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FIR2021-0070+Calculations+7.9.2021_2.08.34_PM+2292787RECEIVED FIR2021-0070 Jul 12 2021 CITY OF EDMONDS SMITH FIRE SYSTEMS, INC. DEVELOPMENT SERVICES DEPARTMENT 1106 54th Avenue East Tacoma, Washington 98424 (253) 926-1880 FAX (253) 926-2350 REVIEWED CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME: HWY 99 EDMONDS APARTMENTS JOB NO.: NC20001 DATE: 7-9-2021 ADDRESS: 23326 HIGHWAY 99 BY: BILL WOLF EDMONDS, WA 98026 SYSTEM DESIGNATION: P1 WET 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 900 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 45 "C" FACTOR OVERHEAD: 120 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 110 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 FR TEMPERATURE: 1550 K-FACTOR: 5.6K ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 72.48 PSI RESIDUAL 5.12 PSI FLOW 3000 GPM ELEVATION OF TEST: 405 FT. ABOVE SEA LEVEL DATE OF TEST: 2015 DATA PROVIDED BY: OLYMPIC VIEW WATER LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 159.6 GPM REQUIRED AT 30.7 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) ci innnnADV 259.6 GPM REQUIRED AT 38.8 PSI AT CONNECTION TO SOURCE (INCLUDING 100 GPM FOR TOTAL HOSE STREAMS) WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott 0627-1019-C Level Smith Fire Systems, Inc. N SMITHFS1360TV4 m �o Expires I gnature 12/31/2 I Si CERTIFICATE OF COMPETENCY STAMP iiiiiiiiii iiiiiiiiii iiiiiiiiii iiiiiiiiii iiiiiiiiii SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P1 WET SYSTEM.SDF JOB TITLE: HIGHWAY 99 1ST FLR LOBBY WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 72.5 5.1 3000.0 71.8 259.6 38.8 Available pressure is 33.0 psi (46%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 259.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 159.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 419.1 K= 5.60 10.4 18.1 102 419.1 K= 5.60 7.2 15.0 103 419.1 K= 5.60 8.0 15.9 104 419.1 K= 5.60 7.2 15.0 105 419.1 K= 5.60 8.1 15.9 106 419.1 K= 5.60 7.3 15.2 107 419.1 K= 5.60 8.2 16.0 108 419.1 K= 5.60 7.4 15.3 109 419.1 K= 5.60 8.1 15.9 110 419.1 K= 5.60 9.6 17.3 111 419.1 - - - - 10.4 - - - 112 419.1 - - - - 10.5 - - - 113 419.1 - - - - 10.6 - - - 114 419.1 - - - - 11.0 - - - 115 419.1 - - - - 17.8 - - - 116 418.6 - - - - 25.7 - - - W2 411.8 - - - - 30.7 - - - W5 411.8 - - - - 30.7 - - - UG 410.3 - - - - 31.4 - - - BF1 406.3 - - - - 33.2 - - - BF2 406.3 - - - - 38.2 - - - SOURCE 405.0 SOURCE 38.8 159.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P1 WET SYSTEM.SDF JOB TITLE: HIGHWAY 99 1ST FLR LOBBY 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 -18.1 2.703 PL 10.00 PF 0.0 101 419.1 5.6 10.4 18.1 1.0 120 FTG ---- PE 0.0 111 419.1 0.0 10.4 0.0 0.001 TL 10.00 PV Pipe: 2 -15.0 1.049 PL 11.00 PF 0.8 102 419.1 5.6 7.2 15.0 5.6 120 FTG ---- PE 0.0 103 419.1 5.6 8.0 15.9 0.076 TL 11.00 PV Pipe: 3 -30.9 1.049 PL 3.25 PF 2.4 103 419.1 5.6 8.0 15.9 11.5 120 FTG T PE 0.0 111 419.1 0.0 10.4 0.0 0.290 TL 8.25 PV Pipe: 4 -15.0 1.049 PL 11.00 PF 0.8 104 419.1 5.6 7.2 15.0 5.6 120 FTG ---- PE 0.0 105 419.1 5.6 8.1 15.9 0.077 TL 11.00 PV Pipe: 5 -31.0 1.049 PL 3.25 PF 2.4 105 419.1 5.6 8.1 15.9 11.5 120 FTG T PE 0.0 112 419.1 0.0 10.5 0.0 0.292 TL 8.25 PV Pipe: 6 -15.2 1.049 PL 11.00 PF 0.9 106 419.1 5.6 7.3 15.2 5.6 120 FTG ---- PE 0.0 107 419.1 5.6 8.2 16.0 0.078 TL 11.00 PV Pipe: 7 -31.2 1.049 PL 3.25 PF 2.4 107 419.1 5.6 8.2 16.0 11.6 120 FTG T PE 0.0 113 419.1 0.0 10.6 0.0 0.296 TL 8.25 PV Pipe: 8 -15.3 1.049 PL 8.00 PF 0.6 108 419.1 5.6 7.4 15.3 5.7 120 FTG ---- PE 0.0 109 419.1 5.6 8.1 15.9 0.079 TL 8.00 PV Pipe: 9 -31.2 1.049 PL 5.17 PF 1.5 109 419.1 5.6 8.1 15.9 11.6 120 FTG ---- PE 0.0 110 419.1 5.6 9.6 17.3 0.295 TL 5.17 PV Pipe: 10 -48.5 1.380 PL 2.25 PF 1.5 110 419.1 5.6 9.6 17.3 10.4 120 FTG T PE 0.0 114 419.1 0.0 11.0 0.0 0.176 TL 8.25 PV Pipe: 11 -48.9 2.703 PL 10.00 PF 0.1 111 419.1 0.0 10.4 0.0 2.7 120 FTG ---- PE 0.0 112 419.1 0.0 10.5 0.0 0.007 TL 10.00 PV Pipe: 12 -79.9 2.703 PL 10.00 PF 0.2 112 419.1 0.0 10.5 0.0 4.5 120 FTG ---- PE 0.0 113 419.1 0.0 10.6 0.0 0.017 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P1 WET SYSTEM.SDF JOB TITLE: HIGHWAY 99 1ST FLR LOBBY PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -111.1 2.703 PL 12.67 PF 0.4 113 419.1 0.0 10.6 0.0 6.2 120 FTG ---- PE 0.0 114 419.1 0.0 11.0 0.0 0.031 TL 12.67 PV Pipe: 14 -159.6 2.703 PL 104.63 PF 6.7 114 419.1 0.0 11.0 0.0 8.9 120 FTG E PE 0.0 115 419.1 0.0 17.8 0.0 0.060 TL 111.33 PV Pipe: 15 -159.6 2.703 PL 87.04 PF 7.7 115 419.1 0.0 17.8 0.0 8.9 120 FTG 6E PE 0.2 116 418.6 0.0 25.7 0.0 0.060 TL 127.24 PV Pipe: 16 -159.6 2.703 PL 6.79 PF 2.1 116 418.6 0.0 25.7 0.0 8.9 120 FTG TB PE 2.9 W2 411.8 0.0 30.7 0.0 0.060 TL 34.19 PV Pipe: 17 -159.6 6.357 PL 5.00 PF 0.0 W2 411.8 0.0 30.7 0.0 1.6 120 FTG T PE 0.0 W5 411.8 0.0 30.7 0.0 0.001 TL 49.00 PV Pipe: 18 -159.6 6.357 PL 1.50 PF 0.0 W5 411.8 0.0 30.7 0.0 1.6 120 FTG ---- PE 0.6 UG 410.3 0.0 31.4 0.0 0.001 TL 1.50 PV Pipe: 19 -159.6 6.160 PL 35.75 PF 0.1 UG 410.3 0.0 31.4 0.0 1.7 140 FTG 4E PE 1.7 BF1 406.3 0.0 33.2 0.0 0.001 TL 83.75 PV Pipe: 20 FIXED PRESSURE LOSS DEVICE BF2 406.3 0.0 38.2 0.0 5.0 psi, 159.6 gpm BF1 406.3 0.0 33.2 0.0 Pipe: 21 -159.6 6.160 PL 12.00 PF 0.0 BF2 406.3 0.0 38.2 0.0 1.7 140 FTG TG PE 0.6 SOURCE 405.0 SRCE 38.8 (N/A) 0.001 TL 56.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2020 D computer program in accordance with NFPA13 (2016) 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 0.046 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P1 WET SYSTEM.SDF JOB TITLE: HIGHWAY 99 1ST FLR LOBBY (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.6 ft/sec at pipe 7. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 71.28 psi with a flow of 340.38 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPVly fleX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 0.00 1.380 3.00 6.00 1.00 7.00 6.00 1.00 0.00 0.00 0.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPVly fleX 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 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 ChkVly BfyVly GatVly A1mChk DPVly fleX 2.703 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 0.00 80.0 70.0 G A U 60.0 G E 50.0 P R E S S U R E 40.0 30.0 20.0 10.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 72.48 psi Resid: 5.12 psi Flow: 3000.0 gpm �l C-1 d O > lJ H tJ y .. H H J r � •• N x o H N � H x � � z H � r H x z U1 i-C H �3 U z x > r rCiM z r z H rnco O He m n to UJ H Hcrr� r x H 0 H Rd O > z C', � r / H x n � z � r H F< r � tJ H Ri H H O i-C O �3 tJ . N fn �4 U (D I -Xi cn 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 6 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P1 WET SYSTEM.SDF JOB TITLE: HIGHWAY 99 1ST FLR LOBBY WATER SUPPLY CURVE 84+ I I I 77+ I I 0 70+\ I \ I \ I \ 63+ \ I \ I \ I \ P 56+ \ R \ E \ S \ S 49+ \ U \ R \ E \ 42+ \ ( I \ P X \ S I \ I 35+ \ I \ I \ I \ 28+ \ I \ I \ I \ 21+ \ I \ I \ 14+ LEGEND \ I " \ X = Required Water Supply \ 38.79 psi @ 259.6 gpm \ 7+ \ 0 = Available Water Supply * <-5.1 psi @ 3000 gpm 71.75 psi @ 259.6 gpm Flow Test Point I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 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: HWY 99 EDMONDS APARTMENTS JOB NO.: NC20001 DATE: 7-9-2021 ADDRESS: 23326 HIGHWAY 99 BY: BILL WOLF EDMONDS, WA 98026 SYSTEM DESIGNATION: P1 GARAGE DRY HAZARD DESCRIPTION: ORDINARY HAZARD 1 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 SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 396 "C" FACTOR OVERHEAD: 100 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 112.5 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F156 TEMPERATURE: 155' K-FACTOR: 5.61K ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 72.48 PSI RESIDUAL 5.12 PSI FLOW 3000 GPM ELEVATION OF TEST: 405 FT. ABOVE SEA LEVEL DATE OF TEST: 2015 DATA PROVIDED BY: OLYMPIC VIEW WATER LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 360.5 GPM REQUIRED AT 49 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) ci innnnnDV 610.6 GPM REQUIRED AT 58.2 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 I Smith Fire Systems, Inc. N SMITHFS1360T m �o Expires I Signature 12/31/22 CERTIFICATE OF COMPETENCY STAMP iiiiiiiiii iiiiiiiiii iiiiiiiiii iiiiiiiiii iiiiiiiiii SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P1 GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P1 DRY PIPE PARKING GARAGE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 72.5 5.1 3000.0 68.9 610.6 58.2 Available pressure is 10.8 psi (16%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 610.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 360.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 121 420.1 K= 5.60 11.2 18.7 122 420.0 K= 5.60 11.3 18.8 123 420.0 K= 5.60 11.8 19.2 124 419.9 K= 5.60 12.7 20.0 125 420.0 K= 5.60 14.9 21.7 126 419.9 K= 5.60 15.1 21.8 127 420.0 K= 5.60 10.4 18.0 128 420.0 K= 5.60 11.6 19.1 129 420.0 K= 5.60 12.0 19.4 130 419.9 K= 5.60 13.0 20.2 131 419.9 K= 5.60 15.2 21.8 132 419.9 K= 5.60 15.3 21.9 133 420.0 K= 5.60 9.1 16.9 134 420.0 K= 5.60 9.2 17.0 135 419.9 K= 5.60 13.1 20.2 136 419.9 K= 5.60 13.9 20.9 137 419.9 K= 5.60 16.0 22.4 138 419.9 K= 5.60 16.2 22.5 D10 419.9 - - - - 15.9 - - - Dll 419.9 - - - - 16.2 - - - D12 419.9 - - - - 17.0 - - - D13 419.7 - - - - 31.1 - - - D14 417.6 - - - - 43.3 - - - D15 417.5 - - - - 44.4 - - - D16 412.7 - - - - 47.5 - - - W1 411.8 - - - - 49.0 - - - W5 411.8 - - - - 49.2 - - - UG 410.3 - - - - 49.8 - - - BF1 406.3 - - - - 51.9 - - - BF2 406.3 - - - - 57.4 - - - SOURCE 405.0 SOURCE 58.2 360.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\Pl GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P1 DRY PIPE PARKING GARAGE 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 1.710 PL 8.00 PF 0.1 121 420.1 5.6 11.2 18.7 2.6 100 FTG ---- PE 0.0 122 420.0 5.6 11.3 18.8 0.015 TL 8.00 PV Pipe: 2 -37.6 1.710 PL 8.00 PF 0.4 122 420.0 5.6 11.3 18.8 5.2 100 FTG ---- PE 0.0 123 420.0 5.6 11.8 19.2 0.054 TL 8.00 PV Pipe: 3 -56.8 1.710 PL 8.00 PF 0.9 123 420.0 5.6 11.8 19.2 7.9 100 FTG ---- PE 0.0 124 419.9 5.6 12.7 20.0 0.116 TL 8.00 PV Pipe: 4 -76.8 1.710 PL 6.75 PF 3.2 124 419.9 5.6 12.7 20.0 10.7 100 FTG T PE 0.0 D10 419.9 0.0 15.9 0.0 0.203 TL 15.65 PV Pipe: 5 -21.7 1.710 PL 8.00 PF 0.2 125 420.0 5.6 14.9 21.7 3.0 100 FTG ---- PE 0.0 126 419.9 5.6 15.1 21.8 0.020 TL 8.00 PV Pipe: 6 -43.4 1.710 PL 2.25 PF 0.8 126 419.9 5.6 15.1 21.8 6.1 100 FTG T PE 0.0 D10 419.9 0.0 15.9 0.0 0.071 TL 11.15 PV Pipe: 7 -18.0 1.049 PL 8.00 PF 1.2 127 420.0 5.6 10.4 18.0 6.7 100 FTG ---- PE 0.0 128 420.0 5.6 11.6 19.1 0.151 TL 8.00 PV Pipe: 8 -37.1 1.710 PL 8.00 PF 0.4 128 420.0 5.6 11.6 19.1 5.2 100 FTG ---- PE 0.0 129 420.0 5.6 12.0 19.4 0.053 TL 8.00 PV Pipe: 9 -56.5 1.710 PL 8.00 PF 0.9 129 420.0 5.6 12.0 19.4 7.9 100 FTG ---- PE 0.0 130 419.9 5.6 13.0 20.2 0.115 TL 8.00 PV Pipe: 10 -76.7 1.710 PL 6.75 PF 3.2 130 419.9 5.6 13.0 20.2 10.7 100 FTG T PE 0.0 D11 419.9 0.0 16.2 0.0 0.203 TL 15.65 PV Pipe: 11 -21.8 1.710 PL 8.00 PF 0.2 131 419.9 5.6 15.2 21.8 3.0 100 FTG ---- PE 0.0 132 419.9 5.6 15.3 21.9 0.020 TL 8.00 PV Pipe: 12 -43.8 1.710 PL 2.25 PF 0.8 132 419.9 5.6 15.3 21.9 6.1 100 FTG T PE 0.0 D11 419.9 0.0 16.2 0.0 0.072 TL 11.15 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\Pl GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P1 DRY PIPE PARKING GARAGE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -16.9 1.710 PL 8.00 PF 0.1 133 420.0 5.6 9.1 16.9 2.4 100 FTG ---- PE 0.0 134 420.0 5.6 9.2 17.0 0.012 TL 8.00 PV Pipe: 14 -33.9 1.049 PL 8.00 PF 3.9 134 420.0 5.6 9.2 17.0 12.6 100 FTG ---- PE 0.0 135 419.9 5.6 13.1 20.2 0.483 TL 8.00 PV Pipe: 15 -54.1 1.710 PL 8.00 PF 0.9 135 419.9 5.6 13.1 20.2 7.6 100 FTG ---- PE 0.0 136 419.9 5.6 13.9 20.9 0.106 TL 8.00 PV Pipe: 16 -75.0 1.710 PL 6.75 PF 3.0 136 419.9 5.6 13.9 20.9 10.5 100 FTG T PE 0.0 D12 419.9 0.0 17.0 0.0 0.195 TL 15.65 PV Pipe: 17 -22.4 1.710 PL 8.00 PF 0.2 137 419.9 5.6 16.0 22.4 3.1 100 FTG ---- PE 0.0 138 419.9 5.6 16.2 22.5 0.021 TL 8.00 PV Pipe: 18 -44.9 1.710 PL 2.25 PF 0.8 138 419.9 5.6 16.2 22.5 6.3 100 FTG T PE 0.0 D12 419.9 0.0 17.0 0.0 0.075 TL 11.15 PV Pipe: 20 -120.2 3.314 PL 12.50 PF 0.2 D10 419.9 0.0 15.9 0.0 4.5 100 FTG ---- PE 0.0 D11 419.9 0.0 16.2 0.0 0.019 TL 12.50 PV Pipe: 21 -240.6 3.314 PL 12.50 PF 0.8 D11 419.9 0.0 16.2 0.0 9.0 100 FTG ---- PE 0.0 D12 419.9 0.0 17.0 0.0 0.067 TL 12.50 PV Pipe: 22 -360.5 3.314 PL 81.12 PF 14.1 D12 419.9 0.0 17.0 0.0 13.4 100 FTG T PE 0.1 D13 419.7 0.0 31.1 0.0 0.142 TL 99.22 PV Pipe: 23 -360.5 4.298 PL 258.33 PF 11.2 D13 419.7 0.0 31.1 0.0 8.0 100 FTG T PE 0.9 D14 417.6 0.0 43.3 0.0 0.040 TL 281.03 PV Pipe: 26 -360.5 4.298 PL 20.00 PF 1.1 D14 417.6 0.0 43.3 0.0 8.0 100 FTG E PE 0.0 D15 417.5 0.0 44.4 0.0 0.040 TL 26.60 PV Pipe: 27 -360.5 4.298 PL 4.84 PF 1.0 D15 417.5 0.0 44.4 0.0 8.0 100 FTG D PE 2.1 D16 412.7 0.0 47.5 0.0 0.040 TL 25.44 PV Pipe: 28 -360.5 4.298 PL 0.84 PF 1.2 D16 412.7 0.0 47.5 0.0 8.0 120 FTG TB PE 0.4 W1 411.8 0.0 49.0 0.0 0.029 TL 40.54 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P1 GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P1 DRY PIPE PARKING GARAGE 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: 29 -360.5 6.160 PL 6.92 PF 0.2 W1 411.8 0.0 49.0 0.0 3.9 140 FTG T PE 0.0 W5 411.8 0.0 49.2 0.0 0.004 TL 46.92 PV Pipe: 30 -360.5 6.160 PL 1.50 PF 0.0 W5 411.8 0.0 49.2 0.0 3.9 140 FTG ---- PE 0.6 UG 410.3 0.0 49.8 0.0 0.004 TL 1.50 PV Pipe: 31 -360.5 6.160 PL 35.75 PF 0.3 UG 410.3 0.0 49.8 0.0 3.9 140 FTG 4E PE 1.7 BF1 406.3 0.0 51.9 0.0 0.004 TL 83.75 PV Pipe: 32 FIXED PRESSURE LOSS DEVICE BF2 406.3 0.0 57.4 0.0 5.5 psi, 360.5 gpm BF1 406.3 0.0 51.9 0.0 Pipe: 33 -360.6 6.160 PL 12.00 PF 0.2 BF2 406.3 0.0 57.4 0.0 3.9 140 FTG TG PE 0.6 SOURCE 405.0 SRCE 58.2 (N/A) 0.004 TL 56.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2020 D computer program in accordance with NFPA13 (2016) 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 0.161 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.4 ft/sec at pipe 22. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 68.49 psi with a flow of 651.11 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P1 GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P1 DRY PIPE PARKING GARAGE (6) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: S MATERIAL: S40 HWC: 100 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPVly fleX 1.049 1.40 3.60 1.00 3.60 4.30 1.00 0.00 0.00 0.00 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 ChkVly BfyVly GatVly A1mChk DPVly fleX 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 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 ChkVly BfyVly GatVly A1mChk 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 80.0 70.0 G A U 60.0 G E 50.0 P R E S S U R E P s 1 40.0 30.0 20.0 10.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 72.48 psi Resid: 5.12 psi Flow: 3000.0 gpm �l C-1 d O > lJ H tJ y .. H H J r � •• N x o H N � H x � � z H � r � b b x z H i-C H C7 � d z x z > r F< Ci r z Ri H H n Cn Ri H< m n co �3 brr� 7d C! x r x H 0 (i H Rd O > z � �uor x n � z � r H i-C r � tJ H ro H z d z Fc b d rn 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: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P1 GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P1 DRY PIPE PARKING GARAGE WATER SUPPLY CURVE 70+\ 0 I \ I \ 63+ \ I \ I \ x \ P 56+ \ R \ E \ S \ S 49+ \ U \ R \ E \ 42+ \ ( I \ P \ S \ I 35+ \ I \ I \ I \ 28+ \ I \ I \ I \ 21+ \ I \ I \ 14+ LEGEND \ I " \ X = Required Water Supply \ 58.17 psi @ 610.6 gpm \ 7+ \ 0 = Available Water Supply * <-5.1 psi @ 3000 gpm 68.94 psi @ 610.6 gpm Flow Test Point I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 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: HWY 99 EDMONDS APARTMENTS JOB NO.: NC20001 DATE: 7-9-2021 ADDRESS: 23326 HIGHWAY 99 BY: BILL WOLF EDMONDS, WA 98026 SYSTEM DESIGNATION: P2 WET 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 900 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 22 "C" FACTOR OVERHEAD: 120 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 156 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 FR TEMPERATURE: 155' K-FACTOR: 5.61K ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 72.48 PSI RESIDUAL 5.12 PSI FLOW 3000 GPM ELEVATION OF TEST: 405 FT. ABOVE SEA LEVEL DATE OF TEST: 2015 DATA PROVIDED BY: OLYMPIC VIEW WATER LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 266.7 GPM REQUIRED AT 55.3 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) ci innnnnDV 366.7 GPM REQUIRED AT 63.7 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 Leve13 I Smith Fire Systems, Inc. N SMITHFS1360T m �o Expires I Signature 12/31/22 CERTIFICATE OF COMPETENCY STAMP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 WET SYSTEM.SDF JOB TITLE: HIGHWAY 99 2ND FLR LOBBY WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 72.5 5.1 3000.0 71.1 366.7 63.7 Available pressure is 7.4 psi (10%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 366.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 266.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 271 431.5 K= 5.60 8.3 16.1 272 431.5 K= 5.60 9.2 17.0 273 431.5 K= 5.60 12.2 19.5 274 431.5 - - - - 13.2 - - - 275 431.5 - - - - 17.7 - - - 276 431.5 K= 5.60 17.6 23.5 277 431.5 - - - - 17.8 - - - 278 431.5 K= 5.60 7.1 14.9 279 431.5 K= 5.60 7.8 15.7 280 431.5 K= 5.60 12.7 19.9 281 431.5 - - - - 12.8 - - - 282 431.5 K= 5.60 7.2 15.0 283 431.5 K= 5.60 7.9 15.8 284 431.5 K= 5.60 12.3 19.6 285 431.5 K= 5.60 12.4 19.7 286 431.5 - - - - 13.0 - - - 287 431.5 K= 5.60 13.1 20.3 288 431.5 - - - - 14.2 - - - 289 431.5 - - - - 17.9 - - - 290 431.5 K= 5.60 19.2 24.6 291 431.5 K= 5.60 20.0 25.0 292 431.5 - - - - 21.2 - - - 293 431.5 - - - - 34.8 - - - 294 417.9 - - - - 43.8 - - - 295 417.9 - - - - 47.4 - - - W3 411.8 - - - - 55.3 - - - W5 411.8 - - - - 55.4 - - - UG 410.3 - - - - 56.1 - - - BF1 406.3 - - - - 58.0 - - - BF2 406.3 - - - - 63.0 - - - SOURCE 405.0 SOURCE 63.7 266.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 WET SYSTEM.SDF JOB TITLE: HIGHWAY 99 2ND FLR LOBBY 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 -16.1 1.049 PL 10.00 PF 0.9 271 431.5 5.6 8.3 16.1 6.0 120 FTG ---- PE 0.0 272 431.5 5.6 9.2 17.0 0.088 TL 10.00 PV Pipe: 2 -33.1 1.049 PL 7.00 PF 4.0 272 431.5 5.6 9.2 17.0 12.3 120 FTG T PE 0.0 274 431.5 0.0 13.2 0.0 0.331 TL 12.00 PV Pipe: 3 -19.5 1.049 PL 3.00 PF 1.0 273 431.5 5.6 12.2 19.5 7.3 120 FTG T PE 0.0 274 431.5 0.0 13.2 0.0 0.125 TL 8.00 PV Pipe: 4 -52.7 1.380 PL 10.00 PF 4.5 274 431.5 0.0 13.2 0.0 11.3 120 FTG 2ET PE 0.0 275 431.5 0.0 17.7 0.0 0.205 TL 22.00 PV Pipe: 5 -52.7 2.185 PL 6.00 PF 0.1 275 431.5 0.0 17.7 0.0 4.5 120 FTG ---- PE 0.0 277 431.5 0.0 17.8 0.0 0.022 TL 6.00 PV Pipe: 6 -23.5 1.049 PL 1.00 PF 0.2 276 431.5 5.6 17.6 23.5 8.7 120 FTG ---- PE 0.0 277 431.5 0.0 17.8 0.0 0.176 TL 1.00 PV Pipe: 7 -76.2 2.185 PL 3.25 PF 0.1 277 431.5 0.0 17.8 0.0 6.5 120 FTG ---- PE 0.0 289 431.5 0.0 17.9 0.0 0.043 TL 3.25 PV Pipe: 8 -14.9 1.049 PL 10.00 PF 0.8 278 431.5 5.6 7.1 14.9 5.5 120 FTG ---- PE 0.0 279 431.5 5.6 7.8 15.7 0.075 TL 10.00 PV Pipe: 9 -30.6 1.049 PL 8.58 PF 5.0 279 431.5 5.6 7.8 15.7 11.3 120 FTG 2ET PE 0.0 281 431.5 0.0 12.8 0.0 0.285 TL 17.58 PV Pipe: 10 -19.9 1.710 PL 1.83 PF 0.2 280 431.5 5.6 12.7 19.9 2.8 120 FTG T PE 0.0 281 431.5 0.0 12.8 0.0 0.012 TL 14.33 PV Pipe: 11 -50.5 2.185 PL 7.50 PF 0.2 281 431.5 0.0 12.8 0.0 4.3 120 FTG ---- PE 0.0 286 431.5 0.0 13.0 0.0 0.020 TL 7.50 PV Pipe: 12 -15.0 1.049 PL 10.00 PF 0.8 282 431.5 5.6 7.2 15.0 5.6 120 FTG ---- PE 0.0 283 431.5 5.6 7.9 15.8 0.076 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 WET SYSTEM.SDF JOB TITLE: HIGHWAY 99 2ND FLR LOBBY PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -30.8 1.049 PL 8.58 PF 5.1 283 431.5 5.6 7.9 15.8 11.4 120 FTG 2ET PE 0.0 286 431.5 0.0 13.0 0.0 0.289 TL 17.58 PV Pipe: 14 -19.6 1.710 PL 11.83 PF 0.1 284 431.5 5.6 12.3 19.6 2.7 120 FTG ---- PE 0.0 285 431.5 5.6 12.4 19.7 0.012 TL 11.83 PV Pipe: 15 -39.3 1.710 PL 1.83 PF 0.6 285 431.5 5.6 12.4 19.7 5.5 120 FTG T PE 0.0 286 431.5 0.0 13.0 0.0 0.042 TL 14.33 PV Pipe: 16 -120.6 2.185 PL 7.67 PF 1.2 286 431.5 0.0 13.0 0.0 10.3 120 FTG E PE 0.0 288 431.5 0.0 14.2 0.0 0.101 TL 12.27 PV Pipe: 17 -20.3 1.049 PL 3.25 PF 1.1 287 431.5 5.6 13.1 20.3 7.5 120 FTG T PE 0.0 288 431.5 0.0 14.2 0.0 0.134 TL 8.25 PV Pipe: 18 -140.9 2.185 PL 12.17 PF 3.7 288 431.5 0.0 14.2 0.0 12.1 120 FTG T PE 0.0 289 431.5 0.0 17.9 0.0 0.135 TL 27.37 PV Pipe: 19 -217.1 2.185 PL 10.75 PF 3.2 289 431.5 0.0 17.9 0.0 18.6 120 FTG ---- PE 0.0 292 431.5 0.0 21.2 0.0 0.301 TL 10.75 PV Pipe: 20 -24.6 1.049 PL 5.25 PF 1.9 290 431.5 5.6 19.2 24.6 9.1 120 FTG T PE 0.0 292 431.5 0.0 21.2 0.0 0.190 TL 10.25 PV Pipe: 21 -25.0 1.049 PL 1.00 PF 1.2 291 431.5 5.6 20.0 25.0 9.3 120 FTG T PE 0.0 292 431.5 0.0 21.2 0.0 0.197 TL 6.00 PV Pipe: 22 -266.7 2.185 PL 26.29 PF 13.6 292 431.5 0.0 21.2 0.0 22.8 120 FTG E PE 0.0 293 431.5 0.0 34.8 0.0 0.440 TL 30.89 PV Pipe: 23 -266.7 2.703 PL 13.58 PF 3.2 293 431.5 0.0 34.8 0.0 14.9 120 FTG E PE 5.9 294 417.9 0.0 43.8 0.0 0.156 TL 20.28 PV Pipe: 24 -266.7 2.703 PL 9.71 PF 3.6 294 417.9 0.0 43.8 0.0 14.9 120 FTG 2E PE 0.0 295 417.9 0.0 47.4 0.0 0.156 TL 23.11 PV Pipe: 25 -266.7 2.703 PL 6.17 PF 5.2 295 417.9 0.0 47.4 0.0 14.9 120 FTG TB PE 2.7 W3 411.8 0.0 55.3 0.0 0.156 TL 33.57 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 WET SYSTEM.SDF JOB TITLE: HIGHWAY 99 2ND FLR LOBBY PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -266.7 6.357 PL 3.33 PF 0.1 W3 411.8 0.0 55.3 0.0 2.7 120 FTG T PE 0.0 W5 411.8 0.0 55.4 0.0 0.002 TL 47.33 PV Pipe: 27 -266.7 6.357 PL 1.50 PF 0.0 W5 411.8 0.0 55.4 0.0 2.7 120 FTG ---- PE 0.6 UG 410.3 0.0 56.1 0.0 0.002 TL 1.50 PV Pipe: 28 -266.7 6.160 PL 35.75 PF 0.2 UG 410.3 0.0 56.1 0.0 2.9 140 FTG 4E PE 1.7 BF1 406.3 0.0 58.0 0.0 0.002 TL 83.75 PV Pipe: 29 FIXED PRESSURE LOSS DEVICE BF2 406.3 0.0 63.0 0.0 5.0 psi, 266.7 gpm BF1 406.3 0.0 58.0 0.0 Pipe: 30 -266.7 6.160 PL 12.00 PF 0.1 BF2 406.3 0.0 63.0 0.0 2.9 140 FTG TG PE 0.6 SOURCE 405.0 SRCE 63.7 (N/A) 0.002 TL 56.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2020 D computer program in accordance with NFPA13 (2016) 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 0.157 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.8 ft/sec at pipe 22. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 70.95 psi with a flow of 387.65 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 WET SYSTEM.SDF JOB TITLE: HIGHWAY 99 2ND FLR LOBBY (6) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPVly fleX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 0.00 1.380 3.00 6.00 1.00 7.00 6.00 1.00 0.00 0.00 0.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPVly fleX 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 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 ChkVly BfyVly GatVly A1mChk DPVly fleX 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 2.185 4.60 15.20 2.40 14.40 6.20 1.00 12.40 12.40 0.00 2.703 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 0.00 80.0 70.0 G A U 60.0 G E 50.0 P R E S S U R E 40.0 30.0 20.0 10.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 72.48 psi Resid: 5.12 psi Flow: 3000.0 gpm �l C-1 d O > lJ H tJ y .. H H J r � •• N x o H N � H x � � z H � r N x 'd C7 C7 � z x > r rCiM z r z H t-r n to O He m n to UJ H Hcrr� r x H 0 H Rd O > z C', � r / H x n � z � r H F< r � tJ H Ri N tJ H O i-C O �3 tJ . N fn �4 U (D rn 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: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 WET SYSTEM.SDF JOB TITLE: HIGHWAY 99 2ND FLR LOBBY WATER SUPPLY CURVE 84+ I I I 77+ I I *0 70+\ I \ I \ I \ 63+X \ I \ I \ I \ P 56+ \ R \ E \ S \ S 49+ \ U \ R \ E \ 42+ \ ( I \ P \ S \ I 35+ \ I \ I \ I \ 28+ \ I \ I \ I \ 21+ \ I \ I \ 14+ LEGEND \ I " \ X = Required Water Supply \ 63.69 psi @ 366.7 gpm \ 7+ \ 0 = Available Water Supply * <-5.1 psi @ 3000 gpm 71.10 psi @ 366.7 gpm Flow Test Point I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 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: HWY 99 EDMONDS APARTMENTS JOB NO.: NC20001 DATE: 7-9-2021 ADDRESS: 23326 HIGHWAY 99 BY: BILL WOLF EDMONDS, WA 98026 SYSTEM DESIGNATION: P2 GARAGE DRY HAZARD DESCRIPTION: ORDINARY HAZARD 1 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 SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 454 "C" FACTOR OVERHEAD: 100 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 108 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F156 TEMPERATURE: 155' K-FACTOR: 5.61K ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 72.48 PSI RESIDUAL 5.12 PSI FLOW 3000 GPM ELEVATION OF TEST: 405 FT. ABOVE SEA LEVEL DATE OF TEST: 2015 DATA PROVIDED BY: OLYMPIC VIEW WATER LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 398.6 GPM REQUIRED AT 50.5 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) ci innnnnDV 648.7 GPM REQUIRED AT 59.8 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 I Smith Fire Systems, Inc. N SMITHFS1360T m �o Expires I Signature 12/31/22 CERTIFICATE OF COMPETENCY STAMP iiiiiiiiii iiiiiiiiii iiiiiiiiii iiiiiiiiii iiiiiiiiii SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P2 DRY PIPE PARKING WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 72.5 5.1 3000.0 68.5 648.7 59.8 Available pressure is 8.7 psi (13%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 648.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 398.7 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT-2) (GPM/FT-2) 220 430.8 K= 5.60 8.5 16.3 87.8 0.150 0.186 220B 430.8 K= 5.60 8.2 16.0 80.0 0.200 0.200 220A 430.2 - - - - 9.4 - - - - - - - - - - - - 221 430.2 K= 5.60 9.4 17.2 104.0 0.150 0.165 222 430.1 K= 5.60 9.8 17.5 104.0 0.150 0.169 223 430.1 K= 5.60 10.6 18.2 104.0 0.150 0.175 224 430.2 K= 5.60 11.5 19.0 104.0 0.150 0.182 225 430.1 K= 5.60 11.6 19.1 108.0 0.150 0.177 226 430.1 K= 5.60 12.1 19.4 108.0 0.150 0.180 227 430.8 K= 5.60 8.6 16.4 108.0 0.150 0.152 227A 430.2 - - - - 9.4 - - - - - - - - - - - - 228 430.2 K= 5.60 9.5 17.2 108.0 0.150 0.160 229 430.1 K= 5.60 9.9 17.6 108.0 0.150 0.163 230 430.1 K= 5.60 10.6 18.3 108.0 0.150 0.169 231 430.1 K= 5.60 11.5 19.0 108.0 0.150 0.176 232 430.1 K= 5.60 11.7 19.1 108.0 0.150 0.177 233 430.1 K= 5.60 12.1 19.5 108.0 0.150 0.181 234 430.8 K= 5.60 8.8 16.6 108.0 0.150 0.154 234A 430.2 - - - - 9.6 - - - - - - - - - - - - 235 430.1 K= 5.60 9.7 17.5 108.0 0.150 0.162 236 430.1 K= 5.60 10.1 17.8 108.0 0.150 0.165 237 430.1 K= 5.60 10.9 18.5 108.0 0.150 0.171 238 430.1 K= 5.60 11.8 19.3 108.0 0.150 0.178 239 430.1 K= 5.60 12.0 19.4 108.0 0.150 0.179 240 430.0 K= 5.60 12.4 19.8 108.0 0.150 0.183 D25 430.1 - - - - 13.2 - - - - - - - - - - - - D25A 430.1 - - - - 13.3 - - - - - - - - - - - - D26 430.1 - - - - 13.3 - - - - - - - - - - - - D27 430.0 - - - - 13.7 - - - - - - - - - - - - D28 429.8 - - - - 19.8 - - - - - - - - - - - - D35 429.2 - - - - 38.5 - - - - - - - - - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P2 DRY PIPE PARKING NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT-2) (GPM/FT-2) D36 418.2 - - - - 44.2 - - - - - - - - - - - - D37 418.1 - - - - 45.2 - - - - - - - - - - - - D38 412.7 - - - - 48.8 - - - - - - - - - - - - W4 411.8 - - - - 50.5 - - - - - - - - - - - - W5 411.8 - - - - 50.7 - - - - - - - - - - - - UG 410.3 - - - - 51.4 - - - - - - - - - - - - BF1 406.3 - - - - 53.5 - - - - - - - - - - - - BF2 406.3 - - - - 59.0 - - - - - - - - - - - - SOURCE 405.0 SOURCE 59.8 398.7 - - - - - - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P2 DRY PIPE PARKING 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 -16.3 1.049 PL 30.33 PF 4.4 220 430.8 5.6 8.5 16.3 6.1 100 FTG ET PE 0.3 D25A 430.1 0.0 13.3 0.0 0.125 TL 35.33 PV Pipe: lA -16.0 1.049 PL 2.67 PF 0.9 220B 430.8 5.6 8.2 16.0 5.9 100 FTG ET PE 0.3 220A 430.2 0.0 9.4 0.0 0.121 TL 7.67 PV Pipe: 2 -16.0 1.710 PL 6.67 PF 0.1 220A 430.2 0.0 9.4 0.0 2.2 100 FTG ---- PE 0.0 221 430.2 5.6 9.4 17.2 0.011 TL 6.67 PV Pipe: 3 -33.2 1.710 PL 8.00 PF 0.3 221 430.2 5.6 9.4 17.2 4.6 100 FTG ---- PE 0.0 222 430.1 5.6 9.8 17.5 0.043 TL 8.00 PV Pipe: 4 -50.7 1.710 PL 8.00 PF 0.8 222 430.1 5.6 9.8 17.5 7.1 100 FTG ---- PE 0.0 223 430.1 5.6 10.6 18.2 0.094 TL 8.00 PV Pipe: 5 -68.9 1.710 PL 7.00 PF 2.6 223 430.1 5.6 10.6 18.2 9.6 100 FTG T PE 0.0 D25 430.1 0.0 13.2 0.0 0.167 TL 15.90 PV Pipe: 6 -19.0 1.710 PL 8.00 PF 0.1 224 430.2 5.6 11.5 19.0 2.6 100 FTG ---- PE 0.0 225 430.1 5.6 11.6 19.1 0.015 TL 8.00 PV Pipe: 7 -38.0 1.710 PL 8.00 PF 0.4 225 430.1 5.6 11.6 19.1 5.3 100 FTG ---- PE 0.0 226 430.1 5.6 12.1 19.4 0.055 TL 8.00 PV Pipe: 8 -57.5 1.710 PL 1.00 PF 1.2 226 430.1 5.6 12.1 19.4 8.0 100 FTG T PE 0.0 D25 430.1 0.0 13.2 0.0 0.119 TL 9.90 PV Pipe: 9 -16.4 1.049 PL 0.67 PF 0.5 227 430.8 5.6 8.6 16.4 6.1 100 FTG T PE 0.3 227A 430.2 0.0 9.4 0.0 0.126 TL 4.27 PV Pipe: 9A -16.4 1.710 PL 8.00 PF 0.1 227A 430.2 0.0 9.4 0.0 2.3 100 FTG ---- PE 0.0 228 430.2 5.6 9.5 17.2 0.012 TL 8.00 PV Pipe: 10 -33.6 1.710 PL 8.00 PF 0.4 228 430.2 5.6 9.5 17.2 4.7 100 FTG ---- PE 0.0 229 430.1 5.6 9.9 17.6 0.044 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P2 DRY PIPE PARKING 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: 11 -51.2 1.710 PL 8.00 PF 0.8 229 430.1 5.6 9.9 17.6 7.2 100 FTG ---- PE 0.0 230 430.1 5.6 10.6 18.3 0.096 TL 8.00 PV Pipe: 12 -69.5 1.710 PL 7.00 PF 2.7 230 430.1 5.6 10.6 18.3 9.7 100 FTG T PE 0.0 D26 430.1 0.0 13.3 0.0 0.169 TL 15.90 PV Pipe: 13 -19.0 1.710 PL 8.00 PF 0.1 231 430.1 5.6 11.5 19.0 2.7 100 FTG ---- PE 0.0 232 430.1 5.6 11.7 19.1 0.015 TL 8.00 PV Pipe: 14 -38.2 1.710 PL 8.00 PF 0.4 232 430.1 5.6 11.7 19.1 5.3 100 FTG ---- PE 0.0 233 430.1 5.6 12.1 19.5 0.056 TL 8.00 PV Pipe: 15 -57.7 1.710 PL 1.00 PF 1.2 233 430.1 5.6 12.1 19.5 8.1 100 FTG T PE 0.0 D26 430.1 0.0 13.3 0.0 0.120 TL 9.90 PV Pipe: 16 -16.6 1.049 PL 0.67 PF 0.6 234 430.8 5.6 8.8 16.6 6.2 100 FTG T PE 0.3 234A 430.2 0.0 9.6 0.0 0.129 TL 4.27 PV Pipe: 16A -16.6 1.710 PL 8.00 PF 0.1 234A 430.2 0.0 9.6 0.0 2.3 100 FTG ---- PE 0.0 235 430.1 5.6 9.7 17.5 0.012 TL 8.00 PV Pipe: 17 -34.0 1.710 PL 8.00 PF 0.4 235 430.1 5.6 9.7 17.5 4.8 100 FTG ---- PE 0.0 236 430.1 5.6 10.1 17.8 0.045 TL 8.00 PV Pipe: 18 -51.9 1.710 PL 8.00 PF 0.8 236 430.1 5.6 10.1 17.8 7.2 100 FTG ---- PE 0.0 237 430.1 5.6 10.9 18.5 0.098 TL 8.00 PV Pipe: 19 -70.3 1.710 PL 7.00 PF 2.7 237 430.1 5.6 10.9 18.5 9.8 100 FTG T PE 0.0 D27 430.0 0.0 13.7 0.0 0.173 TL 15.90 PV Pipe: 20 -19.3 1.710 PL 8.00 PF 0.1 238 430.1 5.6 11.8 19.3 2.7 100 FTG ---- PE 0.0 239 430.1 5.6 12.0 19.4 0.016 TL 8.00 PV Pipe: 21 -38.6 1.710 PL 8.00 PF 0.5 239 430.1 5.6 12.0 19.4 5.4 100 FTG ---- PE 0.0 240 430.0 5.6 12.4 19.8 0.057 TL 8.00 PV Pipe: 22 -58.4 1.710 PL 1.00 PF 1.2 240 430.0 5.6 12.4 19.8 8.2 100 FTG T PE 0.0 D27 430.0 0.0 13.7 0.0 0.122 TL 9.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P2 DRY PIPE PARKING 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: 23 -126.4 4.298 PL 4.00 PF 0.0 D25 430.1 0.0 13.2 0.0 2.8 100 FTG ---- PE 0.0 D25A 430.1 0.0 13.3 0.0 0.006 TL 4.00 PV Pipe: 23A -142.7 4.298 PL 9.00 PF 0.1 D25A 430.1 0.0 13.3 0.0 3.2 100 FTG ---- PE 0.0 D26 430.1 0.0 13.3 0.0 0.007 TL 9.00 PV Pipe: 24 -269.9 4.298 PL 13.50 PF 0.3 D26 430.1 0.0 13.3 0.0 6.0 100 FTG ---- PE 0.0 D27 430.0 0.0 13.7 0.0 0.023 TL 13.50 PV Pipe: 25 -398.6 4.298 PL 119.58 PF 6.1 D27 430.0 0.0 13.7 0.0 8.8 100 FTG E PE 0.1 D28 429.8 0.0 19.8 0.0 0.048 TL 126.18 PV Pipe: 26 -398.6 4.298 PL 317.38 PF 18.4 D28 429.8 0.0 19.8 0.0 8.8 100 FTG 3E2T PE 0.3 D35 429.2 0.0 38.5 0.0 0.048 TL 382.58 PV Pipe: 27 -398.6 4.298 PL 12.00 PF 0.9 D35 429.2 0.0 38.5 0.0 8.8 100 FTG E PE 4.8 D36 418.2 0.0 44.2 0.0 0.048 TL 18.60 PV Pipe: 28 -398.6 4.298 PL 6.88 PF 1.0 D36 418.2 0.0 44.2 0.0 8.8 100 FTG 2E PE 0.0 D37 418.1 0.0 45.2 0.0 0.048 TL 20.08 PV Pipe: 29 -398.6 4.298 PL 5.42 PF 1.3 D37 418.1 0.0 45.2 0.0 8.8 100 FTG D PE 2.3 D38 412.7 0.0 48.8 0.0 0.048 TL 26.02 PV Pipe: 30 -398.6 4.298 PL 1.00 PF 1.4 D38 412.7 0.0 48.8 0.0 8.8 120 FTG TB PE 0.4 W4 411.8 0.0 50.5 0.0 0.034 TL 40.70 PV Pipe: 31 -398.6 6.160 PL 1.50 PF 0.2 W4 411.8 0.0 50.5 0.0 4.3 140 FTG T PE 0.0 W5 411.8 0.0 50.7 0.0 0.004 TL 41.50 PV Pipe: 32 -398.6 6.160 PL 1.50 PF 0.0 W5 411.8 0.0 50.7 0.0 4.3 140 FTG ---- PE 0.6 UG 410.3 0.0 51.4 0.0 0.004 TL 1.50 PV Pipe: 33 -398.6 6.160 PL 35.75 PF 0.4 UG 410.3 0.0 51.4 0.0 4.3 140 FTG 4E PE 1.7 BF1 406.3 0.0 53.5 0.0 0.004 TL 83.75 PV Pipe: 34 FIXED PRESSURE LOSS DEVICE BF2 406.3 0.0 59.0 0.0 5.5 psi, 398.6 gpm BF1 406.3 0.0 53.5 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P2 DRY PIPE PARKING 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: 35 -398.7 6.160 PL 12.00 PF 0.3 BF2 406.3 0.0 59.0 0.0 4.3 140 FTG TG PE 0.6 SOURCE 405.0 SRCE 59.8 (N/A) 0.004 TL 56.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2020 D computer program in accordance with NFPA13 (2016) 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 0.077 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.8 ft/sec at pipe 19. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 68.07 psi with a flow of 687.27 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 6.160 12.00 40.00 10.00 43.00 16.00 4.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P2 DRY PIPE PARKING 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 ChkVly BfyVly GatVly A1mChk DPVly fleX 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 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 ChkVly BfyVly GatVly A1mChk DPVly fleX 1.049 1.40 3.60 1.00 3.60 4.30 1.00 0.00 0.00 0.00 1.710 2.50 8.90 1.20 8.60 5.70 1.00 2.90 2.90 0.00 4.298 6.60 22.70 3.40 17.60 5.60 2.10 20.60 20.60 0.00 80.0 70.0 G A U 60.0 G E 50.0 P R E S S U R E 40.0 30.0 20.0 10.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 72.48 psi Resid: 5.12 psi Flow: 3000.0 gpm �l C-1 d O > lJ H tJ y .. H H J r � •• N x o H N � H x � � z H � r b x z N i-C H C7 � d z x z > r F< Ci r z Ri H H n Cn Ri H< m n co �3 brr� > n 7d C! x r x H 0 (i H Rd O > z � � r / H x n � z � r H i-C r � tJ H b N tJ C7 F< R1 U1 �Q U (D 7 00 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: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\P2 GARAGE DRY.SDF JOB TITLE: HIGHWAY 99 P2 DRY PIPE PARKING WATER SUPPLY CURVE 70+\ 0 I \ I \ 63+ \ I \ x \ I \ P 56+ \ R \ E \ S \ S 49+ \ U \ R \ E \ 42+ \ ( I \ P \ S \ I 35+ \ I \ I \ I \ 28+ \ I \ I \ I \ 21+ \ I \ I \ 14+ LEGEND \ I " \ X = Required Water Supply \ 59.80 psi @ 648.7 gpm \ 7+ \ 0 = Available Water Supply * <-5.1 psi @ 3000 gpm 68.52 psi @ 648.7 gpm Flow Test Point I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 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: HWY 99 EDMONDS APARTMENTS JOB NO.: NC20001 DATE: 7-9-2021 ADDRESS: 23326 HIGHWAY 99 BY: BILL WOLF EDMONDS, WA 98026 SYSTEM DESIGNATION: R1 RES HAZARD DESCRIPTION: RESIDENTIAL HAZARD CLASS PER: NFPA # 13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .10 OVER THE HYDRAULICALLY MOST REMOTE 8 HEADS. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 361 "C" FACTOR OVERHEAD: 150 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 165 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 RES49 TEMPERATURE: 1550 K-FACTOR: 4.91K ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 72.48 PSI RESIDUAL 5.12 PSI FLOW 3000 GPM ELEVATION OF TEST: 405 FT. ABOVE SEA LEVEL DATE OF TEST: 2015 DATA PROVIDED BY: OLYMPIC VIEW WATER LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 107.8 GPM REQUIRED AT 31.7 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) ci innnnADV 207.8 GPM REQUIRED AT 50.4 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 I Smith Fire Systems, Inc. N SMITHFS1360T m �o Expires I Signature 12/31/21 CERTIFICATE OF COMPETENCY STAMP iiiiiiiiiiiiiiiiiFji iiiiiiiiiiiiiiiiiiii r■■■nrrrrr■►,■■■ rm■r■rrrr■rA■■■ rn■■nnrrr'urMr rn■■nnrrF,rrMMM rn■■nnr►.nrrMM mm�rnnrn■■■■■ mm�nurun■■■■ nnnnnr,nnrr�r nnnnn�.�nnrr�r nnnnnnnnrr�r nnnnrinnn■■■■ nnnnnnnn■■■■ nm .munrrr■■■■ nm i��innrr■■■■■■ m� nnnnun■■■■ m �nnunn■■■■■ n nnnnnnn■■■■ i nmmmrrrrr�r i innnnnnn���� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\1ST FLOOR RES.SDF JOB TITLE: HIGHWAY 99 1ST FLOOR RESIDENCE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 72.5 5.1 3000.0 72.0 207.8 50.4 Available pressure is 21.6 psi (30%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 207.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 107.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 301 442.1 K= 4.90 7.0 13.0 302 442.1 K= 4.90 7.6 13.5 303 442.1 K= 4.90 7.3 13.2 304 442.1 K= 4.90 7.2 13.1 304A 442.1 - - - - 7.4 - - - 305 442.1 K= 4.90 7.1 13.0 306 442.1 K= 4.90 7.4 13.3 307 442.1 K= 4.90 8.3 14.1 308 442.1 K= 4.90 8.6 14.4 310 442.1 - - - - 8.6 - - - 311 442.1 - - - - 8.6 - - - 312 442.1 - - - - 8.8 - - - 313 442.1 - - - - 15.5 - - - 314 442.1 - - - - 17.8 - - - 315 442.1 - - - - 18.5 - - - 316 442.1 - - - - 18.3 - - - 317 442.1 - - - - 23.9 - - - 318 442.1 - - - - 23.6 - - - 319 442.1 - - - - 25.1 - - - 320 442.1 - - - - 24.0 - - - 321 442.1 - - - - 24.0 - - - 322 442.1 - - - - 24.0 - - - R1 436.8 - - - - 31.7 - - - S3 440.4 - - - - 30.2 - - - S4 441.2 - - - - 30.4 - - - S7 441.2 - - - - 30.5 - - - S8 431.4 - - - - 34.8 - - - S9 431.4 - - - - 34.8 - - - S10 411.8 - - - - 43.3 - - - W5 411.8 - - - - 43.3 - - - UG 410.3 - - - - 44.0 - - - BF1 406.3 - - - - 45.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\1ST FLOOR RES.SDF JOB TITLE: HIGHWAY 99 1ST FLOOR RESIDENCE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BF2 406.3 - - - - 49.8 - - - SOURCE 405.0 SOURCE 50.4 107.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\1ST FLOOR RES.SDF JOB TITLE: HIGHWAY 99 1ST FLOOR RESIDENCE 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 -13.0 1.101 PL 14.50 PF 0.6 301 442.1 4.9 7.0 13.0 4.4 150 FTG E PE 0.0 302 442.1 4.9 7.6 13.5 0.031 TL 19.50 PV Pipe: 2 -26.5 1.101 PL 3.50 PF 1.0 302 442.1 4.9 7.6 13.5 8.9 150 FTG T PE 0.0 310 442.1 0.0 8.6 0.0 0.115 TL 8.50 PV Pipe: 3 -13.2 1.101 PL 4.00 PF 0.1 303 442.1 4.9 7.3 13.2 4.5 150 FTG ---- PE 0.0 304A 442.1 0.0 7.4 0.0 0.032 TL 4.00 PV Pipe: 4 -13.1 1.101 PL 3.00 PF 0.2 304 442.1 4.9 7.2 13.1 4.4 150 FTG T PE 0.0 304A 442.1 0.0 7.4 0.0 0.031 TL 8.00 PV Pipe: 5 -26.4 1.101 PL 5.50 PF 1.2 304A 442.1 0.0 7.4 0.0 8.9 150 FTG T PE 0.0 310 442.1 0.0 8.6 0.0 0.113 TL 10.50 PV Pipe: 6 -13.0 1.101 PL 6.00 PF 0.3 305 442.1 4.9 7.1 13.0 4.4 150 FTG E PE 0.0 306 442.1 4.9 7.4 13.3 0.031 TL 11.00 PV Pipe: 7 -26.4 1.101 PL 5.50 PF 1.2 306 442.1 4.9 7.4 13.3 8.9 150 FTG T PE 0.0 311 442.1 0.0 8.6 0.0 0.113 TL 10.50 PV Pipe: 8 -14.1 1.101 PL 2.50 PF 0.3 307 442.1 4.9 8.3 14.1 4.8 150 FTG T PE 0.0 311 442.1 0.0 8.6 0.0 0.036 TL 7.50 PV Pipe: 9 -14.4 1.101 PL 1.50 PF 0.2 308 442.1 4.9 8.6 14.4 4.8 150 FTG T PE 0.0 312 442.1 0.0 8.8 0.0 0.037 TL 6.50 PV Pipe: 10 8.3 1.598 PL 7.00 PF 0.0 310 442.1 0.0 8.6 0.0 1.3 150 FTG ---- PE 0.0 311 442.1 0.0 8.6 0.0 0.002 TL 7.00 PV Pipe: 11 -32.2 1.598 PL 9.00 PF 0.2 311 442.1 0.0 8.6 0.0 5.2 150 FTG ---- PE 0.0 312 442.1 0.0 8.8 0.0 0.027 TL 9.00 PV Pipe: 12 -61.2 1.598 PL 104.25 PF 9.1 310 442.1 0.0 8.6 0.0 9.8 150 FTG ---- PE 0.0 314 442.1 0.0 17.8 0.0 0.088 TL 104.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\1ST FLOOR RES.SDF JOB TITLE: HIGHWAY 99 1ST FLOOR RESIDENCE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -46.6 1.598 PL 73.92 PF 6.6 312 442.1 0.0 8.8 0.0 7.5 150 FTG 5E2T PE 0.0 313 442.1 0.0 15.5 0.0 0.053 TL 124.92 PV Pipe: 14 -22.9 1.598 PL 150.63 PF 2.9 313 442.1 0.0 15.5 0.0 3.7 150 FTG 6ET PE 0.0 316 442.1 0.0 18.3 0.0 0.014 TL 200.63 PV Pipe: 15 -23.7 1.598 PL 140.83 PF 3.0 313 442.1 0.0 15.5 0.0 3.8 150 FTG 5E3T PE 0.0 315 442.1 0.0 18.5 0.0 0.015 TL 199.83 PV Pipe: 16 28.3 1.598 PL 18.50 PF 0.6 316 442.1 0.0 18.3 0.0 4.5 150 FTG T PE 0.0 314 442.1 0.0 17.8 0.0 0.021 TL 26.50 PV Pipe: 17 -15.4 1.598 PL 19.54 PF 0.2 316 442.1 0.0 18.3 0.0 2.5 150 FTG T PE 0.0 315 442.1 0.0 18.5 0.0 0.007 TL 27.54 PV Pipe: 18 -32.9 1.598 PL 202.17 PF 5.8 314 442.1 0.0 17.8 0.0 5.3 150 FTG E PE 0.0 318 442.1 0.0 23.6 0.0 0.028 TL 209.17 PV Pipe: 19 -35.8 1.598 PL 165.08 PF 5.6 316 442.1 0.0 18.3 0.0 5.7 150 FTG E PE 0.0 317 442.1 0.0 23.9 0.0 0.033 TL 172.08 PV Pipe: 20 -39.1 1.598 PL 134.88 PF 6.6 315 442.1 0.0 18.5 0.0 6.3 150 FTG 2E3T PE 0.0 319 442.1 0.0 25.1 0.0 0.038 TL 172.88 PV Pipe: 21 21.8 1.598 PL 18.58 PF 0.3 317 442.1 0.0 23.9 0.0 3.5 150 FTG T PE 0.0 318 442.1 0.0 23.6 0.0 0.013 TL 26.58 PV Pipe: 22 -51.4 1.598 PL 11.42 PF 1.2 317 442.1 0.0 23.9 0.0 8.2 150 FTG T PE 0.0 319 442.1 0.0 25.1 0.0 0.063 TL 19.42 PV Pipe: 23 -11.1 1.598 PL 98.04 PF 0.4 318 442.1 0.0 23.6 0.0 1.8 150 FTG ET PE 0.0 321 442.1 0.0 24.0 0.0 0.004 TL 113.04 PV Pipe: 24 -6.2 1.598 PL 82.33 PF 0.1 317 442.1 0.0 23.9 0.0 1.0 150 FTG T PE 0.0 320 442.1 0.0 24.0 0.0 0.001 TL 90.33 PV Pipe: 25 17.3 1.598 PL 108.17 PF 1.1 319 442.1 0.0 25.1 0.0 2.8 150 FTG 3T PE 0.0 320 442.1 0.0 24.0 0.0 0.008 TL 132.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\1ST FLOOR RES.SDF JOB TITLE: HIGHWAY 99 1ST FLOOR RESIDENCE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 11.1 1.598 PL 2.92 PF 0.0 320 442.1 0.0 24.0 0.0 1.8 150 FTG T PE 0.0 321 442.1 0.0 24.0 0.0 0.004 TL 10.92 PV Pipe: 27 0.0 1.598 PL 3.25 PF 0.0 321 442.1 0.0 24.0 0.0 0.0 150 FTG ---- PE 0.0 322 442.1 0.0 24.0 0.0 0.000 TL 3.25 PV Pipe: 28 -107.8 2.185 PL 6.33 PF 4.2 319 442.1 0.0 25.1 0.0 9.2 120 FTG 2ETCB PE 2.3 R1 436.8 0.0 31.7 0.0 0.082 TL 51.33 PV Pipe: 29 -107.8 4.298 PL 3.67 PF 0.1 R1 436.8 0.0 31.7 0.0 2.4 120 FTG T PE -1.6 S3 440.4 0.0 30.2 0.0 0.003 TL 35.57 PV Pipe: 30 -107.8 4.298 PL 121.38 PF 0.5 S3 440.4 0.0 30.2 0.0 2.4 120 FTG 3EB PE -0.3 S4 441.2 0.0 30.4 0.0 0.003 TL 157.08 PV Pipe: 31 -107.8 6.357 PL 290.46 PF 0.2 S4 441.2 0.0 30.4 0.0 1.1 120 FTG 6E PE 0.0 S7 441.2 0.0 30.5 0.0 0.000 TL 366.06 PV Pipe: 32 -107.8 6.357 PL 9.83 PF 0.0 S7 441.2 0.0 30.5 0.0 1.1 120 FTG E PE 4.2 S8 431.4 0.0 34.8 0.0 0.000 TL 22.43 PV Pipe: 33 -107.8 6.357 PL 30.29 PF 0.0 S8 431.4 0.0 34.8 0.0 1.1 120 FTG 3E PE 0.0 S9 431.4 0.0 34.8 0.0 0.000 TL 68.09 PV Pipe: 34 -107.8 6.357 PL 22.33 PF 0.0 S9 431.4 0.0 34.8 0.0 1.1 120 FTG 3E PE 8.5 S10 411.8 0.0 43.3 0.0 0.000 TL 60.13 PV Pipe: 35 -107.8 6.357 PL 1.63 PF 0.0 S10 411.8 0.0 43.3 0.0 1.1 120 FTG T PE 0.0 W5 411.8 0.0 43.3 0.0 0.000 TL 45.63 PV Pipe: 36 -107.8 6.357 PL 1.50 PF 0.0 W5 411.8 0.0 43.3 0.0 1.1 120 FTG ---- PE 0.6 UG 410.3 0.0 44.0 0.0 0.000 TL 1.50 PV Pipe: 37 -107.8 6.160 PL 35.75 PF 0.0 UG 410.3 0.0 44.0 0.0 1.2 140 FTG 4E PE 1.7 BF1 406.3 0.0 45.8 0.0 0.000 TL 83.75 PV Pipe: 38 FIXED PRESSURE LOSS DEVICE BF2 406.3 0.0 49.8 0.0 4.0 psi, 107.8 gpm BF1 406.3 0.0 45.8 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\1ST FLOOR RES.SDF JOB TITLE: HIGHWAY 99 1ST FLOOR RESIDENCE 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: 39 -107.8 6.160 PL 12.00 PF 0.0 BF2 406.3 0.0 49.8 0.0 1.2 140 FTG TG PE 0.6 SOURCE 405.0 SRCE 50.4 (N/A) 0.000 TL 56.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2020 D computer program in accordance with NFPA13 (2016) 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 0.101 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.8 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 71.83 psi with a flow of 243.18 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPVly fleX 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 7 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\1ST FLOOR RES.SDF JOB TITLE: HIGHWAY 99 1ST FLOOR RESIDENCE PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 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 teeRun 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 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 ChkVly BfyVly GatVly A1mChk 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 80.0 70.0 G A U 60.0 G E 50.0 P R E S S U R E 40.0 30.0 20.0 10.0 0.0 WATER SUPPLY ANALYSIS Static: 72.48 psi Resid: 5.12 psi Flow: 3000.0 gpm Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source �l C-1 d O > lJ H tJ y .. H H J r � •• N x o H N � H x � � z F-c � H �o r H x z U1 i-C H �3 0 z x > r rCiM O r z O H 7d n to Fc 7d n M L ] �3 � r � H n .� C7 C', r�rx n �3 6 M H Rd O > z C', � r / H x n � z � r H i-C r � tJ H O O H y r 0 0 z � b d 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\1ST FLOOR RES.SDF JOB TITLE: HIGHWAY 99 1ST FLOOR RESIDENCE WATER SUPPLY CURVE 84+ I I I 77+ I I 0 70+\ I \ I \ I \ 63+ \ I \ I \ I \ P 56+ \ R \ E \ S x \ S 49+ \ U \ R \ E \ 42+ \ ( I \ P \ S \ I 35+ \ I \ I \ I \ 28+ \ I \ I \ I \ 21+ \ I \ I \ 14+ LEGEND \ I " \ X = Required Water Supply \ 50.35 psi @ 207.8 gpm \ 7+ \ 0 = Available Water Supply * <-5.1 psi @ 3000 gpm 72.00 psi @ 207.8 gpm Flow Test Point I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 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: HWY 99 EDMONDS APARTMENTS JOB NO.: NC20001 DATE: 7-9-2021 ADDRESS: 23326 HIGHWAY 99 BY: BILL WOLF EDMONDS, WA 98026 SYSTEM DESIGNATION: R2 RES HAZARD DESCRIPTION: RESIDENTIAL HAZARD CLASS PER: NFPA # 13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .10 OVER THE HYDRAULICALLY MOST REMOTE 8 HEADS. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 359 "C" FACTOR OVERHEAD: 150 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 165 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 RES49 TEMPERATURE: 155' K-FACTOR: 4.91K ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 72.48 PSI RESIDUAL 5.12 PSI FLOW 3000 GPM ELEVATION OF TEST: 405 FT. ABOVE SEA LEVEL DATE OF TEST: 2015 DATA PROVIDED BY: OLYMPIC VIEW WATER LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 107.8 GPM REQUIRED AT 31.7 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) ci innnnnDV 207.7 GPM REQUIRED AT 54.7 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 I Smith Fire Systems, Inc. N SMITHFS1360T m �o Expires I Signature 12/31/22 CERTIFICATE OF COMPETENCY STAMP ■mmmmorA■■■■ ■■■■nvn■■■■ n■■nnn,MISMEN nmmnraISMEN n■■nmuNIMMEN nmmnnI■■■■■ iiiiiiii"iiiiiiiii iiiiiiiiiiiiiiiiii ■■■"unn■■■■■ ■■rAunn■■■■■ I iiiiiiiiiiiiii m .munINO■■■■ m 6a■nMOMMEM■■ it 111111111110000 ii niiiiiiiiiiiiii r ■■nnnn■■■■ 1 1■■nnnn■■■■ i mmIImnSOMME n■mmn00000 ■mmmSI■■■■■ i■■nnnn■■■■■ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\2ND FLOOR RES.SDF JOB TITLE: HIGHWAY 99 2ND FLOOR RESIDENCE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 72.5 5.1 3000.0 72.0 207.7 54.7 Available pressure is 17.3 psi (24%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 207.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 107.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 401 452.1 K= 4.90 7.0 13.0 402 452.1 K= 4.90 7.6 13.5 403 452.1 K= 4.90 7.3 13.2 404 452.1 K= 4.90 7.2 13.1 404A 452.1 - - - - 7.4 - - - 405 452.1 K= 4.90 7.1 13.0 406 452.1 K= 4.90 7.4 13.3 407 452.1 K= 4.90 8.3 14.1 408 452.1 K= 4.90 8.6 14.4 410 452.1 - - - - 8.6 - - - 411 452.1 - - - - 8.6 - - - 412 452.1 - - - - 8.8 - - - 413 452.1 - - - - 15.5 - - - 414 452.1 - - - - 17.8 - - - 415 452.1 - - - - 18.5 - - - 416 452.1 - - - - 18.3 - - - 417 452.1 - - - - 23.9 - - - 418 452.1 - - - - 23.6 - - - 419 452.1 - - - - 25.1 - - - 420 452.1 - - - - 24.0 - - - 421 452.1 - - - - 24.0 - - - 422 452.1 - - - - 24.0 - - - R2 446.8 - - - - 31.7 - - - S3 440.4 - - - - 34.6 - - - S4 441.2 - - - - 34.7 - - - S7 441.2 - - - - 34.9 - - - S8 431.4 - - - - 39.1 - - - S9 431.4 - - - - 39.1 - - - S10 411.8 - - - - 47.7 - - - W5 411.8 - - - - 47.7 - - - UG 410.3 - - - - 48.3 - - - BF1 406.3 - - - - 50.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\2ND FLOOR RES.SDF JOB TITLE: HIGHWAY 99 2ND FLOOR RESIDENCE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BF2 406.3 - - - - 54.1 - - - SOURCE 405.0 SOURCE 54.7 107.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\2ND FLOOR RES.SDF JOB TITLE: HIGHWAY 99 2ND FLOOR RESIDENCE 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 -13.0 1.101 PL 14.50 PF 0.6 401 452.1 4.9 7.0 13.0 4.4 150 FTG E PE 0.0 402 452.1 4.9 7.6 13.5 0.031 TL 19.50 PV Pipe: 2 -26.5 1.101 PL 3.50 PF 1.0 402 452.1 4.9 7.6 13.5 8.9 150 FTG T PE 0.0 410 452.1 0.0 8.6 0.0 0.115 TL 8.50 PV Pipe: 3 -13.2 1.101 PL 4.00 PF 0.1 403 452.1 4.9 7.3 13.2 4.5 150 FTG ---- PE 0.0 404A 452.1 0.0 7.4 0.0 0.032 TL 4.00 PV Pipe: 4 -13.1 1.101 PL 3.00 PF 0.2 404 452.1 4.9 7.2 13.1 4.4 150 FTG T PE 0.0 404A 452.1 0.0 7.4 0.0 0.031 TL 8.00 PV Pipe: 5 -26.4 1.101 PL 5.50 PF 1.2 404A 452.1 0.0 7.4 0.0 8.9 150 FTG T PE 0.0 410 452.1 0.0 8.6 0.0 0.113 TL 10.50 PV Pipe: 6 -13.0 1.101 PL 6.00 PF 0.3 405 452.1 4.9 7.1 13.0 4.4 150 FTG E PE 0.0 406 452.1 4.9 7.4 13.3 0.031 TL 11.00 PV Pipe: 7 -26.4 1.101 PL 5.50 PF 1.2 406 452.1 4.9 7.4 13.3 8.9 150 FTG T PE 0.0 411 452.1 0.0 8.6 0.0 0.113 TL 10.50 PV Pipe: 8 -14.1 1.101 PL 2.50 PF 0.3 407 452.1 4.9 8.3 14.1 4.8 150 FTG T PE 0.0 411 452.1 0.0 8.6 0.0 0.036 TL 7.50 PV Pipe: 9 -14.4 1.101 PL 1.50 PF 0.2 408 452.1 4.9 8.6 14.4 4.8 150 FTG T PE 0.0 412 452.1 0.0 8.8 0.0 0.037 TL 6.50 PV Pipe: 10 8.3 1.598 PL 7.00 PF 0.0 410 452.1 0.0 8.6 0.0 1.3 150 FTG ---- PE 0.0 411 452.1 0.0 8.6 0.0 0.002 TL 7.00 PV Pipe: 11 -32.2 1.598 PL 9.00 PF 0.2 411 452.1 0.0 8.6 0.0 5.2 150 FTG ---- PE 0.0 412 452.1 0.0 8.8 0.0 0.027 TL 9.00 PV Pipe: 12 -61.2 1.598 PL 104.25 PF 9.1 410 452.1 0.0 8.6 0.0 9.8 150 FTG ---- PE 0.0 414 452.1 0.0 17.8 0.0 0.088 TL 104.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\2ND FLOOR RES.SDF JOB TITLE: HIGHWAY 99 2ND FLOOR RESIDENCE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -46.6 1.598 PL 73.92 PF 6.6 412 452.1 0.0 8.8 0.0 7.5 150 FTG 5E2T PE 0.0 413 452.1 0.0 15.5 0.0 0.053 TL 124.92 PV Pipe: 14 -22.9 1.598 PL 150.63 PF 2.9 413 452.1 0.0 15.5 0.0 3.7 150 FTG 6ET PE 0.0 416 452.1 0.0 18.3 0.0 0.014 TL 200.63 PV Pipe: 15 -23.7 1.598 PL 140.83 PF 3.0 413 452.1 0.0 15.5 0.0 3.8 150 FTG 5E3T PE 0.0 415 452.1 0.0 18.5 0.0 0.015 TL 199.83 PV Pipe: 16 28.3 1.598 PL 18.50 PF 0.6 416 452.1 0.0 18.3 0.0 4.5 150 FTG T PE 0.0 414 452.1 0.0 17.8 0.0 0.021 TL 26.50 PV Pipe: 17 -15.4 1.598 PL 19.54 PF 0.2 416 452.1 0.0 18.3 0.0 2.5 150 FTG T PE 0.0 415 452.1 0.0 18.5 0.0 0.007 TL 27.54 PV Pipe: 18 -32.9 1.598 PL 202.17 PF 5.8 414 452.1 0.0 17.8 0.0 5.3 150 FTG E PE 0.0 418 452.1 0.0 23.6 0.0 0.028 TL 209.17 PV Pipe: 19 -35.8 1.598 PL 165.08 PF 5.6 416 452.1 0.0 18.3 0.0 5.7 150 FTG E PE 0.0 417 452.1 0.0 23.9 0.0 0.033 TL 172.08 PV Pipe: 20 -39.1 1.598 PL 134.88 PF 6.6 415 452.1 0.0 18.5 0.0 6.3 150 FTG 2E3T PE 0.0 419 452.1 0.0 25.1 0.0 0.038 TL 172.88 PV Pipe: 21 21.8 1.598 PL 18.58 PF 0.3 417 452.1 0.0 23.9 0.0 3.5 150 FTG T PE 0.0 418 452.1 0.0 23.6 0.0 0.013 TL 26.58 PV Pipe: 22 -51.4 1.598 PL 11.42 PF 1.2 417 452.1 0.0 23.9 0.0 8.2 150 FTG T PE 0.0 419 452.1 0.0 25.1 0.0 0.063 TL 19.42 PV Pipe: 23 -11.1 1.598 PL 98.04 PF 0.4 418 452.1 0.0 23.6 0.0 1.8 150 FTG ET PE 0.0 421 452.1 0.0 24.0 0.0 0.004 TL 113.04 PV Pipe: 24 -6.2 1.598 PL 82.33 PF 0.1 417 452.1 0.0 23.9 0.0 1.0 150 FTG T PE 0.0 420 452.1 0.0 24.0 0.0 0.001 TL 90.33 PV Pipe: 25 17.3 1.598 PL 108.17 PF 1.1 419 452.1 0.0 25.1 0.0 2.8 150 FTG 3T PE 0.0 420 452.1 0.0 24.0 0.0 0.008 TL 132.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\2ND FLOOR RES.SDF JOB TITLE: HIGHWAY 99 2ND FLOOR RESIDENCE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 11.1 1.598 PL 2.92 PF 0.0 420 452.1 0.0 24.0 0.0 1.8 150 FTG T PE 0.0 421 452.1 0.0 24.0 0.0 0.004 TL 10.92 PV Pipe: 27 0.0 1.598 PL 3.25 PF 0.0 421 452.1 0.0 24.0 0.0 0.0 150 FTG ---- PE 0.0 422 452.1 0.0 24.0 0.0 0.000 TL 3.25 PV Pipe: 28 -107.8 2.185 PL 6.33 PF 4.2 419 452.1 0.0 25.1 0.0 9.2 120 FTG 2ETCB PE 2.3 R2 446.8 0.0 31.7 0.0 0.082 TL 51.33 PV Pipe: 29 -107.8 4.298 PL 6.33 PF 0.1 R2 446.8 0.0 31.7 0.0 2.4 120 FTG T PE 2.7 S3 440.4 0.0 34.6 0.0 0.003 TL 38.23 PV Pipe: 30 -107.8 4.298 PL 121.38 PF 0.5 S3 440.4 0.0 34.6 0.0 2.4 120 FTG 3EB PE -0.3 S4 441.2 0.0 34.7 0.0 0.003 TL 157.08 PV Pipe: 31 -107.8 6.357 PL 290.46 PF 0.2 S4 441.2 0.0 34.7 0.0 1.1 120 FTG 6E PE 0.0 S7 441.2 0.0 34.9 0.0 0.000 TL 366.06 PV Pipe: 32 -107.8 6.357 PL 9.83 PF 0.0 S7 441.2 0.0 34.9 0.0 1.1 120 FTG E PE 4.2 S8 431.4 0.0 39.1 0.0 0.000 TL 22.43 PV Pipe: 33 -107.8 6.357 PL 30.29 PF 0.0 S8 431.4 0.0 39.1 0.0 1.1 120 FTG 3E PE 0.0 S9 431.4 0.0 39.1 0.0 0.000 TL 68.09 PV Pipe: 34 -107.8 6.357 PL 22.33 PF 0.0 S9 431.4 0.0 39.1 0.0 1.1 120 FTG 3E PE 8.5 S10 411.8 0.0 47.7 0.0 0.000 TL 60.13 PV Pipe: 35 -107.8 6.357 PL 1.63 PF 0.0 S10 411.8 0.0 47.7 0.0 1.1 120 FTG T PE 0.0 W5 411.8 0.0 47.7 0.0 0.000 TL 45.63 PV Pipe: 36 -107.8 6.357 PL 1.50 PF 0.0 W5 411.8 0.0 47.7 0.0 1.1 120 FTG ---- PE 0.6 UG 410.3 0.0 48.3 0.0 0.000 TL 1.50 PV Pipe: 37 -107.8 6.160 PL 35.75 PF 0.0 UG 410.3 0.0 48.3 0.0 1.2 140 FTG 4E PE 1.7 BF1 406.3 0.0 50.1 0.0 0.000 TL 83.75 PV Pipe: 38 FIXED PRESSURE LOSS DEVICE BF2 406.3 0.0 54.1 0.0 4.0 psi, 107.8 gpm BF1 406.3 0.0 50.1 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\2ND FLOOR RES.SDF JOB TITLE: HIGHWAY 99 2ND FLOOR RESIDENCE 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: 39 -107.7 6.160 PL 12.00 PF 0.0 BF2 406.3 0.0 54.1 0.0 1.2 140 FTG TG PE 0.6 SOURCE 405.0 SRCE 54.7 (N/A) 0.000 TL 56.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2020 D computer program in accordance with NFPA13 (2016) 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 0.164 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.8 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 71.87 psi with a flow of 236.73 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPVly fleX 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 7 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\2ND FLOOR RES.SDF JOB TITLE: HIGHWAY 99 2ND FLOOR RESIDENCE PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 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 teeRun 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 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 ChkVly BfyVly GatVly A1mChk 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 80.0 70.0 G A U 60.0 G E 50.0 P R E S S U R E 40.0 30.0 20.0 10.0 0.0 WATER SUPPLY ANALYSIS Static: 72.48 psi Resid: 5.12 psi Flow: 3000.0 gpm Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source �l C-1 d O > lJ H tJ y .. H H J r � •• N x o H N � H x � � z F-c � H �o r N x 'd C7 C7 � z x > r rCiM O r z O H 7d n to He 7d n M L ] �3 � r � H n .� U Ci r�rx n �3 6 M H Rd O > z C', � r / H x n � z � r H i-C r � tJ H O O N d r O O z z � b d 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\2ND FLOOR RES.SDF JOB TITLE: HIGHWAY 99 2ND FLOOR RESIDENCE WATER SUPPLY CURVE 84+ I I I 77+ I I 0 70+\ I \ I \ I \ 63+ \ I \ I \ I \ P 56+ \ R X \ E \ S \ S 49+ \ U \ R \ E \ 42+ \ ( I \ P \ S \ I 35+ \ I \ I \ I \ 28+ \ I \ I \ I \ 21+ \ I \ I \ 14+ LEGEND \ I " \ X = Required Water Supply \ 54.69 psi @ 207.7 gpm \ 7+ \ 0 = Available Water Supply * <-5.1 psi @ 3000 gpm 72.00 psi @ 207.7 gpm Flow Test Point I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 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: HWY 99 EDMONDS APARTMENTS JOB NO.: NC20001 DATE: 7-9-2021 ADDRESS: 23326 HIGHWAY 99 BY: BILL WOLF EDMONDS, WA 98026 SYSTEM DESIGNATION: R3 RES HAZARD DESCRIPTION: RESIDENTIAL HAZARD CLASS PER: NFPA # 13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .10 OVER THE HYDRAULICALLY MOST REMOTE 8 HEADS. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 359 "C" FACTOR OVERHEAD: 150 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 165 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 RES49 TEMPERATURE: 155' K-FACTOR: 4.91K ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 72.48 PSI RESIDUAL 5.12 PSI FLOW 3000 GPM ELEVATION OF TEST: 405 FT. ABOVE SEA LEVEL DATE OF TEST: 2015 DATA PROVIDED BY: OLYMPIC VIEW WATER LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 107.8 GPM REQUIRED AT 31.7 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) ci innnnnDV 207.8 GPM REQUIRED AT 59.1 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 I Smith Fire Systems, Inc. N SMITHFS1360T m �o Expires I Signature 12/31/22 CERTIFICATE OF COMPETENCY STAMP ..........■■■ ■■■■■■■■■■ ■■■■■■■■-- nnnnnnnnnn rmnnnnmm����■r� ii urnu■■■r■n��■■■r,■■ rmunnnmm���rm rmunnnmm��nn� uiimnnnnunntru�� unnunnnnun�nn■■ urrnnnmm�linn■Iu■■■ niniiIiiiii iiiiiii iiiiiiiiii iiiiiiiiii iiiiiiiiiii�iiiii111 ii rmunnnnurn�����n IN! rl,llllmmlinononnoon unnnnnnnunn■■■■■ ni iiiiiiiiii iiiiiiiiii unnunnnrnnnn■■■■ unnunnrrurnnn■■■■ rmunmaunnnnson iiii !111 iiiiiiiiiiiiiii MI'll niiiiiiiiiiiiii IM nnnnnn■■■■ unnun �rnnunn■■■■■ 1 1111 nmm�nnonononon !I iiiiiiiiii unnm unnnnnn■■■■ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\3RD FLOOR RES.SDF JOB TITLE: HIGHWAY 99 3RD FLOOR RESIDENCE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 72.5 5.1 3000.0 72.0 207.8 59.1 Available pressure is 12.9 psi (18%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 207.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 107.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 501 462.1 K= 4.90 7.0 13.0 502 462.1 K= 4.90 7.6 13.5 503 462.1 K= 4.90 7.3 13.2 504 462.1 K= 4.90 7.2 13.1 504A 462.1 - - - - 7.4 - - - 505 462.1 K= 4.90 7.1 13.0 506 462.1 K= 4.90 7.4 13.3 507 462.1 K= 4.90 8.3 14.1 508 462.1 K= 4.90 8.6 14.4 510 462.1 - - - - 8.6 - - - 511 462.1 - - - - 8.6 - - - 512 462.1 - - - - 8.8 - - - 513 462.1 - - - - 15.5 - - - 514 462.1 - - - - 17.8 - - - 515 462.1 - - - - 18.5 - - - 516 462.1 - - - - 18.3 - - - 517 462.1 - - - - 23.9 - - - 518 462.1 - - - - 23.6 - - - 519 462.1 - - - - 25.1 - - - 520 462.1 - - - - 24.0 - - - 521 462.1 - - - - 24.0 - - - 522 462.1 - - - - 24.0 - - - R3 456.8 - - - - 31.7 - - - S3 440.4 - - - - 38.9 - - - S4 441.2 - - - - 39.1 - - - S7 441.2 - - - - 39.2 - - - S8 431.4 - - - - 43.5 - - - S9 431.4 - - - - 43.5 - - - S10 411.8 - - - - 52.0 - - - W5 411.8 - - - - 52.0 - - - UG 410.3 - - - - 52.7 - - - BF1 406.3 - - - - 54.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\3RD FLOOR RES.SDF JOB TITLE: HIGHWAY 99 3RD FLOOR RESIDENCE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BF2 406.3 - - - - 58.5 - - - SOURCE 405.0 SOURCE 59.1 107.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\3RD FLOOR RES.SDF JOB TITLE: HIGHWAY 99 3RD FLOOR RESIDENCE 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 -13.0 1.101 PL 14.50 PF 0.6 501 462.1 4.9 7.0 13.0 4.4 150 FTG E PE 0.0 502 462.1 4.9 7.6 13.5 0.031 TL 19.50 PV Pipe: 2 -26.5 1.101 PL 3.50 PF 1.0 502 462.1 4.9 7.6 13.5 8.9 150 FTG T PE 0.0 510 462.1 0.0 8.6 0.0 0.115 TL 8.50 PV Pipe: 3 -13.2 1.101 PL 4.00 PF 0.1 503 462.1 4.9 7.3 13.2 4.5 150 FTG ---- PE 0.0 504A 462.1 0.0 7.4 0.0 0.032 TL 4.00 PV Pipe: 4 -13.1 1.101 PL 3.00 PF 0.2 504 462.1 4.9 7.2 13.1 4.4 150 FTG T PE 0.0 504A 462.1 0.0 7.4 0.0 0.031 TL 8.00 PV Pipe: 5 -26.4 1.101 PL 5.50 PF 1.2 504A 462.1 0.0 7.4 0.0 8.9 150 FTG T PE 0.0 510 462.1 0.0 8.6 0.0 0.113 TL 10.50 PV Pipe: 6 -13.0 1.101 PL 6.00 PF 0.3 505 462.1 4.9 7.1 13.0 4.4 150 FTG E PE 0.0 506 462.1 4.9 7.4 13.3 0.031 TL 11.00 PV Pipe: 7 -26.4 1.101 PL 5.50 PF 1.2 506 462.1 4.9 7.4 13.3 8.9 150 FTG T PE 0.0 511 462.1 0.0 8.6 0.0 0.113 TL 10.50 PV Pipe: 8 -14.1 1.101 PL 2.50 PF 0.3 507 462.1 4.9 8.3 14.1 4.8 150 FTG T PE 0.0 511 462.1 0.0 8.6 0.0 0.036 TL 7.50 PV Pipe: 9 -14.4 1.101 PL 1.50 PF 0.2 508 462.1 4.9 8.6 14.4 4.8 150 FTG T PE 0.0 512 462.1 0.0 8.8 0.0 0.037 TL 6.50 PV Pipe: 10 8.3 1.598 PL 7.00 PF 0.0 510 462.1 0.0 8.6 0.0 1.3 150 FTG ---- PE 0.0 511 462.1 0.0 8.6 0.0 0.002 TL 7.00 PV Pipe: 11 -32.2 1.598 PL 9.00 PF 0.2 511 462.1 0.0 8.6 0.0 5.2 150 FTG ---- PE 0.0 512 462.1 0.0 8.8 0.0 0.027 TL 9.00 PV Pipe: 12 -61.2 1.598 PL 104.25 PF 9.1 510 462.1 0.0 8.6 0.0 9.8 150 FTG ---- PE 0.0 514 462.1 0.0 17.8 0.0 0.088 TL 104.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\3RD FLOOR RES.SDF JOB TITLE: HIGHWAY 99 3RD FLOOR RESIDENCE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -46.6 1.598 PL 73.92 PF 6.6 512 462.1 0.0 8.8 0.0 7.5 150 FTG 5E2T PE 0.0 513 462.1 0.0 15.5 0.0 0.053 TL 124.92 PV Pipe: 14 -22.9 1.598 PL 150.63 PF 2.9 513 462.1 0.0 15.5 0.0 3.7 150 FTG 6ET PE 0.0 516 462.1 0.0 18.3 0.0 0.014 TL 200.63 PV Pipe: 15 -23.7 1.598 PL 140.83 PF 3.0 513 462.1 0.0 15.5 0.0 3.8 150 FTG 5E3T PE 0.0 515 462.1 0.0 18.5 0.0 0.015 TL 199.83 PV Pipe: 16 28.3 1.598 PL 18.50 PF 0.6 516 462.1 0.0 18.3 0.0 4.5 150 FTG T PE 0.0 514 462.1 0.0 17.8 0.0 0.021 TL 26.50 PV Pipe: 17 -15.4 1.598 PL 19.54 PF 0.2 516 462.1 0.0 18.3 0.0 2.5 150 FTG T PE 0.0 515 462.1 0.0 18.5 0.0 0.007 TL 27.54 PV Pipe: 18 -32.9 1.598 PL 202.17 PF 5.8 514 462.1 0.0 17.8 0.0 5.3 150 FTG E PE 0.0 518 462.1 0.0 23.6 0.0 0.028 TL 209.17 PV Pipe: 19 -35.8 1.598 PL 165.08 PF 5.6 516 462.1 0.0 18.3 0.0 5.7 150 FTG E PE 0.0 517 462.1 0.0 23.9 0.0 0.033 TL 172.08 PV Pipe: 20 -39.1 1.598 PL 134.88 PF 6.6 515 462.1 0.0 18.5 0.0 6.3 150 FTG 2E3T PE 0.0 519 462.1 0.0 25.1 0.0 0.038 TL 172.88 PV Pipe: 21 21.8 1.598 PL 18.58 PF 0.3 517 462.1 0.0 23.9 0.0 3.5 150 FTG T PE 0.0 518 462.1 0.0 23.6 0.0 0.013 TL 26.58 PV Pipe: 22 -51.4 1.598 PL 11.42 PF 1.2 517 462.1 0.0 23.9 0.0 8.2 150 FTG T PE 0.0 519 462.1 0.0 25.1 0.0 0.063 TL 19.42 PV Pipe: 22A -11.1 1.598 PL 98.04 PF 0.4 518 462.1 0.0 23.6 0.0 1.8 150 FTG ET PE 0.0 521 462.1 0.0 24.0 0.0 0.004 TL 113.04 PV Pipe: 22B -6.2 1.598 PL 82.33 PF 0.1 517 462.1 0.0 23.9 0.0 1.0 150 FTG T PE 0.0 520 462.1 0.0 24.0 0.0 0.001 TL 90.33 PV Pipe: 22C 17.3 1.598 PL 108.17 PF 1.1 519 462.1 0.0 25.1 0.0 2.8 150 FTG 3T PE 0.0 520 462.1 0.0 24.0 0.0 0.008 TL 132.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\3RD FLOOR RES.SDF JOB TITLE: HIGHWAY 99 3RD FLOOR RESIDENCE 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: 22D 11.1 1.598 PL 2.92 PF 0.0 520 462.1 0.0 24.0 0.0 1.8 150 FTG T PE 0.0 521 462.1 0.0 24.0 0.0 0.004 TL 10.92 PV Pipe: 22E 0.0 1.598 PL 3.25 PF 0.0 521 462.1 0.0 24.0 0.0 0.0 150 FTG ---- PE 0.0 522 462.1 0.0 24.0 0.0 0.000 TL 3.25 PV Pipe: 23 -107.8 2.185 PL 6.33 PF 4.2 519 462.1 0.0 25.1 0.0 9.2 120 FTG 2ETCB PE 2.3 R3 456.8 0.0 31.7 0.0 0.082 TL 51.33 PV Pipe: 24 -107.8 4.298 PL 16.33 PF 0.1 R3 456.8 0.0 31.7 0.0 2.4 120 FTG T PE 7.1 S3 440.4 0.0 38.9 0.0 0.003 TL 48.23 PV Pipe: 25 -107.8 4.298 PL 121.38 PF 0.5 S3 440.4 0.0 38.9 0.0 2.4 120 FTG 3EB PE -0.3 S4 441.2 0.0 39.1 0.0 0.003 TL 157.08 PV Pipe: 26 -107.8 6.357 PL 290.46 PF 0.2 S4 441.2 0.0 39.1 0.0 1.1 120 FTG 6E PE 0.0 S7 441.2 0.0 39.2 0.0 0.000 TL 366.06 PV Pipe: 27 -107.8 6.357 PL 9.83 PF 0.0 S7 441.2 0.0 39.2 0.0 1.1 120 FTG E PE 4.2 S8 431.4 0.0 43.5 0.0 0.000 TL 22.43 PV Pipe: 28 -107.8 6.357 PL 30.29 PF 0.0 S8 431.4 0.0 43.5 0.0 1.1 120 FTG 3E PE 0.0 S9 431.4 0.0 43.5 0.0 0.000 TL 68.09 PV Pipe: 29 -107.8 6.357 PL 22.33 PF 0.0 S9 431.4 0.0 43.5 0.0 1.1 120 FTG 3E PE 8.5 S10 411.8 0.0 52.0 0.0 0.000 TL 60.13 PV Pipe: 30 -107.8 6.357 PL 1.63 PF 0.0 S10 411.8 0.0 52.0 0.0 1.1 120 FTG T PE 0.0 W5 411.8 0.0 52.0 0.0 0.000 TL 45.63 PV Pipe: 31 -107.8 6.357 PL 1.50 PF 0.0 W5 411.8 0.0 52.0 0.0 1.1 120 FTG ---- PE 0.6 UG 410.3 0.0 52.7 0.0 0.000 TL 1.50 PV Pipe: 32 -107.8 6.160 PL 35.75 PF 0.0 UG 410.3 0.0 52.7 0.0 1.2 140 FTG 4E PE 1.7 BF1 406.3 0.0 54.5 0.0 0.000 TL 83.75 PV Pipe: 33 FIXED PRESSURE LOSS DEVICE BF2 406.3 0.0 58.5 0.0 4.0 psi, 107.8 gpm BF1 406.3 0.0 54.5 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\3RD FLOOR RES.SDF JOB TITLE: HIGHWAY 99 3RD FLOOR RESIDENCE 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: 34 -107.8 6.160 PL 12.00 PF 0.0 BF2 406.3 0.0 58.5 0.0 1.2 140 FTG TG PE 0.6 SOURCE 405.0 SRCE 59.1 (N/A) 0.000 TL 56.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2020 D computer program in accordance with NFPA13 (2016) 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 0.104 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.8 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 71.90 psi with a flow of 229.95 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPVly fleX 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 7 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\3RD FLOOR RES.SDF JOB TITLE: HIGHWAY 99 3RD FLOOR RESIDENCE PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 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 teeRun 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 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 ChkVly BfyVly GatVly A1mChk 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 80.0 70.0 G A U 60.0 G E 50.0 P R E S S U R E 40.0 30.0 20.0 10.0 0.0 WATER SUPPLY ANALYSIS Static: 72.48 psi Resid: 5.12 psi Flow: 3000.0 gpm Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source �l C-1 d O > lJ H tJ y .. H H J r � •• N x o H N � H x � � z F-c � H �o r wx7d Rl i-C H C7 C7 � z x > r rCiM O r z O H 7d n to He 7d n M L ] �3 � r � H n .� U Ci r�rx n �3 6 M H Rd O > z C', � r / H x n � z � r H i-C r � tJ H W W W .d d r O O z z M � b d 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\3RD FLOOR RES.SDF JOB TITLE: HIGHWAY 99 3RD FLOOR RESIDENCE WATER SUPPLY CURVE 84+ I I I 77+ I I 0 70+\ I \ I \ I \ 63+ \ I \ x \ I \ P 56+ \ R \ E \ S \ S 49+ \ U \ R \ E \ 42+ \ ( I \ P \ S \ I 35+ \ I \ I \ I \ 28+ \ I \ I \ I \ 21+ \ I \ I \ 14+ LEGEND \ I " \ X = Required Water Supply \ 59.05 psi @ 207.8 gpm \ 7+ \ 0 = Available Water Supply * <-5.1 psi @ 3000 gpm 72.00 psi @ 207.8 gpm Flow Test Point I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 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: HWY 99 EDMONDS APARTMENTS JOB NO.: NC20001 DATE: 7-9-2021 ADDRESS: 23326 HIGHWAY 99 BY: BILL WOLF EDMONDS, WA 98026 SYSTEM DESIGNATION: R4 RES HAZARD DESCRIPTION: RESIDENTIAL HAZARD CLASS PER: NFPA # 13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .10 OVER THE HYDRAULICALLY MOST REMOTE 8 HEADS. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 360 "C" FACTOR OVERHEAD: 150 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 165 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 RES49 TEMPERATURE: 155' K-FACTOR: 4.91K ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 72.48 PSI RESIDUAL 5.12 PSI FLOW 3000 GPM ELEVATION OF TEST: 405 FT. ABOVE SEA LEVEL DATE OF TEST: 2015 DATA PROVIDED BY: OLYMPIC VIEW WATER LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 107.8 GPM REQUIRED AT 31.7 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) ci innnnnDV 207.8 GPM REQUIRED AT 63.4 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 I Smith Fire Systems, Inc. N SMITHFS1360T m �o Expires I Signature 12/31/22 CERTIFICATE OF COMPETENCY STAMP ..........■■■ ■■■■■■■■■■ ■■■■■■■■n■ nnn�������------------- ■■nnnnn■■rJ nmmmnMMMFA n■mmn■■■rl■ iiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiii nmmn��■■r �■■ nnnnn�nr�■■■ nmmmnFANNE n■■nntnFAmmon 11111111I���� ASSES n■nun■r.■■■■■ mmm�n�■■■■■ iiiiiiiiiiiiiiiiii nmmnraNESES ■■nnnr,n■■■■■ ■mmnnI■■■■■ n■nnn,nnOSES iiiiiiiiiiiiiiiiii nmm ans■■■■■ iiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiii n■n,nnnn■■■■ ■■unnnn■■■■ nnm1mnMOSES MAMMONISM m iiii■nso■■■■■■ it 111111111110000 ii niiiiiiiiiiiiii n ■nnnnn■■■■ r 1■nnnnn■■■■ 1 mm11mnMOSES 111111111101100000 ■mmmss■■■■■ i■■nnnn■■■■■ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\4TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 4TH FLOOR RESIDENCE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 72.5 5.1 3000.0 72.0 207.8 63.4 Available pressure is 8.6 psi (12%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 207.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 107.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 601 472.1 K= 4.90 7.0 13.0 602 472.1 K= 4.90 7.6 13.5 603 472.1 K= 4.90 7.3 13.2 604 472.1 K= 4.90 7.2 13.1 604A 472.1 - - - - 7.4 - - - 605 472.1 K= 4.90 7.1 13.0 606 472.1 K= 4.90 7.4 13.3 607 472.1 K= 4.90 8.3 14.1 608 472.1 K= 4.90 8.6 14.4 610 472.1 - - - - 8.6 - - - 611 472.1 - - - - 8.6 - - - 612 472.1 - - - - 8.8 - - - 613 472.1 - - - - 15.5 - - - 614 472.1 - - - - 17.8 - - - 615 472.1 - - - - 18.5 - - - 616 472.1 - - - - 18.3 - - - 617 472.1 - - - - 23.9 - - - 618 472.1 - - - - 23.6 - - - 619 472.1 - - - - 25.1 - - - 620 472.1 - - - - 24.0 - - - 621 472.1 - - - - 24.0 - - - 622 472.1 - - - - 24.0 - - - R4 466.8 - - - - 31.7 - - - S3 440.4 - - - - 43.3 - - - S4 441.2 - - - - 43.4 - - - S7 441.2 - - - - 43.6 - - - S8 431.4 - - - - 47.8 - - - S9 431.4 - - - - 47.9 - - - S10 411.8 - - - - 56.4 - - - W5 411.8 - - - - 56.4 - - - UG 410.3 - - - - 57.0 - - - BF1 406.3 - - - - 58.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\4TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 4TH FLOOR RESIDENCE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BF2 406.3 - - - - 62.8 - - - SOURCE 405.0 SOURCE 63.4 107.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\4TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 4TH FLOOR RESIDENCE 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 -13.0 1.101 PL 14.50 PF 0.6 601 472.1 4.9 7.0 13.0 4.4 150 FTG E PE 0.0 602 472.1 4.9 7.6 13.5 0.031 TL 19.50 PV Pipe: 2 -26.5 1.101 PL 3.50 PF 1.0 602 472.1 4.9 7.6 13.5 8.9 150 FTG T PE 0.0 610 472.1 0.0 8.6 0.0 0.115 TL 8.50 PV Pipe: 3 -13.2 1.101 PL 4.00 PF 0.1 603 472.1 4.9 7.3 13.2 4.5 150 FTG ---- PE 0.0 604A 472.1 0.0 7.4 0.0 0.032 TL 4.00 PV Pipe: 4 -13.1 1.101 PL 3.00 PF 0.2 604 472.1 4.9 7.2 13.1 4.4 150 FTG T PE 0.0 604A 472.1 0.0 7.4 0.0 0.031 TL 8.00 PV Pipe: 5 -26.4 1.101 PL 5.50 PF 1.2 604A 472.1 0.0 7.4 0.0 8.9 150 FTG T PE 0.0 610 472.1 0.0 8.6 0.0 0.113 TL 10.50 PV Pipe: 6 -13.0 1.101 PL 6.00 PF 0.3 605 472.1 4.9 7.1 13.0 4.4 150 FTG E PE 0.0 606 472.1 4.9 7.4 13.3 0.031 TL 11.00 PV Pipe: 7 -26.4 1.101 PL 5.50 PF 1.2 606 472.1 4.9 7.4 13.3 8.9 150 FTG T PE 0.0 611 472.1 0.0 8.6 0.0 0.113 TL 10.50 PV Pipe: 8 -14.1 1.101 PL 2.50 PF 0.3 607 472.1 4.9 8.3 14.1 4.8 150 FTG T PE 0.0 611 472.1 0.0 8.6 0.0 0.036 TL 7.50 PV Pipe: 9 -14.4 1.101 PL 1.50 PF 0.2 608 472.1 4.9 8.6 14.4 4.8 150 FTG T PE 0.0 612 472.1 0.0 8.8 0.0 0.037 TL 6.50 PV Pipe: 10 8.3 1.598 PL 7.00 PF 0.0 610 472.1 0.0 8.6 0.0 1.3 150 FTG ---- PE 0.0 611 472.1 0.0 8.6 0.0 0.002 TL 7.00 PV Pipe: 11 -32.2 1.598 PL 9.00 PF 0.2 611 472.1 0.0 8.6 0.0 5.2 150 FTG ---- PE 0.0 612 472.1 0.0 8.8 0.0 0.027 TL 9.00 PV Pipe: 12 -61.2 1.598 PL 104.25 PF 9.1 610 472.1 0.0 8.6 0.0 9.8 150 FTG ---- PE 0.0 614 472.1 0.0 17.8 0.0 0.088 TL 104.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\4TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 4TH FLOOR RESIDENCE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -46.6 1.598 PL 73.92 PF 6.6 612 472.1 0.0 8.8 0.0 7.5 150 FTG 5E2T PE 0.0 613 472.1 0.0 15.5 0.0 0.053 TL 124.92 PV Pipe: 14 -22.9 1.598 PL 150.63 PF 2.9 613 472.1 0.0 15.5 0.0 3.7 150 FTG 6ET PE 0.0 616 472.1 0.0 18.3 0.0 0.014 TL 200.63 PV Pipe: 15 -23.7 1.598 PL 140.83 PF 3.0 613 472.1 0.0 15.5 0.0 3.8 150 FTG 5E3T PE 0.0 615 472.1 0.0 18.5 0.0 0.015 TL 199.83 PV Pipe: 16 28.3 1.598 PL 18.50 PF 0.6 616 472.1 0.0 18.3 0.0 4.5 150 FTG T PE 0.0 614 472.1 0.0 17.8 0.0 0.021 TL 26.50 PV Pipe: 17 -15.4 1.598 PL 19.54 PF 0.2 616 472.1 0.0 18.3 0.0 2.5 150 FTG T PE 0.0 615 472.1 0.0 18.5 0.0 0.007 TL 27.54 PV Pipe: 18 -32.9 1.598 PL 202.17 PF 5.8 614 472.1 0.0 17.8 0.0 5.3 150 FTG E PE 0.0 618 472.1 0.0 23.6 0.0 0.028 TL 209.17 PV Pipe: 19 -35.8 1.598 PL 165.08 PF 5.6 616 472.1 0.0 18.3 0.0 5.7 150 FTG E PE 0.0 617 472.1 0.0 23.9 0.0 0.032 TL 172.08 PV Pipe: 20 -39.1 1.598 PL 134.88 PF 6.6 615 472.1 0.0 18.5 0.0 6.3 150 FTG 2E3T PE 0.0 619 472.1 0.0 25.1 0.0 0.038 TL 172.88 PV Pipe: 21 21.8 1.598 PL 18.58 PF 0.3 617 472.1 0.0 23.9 0.0 3.5 150 FTG T PE 0.0 618 472.1 0.0 23.6 0.0 0.013 TL 26.58 PV Pipe: 22 -51.3 1.598 PL 11.42 PF 1.2 617 472.1 0.0 23.9 0.0 8.2 150 FTG T PE 0.0 619 472.1 0.0 25.1 0.0 0.063 TL 19.42 PV Pipe: 22A -11.1 1.598 PL 98.04 PF 0.4 618 472.1 0.0 23.6 0.0 1.8 150 FTG ET PE 0.0 621 472.1 0.0 24.0 0.0 0.004 TL 113.04 PV Pipe: 22B -6.2 1.598 PL 82.33 PF 0.1 617 472.1 0.0 23.9 0.0 1.0 150 FTG T PE 0.0 620 472.1 0.0 24.0 0.0 0.001 TL 90.33 PV Pipe: 22C 17.3 1.598 PL 108.17 PF 1.1 619 472.1 0.0 25.1 0.0 2.8 150 FTG 3T PE 0.0 620 472.1 0.0 24.0 0.0 0.008 TL 132.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\4TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 4TH FLOOR RESIDENCE 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: 22D 11.1 1.598 PL 2.92 PF 0.0 620 472.1 0.0 24.0 0.0 1.8 150 FTG T PE 0.0 621 472.1 0.0 24.0 0.0 0.004 TL 10.92 PV Pipe: 22E 0.0 2.003 PL 3.25 PF 0.0 621 472.1 0.0 24.0 0.0 0.0 150 FTG ---- PE 0.0 622 472.1 0.0 24.0 0.0 0.000 TL 3.25 PV Pipe: 23 -107.8 2.185 PL 6.33 PF 4.2 619 472.1 0.0 25.1 0.0 9.2 120 FTG 2ETCB PE 2.3 R4 466.8 0.0 31.7 0.0 0.082 TL 51.33 PV Pipe: 24 -107.8 4.298 PL 26.33 PF 0.2 R4 466.8 0.0 31.7 0.0 2.4 120 FTG T PE 11.4 S3 440.4 0.0 43.3 0.0 0.003 TL 58.23 PV Pipe: 25 -107.8 4.298 PL 121.38 PF 0.5 S3 440.4 0.0 43.3 0.0 2.4 120 FTG 3EB PE -0.3 S4 441.2 0.0 43.4 0.0 0.003 TL 157.08 PV Pipe: 26 -107.8 6.357 PL 290.46 PF 0.2 S4 441.2 0.0 43.4 0.0 1.1 120 FTG 6E PE 0.0 S7 441.2 0.0 43.6 0.0 0.000 TL 366.06 PV Pipe: 27 -107.8 6.357 PL 9.83 PF 0.0 S7 441.2 0.0 43.6 0.0 1.1 120 FTG E PE 4.2 S8 431.4 0.0 47.8 0.0 0.000 TL 22.43 PV Pipe: 28 -107.8 6.357 PL 30.29 PF 0.0 S8 431.4 0.0 47.8 0.0 1.1 120 FTG 3E PE 0.0 S9 431.4 0.0 47.9 0.0 0.000 TL 68.09 PV Pipe: 29 -107.8 6.357 PL 22.33 PF 0.0 S9 431.4 0.0 47.9 0.0 1.1 120 FTG 3E PE 8.5 S10 411.8 0.0 56.4 0.0 0.000 TL 60.13 PV Pipe: 30 -107.8 6.357 PL 1.63 PF 0.0 S10 411.8 0.0 56.4 0.0 1.1 120 FTG T PE 0.0 W5 411.8 0.0 56.4 0.0 0.000 TL 45.63 PV Pipe: 31 -107.8 6.357 PL 1.50 PF 0.0 W5 411.8 0.0 56.4 0.0 1.1 120 FTG ---- PE 0.6 UG 410.3 0.0 57.0 0.0 0.000 TL 1.50 PV Pipe: 32 -107.8 6.160 PL 35.75 PF 0.0 UG 410.3 0.0 57.0 0.0 1.2 140 FTG 4E PE 1.7 BF1 406.3 0.0 58.8 0.0 0.000 TL 83.75 PV Pipe: 33 FIXED PRESSURE LOSS DEVICE BF2 406.3 0.0 62.8 0.0 4.0 psi, 107.8 gpm BF1 406.3 0.0 58.8 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\4TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 4TH FLOOR RESIDENCE 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: 34 -107.8 6.160 PL 12.00 PF 0.0 BF2 406.3 0.0 62.8 0.0 1.2 140 FTG TG PE 0.6 SOURCE 405.0 SRCE 63.4 (N/A) 0.000 TL 56.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2020 D computer program in accordance with NFPA13 (2016) 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 0.109 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.8 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 71.93 psi with a flow of 222.86 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPVly fleX 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 7 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\4TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 4TH FLOOR RESIDENCE PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 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 teeRun 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 ChkVly BfyVly GatVly A1mChk 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 80.0 70.0 G A U 60.0 G E 50.0 P R E S S U R E 40.0 30.0 20.0 10.0 0.0 WATER SUPPLY ANALYSIS Static: 72.48 psi Resid: 5.12 psi Flow: 3000.0 gpm Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source �l C-1 d O > lJ H tJ y .. H H J r � •• N x o H N � H x � � z F-c � H �o r x z H i-C H x d z z x > r rCiM O r z O H 7d n to Fc 7d n M L ] �3 � r � H n .� C7 C', r�rx n �3 6 M H Rd O > z C', � r / H x n � z � r H i-C r � tJ H O O i-3 x r 0 0 � b d 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\4TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 4TH FLOOR RESIDENCE WATER SUPPLY CURVE 84+ I I I 77+ I I 0 70+\ I \ I \ I \ 63X \ I \ I \ I \ P 56+ \ R \ E \ S \ S 49+ \ U \ R \ E \ 42+ \ ( I \ P \ S \ I 35+ \ I \ I \ I \ 28+ \ I \ I \ I \ 21+ \ I \ I \ 14+ LEGEND \ I " \ X = Required Water Supply \ 63.41 psi @ 207.8 gpm \ 7+ \ 0 = Available Water Supply * <-5.1 psi @ 3000 gpm 72.00 psi @ 207.8 gpm Flow Test Point I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 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: HWY 99 EDMONDS APARTMENTS JOB NO.: NC20001 DATE: 7-9-2021 ADDRESS: 23326 HIGHWAY 99 BY: BILL WOLF EDMONDS, WA 98026 SYSTEM DESIGNATION: R5 RES HAZARD DESCRIPTION: RESIDENTIAL HAZARD CLASS PER: NFPA # 13 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .10 OVER THE HYDRAULICALLY MOST REMOTE 8 HEADS. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 100 GPM SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 360 "C" FACTOR OVERHEAD: 150 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 165 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 RES49 TEMPERATURE: 155' K-FACTOR: 4.91K ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 72.48 PSI RESIDUAL 5.12 PSI FLOW 3000 GPM ELEVATION OF TEST: 405 FT. ABOVE SEA LEVEL DATE OF TEST: 2015 DATA PROVIDED BY: OLYMPIC VIEW WATER LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 107.7 GPM REQUIRED AT 28.6 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) ci innnnnDV 207.8 GPM REQUIRED AT 64.6 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 Leve13 I Smith Fire Systems, Inc. N SMITHFS1360T m �o Expires I Signature 12/31/22 CERTIFICATE OF COMPETENCY STAMP nnmm����■■� mm�m����■ri nnmm�n�n,� mm�nn■■■��■ nmm���■■r,■■■ n■nunnr I■■■ rlllnl n§IMF ANNE nnmiielor � nnmmsruons r111nInl§1I■■■■ iiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiii 111m111F I■■■■■■ nmmis►,m■■■■■■ limningloons mmll■nNESSES nnnmAgooloons mmoNrnn■■■■■ nnnrJnn■■■■ iiiiin iiiiiiiiii 111111 unnSSEEN nnn unn■■■■■ nm unnn■■■■ nnmmsso■■■■ 111,n1n000000■■ ILA iiiiiiiiiiiiii ri nuiiiiiiiiiiii r nnunn■■■■■ mmmn■■■■■ i n■nnnnnson nmimnommon unmmn■■■■■ mmiinns■■■■■ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\5TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 5TH FLOOR RESIDENCE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 72.5 5.1 3000.0 72.0 207.8 64.6 Available pressure is 7.4 psi (10%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 207.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 107.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 701 482.1 K= 4.90 8.6 14.4 702 482.1 K= 4.90 8.3 14.1 703 482.1 K= 4.90 7.0 13.0 704 482.1 K= 4.90 7.4 13.3 705 482.1 K= 4.90 7.3 13.2 706 482.1 K= 4.90 7.1 13.1 706A 482.1 - - - - 7.4 - - - 707 482.1 K= 4.90 7.1 13.1 708 482.1 K= 4.90 7.7 13.6 710 482.1 - - - - 8.6 - - - 711 482.1 - - - - 8.6 - - - 711A 482.1 - - - - 8.8 - - - 712 482.1 - - - - 16.0 - - - 713 482.1 - - - - 17.8 - - - 714 482.1 - - - - 17.1 - - - 715 482.1 - - - - 17.9 - - - 716 482.1 - - - - 21.4 - - - 717 482.1 - - - - 21.4 - - - 718 482.1 - - - - 21.4 - - - 719 482.1 - - - - 23.5 - - - 720 482.1 - - - - 24.1 - - - 721 482.1 - - - - 24.4 - - - R5 476.8 - - - - 28.6 - - - S3 440.4 - - - - 44.5 - - - S4 441.3 - - - - 44.6 - - - S7 441.3 - - - - 44.8 - - - S8 431.4 - - - - 49.1 - - - S9 431.4 - - - - 49.1 - - - S10 411.8 - - - - 57.6 - - - W5 411.8 - - - - 57.6 - - - UG 410.3 - - - - 58.3 - - - BF1 406.3 - - - - 60.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\5TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 5TH FLOOR RESIDENCE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BF2 406.3 - - - - 64.0 - - - SOURCE 405.0 SOURCE 64.6 107.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\5TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 5TH FLOOR RESIDENCE 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 -14.4 1.101 PL 1.50 PF 0.2 701 482.1 4.9 8.6 14.4 4.8 150 FTG T PE 0.0 711A 482.1 0.0 8.8 0.0 0.037 TL 6.50 PV Pipe: 2 -14.1 1.101 PL 2.50 PF 0.3 702 482.1 4.9 8.3 14.1 4.8 150 FTG T PE 0.0 711 482.1 0.0 8.6 0.0 0.036 TL 7.50 PV Pipe: 3 -13.0 1.101 PL 6.00 PF 0.3 703 482.1 4.9 7.0 13.0 4.4 150 FTG E PE 0.0 704 482.1 4.9 7.4 13.3 0.031 TL 11.00 PV Pipe: 4 -26.3 1.101 PL 5.54 PF 1.2 704 482.1 4.9 7.4 13.3 8.9 150 FTG T PE 0.0 711 482.1 0.0 8.6 0.0 0.113 TL 10.54 PV Pipe: 5 -13.2 1.101 PL 4.00 PF 0.1 705 482.1 4.9 7.3 13.2 4.4 150 FTG ---- PE 0.0 706A 482.1 0.0 7.4 0.0 0.032 TL 4.00 PV Pipe: 6 -13.1 1.101 PL 3.00 PF 0.2 706 482.1 4.9 7.1 13.1 4.4 150 FTG T PE 0.0 706A 482.1 0.0 7.4 0.0 0.031 TL 8.00 PV Pipe: 7 -26.3 1.101 PL 5.54 PF 1.2 706A 482.1 0.0 7.4 0.0 8.9 150 FTG T PE -0.0 710 482.1 0.0 8.6 0.0 0.113 TL 10.54 PV Pipe: 8 -13.1 1.101 PL 14.50 PF 0.6 707 482.1 4.9 7.1 13.1 4.4 150 FTG E PE 0.0 708 482.1 4.9 7.7 13.6 0.031 TL 19.50 PV Pipe: 9 -26.7 1.101 PL 2.50 PF 0.9 708 482.1 4.9 7.7 13.6 9.0 150 FTG T PE 0.0 710 482.1 0.0 8.6 0.0 0.116 TL 7.50 PV Pipe: 10 6.0 1.598 PL 7.00 PF 0.0 710 482.1 0.0 8.6 0.0 1.0 150 FTG ---- PE 0.0 711 482.1 0.0 8.6 0.0 0.001 TL 7.00 PV Pipe: 10A -34.4 1.598 PL 9.00 PF 0.3 711 482.1 0.0 8.6 0.0 5.5 150 FTG ---- PE 0.0 711A 482.1 0.0 8.8 0.0 0.030 TL 9.00 PV Pipe: 11 -59.0 1.598 PL 104.25 PF 8.5 710 482.1 0.0 8.6 0.0 9.4 150 FTG ---- PE 0.0 714 482.1 0.0 17.1 0.0 0.082 TL 104.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\5TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 5TH FLOOR RESIDENCE 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: 12 -48.8 1.598 PL 73.92 PF 7.2 711A 482.1 0.0 8.8 0.0 7.8 150 FTG 5E2T PE 0.0 712 482.1 0.0 16.0 0.0 0.058 TL 124.92 PV Pipe: 13 -30.6 2.003 PL 150.63 PF 1.7 712 482.1 0.0 16.0 0.0 3.1 150 FTG 6ET PE -0.0 713 482.1 0.0 17.8 0.0 0.008 TL 214.63 PV Pipe: 14 -18.1 1.598 PL 140.79 PF 1.8 712 482.1 0.0 16.0 0.0 2.9 150 FTG 6E2T PE -0.0 715 482.1 0.0 17.9 0.0 0.009 TL 198.79 PV Pipe: 15 31.0 1.598 PL 18.50 PF 0.7 713 482.1 0.0 17.8 0.0 5.0 150 FTG T PE 0.0 714 482.1 0.0 17.1 0.0 0.025 TL 26.50 PV Pipe: 16 -10.6 1.598 PL 19.54 PF 0.1 713 482.1 0.0 17.8 0.0 1.7 150 FTG T PE 0.0 715 482.1 0.0 17.9 0.0 0.003 TL 27.54 PV Pipe: 17 -51.1 2.003 PL 165.08 PF 3.6 713 482.1 0.0 17.8 0.0 5.2 150 FTG E PE 0.0 716 482.1 0.0 21.4 0.0 0.021 TL 174.08 PV Pipe: 18 -27.9 1.598 PL 202.17 PF 4.3 714 482.1 0.0 17.1 0.0 4.5 150 FTG E PE 0.0 718 482.1 0.0 21.4 0.0 0.021 TL 209.17 PV Pipe: 19 -28.7 1.598 PL 134.88 PF 3.5 715 482.1 0.0 17.9 0.0 4.6 150 FTG 3T2F PE 0.0 717 482.1 0.0 21.4 0.0 0.022 TL 162.88 PV Pipe: 20 3.8 1.598 PL 11.42 PF 0.0 716 482.1 0.0 21.4 0.0 0.6 150 FTG T PE 0.0 717 482.1 0.0 21.4 0.0 0.001 TL 19.42 PV Pipe: 21 -1.9 1.598 PL 18.58 PF 0.0 716 482.1 0.0 21.4 0.0 0.3 150 FTG T PE 0.0 718 482.1 0.0 21.4 0.0 0.000 TL 26.58 PV Pipe: 22 -53.0 2.003 PL 82.33 PF 2.1 716 482.1 0.0 21.4 0.0 5.4 150 FTG T PE 0.0 719 482.1 0.0 23.5 0.0 0.022 TL 92.33 PV Pipe: 23 -25.0 1.598 PL 108.17 PF 2.1 717 482.1 0.0 21.4 0.0 4.0 150 FTG 2T PE 0.0 719 482.1 0.0 23.5 0.0 0.017 TL 124.17 PV Pipe: 24 -29.8 1.598 PL 98.04 PF 2.6 718 482.1 0.0 21.4 0.0 4.8 150 FTG 2T PE 0.0 720 482.1 0.0 24.1 0.0 0.023 TL 114.04 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\5TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 5TH FLOOR RESIDENCE 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: 25 -77.9 2.003 PL 2.88 PF 0.6 719 482.1 0.0 23.5 0.0 7.9 150 FTG T PE 0.0 720 482.1 0.0 24.1 0.0 0.046 TL 12.88 PV Pipe: 26 -107.7 2.703 PL 3.25 PF 0.3 720 482.1 0.0 24.1 0.0 6.0 120 FTG E PE 0.0 721 482.1 0.0 24.4 0.0 0.029 TL 9.95 PV Pipe: 30 -107.7 2.703 PL 6.33 PF 1.9 721 482.1 0.0 24.4 0.0 6.0 120 FTG ETCB PE 2.3 R5 476.8 0.0 28.6 0.0 0.029 TL 63.73 PV Pipe: 31 -107.7 4.298 PL 36.33 PF 0.2 R5 476.8 0.0 28.6 0.0 2.4 120 FTG T PE 15.7 S3 440.4 0.0 44.5 0.0 0.003 TL 68.23 PV Pipe: 32 -107.7 4.298 PL 121.38 PF 0.5 S3 440.4 0.0 44.5 0.0 2.4 120 FTG 3EB PE -0.4 S4 441.3 0.0 44.6 0.0 0.003 TL 157.08 PV Pipe: 33 -107.7 6.357 PL 290.46 PF 0.2 S4 441.3 0.0 44.6 0.0 1.1 120 FTG 6E PE 0.0 S7 441.3 0.0 44.8 0.0 0.000 TL 366.06 PV Pipe: 34 -107.7 6.357 PL 9.83 PF 0.0 S7 441.3 0.0 44.8 0.0 1.1 120 FTG E PE 4.3 S8 431.4 0.0 49.1 0.0 0.000 TL 22.43 PV Pipe: 35 -107.7 6.357 PL 30.29 PF 0.0 S8 431.4 0.0 49.1 0.0 1.1 120 FTG 3E PE 0.0 S9 431.4 0.0 49.1 0.0 0.000 TL 68.09 PV Pipe: 36 -107.7 6.357 PL 22.33 PF 0.0 S9 431.4 0.0 49.1 0.0 1.1 120 FTG 3E PE 8.5 S10 411.8 0.0 57.6 0.0 0.000 TL 60.13 PV Pipe: 37 -107.7 6.357 PL 1.63 PF 0.0 S10 411.8 0.0 57.6 0.0 1.1 120 FTG T PE 0.0 W5 411.8 0.0 57.6 0.0 0.000 TL 45.63 PV Pipe: 38 -107.7 6.357 PL 1.50 PF 0.0 W5 411.8 0.0 57.6 0.0 1.1 120 FTG ---- PE 0.6 UG 410.3 0.0 58.3 0.0 0.000 TL 1.50 PV Pipe: 39 -107.7 6.160 PL 35.75 PF 0.0 UG 410.3 0.0 58.3 0.0 1.2 140 FTG 4E PE 1.7 BF1 406.3 0.0 60.0 0.0 0.000 TL 83.75 PV Pipe: 40 FIXED PRESSURE LOSS DEVICE BF2 406.3 0.0 64.0 0.0 4.0 psi, 107.7 gpm BF1 406.3 0.0 60.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\5TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 5TH FLOOR RESIDENCE 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 -107.8 6.160 PL 12.00 PF 0.0 BF2 406.3 0.0 64.0 0.0 1.2 140 FTG TG PE 0.6 SOURCE 405.0 SRCE 64.6 (N/A) 0.000 TL 56.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2020 D computer program in accordance with NFPA13 (2016) 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 0.070 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.4 ft/sec at pipe 11. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Fullflow calculations are not done for systems with variable speed pumps. (6) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPVly fleX 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 6.160 12.00 40.00 10.00 43.00 16.00 4.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\5TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 5TH FLOOR RESIDENCE PAGE: P MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C G B Ell Tee 45 teeRun 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 ChkVly BfyVly GatVly A1mChk DPVly fleX 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 80.0 70.0 G A U 60.0 G E 50.0 P R E S S U R E 40.0 30.0 20.0 10.0 0.0 WATER SUPPLY ANALYSIS Static: 72.48 psi Resid: 5.12 psi Flow: 3000.0 gpm Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source �l C-1 d O > lJ H tJ y .. H H J r � •• N x o H N � H x � � z F-c � H �o r cn x z x d z z x > r rCiM O r z O H 7d n to He 7d n M L ] �3 � r � H n .� U Ci r�rx n �3 6 M H Rd O > z � � r / H x n � z � r H i-C r � tJ H O O cn H x r O O z z � b d 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/9/2021GN FILE\HYDRAULIC CALCULATIONS\HASS FILES\5TH FLOOR RES.SDF JOB TITLE: HIGHWAY 99 5TH FLOOR RESIDENCE WATER SUPPLY CURVE 84+ I I I 77+ I I 0 70+\ I \ I \ x \ 63+ \ I \ I \ I \ P 56+ \ R \ E \ S \ S 49+ \ U \ R \ E \ 42+ \ ( I \ P \ S \ I 35+ \ I \ I \ I \ 28+ \ I \ I \ I \ 21+ \ I \ I \ 14+ LEGEND \ I " \ X = Required Water Supply \ 64.64 psi @ 207.8 gpm \ 7+ \ 0 = Available Water Supply * <-5.1 psi @ 3000 gpm 72.00 psi @ 207.8 gpm Flow Test Point I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 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: HWY 99 EDMONDS APARTMENTS JOB NO.: NC20001 DATE: 7-9-2021 ADDRESS: 23326 HIGHWAY 99 BY: BILL WOLF EDMONDS, WA 98026 SYSTEM DESIGNATION: STANDPIPE STANDPIPE DESCRIPTION: MANUAL CLASS 1 WET STANDPIPE PER NFPA: NFPA # 14 (2013 EDITION) SPECIFIC RULING: RULING MADE BY: DESIGN CRITERIA: ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: "C" FACTOR OVERHEAD: 120 "C" FACTOR UNDERGROUND: 140 WATER SUPPLY: STATIC 72.48 PSI RESIDUAL 5.12 PSI FLOW 3000 GPM ELEVATION OF TEST DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: 405 FT. ABOVE SEA LEVEL 2015 OLYMPIC VIEW WATER AT SITE SYSTEM DEMAND AT FIRE DEPARTMENT CONNECTION 1000 GPM REQUIRED AT 168.7 PSI WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas James Scott 10627-1019-C Level I Smith Fire Systems, Inc. N SMITHFS1360T m �o Expires I Signature 12/ 12 CERTIFICATE OF COMPETENCY STAMP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/9/2021DESIGN FILE\HYDRAULIC CALCULATIONS\HASS FILES\STANDPIPE.SDF JOB TITLE: HIGHWAY 99 STAIR B 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 (N/A) 0.0 (N/A) 0.0 1000.0 168.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1000.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 750.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 250.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 478.3 K=25.00 100.0 250.0 S2 477.3 HOSE STREAM 100.4 250.0 S3 440.4 - - - - 122.3 - - - S4 441.3 - - - - 131.8 - - - S5 441.3 HOSE STREAM 131.8 250.0 S6 441.3 HOSE STREAM 135.6 250.0 S7 441.3 - - - - 139.3 - - - S8 431.4 - - - - 144.1 - - - S9 431.4 - - - - 146.0 - - - S10 411.8 - - - - 156.2 - - - W5 411.8 - - - - 157.5 - - - UG 410.3 - - - - 158.2 - - - S11 406.3 - - - - 162.7 - - - FDC 413.0 SOURCE 168.7 1000.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/9/2021DESIGN FILE\HYDRAULIC CALCULATIONS\HASS FILES\STANDPIPE.SDF JOB TITLE: HIGHWAY 99 STAIR B 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 S1 478.3 25.0 100.0 250.0 5.5 120 FTG ---- PE 0.4 S2 477.3 H.S. 100.4 250.0 0.014 TL 1.00 PV Pipe: 2 -500.0 4.298 PL 45.38 PF 5.9 S2 477.3 H.S. 100.4 250.0 11.1 120 FTG 3ETB PE 16.0 S3 440.4 0.0 122.3 0.0 0.052 TL 112.98 PV Pipe: 3 -500.0 4.298 PL 120.54 PF 9.8 S3 440.4 0.0 122.3 0.0 11.1 120 FTG 3ETB PE -0.4 S4 441.3 0.0 131.8 0.0 0.052 TL 188.14 PV Pipe: 4 -500.0 6.357 PL 2.42 PF 0.0 S4 441.3 0.0 131.8 0.0 5.1 120 FTG ---- PE 0.0 S5 441.3 H.S. 131.8 250.0 0.008 TL 2.42 PV Pipe: 5 -750.0 6.357 PL 221.38 PF 3.8 S5 441.3 H.S. 131.8 250.0 7.6 120 FTG E PE 0.0 S6 441.3 H.S. 135.6 250.0 0.016 TL 233.98 PV Pipe: 6-1000.0 6.357 PL 66.63 PF 3.6 S6 441.3 H.S. 135.6 250.0 10.1 120 FTG 5E PE 0.0 S7 441.3 0.0 139.3 0.0 0.028 TL 129.63 PV Pipe: 7-1000.0 6.357 PL 9.83 PF 0.6 S7 441.3 0.0 139.3 0.0 10.1 120 FTG E PE 4.3 S8 431.4 0.0 144.1 0.0 0.028 TL 22.43 PV Pipe: 8-1000.0 6.357 PL 30.21 PF 1.9 S8 431.4 0.0 144.1 0.0 10.1 120 FTG 3E PE 0.0 S9 431.4 0.0 146.0 0.0 0.028 TL 68.01 PV Pipe: 9-1000.0 6.357 PL 22.33 PF 1.7 S9 431.4 0.0 146.0 0.0 10.1 120 FTG 3E PE 8.5 S10 411.8 0.0 156.2 0.0 0.028 TL 60.13 PV Pipe: 10-1000.0 6.357 PL 1.63 PF 1.3 S10 411.8 0.0 156.2 0.0 10.1 120 FTG T PE 0.0 W5 411.8 0.0 157.5 0.0 0.028 TL 45.63 PV Pipe: 11-1000.0 6.357 PL 1.50 PF 0.0 W5 411.8 0.0 157.5 0.0 10.1 120 FTG ---- PE 0.6 UG 410.3 0.0 158.2 0.0 0.028 TL 1.50 PV Pipe: 12-1000.0 6.160 PL 23.63 PF 2.7 UG 410.3 0.0 158.2 0.0 10.8 140 FTG 4ET PE 1.8 S11 406.3 0.0 162.7 0.0 0.025 TL 111.63 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/9/2021DESIGN FILE\HYDRAULIC CALCULATIONS\HASS FILES\STANDPIPE.SDF JOB TITLE: HIGHWAY 99 STAIR B STANDPIPE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13-1000.0 4.100 PL 12.25 PF 8.9 S11 406.3 0.0 162.7 0.0 24.3 140 FTG EC PE -2.9 FDC 413.0 SRCE 168.7 (N/A) 0.178 TL 50.25 PV NOTES (HASS): (1) Calculations were performed by the HASS 2020 D computer program in accordance with NFPA13 (2016) 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 0.001 gpm and a maximum imbalance at any node of 0.001 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 24.3 ft/sec at pipe 13. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) The Sprinkler System will not function under Full Flow conditions. (6) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPVly fleX 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 4.100 8.00 27.00 6.00 30.00 20.00 3.00 6.160 12.00 40.00 10.00 43.00 16.00 4.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/9/2021DESIGN FILE\HYDRAULIC CALCULATIONS\HASS FILES\STANDPIPE.SDF JOB TITLE: HIGHWAY 99 STAIR B STANDPIPE PAGE: Y HWC: 120 Fitting Lengths in Feet C B G A D X 45 ChkVly BfyVly GatVly A1mChk DPVly fleX 24.70 7.80 3.00 28.90 28.90 0.00 MATERIAL: SCH7 Diameter Equivalent (in) E T F Ell Tee 4.298 9.30 31.90 4.70 SI 1 G 150.0 A U G E 120.0 P R E S S U R E SI 1 ( 60.0 p s 1 30.0 0.0 -14.7 WATER SUPPLY ANALYSIS Fixed Source Pressure: 0.00 psi 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 11 C-1 d o > W H tJ y .. H H J r � •• N x o H N � H x d i-C H � z � b Co H Rd �3 t-' H � � z H � x z x r m d z z W > W H C, H< Z H H d n m b � H n b � x r�rH< n d � 7d r � �3 t-' H H o n x � � r F-c H 7 Cn H r �3 C7 Ri H Ri t J R1 U1 �Q U (D 7 V1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/9/2021DESIGN FILE\HYDRAULIC CALCULATIONS\HASS FILES\STANDPIPE.SDF JOB TITLE: HIGHWAY 99 STAIR B STANDPIPE WATER SUPPLY CURVE 180+ I I X 165+ I I I 150+ I I I 135+ I I I P120+ R E S 5105+ U R E 90+ ( I P S I 75+ I I I 60+ I I I 45+ I I 30+ LEGEND " I" X = Required Water Supply " 168.70 psi @ 1000.0 gpm " 15+ " I" I" I" 200 300 400 500 600 700 800 900 1000 FLOW (GPM)