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mmiimmummommormaimmomw FIRE SYSTEMS WEST, INC. 01P2022-00-l7 600 SE MARITIME AVE. STE 300 ft5 C- <671—. VANCOUVER, WA 98661 RECEIVED HYDRAULIC CALCULATIONS FOR JUN 2 2022 TIGARD DISTRIBUTION CENTER 8005 HUNZIKER RD. CITY OF TIGA( L TIGARD, OR BUILDING DIVISIOr DRAWING NUMBER: 2 DATE: JUL 16, 2015 -DESIGN DATA- REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: NEW GRID OCCUPANCY CLASSIFICATION: ESFR CLASS IV 25' STORAGE DENSITY: 35 PSI AREA OF APPLICATION: 1,190 sq. ft. COVERAGE PER SPRINKLER: 99.72 sq. ft. TYPE OF SPRINKLERS CALCULATED: ESFR-17 NUMBER OF SPRINKLERS CALCULATED: 12 HOSE-STREAM DEMAND: 250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 1496 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 1246.0 gpm @ 74.6 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: CITY SUPPLY Test Date: 5/1/15 Test By: T.W.D. Location: 8100 SW HUNZIKER RD. & SW WALL Static: 106 psi Residual: 102 psi Flow: 1555 gpm Source Elevation Relative to Finished Flow Level: -4 ft. INSTALLING CONTRACTOR Name: FIRE SYSTEMS WEST, INC. Address: 600 SE MARITIME AVE., STE 300, VANCOUVER, WA 98661 Phone: 360-693-9906 OR CL# 49732, WA CL # FIRESWI 140B1 NAME OF DESIGNER: B. CULLINANE NICET CERTIFICATION # 116257 Calculations performed by HASS under license # 5009058210 , granted by HRS SYSTEMS, INC. 4 , 'i 1 C. d WATER SUPPLY ANALYSIS w H Static: 106.00 psi Resid: 102.00 psi Flow: 1555.0 gpm H lei H- i I L--1 --- 1 IN /43AUElle pressure . rn 102.28 psi @ 1496.0 gpm H ri H O 4) I-, I 1 1�\1,1I\V Required pressure 71 84.82 psi @ 1496.0 gpm CI100. -- -- �. _ _ A..source Supply Curve d B. Spsteter•Dewlancl—aury,S — H Cr) rn W G C. Available at Source HH as W A H H H W I-I Z U H O y r G al o d E 80 .0 dK m C P xi m R W c x E H K H c S 60.0 z S — H r U H H O n R 6 E o ter H .< ( 40.0 H Cl) — 7d m p '-4 m s c H i '-4 O z H 20.0 m m H ro • Cn Di c7 N 0.0 -14.7 4 0 600 g ;0 1u00 L0� ��� �_c0 ;C Ld00 w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/16/201511-1166 TIGARD DISTRIBUTION\TIGARD DISTRIBUTION TEST 1.SDF JOB TITLE: TIGARD DISTRIBUTION NFPA 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 106.0 102.0 1555.0 102.3 1496.0 84.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1496.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1246.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SOURCE -4.0 SOURCE 84.8 1246.0 UG 1.0 - - - - 76.0 - - - BF1 -4.0 - - - - 83.9 - - - BF2 -4.0 - - - - 78.9 - - - BOR 3.0 - - - - 74.6 - - - TOR 25.5 - - - - 63.1 - - - A 25.5 - - - - 63.1 - - - A3 25.5 - - - - 62.9 - - - B3 25.5 - - - - 62.8 - - - C3 25.5 - - - - 62.8 - - - D3 25.5 - - - - 62.8 - - - E3 25.5 - - - - 62.8 - - - F3 25.5 - - - - 62.8 - - - G3 25.5 - - - - 62.7 - - - H3 25.5 - - - - 62.6 - - - 13 25.5 - - - - 62.6 - - - J3 25.5 - - - - 62.5 - - - K3 25.5 - - - - 62.4 - - - L3 25.5 - - - - 62.4 - - - M3 25.5 - - - - 62.3 - - - N3 25.5 - - - - 62.3 - - - 03 25.5 - - - - 62.2 - - - P3 25.5 - - - - 62.2 - - - Q3 25.5 - - - - 62.1 - - - R3 25.5 - - - - 62.1 - - - S3 25.5 - - - - 62.1 - - - T3 25.5 - - - - 62.1 - - - AS 25.5 - - - - 62.7 - - - B5 25.5 - - - - 62.6 - - - 05 25.5 - - - - 62.6 - - - D5 25.5 - - - - 62.6 - - - E5 25.5 - - - - 62.5 - - - F5 25.5 - - - - 62.5 - - - G5 25.5 - - - - 62.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/16/201511-1166 TIGARD DISTRIBUTION\TIGARD DISTRIBUTION TEST 1.SDF JOB TITLE: TIGARD DISTRIBUTION i NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) ' H5 25.5 - - - - 62.3 - - - I5 25.5 - - - - 62.2 - - - J5 25.5 - - - - 62.0 - - - K5 25.5 - - - - 61.9 - - - L5 25.5 - - - - 61.7 - - - M5 25.5 - - - - 61.6 - - - N5 25.5 - - - - 61.4 - - - 05 25.5 - - - - 61.2 - - - P5 25.5 - - - - 61.0 - - - 05 25.5 - - - - 60.8 - - - R5 25.5 - - - - 60.6 - - - S5 25.5 - - - - 60.5 - - - T5 25.5 - - - - 60.5 - - - H4 28.2 - - - - 61.4 - - - 14 28.2 - - - - 61.3 - - - J4 28.2 - - - - 61.2 - - - K4 28.2 - - - - 61.2 - - - L4 28.2 - - - - 61.1 - - - M4 28.2 - - - - 61.0 - - - N4 28.2 - - - - 61.0 - - - 04 28.2 - - - - 60.9 - - - P4 28.2 - - - - 60.8 - - - Q4 28.2 - - - - 60.8 - - - R4 28.2 - - - - 58.2 - - - S4 28.2 - - - - 58.2 - - - T4 28.2 - - - - 58.2 - - - H6 28.2 - - - - 61.2 - - - I6 28.2 - - - - 61.0 - - - J6 28.2 - - - - 60.9 - - - K6 28.2 - - - - 60.8 - - - L6 28.2 - - - - 60.6 - - - M6 28.2 - - - - 60.5 - - - N6 28.2 - - - - 60.3 - - - 06 28.2 - - - - 60.2 - - - P6 28.2 - - - - 60.0 - - - Q6 28.2 - - - - 59.8 - - - R6 28.2 - - - - 43.8 - - - S6 28.2 - - - - 43.7 - - - T6 28.2 - - - - 43.7 - - - 1 28.2 K=16.80 35.0 99.4 2 28.2 K=16.80 35.8 100.5 3 28.2 K=16.80 38.5 104.2 4 28.2 K=16.80 43.7 111.1 5 28.2 K=16.80 35.0 99.4 6 28.2 K=16.80 35.8 100.5 7 28.2 K=16.80 38.5 104.3 8 28.2 K=16.80 43.7 111.1 9 28.2 K=16.80 35.1 99.5 10 28.2 K=16.80 35.8 100.5 ' 11 28.2 K=16.80 38.6 104.3 12 28.2 K=16.80 43.8 111.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/16/201511-1166 TIGARD DISTRIBUTION\TIGARD DISTRIBUTION TEST 1.SDF JOB TITLE: TIGARD DISTRIBUTION NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes ` To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 50.00 140 0.9 • SOURCE -4.0 84.8 1246.0 BF2 D8.000 T:59.0 66.00 0.0 BF1 -4.0 83.9 1246.0 8.390 G: 7.0 116.00 0.008 0.9 Pipe: 2 0.0 Fixed Pressure Loss Device BF1 -4.0 83.9 1246.0 UG 5.0 psi, 1246.0 gpm BF2 -4.0 78.9 1246.0 Pipe: 3 0.0 0.0 50.00 140 2.8 BF2 -4.0 78.9 1246.0 BOR D8.000 E:31.0 31.00 -2.2 UG 1.0 76.0 1246.0 8.390 81.00 0.008 0.7 Pipe: 4 0.0 0.0 4.00 120 1.4 UG 1.0 76.0 1246.0 TOR B8.000 2E:42.0 42.00 -0.9 BOR 3.0 74.6 1246.0 8.249 46.00 0.012 0.5 Pipe: 5 0.0 534.3 A3 ETCB 22.50 120 11.5 BOR 3.0 74.6 711.7 A B8.000 129.00 -9.7 TOR 25.5 63.1 1246.0 8.249 151.50 0.012 1.8 Pipe: 6 0.0 0.0 1.00 120 0.0 TOR 25.5 63.1 711.7 A5 B8.000 ---- 0.00 0.0 A 25.5 63.1 711.7 8.249 1.00 0.004 0.0 Pipe: 7 0.0 0.0 74.25 120 0.2 TOR 25.5 63.1 534.3 B3 B8.000 E:21.0 21.00 0.0 A3 25.5 62.9 534.3 8.249 95.25 0.002 0.2 Pipe: 8 0.0 0.0 9.00 120 0.0 A3 25.5 62.9 534.3 C3 B8.000 ---- 0.00 0.0 B3 25.5 62.8 534.3 8.249 9.00 0.002 0.0 Pipe: 9 0.0 0.0 9.00 120 0.0 B3 25.5 62.8 534.3 D3 B8.000 ---- 0.00 0.0 C3 25.5 62.8 534.3 8.249 9.00 0.002 0.0 Pipe: 10 0.0 0.0 9.00 120 0.0 C3 25.5 62.8 534.3 E3 B8.000 ---- 0.00 0.0 D3 25.5 62.8 534.3 8.249 9.00 0.002 0.0 Pipe: 11 0.0 0.0 9.00 120 0.0 D3 25.5 62.8 534.3 F3 B8.000 ---- 0.00 0.0 E3 25.5 62.8 534.3 8.249 9.00 0.002 0.0 Pipe: 12 0.0 0.0 9.00 120 0.0 ' E3 25.5 62.8 534.3 G3 B8.000 ---- 0.00 0.0 F3 25.5 62.8 534.3 8.249 9.00 0.002 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: .7/16/201511-1166 TIGARD DISTRIBUTION\TIGARD DISTRIBUTION TEST 1.SDF JOB TITLE: TIGARD DISTRIBUTION Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 9.00 120 0.0 ` F3 25.5 62.8 534.3 H3 B8.000 ---- 0.00 0.0 . G3 25.5 62.7 534.3 8.249 9.00 0.002 0.0 Pipe: 14 0.0 12.5 H4 9.00 120 0.1 G3 25.5 62.7 521.7 13 B6.000 ---- 0.00 0.0 H3 25.5 62.6 534.3 6.357 9.00 0.009 0.1 Pipe: 15 0.0 13.8 I4 9.00 120 0.1 H3 25.5 62.6 508.0 J3 B6.000 ---- 0.00 0.0 I3 25.5 62.6 521.7 6.357 9.00 0.008 0.1 Pipe: 16 0.0 15.1 J4 9.00 120 0.1 I3 25.5 62.6 492.9 K3 B6.000 ---- 0.00 0.0 J3 25.5 62.5 508.0 6.357 9.00 0.008 0.1 Pipe: 17 0.0 16.4 K4 9.00 120 0.1 J3 25.5 62.5 476.4 L3 B6.000 ---- 0.00 0.0 K3 25.5 62.4 492.9 6.357 9.00 0.008 0.1 Pipe: 18 0.0 17.9 L4 9.00 120 0.1 K3 25.5 62.4 458.6 M3 B6.000 ---- 0.00 0.0 L3 25.5 62.4 476.4 6.357 9.00 0.007 0.1 Pipe: 19 0.0 19.4 M4 9.00 120 0.1 L3 25.5 62.4 439.2 N3 B6.000 ---- 0.00 0.0 M3 25.5 62.3 458.6 6.357 9.00 0.007 0.1 Pipe: 20 0.0 20.9 N4 9.00 120 0.1 M3 25.5 62.3 418.3 03 B6.000 ---- 0.00 0.0 N3 25.5 62.3 439.2 6.357 9.00 0.006 0.1 Pipe: 21 0.0 22.6 04 9.00 120 0.1 N3 25.5 62.3 395.7 P3 B6.000 ---- 0.00 0.0 03 25.5 62.2 418.3 6.357 9.00 0.006 0.1 Pipe: 22 0.0 24.3 P4 9.00 120 0.0 03 25.5 62.2 371.4 43 B6.000 ---- 0.00 0.0 P3 25.5 62.2 395.7 6.357 9.00 0.005 0.0 Pipe: 23 0.0 26.0 Q4 9.00 120 0.0 P3 25.5 62.2 345.4 R3 B6.000 ---- 0.00 0.0 Q3 25.5 62.1 371.4 6.357 9.00 0.004 0.0 Pipe: 24 0.0 115.0 R4 9.00 120 0.0 Q3 25.5 62.1 230.4 S3 B6.000 ---- 0.00 0.0 R3 25.5 62.1 345.4 6.357 9.00 0.004 0.0 440 Pipe: 25 0.0 115.2 S4 9.00 120 0.0 R3 25.5 62.1 115.2 T3 B6.000 ---- 0.00 0.0 S3 25.5 62.1 230.4 6.357 9.00 0.002 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 ' DATE:• 7/16/201511-1166 TIGARD DISTRIBUTION\TIGARD DISTRIBUTION TEST l.SDF JOB TITLE: TIGARD DISTRIBUTION Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 0.0 0.0 9.00 120 0.0 ' S3 25.5 62.1 115.2 T4 B6.000 ---- 0.00 0.0 ▪ T3 25.5 62.1 115.2 6.357 9.00 0.001 0.0 Pipe: 27 0.0 0.0 77.50 120 0.4 A 25.5 63.1 711.7 B5 B8.000 E:21.0 21.00 0.0 A5 25.5 62.7 711.7 8.249 98.50 0.004 0.4 Pipe: 28 0.0 0.0 9.00 120 0.0 A5 25.5 62.7 711.7 C5 B8.000 ---- 0.00 0.0 B5 25.5 62.6 711.7 8.249 9.00 0.004 0.0 Pipe: 29 0.0 0.0 9.00 120 0.0 B5 25.5 62.6 711.7 D5 B8.000 ---- 0.00 0.0 C5 25.5 62.6 711.7 8.249 9.00 0.004 0.0 Pipe: 30 0.0 0.0 9.00 120 0.0 C5 25.5 62.6 711.7 E5 B8.000 ---- 0.00 0.0 D5 25.5 62.6 711.7 8.249 9.00 0.004 0.0 Pipe: 31 0.0 0.0 9.00 120 0.0 D5 25.5 62.6 711.7 F5 B8.000 ---- 0.00 0.0 E5 25.5 62.5 711.7 8.249 9.00 0.004 0.0 Pipe: 32 0.0 0.0 9.00 120 0.0 ES 25.5 62.5 711.7 G5 B8.000 ---- 0.00 0.0 F5 25.5 62.5 711.7 8.249 9.00 0.004 0.0 Pipe: 33 0.0 0.0 9.00 120 0.0 F5 25.5 62.5 711.7 H5 B8.000 ---- 0.00 0.0 G5 25.5 62.5 711.7 8.249 9.00 0.004 0.0 Pipe: 34 0.0 724.3 I5 9.00 120 0.1 G5 25.5 62.5 -12.5 H6 B6.000 ---- 0.00 0.0 H5 25.5 62.3 711.7 6.357 9.00 0.015 0.1 Pipe: 35 0.0 738.0 J5 9.00 120 0.1 H5 25.5 62.3 -13.8 16 B6.000 ---- 0.00 0.0 I5 25.5 62.2 724.3 6.357 9.00 0.015 0.1 Pipe: 36 0.0 753.1 K5 9.00 120 0.1 I5 25.5 62.2 -15.1 J6 B6.000 ---- 0.00 0.0 J5 25.5 62.0 738.0 6.357 9.00 0.016 0.1 Pipe: 37 0.0 769.6 L5 9.00 120 0.1 J5 25.5 62.0 -16.4 K6 B6.000 ---- 0.00 0.0 K5 25.5 61.9 753.1 6.357 9.00 0.017 0.1 40 Pipe: 38 0.0 787.4 M5 9.00 120 0.2 K5 25.5 61.9 -17.9 L6 B6.000 ---- 0.00 0.0 L5 25.5 61.7 769.6 6.357 9.00 0.017 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE:• ?/16/201511-1166 TIGARD DISTRIBUTION\TIGARD DISTRIBUTION TEST 1.SDF JOB TITLE: TIGARD DISTRIBUTION Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 39 0.0 806.8 N5 9.00 120 0.2 L5 25.5 61.7 -19.4 M6 B6.000 ---- 0.00 0.0 M5 25.5 61.6 787.4 6.357 9.00 0.018 0.2 Pipe: 40 0.0 827.7 05 9.00 120 0.2 M5 25.5 61.6 -20.9 N6 B6.000 ---- 0.00 0.0 N5 25.5 61.4 806.8 6.357 9.00 0.019 0.2 Pipe: 41 0.0 850.3 P5 9.00 120 0.2 N5 25.5 61.4 -22.6 06 B6.000 ---- 0.00 0.0 05 25.5 61.2 827.7 6.357 9.00 0.020 0.2 Pipe: 42 0.0 874.6 Q5 9.00 120 0.2 05 25.5 61.2 -24.3 P6 B6.000 ---- 0.00 0.0 P5 25.5 61.0 850.3 6.357 9.00 0.021 0.2 Pipe: 43 0.0 900.6 R5 9.00 120 0.2 P5 25.5 61.0 -26.0 Q6 B6.000 ---- 0.00 0.0 Q5 25.5 60.8 874.6 6.357 9.00 0.022 0.2 Pipe: 44 0.0 300.5 R6 9.00 120 0.2 Q5 25.5 60.8 600.1 S5 B6.000 ---- 0.00 0.0 R5 25.5 60.6 900.6 6.357 9.00 0.023 0.2 Pipe: 45 0.0 300.1 S6 9.00 120 0.1 R5 25.5 60.6 300.0 T5 B6.000 ---- 0.00 0.0 S5 25.5 60.5 600.1 6.357 9.00 0.011 0.1 Pipe: 46 0.0 0.0 9.00 120 0.0 S5 25.5 60.5 300.0 T6 B6.000 ---- 0.00 0.0 T5 25.5 60.5 300.0 6.357 9.00 0.003 0.0 Pipe: 47 0.0 0.0 2.75 120 1.2 H3 25.5 62.6 12.5 H6 B2.000 2T:24.0 24.00 -1.2 H4 28.2 61.4 12.5 2.157 26.75 0.002 0.0 Pipe: 48 0.0 0.0 2.75 120 1.2 I3 25.5 62.6 13.8 I6 B2.000 2T:24.0 24.00 -1.2 I4 28.2 61.3 13.8 2.157 26.75 0.002 0.1 Pipe: 49 0.0 0.0 2.75 120 1.3 J3 25.5 62.5 15.1 J6 B2.000 2T:24.0 24.00 -1.2 J4 28.2 61.2 15.1 2.157 26.75 0.002 0.1 Pipe: 50 0.0 0.0 2.75 120 1.3 K3 25.5 62.4 16.4 K6 B2.000 2T:24.0 24.00 -1.2 K4 28.2 61.2 16.4 2.157 26.75 0.003 0.1 ire Pipe: 51 0.0 0.0 2.75 120 1.3 ' L3 25.5 62.4 17.9 L6 B2.000 2T:24.0 24.00 -1.2 L4 28.2 61.1 17.9 2.157 26.75 0.003 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 , DATE:. 7/16/201511-1166 TIGARD DISTRIBUTION\TIGARD DISTRIBUTION TEST 1.SDF JOB TITLE: TIGARD DISTRIBUTION Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 52 0.0 0.0 2.75 120 1.3 M3 25.5 62.3 19.4 M6 B2.000 2T:24.0 24.00 -1.2 M4 28.2 61.0 19.4 2.157 26.75 0.004 0.1 r Pipe: 53 0.0 0.0 2.75 120 1.3 N3 25.5 62.3 20.9 N6 B2.000 2T:24.0 24.00 -1.2 N4 28.2 61.0 20.9 2.157 26.75 0.004 0.1 Pipe: 54 0.0 0.0 2.75 120 1.3 03 25.5 62.2 22.6 06 B2.000 2T:24.0 24.00 -1.2 04 28.2 60.9 22.6 2.157 26.75 0.005 0.1 Pipe: 55 0.0 0.0 2.75 120 1.3 P3 25.5 62.2 24.3 P6 B2.000 2T:24.0 24.00 -1.2 P4 28.2 60.8 24.3 2.157 26.75 0.006 0.1 Pipe: 56 0.0 0.0 2.75 120 1.4 43 25.5 62.1 26.0 Q6 B2.000 2T:24.0 24.00 -1.2 Q4 28.2 60.8 26.0 2.157 26.75 0.006 0.2 Pipe: 57 0.0 0.0 2.75 120 3.8 R3 25.5 62.1 115.0 12 B2.000 2T:24.0 24.00 -1.2 R4 28.2 58.2 115.0 2.157 26.75 0.099 2.6 I Pipe: 58 0.0 0.0 2.75 120 3.8 S3 25.5 62.1 115.2 8 B2.000 2T:24.0 24.00 -1.2 S4 28.2 58.2 115.2 2.157 26.75 0.099 2.7 Pipe: 59 0.0 0.0 2.75 120 3.8 T3 25.5 62.1 115.2 4 B2.000 2T:24.0 24.00 -1.2 T4 28.2 58.2 115.2 2.157 26.75 0.099 2.7 Pipe: 60 0.0 724.3 I5 2.75 120 1.1 H6 28.2 61.2 -711.7 G5 B2.000 2T:24.0 24.00 1.2 H5 25.5 62.3 12.5 2.157 26.75 0.002 0.0 Pipe: 61 0.0 738.0 J5 2.75 120 1.1 16 28.2 61.0 -724.3 H5 B2.000 2T:24.0 24.00 1.2 I5 25.5 62.2 13.8 2.157 26.75 0.002 0.1 Pipe: 62 0.0 753.1 K5 2.75 120 1.1 J6 28.2 60.9 -738.0 I5 B2.000 2T:24.0 24.00 1.2 J5 25.5 62.0 15.1 2.157 26.75 0.002 0.1 Pipe: 63 0.0 769.6 L5 2.75 120 1.1 K6 28.2 60.8 -753.1 J5 B2.000 2T:24.0 24.00 1.2 K5 25.5 61.9 16.4 2.157 26.75 0.003 0.1 41( Pipe: 64 0.0 787.4 M5 2.75 120 1.1 L6 28.2 60.6 -769.6 K5 B2.000 2T:24.0 24.00 1.2 L5 25.5 61.7 17.9 2.157 26.75 0.003 0.1 I r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 , DATE:• 7/16/201511-1166 TIGARD DISTRIBUTION\TIGARD DISTRIBUTION TEST 1.SDF JOB TITLE: TIGARD DISTRIBUTION Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 65 0.0 806.8 N5 2.75 120 1.1 ' M6 28.2 60.5 -787.4 L5 B2.000 2T:24.0 24.00 1.2 M5 25.5 61.6 19.4 2.157 26.75 0.004 0.1 Pipe: 66 0.0 827.7 05 2.75 120 1.1 N6 28.2 60.3 -806.8 M5 B2.000 2T:24.0 24.00 1.2 N5 25.5 61.4 20.9 2.157 26.75 0.004 0.1 Pipe: 67 0.0 850.3 P5 2.75 120 1.1 06 28.2 60.2 -827.7 N5 B2.000 2T:24.0 24.00 1.2 05 25.5 61.2 22.6 2.157 26.75 0.005 0.1 Pipe: 68 0.0 874.6 Q5 2.75 120 1.0 P6 28.2 60.0 -850.3 05 B2.000 2T:24.0 24.00 1.2 P5 25.5 61.0 24.3 2.157 26.75 0.006 0.1 Pipe: 69 0.0 900.6 R5 2.75 120 1.0 46 28.2 59.8 -874.6 P5 B2.000 2T:24.0 24.00 1.2 Q5 25.5 60.8 26.0 2.157 26.75 0.006 0.2 Pipe: 70 0.0 304.3 11 2.75 120 16.8 R5 25.5 60.6 -3.8 12 B2.000 2T:24.0 24.00 -1.2 R6 28.2 43.8 300.5 2.157 26.75 0.585 15.6 Pipe: 71 0.0 304.1 7 2.75 120 16.8 S5 25.5 60.5 -4.0 8 B2.000 2T:24.0 24.00 -1.2 S6 28.2 43.7 300.1 2.157 26.75 0.583 15.6 Pipe: 72 0.0 304.1 3 2.75 120 16.8 T5 25.5 60.5 -4.1 4 B2.000 2T:24.0 24.00 -1.2 T6 28.2 43.7 300.0 2.157 26.75 0.583 15.6 Pipe: 73 0.0 0.0 148.42 120 0.2 H4 28.2 61.4 12.5 H5 B2.000 ---- 0.00 0.0 H6 28.2 61.2 12.5 2.157 148.42 0.002 0.2 Pipe: 74 0.0 0.0 148.42 120 0.3 I4 28.2 61.3 13.8 I5 B2.000 ---- 0.00 0.0 I6 28.2 61.0 13.8 2.157 148.42 0.002 0.3 Pipe: 75 0.0 0.0 148.42 120 0.3 J4 28.2 61.2 15.1 J5 B2.000 ---- 0.00 0.0 J6 28.2 60.9 15.1 2.157 148.42 0.002 0.3 Pipe: 76 0.0 0.0 148.42 120 0.4 K4 28.2 61.2 16.4 K5 B2.000 ---- 0.00 0.0 K6 28.2 60.8 16.4 2.157 148.42 0.003 0.4 k Pipe: 77 0.0 0.0 148.42 120 0.5 II L4 28.2 61.1 17.9 L5 B2.000 ---- 0.00 0.0 L6 28.2 60.6 17.9 2.157 148.42 0.003 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 bDATE:• 7/16/201511-1166 TIGARD DISTRIBUTION\TIGARD DISTRIBUTION TEST 1.SDF JOB TITLE: TIGARD DISTRIBUTION Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) • Pipe: 78 0.0 0.0 148.42 120 0.5 ' M4 28.2 61.0 19.4 M5 B2.000 ---- 0.00 0.0 M6 28.2 60.5 19.4 2.157 148.42 0.004 0.5 Pipe: 79 0.0 0.0 148.42 120 0.6 N4 28.2 61.0 20.9 N5 B2.000 ---- 0.00 0.0 N6 28.2 60.3 20.9 2.157 148.42 0.004 0.6 Pipe: 80 0.0 0.0 148.42 120 0.7 04 28.2 60.9 22.6 05 B2.000 ---- 0.00 0.0 06 28.2 60.2 22.6 2.157 148.42 0.005 0.7 Pipe: 81 0.0 0.0 148.42 120 0.8 P4 28.2 60.8 24.3 P5 B2.000 ---- 0.00 0.0 P6 28.2 60.0 24.3 2.157 148.42 0.006 0.8 Pipe: 82 0.0 0.0 148.42 120 0.9 Q4 28.2 60.8 26.0 Q5 B2.000 ---- 0.00 0.0 Q6 28.2 59.8 26.0 2.157 148.42 0.006 0.9 Pipe: 83 16.80 111.2 Disch 146.08 120 14.4 R4 28.2 58.2 3.8 R6 B2.000 ---- 0.00 0.0 12 28.2 43.8 115.0 2.157 146.08 0.099 14.4 Pipe: 84 0.0 304.3 11 2.25 120 0.0 12 28.2 43.8 -300.5 R5 B2.000 ---- 0.00 0.0 R6 28.2 43.8 3.8 2.157 2.25 0.000 0.0 Pipe: 85 16.80 104.3 Disch 8.75 120 5.2 R6 28.2 43.8 200.0 10 B2.000 ---- 0.00 0.0 11 28.2 38.6 304.3 2.157 8.75 0.598 5.2 Pipe: 86 16.80 100.5 Disch 10.00 120 2.8 11 28.2 38.6 99.5 9 B2.000 ---- 0.00 0.0 10 28.2 35.8 200.0 2.157 10.00 0.275 2.8 Pipe: 87 16.80 99.5 Disch 10.00 120 0.8 10 28.2 35.8 0.0 B2.000 ---- 0.00 0.0 9 28.2 35.1 99.5 2.157 10.00 0.076 0.8 Pipe: 88 16.80 111.1 Disch 146.08 120 14.5 S4 28.2 58.2 4.0 S6 B2.000 ---- 0.00 0.0 8 28.2 43.7 115.2 2.157 146.08 0.099 14.5 Pipe: 89 0.0 304.1 7 2.25 120 0.0 8 28.2 43.7 -300.1 S5 B2.000 ---- 0.00 0.0 S6 28.2 43.7 4.0 2.157 2.25 0.000 0.0 .4111 r Pipe: 90 16.80 104.3 Disch 8.75 120 5.2 4 S6 28.2 43.7 199.9 6 B2.000 ---- 0.00 0.0 7 28.2 38.5 304.1 2.157 8.75 0.598 5.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 . DATES 7/16/201511-1166 TIGARD DISTRIBUTION\TIGARD DISTRIBUTION TEST 1.SDF JOB TITLE: TIGARD DISTRIBUTION Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) • Pipe: 91 16.80 100.5 Disch 10.00 120 2.7 7 28.2 38.5 99.4 5 B2.000 ---- 0.00 0.0 6 28.2 35.8 199.9 2.157 10.00 0.275 2.7 Pipe: 92 16.80 99.4 Disch 10.00 120 0.8 6 28.2 35.8 0.0 B2.000 ---- 0.00 0.0 5 28.2 35.0 99.4 2.157 10.00 0.075 0.8 Pipe: 93 16.80 111.1 Disch 146.08 120 14.5 T4 28.2 58.2 4.1 T6 B2.000 ---- 0.00 0.0 4 28.2 43.7 115.2 2.157 146.08 0.099 14.5 Pipe: 94 0.0 304.1 3 2.25 120 0.0 4 28.2 43.7 -300.0 T5 B2.000 ---- 0.00 0.0 T6 28.2 43.7 4.1 2.157 2.25 0.000 0.0 Pipe: 95 16.80 104.2 Disch 8.75 120 5.2 T6 28.2 43.7 199.8 2 B2.000 ---- 0.00 0.0 3 28.2 38.5 304.1 2.157 8.75 0.597 5.2 Pipe: 96 16.80 100.5 Disch 10.00 120 2.7 3 28.2 38.5 99.4 1 B2.000 ---- 0.00 0.0 2 28.2 35.8 199.8 2.157 10.00 0.275 2.7 Pipe: 97 16.80 99.4 Disch 10.00 120 0.8 2 28.2 35.8 0.0 B2.000 ---- 0.00 0.0 1 28.2 35.0 99.4 2.157 10.00 0.075 0.8 NOTES (HASS) : (1) Calculations were performed by the HASS 8.4 computer program under license no. 5009058210 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 0.191 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.7 ft/sec at pipe 85. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. V (5) Available pressure at source node SOURCE under full flow conditions is 101.53 psi compared to the minimum required pressure of 20.00 psi.