 0.0 32.0 0.0 0.013 TL 180.00 PV Pipe: 34 -23.9 1.598 PL 100.00 PF 1.5 514 66.0 0.0 29.6 0.0 3.8 150 FTG ---- PE 0.0 523 66.0 0.0 31.2 0.0 0.015 TL 100.00 PV Pipe: 35 -46.8 1.598 PL 15.00 PF 0.8 523 66.0 0.0 31.2 0.0 7.5 150 FTG PE 0.0 524 66.0 0.0 32.0 0.0 0.053 TL 15.00 PV Pipe: 36 -22.8 1.598 PL 60.00 PF 1.0 522 66.0 0.0 30.2 0.0 3.7 150 FTG T PE 0.0 523 66.0 0.0 31.2 0.0 0.014 TL 68.00 PV Pipe: 37 -68.1 1.598 PL 10.00 PF 1.9 524 66.0 0.0 32.0 0.0 10.9 150 FTG T PE 0.0 526 66.0 0.0 33.9 0.0 0.107 TL 18.00 PV Pipe: 38 -38.0 1.598 PL 53.00 PF 2.2 520 66.0 0.0 30.2 0.0 6.1 150 FTG T PE 0.0 525 66.0 0.0 32.4 0.0 0.036 TL 61.00 PV Pipe: 39 -35.3 1.598 PL 68.00 PF 2.7 521 66.0 0.0 29.8 0.0 5.6 150 FTG 2T PE 0.0 525 66.0 0.0 32.4 0.0 0.032 TL 84.00 PV Pipe: 40 -73.3 1.598 PL 12.00 PF 1.5 525 66.0 0.0 32.4 0.0 11.7 150 FTG ---- PE 0.0 526 66.0 0.0 33.9 0.0 0.123 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L5 WET.SDF JOB TITLE: Anthology of Edmonds - L5 Residential 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: 41 -141.5 2.003 PL 13.00 PF 5.8 526 66.0 0.0 33.9 0.0 14.4 150 FTG E2T PE 0.0 530 66.0 0.0 39.7 0.0 0.138 TL 42.00 PV Pipe: 42 141.5 2.003 PL 7.00 PF 4.7 535 60.0 0.0 47.0 0.0 14.4 150 FTG ETCB PE -2.6 530 66.0 0.0 39.7 0.0 0.138 TL 34.00 PV Pipe: 45 -141.5 4.298 PL 25.50 PF 0.1 535 60.0 0.0 47.0 0.0 3.1 120 FTG ---- PE 11.0 M5 34.5 0.0 58.1 0.0 0.005 TL 25.50 PV Pipe: 46 -141.5 4.298 PL 12.00 PF 0.5 M5 34.5 0.0 58.1 0.0 3.1 120 FTG E2TB PE 0.0 M10 34.5 0.0 58.6 0.0 0.005 TL 92.90 PV Pipe: 47 -141.5 4.298 PL 97.00 PF 0.7 M10 34.5 0.0 58.6 0.0 3.1 120 FTG 4E PE 0.0 M15 34.5 0.0 59.3 0.0 0.005 TL 134.20 PV Pipe: 48 -141.5 4.298 PL 17.50 PF 0.3 M15 34.5 0.0 59.3 0.0 3.1 120 FTG ET PE 4.8 M20 23.5 0.0 64.3 0.0 0.005 TL 58.70 PV Pipe: 49 -141.5 4.298 PL 5.00 PF 0.1 M20 23.5 0.0 64.3 0.0 3.1 120 FTG E PE 0.0 M25 23.5 0.0 64.4 0.0 0.005 TL 14.30 PV Pipe: 50 -141.5 4.298 PL 9.50 PF 0.2 M25 23.5 0.0 64.4 0.0 3.1 120 FTG T PE 4.1 M30 14.0 0.0 68.7 0.0 0.005 TL 41.40 PV Pipe: 51 -141.5 4.298 PL 9.50 PF 0.2 M30 14.0 0.0 68.7 0.0 3.1 120 FTG 3E PE 0.0 BF1 14.0 0.0 68.9 0.0 0.005 TL 37.40 PV Pipe: 52 FIXED PRESSURE LOSS DEVICE BF2 14.0 0.0 73.9 0.0 5.0 psi, 141.5 gpm BF1 14.0 0.0 68.9 0.0 Pipe: 53 -141.5 4.298 PL 7.00 PF 0.1 BF2 14.0 0.0 73.9 0.0 3.1 150 FTG E PE 2.6 UG1 8.0 0.0 76.6 0.0 0.003 TL 21.05 PV Pipe: 54 -141.5 6.160 PL 55.00 PF 0.1 UG1 8.0 0.0 76.6 0.0 1.5 140 FTG TG PE -1.7 SRC 12.0 SRCE 74.9 (N/A) 0.001 TL 99.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L5 WET.SDF JOB TITLE: Anthology of Edmonds - L5 Residential NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621553 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 0.003 gpm and a maximum imbalance at any node of 0.149 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.4 ft/sec at pipe 41. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 87.83 psi with a flow of 260.82 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: Smith PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVl BfyVl GatVl 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: P MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C G B Ell Tee 45 teeRu Coup Gva Bfy 1.101 5.00 5.00 1.00 1.00 1.00 1.00 4.00 1.598 7.00 8.00 2.00 1.00 1.00 1.00 6.00 2.003 9.00 10.00 2.00 1.00 1.00 2.00 7.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVl BfyVl GatVl AlmCh DPVly fleX 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L5 WET.SDF JOB TITLE: Anthology of Edmonds - L5 Residential WATER SUPPLY ANALYSIS 100.0 L G A U G 60.0 E P R E 40.0 S S U R 20.0 E p s 0.0 i -14.7 Static: 88.00 psi Resid: 86.00 psi Flow: 1000.0 gpm LEGEND L q Available pressure 87.86 psi @ 241.5 gpm > Required pressure 74.93 psi @ 241.5 gpm Avail. OnSite Demand Press. 87.86 psi @ 141.5 gpm Req. OnSite Demand Press. 74.93 psi @ 141.5 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 200300 400 500 600 700 800 900 1000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L5 WET.SDF JOB TITLE: Anthology of Edmonds - L5 Residential WATER SUPPLY CURVE 96+ 86.0 psi @ 1000 gpm-> Flow Test Point X 72+ P 64+ R E S S 56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND IT I TV X = Required Water Supply IT 74.93 psi @ 241.5 gpm IT 8 + IT 0 = Available Water Supply " 87.86 psi @ 241.5 gpm " I 0++-+---+----+-----+------+----+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East Tacoma, Washington 98424 (253) 926-1880 FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME: ANTHOLOGY OF EDMONDS JOB NO.: NC22102 DATE: 09-08-2022 ADDRESS: 21200 72ND AVE W BY: SHANE C. EDMONDS, WA 98026 SYSTEM DESIGNATION: WET L6 HAZARD DESCRIPTION: LIGHT HAZARD HAZARD CLASS PER: NFPA #13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .10 GPM OVER THE MOST HYDRAULICALLY REMOTE 1000 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM NODE 'SRC' IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 401 'C" FACTOR OVERHEAD: 150 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 180 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: KFR-CCS TEMPERATURE: 2120 K-FACTOR: 5.6 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 88 PSI RESIDUAL 86 PSI FLOW 1000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: BASE OF RISER DEMAND 186.0 GPM REQUIRED AT 40.9 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) CIIMMADv 383' 03-04-2019 CITY OF EDMONDS AT SITE 286.0 GPM REQUIRED AT 74.7 PSI AT CONNECTION TO SOURCE (INCLUDING 100 GPM FOR TOTAL HOSE STREAMS) — — — WASHINGTON— STAT— E CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott 10627-1019-C Leve13 N I Smith Fire Systems, Inc. SMITHFS1360T A 00 Expires I gnature -f::� �&2 3� z2 Si . CERTIFICATE OF COMPETENCY STAMP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L6 WET.SDF JOB TITLE: Anthology of Edmonds - L6 Attic 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 88.0 86.0 1000.0 87.8 286.0 74.7 Available pressure is 13.1 psi (15%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 286.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 186.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 5601 76.0 K= 5.60 10.4 18.1 5602 76.0 K= 5.60 10.3 18.0 5603 76.0 K= 5.60 10.3 18.0 5604 76.0 K= 5.60 10.4 18.1 5605 76.0 K= 5.60 10.8 18.4 5606 76.0 K= 5.60 10.7 18.3 5607 76.0 K= 5.60 10.7 18.3 5608 76.0 K= 5.60 10.8 18.4 5609 76.0 K= 5.60 13.0 20.2 5610 76.0 K= 5.60 13.1 20.2 601 76.0 11.0 - - - 602 76.0 11.7 - - - 603 76.0 13.0 - - - 604 76.0 15.3 - - - 605 76.0 15.5 - - - 606 76.0 - 15.8 - - - 607 76.0 16.0 - - - 608 76.0 16.2 - - - 609 76.0 - - - - 15.2 - - - 610 76.0 - - - - 16.5 - - - 611 76.0 - - - - 17.0 - - - 612 76.0 - - - - 17.1 - - - 613 76.0 - - - - 17.1 - - - 614 76.0 - - - - 16.3 - - - 615 76.0 - - - - 16.5 - - - 616 76.0 - - - - 16.5 - - - 617 76.0 - - - - 16.2 - - - 618 76.0 16.2 - - - 619 76.0 16.2 - - - 620 76.0 16.3 - - - 621 76.0 16.5 - - - 622 76.0 16.7 - - - 623 76.0 - - - - 17.9 - - - 624 76.0 - - - - 17.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L6 WET.SDF JOB TITLE: Anthology of Edmonds - L6 Attic NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 625 76.0 - - - - 17.9 - - - 626 76.0 - 19.0 - - - 627 76.0 - - - - 18.2 - - - 628 76.0 - - - - 20.0 - - - 630 76.0 - - - - 20.6 - - - 635 76.0 - - - - 28.1 - - - 640 70.0 - - - - 40.9 - - - M5 34.5 - - - - 56.6 - - - M10 34.5 - - - - 57.3 - - - M15 34.5 - - - - 58.5 - - - M20 23.5 - - - - 63.7 - - - M25 23.5 - - - - 63.8 - - - M30 14.0 - - - - 68.3 - - - BF1 14.0 - - - - 68.6 - - - BF2 14.0 - - - - 73.6 - - - UG1 8.0 - - - - 76.3 - - - SRC 12.0 SOURCE 74.7 186.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L6 WET.SDF JOB TITLE: Anthology of Edmonds - L6 Attic 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 18.7 1.598 PL 12.00 PF 0.1 5601 76.0 5.6 10.4 18.1 3.0 150 FTG ---- PE 0.0 5602 76.0 5.6 10.3 18.0 0.010 TL 12.00 PV Pipe: 2 0.7 1.598 PL 14.00 PF 0.0 5602 76.0 5.6 10.3 18.0 0.1 150 FTG ---- PE 0.0 5603 76.0 5.6 10.3 18.0 0.000 TL 14.00 PV Pipe: 3 -17.3 1.598 PL 10.00 PF 0.1 5603 76.0 5.6 10.3 18.0 2.8 150 FTG PE 0.0 5604 76.0 5.6 10.4 18.1 0.008 TL 10.00 PV Pipe: 4 -35.4 1.598 PL 128.00 PF 4.8 5604 76.0 5.6 10.4 18.1 5.7 150 FTG 2ET PE 0.0 609 76.0 0.0 15.2 0.0 0.032 TL 150.00 PV Pipe: 5 19.5 1.598 PL 12.00 PF 0.1 5605 76.0 5.6 10.8 18.4 3.1 150 FTG ---- PE 0.0 5606 76.0 5.6 10.7 18.3 0.011 TL 12.00 PV Pipe: 6 1.2 1.598 PL 14.00 PF 0.0 5606 76.0 5.6 10.7 18.3 0.2 150 FTG ---- PE 0.0 5607 76.0 5.6 10.7 18.3 0.000 TL 14.00 PV Pipe: 7 -17.1 1.598 PL 10.00 PF 0.1 5607 76.0 5.6 10.7 18.3 2.7 150 FTG ---- PE 0.0 5608 76.0 5.6 10.8 18.4 0.008 TL 10.00 PV Pipe: 8 -35.5 1.598 PL 116.00 PF 4.4 5608 76.0 5.6 10.8 18.4 5.7 150 FTG 2ET PE 0.0 609 76.0 0.0 15.2 0.0 0.032 TL 138.00 PV Pipe: 9 -20.5 1.598 PL 10.00 PF 0.1 5609 76.0 5.6 13.0 20.2 3.3 150 FTG ---- PE 0.0 5610 76.0 5.6 13.1 20.2 0.012 TL 10.00 PV Pipe: 11 -40.7 1.598 PL 68.00 PF 3.4 5610 76.0 5.6 13.1 20.2 6.5 150 FTG 2E PE 0.0 610 76.0 0.0 16.5 0.0 0.041 TL 82.00 PV Pipe: 12 36.8 1.598 PL 16.00 PF 0.5 601 76.0 0.0 11.0 0.0 5.9 150 FTG PE 0.0 5601 76.0 5.6 10.4 18.1 0.034 TL 16.00 PV Pipe: 13 37.9 1.598 PL 16.00 PF 0.9 602 76.0 0.0 11.7 0.0 6.1 150 FTG T PE 0.0 5605 76.0 5.6 10.8 18.4 0.036 TL 24.00 PV Pipe: 14 -0.3 1.598 PL 42.00 PF 0.0 603 76.0 0.0 13.0 0.0 0.1 150 FTG T PE 0.0 5609 76.0 5.6 13.0 20.2 0.000 TL 50.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L6 WET.SDF JOB TITLE: Anthology of Edmonds - L6 Attic 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: 15 -70.9 1.598 PL 10.00 PF 1.2 609 76.0 0.0 15.2 0.0 11.3 150 FTG ---- PE 0.0 614 76.0 0.0 16.3 0.0 0.115 TL 10.00 PV Pipe: 16 -36.8 1.598 PL 13.00 PF 0.7 601 76.0 0.0 11.0 0.0 5.9 150 FTG E PE 0.0 602 76.0 0.0 11.7 0.0 0.034 TL 20.00 PV Pipe: 17 -74.7 1.598 PL 10.00 PF 1.3 602 76.0 0.0 11.7 0.0 12.0 150 FTG ---- PE 0.0 603 76.0 0.0 13.0 0.0 0.127 TL 10.00 PV Pipe: 18 -74.4 1.598 PL 11.00 PF 2.4 603 76.0 0.0 13.0 0.0 11.9 150 FTG T PE 0.0 604 76.0 0.0 15.3 0.0 0.126 TL 19.00 PV Pipe: 22 -19.4 1.598 PL 11.00 PF 0.2 604 76.0 0.0 15.3 0.0 3.1 150 FTG T PE 0.0 605 76.0 0.0 15.5 0.0 0.010 TL 19.00 PV Pipe: 23 -36.1 1.598 PL 14.00 PF 0.5 604 76.0 0.0 15.3 0.0 5.8 150 FTG PE 0.0 606 76.0 0.0 15.8 0.0 0.033 TL 14.00 PV Pipe: 24 -13.8 1.598 PL 108.00 PF 0.6 606 76.0 0.0 15.8 0.0 2.2 150 FTG T PE 0.0 615 76.0 0.0 16.5 0.0 0.006 TL 116.00 PV Pipe: 25 -22.3 1.598 PL 9.00 PF 0.2 606 76.0 0.0 15.8 0.0 3.6 150 FTG T PE 0.0 607 76.0 0.0 16.0 0.0 0.014 TL 17.00 PV Pipe: 26 -14.9 1.598 PL 12.00 PF 0.1 607 76.0 0.0 16.0 0.0 2.4 150 FTG T PE 0.0 608 76.0 0.0 16.2 0.0 0.006 TL 20.00 PV Pipe: 27 -9.4 1.598 PL 100.00 PF 0.4 608 76.0 0.0 16.2 0.0 1.5 150 FTG 3ET PE 0.0 616 76.0 0.0 16.5 0.0 0.003 TL 129.00 PV Pipe: 28 -19.4 1.598 PL 66.00 PF 0.7 605 76.0 0.0 15.5 0.0 3.1 150 FTG ---- PE 0.0 617 76.0 0.0 16.2 0.0 0.010 TL 66.00 PV Pipe: 29 -18.9 1.598 PL 66.00 PF 0.8 604 76.0 0.0 15.3 0.0 3.0 150 FTG 2T PE 0.0 618 76.0 0.0 16.2 0.0 0.010 TL 82.00 PV Pipe: 30 -7.4 1.598 PL 58.00 PF 0.1 607 76.0 0.0 16.0 0.0 1.2 150 FTG 2ET PE 0.0 619 76.0 0.0 16.2 0.0 0.002 TL 80.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L6 WET.SDF JOB TITLE: Anthology of Edmonds - L6 Attic 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: 31 -5.5 1.598 PL 58.00 PF 0.1 608 76.0 0.0 16.2 0.0 0.9 150 FTG 2E2T PE 0.0 620 76.0 0.0 16.3 0.0 0.001 TL 88.00 PV Pipe: 32 -41.5 1.598 PL 12.00 PF 0.5 610 76.0 0.0 16.5 0.0 6.6 150 FTG ---- PE 0.0 611 76.0 0.0 17.0 0.0 0.043 TL 12.00 PV Pipe: 33 -22.4 1.598 PL 12.00 PF 0.2 611 76.0 0.0 17.0 0.0 3.6 150 FTG PE 0.0 612 76.0 0.0 17.1 0.0 0.014 TL 12.00 PV Pipe: 34 5.2 1.598 PL 12.00 PF 0.0 612 76.0 0.0 17.1 0.0 0.8 150 FTG PE 0.0 613 76.0 0.0 17.1 0.0 0.001 TL 12.00 PV Pipe: 35 40.0 1.598 PL 11.50 PF 0.8 613 76.0 0.0 17.1 0.0 6.4 150 FTG T PE 0.0 614 76.0 0.0 16.3 0.0 0.040 TL 19.50 PV Pipe: 36 0.8 1.598 PL 10.00 PF 0.0 610 76.0 0.0 16.5 0.0 0.1 150 FTG T PE 0.0 615 76.0 0.0 16.5 0.0 0.000 TL 18.00 PV Pipe: 37 -13.0 1.598 PL 13.00 PF 0.1 615 76.0 0.0 16.5 0.0 2.1 150 FTG ---- PE 0.0 616 76.0 0.0 16.5 0.0 0.005 TL 13.00 PV Pipe: 38 -22.4 1.598 PL 53.00 PF 0.8 616 76.0 0.0 16.5 0.0 3.6 150 FTG T PE 0.0 624 76.0 0.0 17.4 0.0 0.014 TL 61.00 PV Pipe: 39 -19.1 1.598 PL 76.00 PF 0.9 611 76.0 0.0 17.0 0.0 3.0 150 FTG 2T PE 0.0 625 76.0 0.0 17.9 0.0 0.010 TL 92.00 PV Pipe: 40 -27.6 1.598 PL 76.00 PF 1.8 612 76.0 0.0 17.1 0.0 4.4 150 FTG 2T PE 0.0 626 76.0 0.0 19.0 0.0 0.020 TL 92.00 PV Pipe: 41 -34.8 1.598 PL 76.00 PF 2.8 613 76.0 0.0 17.1 0.0 5.6 150 FTG 2T PE 0.0 628 76.0 0.0 20.0 0.0 0.031 TL 92.00 PV Pipe: 42 -30.9 1.598 PL 76.00 PF 1.9 614 76.0 0.0 16.3 0.0 4.9 150 FTG ---- PE 0.0 627 76.0 0.0 18.2 0.0 0.025 TL 76.00 PV Pipe: 43 -61.7 1.598 PL 11.50 PF 1.7 627 76.0 0.0 18.2 0.0 9.9 150 FTG T PE 0.0 628 76.0 0.0 20.0 0.0 0.089 TL 19.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L6 WET.SDF JOB TITLE: Anthology of Edmonds - L6 Attic 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: 44 -96.5 1.598 PL 3.00 PF 0.6 628 76.0 0.0 20.0 0.0 15.4 150 FTG ---- PE 0.0 630 76.0 0.0 20.6 0.0 0.204 TL 3.00 PV Pipe: 45 -42.9 1.598 PL 12.00 PF 0.5 624 76.0 0.0 17.4 0.0 6.9 150 FTG ---- PE 0.0 625 76.0 0.0 17.9 0.0 0.045 TL 12.00 PV Pipe: 46 -62.0 1.598 PL 12.00 PF 1.1 625 76.0 0.0 17.9 0.0 9.9 150 FTG PE 0.0 626 76.0 0.0 19.0 0.0 0.090 TL 12.00 PV Pipe: 47 -89.5 1.598 PL 9.00 PF 1.6 626 76.0 0.0 19.0 0.0 14.3 150 FTG ---- PE 0.0 630 76.0 0.0 20.6 0.0 0.177 TL 9.00 PV Pipe: 48 -30.7 1.598 PL 12.50 PF 0.3 617 76.0 0.0 16.2 0.0 4.9 150 FTG ---- PE 0.0 621 76.0 0.0 16.5 0.0 0.025 TL 12.50 PV Pipe: 49 -14.9 1.598 PL 11.00 PF 0.1 621 76.0 0.0 16.5 0.0 2.4 150 FTG T PE 0.0 622 76.0 0.0 16.7 0.0 0.006 TL 19.00 PV Pipe: 50 -14.9 1.598 PL 187.00 PF 1.3 622 76.0 0.0 16.7 0.0 2.4 150 FTG T PE 0.0 623 76.0 0.0 17.9 0.0 0.006 TL 195.00 PV Pipe: 51 11.4 1.598 PL 11.00 PF 0.1 617 76.0 0.0 16.2 0.0 1.8 150 FTG T PE 0.0 618 76.0 0.0 16.2 0.0 0.004 TL 19.00 PV Pipe: 52 -7.5 1.598 PL 12.00 PF 0.0 618 76.0 0.0 16.2 0.0 1.2 150 FTG ---- PE 0.0 619 76.0 0.0 16.2 0.0 0.002 TL 12.00 PV Pipe: 53 -14.9 1.598 PL 12.00 PF 0.1 619 76.0 0.0 16.2 0.0 2.4 150 FTG PE 0.0 620 76.0 0.0 16.3 0.0 0.006 TL 12.00 PV Pipe: 54 -20.5 1.598 PL 95.00 PF 1.1 620 76.0 0.0 16.3 0.0 3.3 150 FTG ---- PE 0.0 624 76.0 0.0 17.4 0.0 0.012 TL 95.00 PV Pipe: 55 -15.8 1.598 PL 177.00 PF 1.4 621 76.0 0.0 16.5 0.0 2.5 150 FTG 2T PE 0.0 623 76.0 0.0 17.9 0.0 0.007 TL 193.00 PV Pipe: 56 -30.7 1.598 PL 12.50 PF 0.3 623 76.0 0.0 17.9 0.0 4.9 150 FTG ---- PE 0.0 627 76.0 0.0 18.2 0.0 0.025 TL 12.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L6 WET.SDF JOB TITLE: Anthology of Edmonds - L6 Attic 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: 60 -186.0 2.003 PL 14.00 PF 7.5 630 76.0 0.0 20.6 0.0 18.9 150 FTG ET PE 0.0 635 76.0 0.0 28.1 0.0 0.228 TL 33.00 PV Pipe: 61 186.0 2.185 PL 7.00 PF 10.2 640 70.0 0.0 40.9 0.0 15.9 150 FTG ETCB PE -2.6 635 76.0 0.0 28.1 0.0 0.150 TL 68.05 PV Pipe: 62 -186.0 4.298 PL 35.50 PF 0.3 640 70.0 0.0 40.9 0.0 4.1 120 FTG ---- PE 15.4 M5 34.5 0.0 56.6 0.0 0.008 TL 35.50 PV Pipe: 63 -186.0 4.298 PL 12.00 PF 0.8 M5 34.5 0.0 56.6 0.0 4.1 120 FTG E2TB PE 0.0 M10 34.5 0.0 57.3 0.0 0.008 TL 92.90 PV Pipe: 64 -186.0 4.298 PL 97.00 PF 1.1 M10 34.5 0.0 57.3 0.0 4.1 120 FTG 4E PE 0.0 M15 34.5 0.0 58.5 0.0 0.008 TL 134.20 PV Pipe: 65 -186.0 4.298 PL 17.50 PF 0.5 M15 34.5 0.0 58.5 0.0 4.1 120 FTG ET PE 4.8 M20 23.5 0.0 63.7 0.0 0.008 TL 58.70 PV Pipe: 66 -186.0 4.298 PL 5.00 PF 0.1 M20 23.5 0.0 63.7 0.0 4.1 120 FTG E PE 0.0 M25 23.5 0.0 63.8 0.0 0.008 TL 14.30 PV Pipe: 67 -186.0 4.298 PL 9.50 PF 0.3 M25 23.5 0.0 63.8 0.0 4.1 120 FTG T PE 4.1 M30 14.0 0.0 68.3 0.0 0.008 TL 41.40 PV Pipe: 68 -186.0 4.298 PL 9.50 PF 0.3 M30 14.0 0.0 68.3 0.0 4.1 120 FTG 3E PE 0.0 BF1 14.0 0.0 68.6 0.0 0.008 TL 37.40 PV Pipe: 69 FIXED PRESSURE LOSS DEVICE BF2 14.0 0.0 73.6 0.0 5.0 psi, 186.0 gpm BF1 14.0 0.0 68.6 0.0 Pipe: 70 -186.0 4.298 PL 7.00 PF 0.1 BF2 14.0 0.0 73.6 0.0 4.1 150 FTG E PE 2.6 UG1 8.0 0.0 76.3 0.0 0.006 TL 21.05 PV Pipe: 71 -186.0 6.160 PL 55.00 PF 0.1 UG1 8.0 0.0 76.3 0.0 2.0 140 FTG TG PE -1.7 SRC 12.0 SRCE 74.7 (N/A) 0.001 TL 99.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L6 WET.SDF JOB TITLE: Anthology of Edmonds - L6 Attic NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621553 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 0.004 gpm and a maximum imbalance at any node of 0.188 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18.9 ft/sec at pipe 60. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 87.76 psi with a flow of 314.63 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: Smith PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVl BfyVl GatVl 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: P MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C G B Ell Tee 45 teeRu Coup Gva Bfy 1.598 7.00 8.00 2.00 1.00 1.00 1.00 6.00 2.003 9.00 10.00 2.00 1.00 1.00 2.00 7.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVl BfyVl GatVl AlmCh DPVly flex 2.185 4.60 15.20 2.40 14.40 6.20 1.00 12.40 12.40 0.00 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L6 WET.SDF JOB TITLE: Anthology of Edmonds - L6 Attic WATER SUPPLY ANALYSIS 100.0 L E.1111K1] G A U G 60.0 E P R E 40.0 S S U R 20.0 E p s 0.0 i -14.7 Static: 88.00 psi Resid: 86.00 psi Flow: 1000.0 gpm LEGEND L q Available pressure 87.80 psi @ 286.0 gpm > Required pressure 74.71 psi @ 286.0 gpm Avail. OnSite Demand Press. 87.80 psi @ 186.0 gpm Req. OnSite Demand Press. 74.71 psi @ 186.0 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 200300 400 500 600 700 800 900 1000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/8/2022N FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC22102 L6 WET.SDF JOB TITLE: Anthology of Edmonds - L6 Attic WATER SUPPLY CURVE 96+ 86.0 psi @ 1000 gpm-> Flow Test Point X 72+ P 64+ R E S S 56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND IT I TV X = Required Water Supply IT 74.71 psi @ 286.0 gpm IT 8 + IT 0 = Available Water Supply " 87.80 psi @ 286.0 gpm " I 0++-+---+----+-----+------+----+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)