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Specifications
rS \C\ TOLBraceTM Seismic Calculations \I:R63S Scckucc TELGIAN T `' Project Address: HOME DEPOT#4002 900 CIR 75 PKWY SE#680 C ATLANTA,GA 30339 E C E I VIrj h N 14800 SOUTHWEST SEQUOIA PAF 8us+nessWuddwrde FEB 2 6 2019 TIGARD, OR 97224 CITY OF TIGARD Job# Calculations based on 2016 NFPA Pamphlet#13 BUILDING DIVISION Brace Information TOLCOTM Brace Components Maximum Spacing 40'0" (12.19 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 7'0"(2.13 m) Fig. 1001 Clamp 1740 lbs(789 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1970 lbs(894 kg) 45° Min. *Calculation Based on CONCENTRIC Loading Angle from Vertical *Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail LIR Value 200 13101bskg) TOLCO FIG. 825— Max Horizontal Load (594 BAR JOIST SWAY BRACE ATTACHMENT > r Force Factor(Cp) 0.4576 TOLCO FIG. 980 tJ UNIVERSAL SWAY BRACE Other Requirements - FM Approved Loads ATTACHMENT /®)' Fastener Information STEEL PIPE /lp Fastener Orientation NFPA Type E Maximum Load 630 lbs(286 kg) Diameter "' r� '• FIG. 1001 Length N/A TOLCFO FAST CLAMP itik�f•♦ Type Fig.825 Brace Identification on Plans 2"LATERAL BRACE Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 2"Sch.40 Steel Pipe(50.8 mm) 40ft(12.2 m) 94 lbs(43 kg) fFF CF ((WV Percentage added for Fittings and Sprinklers 15% 14 lbs(6.35 kg) Total Adjusted Load of all pipe within Zone of Influence 108 lbs(49 kg) {TOLBraceT"Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement Water Supply Curve C TELGIAN Page 1 X-Design-calcs LOWER Date City Water Supply: Demand: Cl -Static Pressure : 95 D1 - Elevation : 3.573 C2 - Residual Pressure: 91 D2 -System Flow : 370.071 C2- Residual Flow : 2224 D2 - System Pressure : 40.183 Hose ( Demand ) : 400 D3-System Demand : 770.071 Safety Margin : 54.254 150 140 130 P 120 R 110 E 100 C1 S 90 i• C2 S 80 U 70 R 60 E 50 D2 40 " 0 30 D3 20 10 • 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( N ^ 1.85 ) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary TELGIAN Page 2 X-Design-calcs LOWER Date Fitting Legend Abbrev. Name % 'A 1 11/4 1% 2 21/z 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD TELGIAN Page 3 X-Design-calcs LOWER Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual _ Req. AN6 8.25 25.2 7.0 na 66.67 0.1 64 7.0 AN5 5.67 12.35 na AN7 5.67 12.65 na FRR3 5.67 25.19 na FRR4 24.17 17.25 na FRR2 24.17 17.36 na 501 24.17 17.76 na 100 2.0 29.73 na 50 26.5 19.24 na 101 26.5 20.17 na 400 26.5 20.36 na BRR 2.0 32.02 na 100.0 102 2.0 39.05 na 400.0 TEST 0.0 40.18 na AN3 5.67 12.39 na AN2 5.67 13.13 na 900 5.67 21.77 na 502 24.17 16.58 na 500 24.17 17.48 na AN4 8.25 25.2 7.02 na 66.79 0.1 64 7.0 AN8 8.25 25.2 7.19 na 67.59 0.1 64 7.0 AN1 8.25 25.2 7.5 na 69.02 0.1 64 7.0 The maximum velocity is 21.9 and it occurs in the pipe between nodes AN2 and 900 ,0.0 PROFFS `v �5 aGIN bio CC54330PE -57 OREGON do 013 N ix, let it/ eAP Expires: 7/1/20 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 TELGIAN Page 4 X-Design-calcs LOWER Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn AN6 66.67 1.38 E 3.0 4.330 7.000 K Factor= 25.20 to 120.0 T 6.0 9.000 1.117 AN5 66.67 0.3176 0.0 13.330 4.233 Vel = 14.30 AN5 -15.84 1.682 0.0 4.130 12.350 to 120.0 0.0 0.0 0.0 AN7 50.83 0.0731 0.0 4.130 0.302 Vel= 7.34 AN7 67.59 1.682 T 9.9 25.880 12.652 to 120.0 0.0 9.900 0.0 FRR3 118.42 0.3505 0.0 35.780 12.542 Vel = 17.10 FRR3 0.0 4.26 0.0 18.500 25.194 to 120.0 0.0 0.0 -8.012 FRR4 118.42 0.0038 0.0 18.500 0.070 Vel= 2.67 FRR4 0.0 4.26 E 13.167 14.500 17.252 to 120.0 0.0 13.167 0.0 FRR2 118.42 0.0038 0.0 27.667 0.105 Vel = 2.67 FRR2 0.0 4.26 T 26.334 79.580 17.357 to 120.0 0.0 26.334 0.0 501 118.42 0.0038 0.0 105.914 0.402 Vel = 2.67 501 151.65 4.26 3E 39.501 96.470 17.759 to 120.0 0.0 39.501 9.602 100 270.07 0.0174 0.0 135.971 2.372 Vel = 6.08 100 0.0 6.357 E 17.603 28.500 29.733 to 120.0 0.0 17.603 -10.611 50 270.07 0.0025 0.0 46.103 0.114 Vel = 2.73 50 0.0 6.357 3E 52.808 324.810 19.236 to 120.0 0.0 52.808 0.0 101 270.07 0.0025 0.0 377.618 0.938 Vel = 2.73 101 0.0 8.249 2E 42.282 217.860 20.174 to 120.0 0.0 42.282 0.0 400 270.07 0.0007 0.0 260.142 0.182 Vel= 1.62 400 0.0 8.249 T 41.108 24.500 20.356 to 120.0 G 4.698 45.806 11.611 * Fixed Loss= 1 BRR 270.07 0.0007 Fsp 0.0 70.306 0.049 Vel = 1.62 BRR 100.00 8.249 E 21.141 5.170 32.016 Qa= 100.00 to 120.0 0.0 21.141 7.000 * Fixed Loss= 7 102 370.07 0.0013 0.0 26.311 0.033 Vel = 2.22 102 400.00 8.27 E 28.468 46.000 39.049 Qa = 400 to 140.0 0.0 28.468 0.866 TEST 770.07 0.0036 0.0 74.468 0.268 Vel = 4.60 0.0 770.07 40.183 K Factor= 121.48 AN5 15.84 1.682 0.0 4.380 12.350 to 120.0 0.0 0.0 0.0 AN3 15.84 0.0084 0.0 4.380 0.037 Vel = 2.29 AN3 66.79 1.682 0.0 4.130 12.387 to 120.0 0.0 0.0 0.0 AN2 82.63 0.1801 0.0 4.130 0.744 Vel = 11.93 AN2 69.02 1.682 E 4.95 10.640 13.131 to 120.0 0.0 4.950 0.0 900 151.65 0.5539 0.0 15.590 8.635 Vel = 21.90 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 5 X-Design-calcs LOWER Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 900 0.0 2.635 2E 16.474 28.870 21.766 to 120.0 0.0 16.474 -8.012 502 151.65 0.0622 0.0 45.344 2.822 Vel= 8.92 502 0.0 2.635 0.0 14.540 16.576 to 120.0 0.0 0.0 0.0 500 151.65 0.0622 0.0 14.540 0.905 Vel = 8.92 500 0.0 4.26 T 26.334 20.100 17.481 to 120.0 0.0 26.334 0.0 501 151.65 0.0060 0.0 46.434 0.278 Vel= 3.41 0.0 151.65 17.759 K Factor= 35.99 AN4 66.79 1.38 E 3.0 4.330 7.024 K Factor=25.20 to 120.0 T 6.0 9.000 1.117 AN3 66.79 0.3185 0.0 13.330 4.246 Vel = 14.33 I 0.0 66.79 12.387 K Factor= 18.98 AN8 67.59 1.38 E 3.0 4.330 7.194 K Factor=25.20 to 120.0 T 6.0 9.000 1.117 AN7 67.59 0.3257 0.0 13.330 4.341 Vel = 14.50 0.0 67.59 12.652 K Factor= 19.00 AN 1 69.02 1.38 E 3.0 4.330 7.501 K Factor=25.20 to 120.0 T 6.0 9.000 1.117 AN2 69.02 0.3386 0.0 13.330 4.513 Vel = 14.80 0.0 69.02 13.131 K Factor= 19.05 Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C TELGIAN Page 1 X-Design-calcs LOWER Date City Water Supply: Demand: Cl -Static Pressure : 95 D1 - Elevation : 3.573 C2 - Residual Pressure: 91 D2-System Flow : 351.869 C2 - Residual Flow : 2224 D2-System Pressure : 45.125 Hose ( Demand ) : 400 D3- System Demand : 751.869 Safety Margin : 49.337 150 140 130 p120 R 110 E 100 Cl C2 S 90 — S 80 u 70 R 60 E 50 D2 0 40 D3 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary TELGIAN Page 2 X-Design-calcs LOWER Date Fitting Legend Abbrev. Name '/ % 1 1'/4 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD TELGIAN Page 3 X-Design-calcs LOWER Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. AN6 8.25 25.2 11.0 na 83.58 0.1 64 11.0 AN5 5.67 18.55 na AN3 5.67 18.88 na AN2 5.67 20.77 na 900 5.67 27.87 na 502 24.17 22.18 na 500 24.17 22.93 na 501 24.17 23.16 na 100 2.0 34.84 na 50 26.5 24.33 na 101 26.5 25.16 na 400 26.5 25.32 na BRR 2.0 36.97 na 100.0 102 2.0 44.0 na 400.0 TEST 0.0 45.13 na AN7 5.67 18.67 na FRR3 5.67 30.62 na FRR4 24.17 22.68 na FRR2 24.17 22.78 na AN8 8.25 25.2 11.08 na 83.89 0.1 64 11.0 AN4 8.25 25.2 11.22 na 84.4 0.1 64 11.0 The maximum velocity is 19.71 and it occurs in the pipe between nodes AN3 and AN2 ��Ep PROpto c. cc- 54:130PE p v,0OREGON k egg F';Pr C. SO) Expires: 7/1/20 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 TELGIAN Page 4 X-Design-calcs LOWER Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn AN6 83.58 1.38 E 3.0 4.330 11.000 K Factor= 25.20 to 120.0 T 6.0 9.000 1.117 AN5 83.58 0.4823 0.0 13.330 6.429 Vel = 17.93 AN5 -31.48 1.682 0.0 4.380 18.546 to 120.0 0.0 0.0 0.0 AN3 52.1 0.0769 0.0 4.380 0.337 Vel= 7.52 AN3 84.41 1.682 0.0 4.130 18.883 to 120.0 0.0 0.0 0.0 AN2 136.51 0.4559 0.0 4.130 1.883 Vel = 19.71 AN2 0.0 1.682 E 4.95 10.640 20.766 to 120.0 0.0 4.950 0.0 900 136.51 0.4559 0.0 15.590 7.108 Vel = 19.71 900 0.0 2.635 2E 16.474 28.870 27.874 to 120.0 0.0 16.474 -8.012 502 136.51 0.0512 0.0 45.344 2.322 Vel= 8.03 502 0.0 2.635 0.0 14.540 22.184 to 120.0 0.0 0.0 0.0 500 136.51 0.0512 0.0 14.540 0.745 Vel = 8.03 500 0.0 4.26 T 26.334 20.100 22.929 to 120.0 0.0 26.334 0.0 501 136.51 0.0049 0.0 46.434 0.229 Vel= 3.07 501 115.36 4.26 3E 39.501 96.470 23.158 to 120.0 0.0 39.501 9.602 100 251.87 0.0153 0.0 135.971 2.085 Vel = 5.67 100 0.0 6.357 E 17.603 28.500 34.845 to 120.0 0.0 17.603 -10.611 50 251.87 0.0022 0.0 46.103 0.100 Vel = 2.55 50 0.0 6.357 3E 52.808 324.810 24.334 to 120.0 0.0 52.808 0.0 101 251.87 0.0022 0.0 377.618 0.825 Vel= 2.55 101 0.0 8.249 2E 42.282 217.860 25.159 to 120.0 0.0 42.282 0.0 400 251.87 0.0006 0.0 260.142 _ 0.159 Vel = 1.51 400 0.0 8.249 T 41.108 24.500 25.318 to 120.0 G 4.698 45.806 11.611 * Fixed Loss= 1 BRR 251.87 0.0006 Fsp 0.0 70.306 0.043 Vel= 1.51 BRR 100.00 8.249 E 21.141 5.170 36.972 Qa= 100.00 to 120.0 0.0 21.141 7.000 *Fixed Loss= 7 102 351.87 0.0011 0.0 26.311 0.030 Vel= 2.11 102 400.00 8.27 E 28.468 46.000 44.002 Qa = 400 to 140.0 0.0 28.468 0.866 TEST 751.87 0.0035 0.0 74.468 0.257 Vel = 4.49 0.0 751.87 45.125 K Factor= 111.93 AN5 31.48 1.682 0.0 4.130 18.546 to 120.0 0.0 0.0 0.0 AN7 31.48 0.0303 0.0 4.130 0.125 Vel= 4.55 AN7 83.88 1.682 T 9.9 25.880 18.671 to 120.0 0.0 9.900 0.0 FRR3 115.36 0.3340 0.0 35.780 11.950 Vel = 16.66 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 5 X-Design-calcs LOWER Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn FRR3 0.0 4.26 0.0 18.500 30.621 to 120.0 0.0 0.0 -8.012 FRR4 115.36 0.0036 0.0 18.500 0.066 Vel = 2.60 FRR4 0.0 4.26 E 13.167 14.500 22.675 to 120.0 0.0 13.167 0.0 FRR2 115.36 0.0036 0.0 27.667 0.100 Vel = 2.60 FRR2 0.0 4.26 T 26.334 79.580 22.775 to 120.0 0.0 26.334 0.0 501 115.36 0.0036 0.0 105.914 0.383 Vel= 2.60 0.0 115.36 23.158 K Factor= 23.97 AN8 83.89 1.38 E 3.0 4.330 11.081 K Factor= 25.20 to 120.0 T 6.0 9.000 1.117 AN7 83.89 0.4856 0.0 13.330 6.473 Vel = 17.99 0.0 83.89 18.671 K Factor= 19.41 AN4 84.40 1.38 E 3.0 4.330 11.218 K Factor=25.20 to 120.0 T 6.0 9.000 1.117 AN3 84.4 0.4912 0.0 13.330 6.548 Vel = 18.10 0.0 84.40 18.883 K Factor= 19.42 Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C TELGIAN Page 1 X-Design-calcs LOWER Date City Water Supply: Demand: Cl - Static Pressure : 95 D1 - Elevation : 3.573 C2- Residual Pressure: 91 D2-System Flow : 325.405 C2 - Residual Flow : 2224 D2 - System Pressure : 56.564 Hose ( Demand ) : 400 D3-System Demand : 725.405 Safety Margin : 37.932 150 140 130 P 120 R 110 E 100 Cl C2 S 90 — S 80 U 70 R60 D2 0 E 50 D3 40 30 20 • 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( N ^ 1.85 ) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary TELGIAN Page 2 X-Design-calcs LOWER Date Fitting Legend Abbrev. Name % 3/ 1 1% 1'% 2 2% 3 3% 4 . 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD TELGIAN Page 3 X-Design-calcs LOWER Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. AN8 8.25 25.2 20.0 na 112.7 0.1 64 20.0 AN7 5.67 32.29 na FRR3 5.67 42.75 na FRR4 24.17 34.79 na FRR2 24.17 34.88 na 501 24.17 35.21 na 100 2.0 46.51 na 50 26.5 35.98 na 101 26.5 36.66 na 400 26.5 36.79 na BRR 2.0 48.43 na 100.0 102 2.0 55.46 na 400.0 TEST 0.0 56.56 na AN5 5.67 32.3 na AN3 5.67 33.83 na AN2 5.67 35.27 na 900 5.67 40.7 na 502 24.17 34.47 na 500 24.17 35.04 na AN6 8.25 25.2 20.0 na 112.71 0.1 64 20.0 The maximum velocity is 24.18 and it occurs in the pipe between nodes AN6 and AN5 ��OD PROFFS �� $t�GtNF�4)`Si0 4 54330PE P OREGON 1:14:11),73 10- RT C. Se3 Expires: 7/1/20 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 TELGIAN Page 4 X-Design-calcs LOWER Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn AN8 112.70 1.38 E 3.0 4.330 20.000 K Factor= 25.20 to 120.0 T 6.0 9.000 1.117 AN7 112.7 0.8385 0.0 13.330 11.177 Vel = 24.17 AN7 -5.40 1.682 T 9.9 25.880 32.294 to 120.0 0.0 9.900 0.0 FRR3 107.3 0.2921 0.0 35.780 10.451 Vel= 15.49 FRR3 0.0 4.26 0.0 18.500 42.745 to 120.0 0.0 0.0 -8.012 FRR4 107.3 0.0031 0.0 18.500 0.058 Vel = 2.42 FRR4 0.0 4.26 E 13.167 14.500 34.791 to 120.0 0.0 13.167 0.0 FRR2 107.3 0.0032 0.0 27.667 0.088 Vel= 2.42 FRR2 0.0 4.26 T 26.334 79.580 34.879 to 120.0 0.0 26.334 0.0 501 107.3 _ 0.0032 0.0 105.914 0.335 Vel = 2.42 501 118.10 4.26 3E 39.501 96.470 35.214 to 120.0 0.0 39.501 9.602 100 225.4 0.0125 0.0 135.971 1.697 Vel = 5.07 100 0.0 6.357 E 17.603 28.500 46.513 to 120.0 0.0 17.603 -10.611 50 225.4 0.0018 0.0 46.103 0.082 Vel= 2.28 50 0.0 6.357 3E 52.808 324.810 35.984 to 120.0 0.0 52.808 0.0 101 225.4 0.0018 0.0 377.618 0.672 Vel = 2.28 101 0.0 8.249 2E 42.282 217.860 36.656 to 120.0 0.0 42.282 0.0 400 225.4 0.0005 0.0 260.142 0.130 Vel= 1.35 400 0.0 8.249 T 41.108 24.500 36.786 to 120.0 G 4.698 45.806 11.611 *Fixed Loss = 1 BRR 225.4 0.0005 Fsp 0.0 70.306 0.035 Vel = 1.35 BRR 100.00 8.249 E 21.141 5.170 48.432 Qa = 100.00 to 120.0 0.0 21.141 7.000 * Fixed Loss = 7 102 325.4 0.0010 0.0 26.311 0.026 Vel = 1.95 102 400.00 8.27 E 28.468 46.000 55.458 Qa=400 to 140.0 0.0 28.468 0.866 TEST 725.4 0.0032 0.0 74.468 0.240 Vel = 4.33 0.0 725.40 56.564 _ K Factor= 96.45 AN7 5.39 1.682 0.0 4.130 32.294 to 120.0 0.0 0.0 0.0 AN5 5.39 0.0012 0.0 4.130 0.005 Vel = 0.78 AN5 112.71 1.682 0.0 4.380 32.299 to 120.0 0.0 0.0 0.0 AN3 118.1 0.3489 0.0 4.380 1.528 Vel = 17.05 AN3 0.0 1.682 0.0 4.130 33.827 to 120.0 0.0 0.0 0.0 AN2 118.1 0.3487 0.0 4.130 1.440 Vel = 17.05 AN2 0.0 1.682 E 4.95 10.640 35.267 to 120.0 0.0 4.950 0.0 900 118.1 0.3487 0.0 15.590 5.437 Vel = 17.05 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 5 X-Design-calcs LOWER Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 900 0.0 2.635 2E 16.474 28.870 40.704 to 120.0 0.0 16.474 -8.012 502 118.1 0.0392 0.0 45.344 1.777 Vel= 6.95 502 0.0 2.635 0.0 14.540 34.469 to 120.0 0.0 0.0 0.0 500 118.1 0.0392 0.0 14.540 0.570 Vel= 6.95 500 0.0 4.26 T 26.334 20.100 35.039 to 120.0 0.0 26.334 0.0 501 118.1 0.0038 0.0 46.434 0.175 Vel = 2.66 0.0 118.10 35.214 K Factor= 19.90 AN6 112.71 1.38 E 3.0 4.330 20.003 K Factor= 25.20 to 120.0 T 6.0 9.000 1.117 AN5 112.71 0.8386 0.0 13.330 11.179 Vel = 24.18 0.0 112.71 32.299 K Factor= 19.83 Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C TELGIAN Page 1 X-Design-calcs LOWER aspf Date City Water Supply: Demand: Cl -Static Pressure : 95 D1 - Elevation : 3.573 C2 - Residual Pressure: 91 D2 -System Flow : 242.553 C2 - Residual Flow : 2224 D2 - System Pressure : 65.197 Hose ( Demand ) : 400 D3-System Demand : 642.553 Safety Margin : 29.400 150 140 130 P 120 R 110 E 100 o Cl C2 S 90 S 80 70 D2 U `.o- 0 R 60 D3 E 50 40 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary TELGIAN Page 2 X-Design-calcs LOWER aspf Date Fitting Legend Abbrev. Name '/2 'A 1 1'/4 1% 2 2% 3 3'/ 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths q gt s shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD TELGIAN Page 3 X-Design-calcs LOWER aspf Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rec. AN8 8.25 25.2 32.0 na 142.55 0.1 64 32.0 900 8.25 41.14 na 901 8.25 41.75 na 902 8.25 42.39 na 903 8.25 43.0 na 502 24.17 44.35 na 500 24.17 45.15 na 501 24.17 45.4 na 100 2.0 55.73 na 50 26.5 45.16 na 101 26.5 45.44 na 400 26.5 45.5 na BRR 2.0 57.12 na 100.0 102 2.0 64.14 na 400.0 TEST 0.0 65.2 na The maximum velocity is 30.58 and it occurs in the pipe between nodes AN8 and 900 Ep PAOFFss CoFolk 4 .o 54330PE q � CC OREGON toY131e���` 49, 13 C. SO' Expires: 7/1/20 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 TELGIAN Page 4 X-Design-calcs LOWER aspf Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn AN8 142.55 1.38 T 6.0 1.060 32.000 K Factor=25.20 to 120.0 0.0 6.000 0.0 900 142.55 1.2950 0.0 7.060 9.143 Vel = 30.58 900 0.0 2.157 0.0 4.120 41.143 to 120.0 0.0 0.0 0.0 901 142.55 0.1471 0.0 4.120 0.606 Vel = 12.52 901 0.0 2.157 0.0 4.380 41.749 to 120.0 0.0 0.0 0.0 902 142.55 0.1473 0.0 4.380 0.645 Vel = 12.52 902 0.0 2.157 0.0 4.120 42.394 to 120.0 0.0 0.0 0.0 903 142.55 0.1471 0.0 4.120 0.606 Vel = 12.52 903 0.0 2.157 3E 18.46 37.560 43.000 to 120.0 0.0 18.460 -6.895 502 142.55 0.1471 0.0 56.020 8.241 Vel = 12.52 502 0.0 2.635 0.0 14.540 44.346 to 120.0 0.0 0.0 0.0 500 142.55 0.0555 0.0 14.540 0.807 Vel= 8.39 500 0.0 4.26 T 26.334 20.100 45.153 to 120.0 0.0 26.334 0.0 501 142.55 0.0054 0.0 46.434 0.249 Vel= 3.21 501 0.0 4.26 3E 39.501 96.470 45.402 to 120.0 0.0 39.501 9.602 100 142.55 0.0053 0.0 135.971 0.727 Vel = 3.21 100 0.0 6.357 E 17.603 28.500 55.731 to 120.0 0.0 17.603 -10.611 50 142.55 0.0008 0.0 46.103 0.035 Vel = 1.44 50 0.0 6.357 3E 52.808 324.810 45.155 to 120.0 0.0 52.808 0.0 101 142.55 0.0008 0.0 377.618 0.287 Vel = 1.44 101 0.0 8.249 2E 42.282 217.860 45.442 to 120.0 0.0 42.282 0.0 400 142.55 0.0002 0.0 260.142 0.056 Vel = 0.86 400 0.0 8.249 T 41.108 24.500 45.498 to 120.0 G 4.698 45.806 11.611 * Fixed Loss = 1 BRR 142.55 0.0002 Fsp 0.0 70.306 0.015 Vel= 0.86 BRR 100.00 8.249 E 21.141 5.170 57.124 Qa = 100.00 to 120.0 0.0 21.141 7.000 * Fixed Loss= 7 102 242.55 0.0006 0.0 26.311 0.015 Vel = 1.46 102 400.00 8.27 E 28.468 46.000 64.139 Qa = 400 to 140.0 0.0 28.468 0.866 TEST 642.55 0.0026 0.0 74.468 0.192 Vel = 3.84 0.0 642.55 65.197 K Factor= 79.58 Computer Programs by Hydratec Inc. Revision: 50.52.1 TELGIAN Page 1 HD#4002 -TIGARD, OR Date HYDRAULIC CALCULATIONS for Project name: HOME DEPOT#4002 Location: 14800 SOUTHWEST SEQUOIA PARKWAY, TIGARD, OR 97224 Drawing no: FP2.0 Date: 1/11/19 Design Remote area number: 5 Remote area location: EAROSOL IN-RACK Occupancy classification: Density: 0.6/0.1 -Gpm/SqFt Area of application: 2000-SqFt Coverage per sprinkler: VARIES - SqFt Type of sprinklers calculated: EC-25 No. of sprinklers calculated: 30 In-rack demand: -GPM Hose streams: 400 -GPM Total water required(including hose streams): 642.553-GPM @ 46.8018 - Psi Type of system: AEROSOL IN-RACK Volume of dry or preaction system: -Gal Water supply information Date: 12/17/18 Location: SEE SITE PLAN 1/FP1 Source: S/R HYDRANT Name of contractor: TELGIAN Address: 900 CIR 75 PKWY SE#680/ /ATLANTA, GA 30339 Phone number: 770-432-3882 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) stip PROFFss neaG1N8A4 �O 54330PE OREGON `Zcr13 1c**-*4skr c. se Expires: 7/1/20 Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C TELGIAN Page 2 HD#4002 -TIGARD, OR Date City Water Supply: Demand: Cl -Static Pressure : 95 D1 - Elevation : 11.910 C2 - Residual Pressure: 91 D2 - System Flow : 1512.49 C2 - Residual Flow : 2224 D2-System Pressure : 88.228 Hose ( Demand ) : 400 D3-System Demand : 1912.49 Safety Margin : 3.746 150 140 130 P 120 R 110 E 100 C1 C2 S 90 D2 0 S 80 D3 U 70 R 60 E 50 40 30 20 10 Di 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( N " 1.85 ) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary TELGIAN Page 3 HD#4002 -TIGARD, OR Date Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD TELGIAN Page 4 HD#4002 -TIGARD, OR Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. AR1 11.17 5.6 38.8 na 34.88 0.1 300 7.0 AR2 11.17 41.63 na AR3 11.17 41.76 na FR9 11.17 42.26 na AR5 11.17 42.41 na AR7 11.17 43.45 na AR9 11.17 45.18 na FR10 11.17 46.02 na FR11 11.17 51.58 na FR12 11.17 57.89 na FRR3 11.17 70.43 na FRR4 24.17 65.01 na FRR2 24.17 65.12 na 100 2.0 76.88 na 50 26.5 66.32 na 101 26.5 66.76 na BRR 2.0 78.47 na 100.0 102 2.0 85.92 na 400.0 TEST 0.0 88.23 na AR6 11.17 5.6 39.54 na 35.21 0.1 300 7.0 AR10 11.17 5.6 42.14 na 36.35 0.1 300 7.0 AR4 11.17 5.6 39.58 na 35.23 0.1 300 7.0 AR8 11.17 5.6 41.18 na 35.94 0.1 300 7.0 BOR1 2.0 78.46 na 103 25.5 64.56 na 104 25.5 63.13 na 105 25.5 62.75 na 106 25.5 62.42 na 107 25.5 62.11 na 108 25.5 61.84 na 109 25.5 61.59 na 110 25.5 61.42 na 111 25.5 61.31 na 112 25.5 61.25 na 113 25.5 61.21 na 114 25.5 61.18 na 115 25.5 61.17 na 116 25.5 61.16 na 117 25.5 61.15 na 118 25.5 61.15 na 119 25.5 60.82 na 120 27.5 59.74 na 121 27.5 54.19 na 122 25.5 54.85 na 123 25.5 54.52 na 124 25.5 54.51 na 125 25.5 54.85 na 126 27.5 54.19 na 127 27.5 59.74 na 128 25.5 60.82 na 129 25.5 54.51 na 130 25.5 54.85 na 131 27.5 54.19 na 132 27.5 59.75 na 133 25.5 60.82 na 134 25.5 54.5 na 135 25.5 54.84 na 136 27.5 54.18 na 137 27.5 59.75 na 138 25.5 60.83 na 139 25.5 54.48 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard TELGIAN Page 5 HD#4002 -TIGARD, OR Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 140 25.5 54.82 na 141 27.5 54.17 na 142 27.5 59.77 na 143 25.5 60.85 na 144 25.5 54.46 na 145 25.5 54.8 na 146 27.5 54.15 na 147 27.5 59.79 na 148 25.5 60.87 na 149 25.5 54.42 na 150 25.5 54.4 na 151 25.5 54.4 na 152 25.5 54.41 na 153 25.5 54.44 na 154 25.5 54.81 na 155 27.5 54.18 na 156 27.5 60.37 na 157 25.5 61.47 na 158 25.5 51.45 na 159 27.5 48.74 na 160 27.5 8.1 36.66 na 49.04 0.6 80 7.0 161 27.5 8.1 35.66 na 48.37 0.6 80 7.0 162 27.5 8.1 35.23 na 48.08 0.6 80 7.0 163 27.5 8.1 35.14 na 48.02 0.6 80 7.0 164 27.5 8.1 35.16 na 48.03 0.6 80 7.0 165 27.5 8.1 35.41 na 48.2 0.6 80 7.0 166 27.5 8.1 36.14 na 48.69 0.6 80 7.0 167 27.5 56.75 na 168 25.5 59.08 na 169 25.5 51.45 na 170 27.5 48.74 na 171 27.5 8.1 36.63 na 49.03 0.6 80 7.0 172 27.5 8.1 35.63 na 48.35 0.6 80 7.0 173 27.5 8.1 35.2 na 48.06 0.6 80 7.0 174 27.5 8.1 35.12 na 48.0 0.6 80 7.0 175 27.5 8.1 35.13 na 48.01 0.6 80 7.0 176 27.5 8.1 35.38 na 48.18 0.6 80 7.0 177 27.5 8.1 36.11 na 48.67 0.6 80 7.0 j 178 27.5 56.65 na 179 25.5 58.98 na 180 25.5 51.46 na 181 27.5 48.76 na 182 27.5 8.1 36.7 na 49.07 0.6 80 7.0 183 27.5 8.1 35.7 na 48.4 0.6 80 7.0 184 27.5 8.1 35.27 na 48.11 0.6 80 7.0 185 27.5 8.1 35.19 na 48.05 0.6 80 7.0 186 27.5 8.1 35.21 na 48.06 0.6 80 7.0 187 27.5 8.1 35.46 na 48.23 0.6 80 7.0 188 27.5 8.1 36.19 na 48.73 0.6 80 7.0 189 27.5 56.91 na 190 25.5 59.24 na 191 25.5 53.41 na 192 27.5 51.92 na 193 27.5 8.1 45.93 na 54.9 0.6 80 7.0 194 27.5 8.1 45.79 na 54.81 0.6 80 7.0 195 27.5 8.1 45.8 na 54.82 0.6 80 7.0 196 27.5 8.1 46.06 na 54.98 0.6 80 7.0 197 27.5 58.15 na 198 25.5 59.87 na 199 25.5 54.46 na 200 25.5 54.85 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard TELGIAN Page 6 HD#4002 -TIGARD, OR Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 201 27.5 54.22 na 202 27.5 60.62 na 203 25.5 61.73 na 204 25.5 54.47 na 205 25.5 54.87 na 206 27.5 54.26 na 207 27.5 60.9 na 208 25.5 62.02 na 209 25.5 54.48 na 210 25.5 54.9 na 211 27.5 54.29 na 212 27.5 61.21 na 213 25.5 62.34 na 214 25.5 54.48 na 215 25.5 54.92 na 216 27.5 54.32 na 217 27.5 61.55 na 218 25.5 62.69 na 501 24.17 66.29 na 500 24.17 66.29 na FR7 11.17 71.92 na FRR6 11.17 71.92 na FRR5 24.17 66.29 na The maximum velocity is 25.65 and it occurs in the pipe between nodes AR9 and FR10 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 TELGIAN Page 7 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn AR1 34.88 1.049 T 5.0 2.750 38.805 K Factor= 5.60 to 120.0 0.0 5.000 0.0 AR2 34.88 0.3641 0.0 7.750 2.822 Vel= 12.95 AR2 0.0 1.682 0.0 3.620 41.627 to 120.0 0.0 0.0 0.0 AR3 34.88 0.0367 0.0 3.620 0.133 Vel= 5.04 AR3 35.23 1.682 0.0 3.750 41.760 to 120.0 0.0 0.0 0.0 FR9 70.11 0.1328 0.0 3.750 0.498 Vel= 10.12 FR9 0.0 1.682 0.0 1.120 42.258 to 120.0 0.0 0.0 0.0 AR5 70.11 0.1330 0.0 1.120 0.149 Vel= 10.12 AR5 35.22 1.682 0.0 3.680 42.407 to 120.0 0.0 0.0 0.0 AR7 105.33 0.2823 0.0 3.680 1.039 Vel = 15.21 AR7 35.93 1.682 0.0 3.580 43.446 to 120.0 0.0 0.0 0.0 AR9 141.26 0.4855 0.0 3.580 1.738 Vel = 20.40 AR9 36.36 1.682 0.0 1.120 45.184 to 120.0 0.0 0.0 0.0 FR10 177.62 0.7429 0.0 1.120 0.832 Vel= 25.65 FR10 0.0 1.682 0.0 7.500 46.016 to 120.0 0.0 0.0 0.0 FR11 177.62 0.7420 0.0 7.500 5.565 Vel = 25.65 FR11 0.0 1.682 0.0 8.500 51.581 to 120.0 0.0 0.0 0.0 FR12 177.62 0.7420 0.0 8.500 6.307 Vel= 25.65 FR12 0.0 1.682 T 9.9 7.000 57.888 to 120.0 0.0 9.900 0.0 FRR3 177.62 0.7420 0.0 16.900 12.540 Vel = 25.65 FRR3 0.0 4.26 E 13.167 13.000 70.428 to 120.0 0.0 13.167 -5.630 FRR4 177.62 0.0080 0.0 26.167 0.210 Vel= 4.00 FRR4 0.0 4.26 0.0 14.500 65.008 to 120.0 0.0 0.0 0.0 FRR2 177.62 0.0081 0.0 14.500 0.117 Vel= 4.00 FRR2 0.0 4.26 T 26.334 79.660 65.125 to 120.0 3E 39.501 65.835 0.0 501 177.62 0.0080 0.0 145.495 1.169 Vel= 4.00 0.0 177.62 66.294 K Factor= 21.81 100 177.62 6.357 E 17.603 28.500 76.882 to 120.0 0.0 17.603 -10.611 50 177.62 0.0011 0.0 46.103 0.053 Vel= 1.80 50 0.0 6.357 3E 52.808 324.810 66.324 to 120.0 0.0 52.808 0.0 101 177.62 0.0011 0.0 377.618 0.432 Vel= 1.80 101 0.0 8.249 2E 42.282 242.360 66.756 to 120.0 T 41.108 88.088 11.611 * Fixed Loss = 1 BRR 177.62 0.0003 G 4.698 330.448 0.106 Vel = 1.07 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 8 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Fsp 0.0 BRR 1334.87 8.249 E 21.141 5.170 78.473 Qa = 100.00 to 120.0 0.0 21.141 7.000 * Fixed Loss = 7 102 1512.49 0.0169 0.0 26.311 0.445 Vel = 9.08 102 400.00 8.27 E 28.468 46.000 85.918 Qa=400 to 140.0 0.0 28.468 0.866 TEST 1912.49 0.0194 0.0 74.468 1.444 Vel= 11.42 0.0 1912.49 88.228 K Factor=203.61 AR6 35.21 1.049 T 5.0 2.750 39.535 K Factor=5.60 to 120.0 0.0 5.000 0.0 AR5 35.21 0.3706 0.0 7.750 2.872 Vel= 13.07 0.0 35.21 42.407 K Factor= 5.41 AR10 36.35 1.049 T 5.0 2.750 42.138 K Factor= 5.60 to 120.0 0.0 5.000 0.0 AR9 36.35 0.3930 0.0 7.750 3.046 Vel= 13.49 0.0 36.35 45.184 K Factor= 5.41 AR4 35.23 1.049 T 5.0 0.880 39.579 K Factor= 5.60 to 120.0 0.0 5.000 0.0 AR3 35.23 0.3709 0.0 5.880 2.181 Vel= 13.08 0.0 35.23 41.760 K Factor= 5.45 AR8 35.94 1.049 T 5.0 0.880 41.183 K Factor= 5.60 to 120.0 0.0 5.000 0.0 AR7 35.94 0.3849 0.0 5.880 2.263 Vel = 13.34 0.0 35.94 43.446 K Factor= 5.45 BOR1 1234.88 8.249 0.0 1.500 78.456 to 120.0 0.0 0.0 0.0 BRR 1234.88 0.0113 0.0 1.500 0.017 Vel = 7.41 0.0 1234.88 78.473 K Factor= 139.40 103 1234.88 8.249 T 41.108 146.080 64.556 to 120.0 2E 42.282 88.088 11.178 *Fixed Loss= 1 BOR1 1234.88 0.0116 G 4.698 234.168 2.722 Vel= 7.41 Fsp 0.0 0.0 1234.88 78.456 K Factor= 139.42 103 -1234.88 6.357 E 17.603 16.920 64.556 to 120.0 0.0 17.603 0.0 104 -1234.88 -0.0413 0.0 34.523 -1.426 Vel= 12.48 104 63.98 6.357 0.0 10.000 63.130 to 120.0 0.0 0.0 0.0 105 -1170.9 -0.0375 0.0 10.000 -0.375 Vel = 11.84 105 62.47 6.357 0.0 10.000 62.755 to 120.0 0.0 0.0 0.0 106 -1108.43 -0.0339 0.0 10.000 -0.339 Vel = 11.20 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 9 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 106 61.10 6.357 0.0 10.000 62.416 to 120.0 0.0 0.0 0.0 107 -1047.33 -0.0304 0.0 10.000 -0.304 Vel= 10.59 107 59.88 6.357 0.0 10.000 62.112 to 120.0 0.0 0.0 0.0 108 -987.45 -0.0274 0.0 10.000 -0.274 Vel = 9.98 108 58.80 6.357 0.0 10.000 61.838 to 120.0 0.0 0.0 0.0 109 -928.65 -0.0244 0.0 10.000 -0.244 Vel= 9.39 109 159.08 6.357 0.0 10.000 61.594 to 120.0 0.0 0.0 0.0 110 -769.57 -0.0172 0.0 10.000 -0.172 Vel = 7.78 110 158.67 6.357 0.0 10.000 61.422 to 120.0 0.0 0.0 0.0 111 -610.9 -0.0112 0.0 10.000 -0.112 Vel= 6.18 111 158.39 6.357 0.0 10.000 61.310 to 120.0 0.0 0.0 0.0 112 -452.51 -0.0065 0.0 10.000 -0.065 Vel= 4.57 112 118.89 6.357 0.0 10.000 61.245 to 120.0 0.0 0.0 0.0 113 -333.62 -0.0037 0.0 10.000 -0.037 Vel = 3.37 113 55.95 6.357 0.0 9.670 61.208 to 120.0 0.0 0.0 0.0 114 -277.67 -0.0026 0.0 9.670 -0.025 Vel = 2.81 114 55.73 6.357 0.0 9.670 61.183 to 120.0 0.0 0.0 0.0 115 -221.94 -0.0018 0.0 9.670 -0.017 Vel = 2.24 115 55.57 6.357 0.0 9.670 61.166 to 120.0 0.0 0.0 0.0 116 -166.37 -0.0009 0.0 9.670 -0.009 Vel = 1.68 116 55.49 6.357 0.0 9.670 61.157 to 120.0 0.0 0.0 0.0 117 -110.88 -0.0005 0.0 9.670 -0.005 Vel= 1.12 117 55.45 6.357 0.0 9.670 61.152 to 120.0 0.0 0.0 0.0 118 -55.43 -0.0001 0.0 9.670 -0.001 Vel= 0.56 118 0.0 2.157 T 12.307 0.750 61.151 to 120.0 0.0 12.307 0.0 119 -55.43 -0.0257 0.0 13.057 -0.335 Vel = 4.87 119 0.0 2.157 E 6.153 2.000 60.816 to 120.0 0.0 6.153 -0.866 120 -55.43 -0.0256 0.0 8.153 -0.209 Vel= 4.87 120 0.0 2.157 2T 24.613 191.800 59.741 to 120.0 0.0 24.613 0.0 121 -55.43 -0.0256 0.0 216.413 -5.547 Vel = 4.87 121 0.0 2.157 E 6.153 2.000 54.194 to 120.0 0.0 6.153 0.866 122 -55.43 -0.0256 0.0 8.153 -0.209 Vel= 4.87 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 10 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 122 0.0 2.157 T 12.307 0.750 54.851 to 120.0 0.0 12.307 0.0 123 -55.43 -0.0257 0.0 13.057 -0.335 Vel = 4.87 123 0.0 6.357 0.0 9.670 54.516 to 120.0 0.0 0.0 0.0 124 -55.43 -0.0001 0.0 9.670 -0.001 Vel = 0.56 124 110.88 2.157 T 12.307 0.750 54.515 to 120.0 0.0 12.307 0.0 125 55.45 0.0257 0.0 13.057 0.335 Vel = 4.87 125 0.0 2.157 E 6.153 2.000 54.850 to 120.0 0.0 6.153 -0.866 126 55.45 0.0255 0.0 8.153 0.208 Vel= 4.87 126 0.0 2.157 2T 24.613 191.800 54.192 to 120.0 0.0 24.613 0.0 127 55.45 0.0256 0.0 216.413 5.550 Vel = 4.87 127 0.0 2.157 E 6.153 2.000 59.742 to 120.0 0.0 6.153 0.866 128 55.45 0.0256 0.0 8.153 0.209 Vel = 4.87 128 0.0 2.157 T 12.307 0.750 60.817 to 120.0 0.0 12.307 0.0 117 55.45 0.0257 0.0 13.057 0.335 Vel = 4.87 0.0 55.45 61.152 K Factor= 7.09 124 -110.88 6.357 0.0 9.670 54.515 to 120.0 0.0 0.0 0.0 129 -110.88 -0.0005 0.0 9.670 -0.005 Vel = 1.12 129 166.37 2.157 T 12.307 0.750 54.510 to 120.0 0.0 12.307 0.0 130 55.49 0.0257 0.0 13.057 0.336 Vel = 4.87 130 0.0 2.157 E 6.153 2.000 54.846 to 120.0 0.0 6.153 -0.866 131 55.49 0.0256 0.0 8.153 0.209 Vel = 4.87 131 0.0 2.157 2T 24.613 191.800 54.189 to 120.0 0.0 24.613 0.0 132 55.49 0.0257 0.0 216.413 5.557 Vel = 4.87 132 0.0 2.157 E 6.153 2.000 59.746 to 120.0 0.0 6.153 0.866 133 55.49 0.0256 0.0 8.153 0.209 Vel = 4.87 133 0.0 2.157 T 12.307 0.750 60.821 to 120.0 0.0 12.307 0.0 116 55.49 0.0257 0.0 13.057 0.336 Vel = 4.87 0.0 55.49 61.157 K Factor= 7.10 129 -166.37 6.357 0.0 9.670 54.510 to 120.0 0.0 0.0 0.0 . 134 -166.37 -0.0010 0.0 9.670 -0.010 Vel= 1.68 134 221.95 2.157 T 12.307 0.750 54.500 to 120.0 0.0 12.307 0.0 135 55.58 0.0258 0.0 13.057 0.337 Vel = 4.88 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 11 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 135 0.0 2.157 E 6.153 2.000 54.837 to 120.0 0.0 6.153 -0.866 136 55.58 0.0256 0.0 8.153 0.209 Vel= 4.88 136 0.0 2.157 2T 24.613 191.800 54.180 to 120.0 0.0 24.613 0.0 137 55.58 0.0258 0.0 216.413 5.574 Vel = 4.88 137 0.0 2.157 E 6.153 2.000 59.754 to 120.0 0.0 6.153 0.866 138 55.58 0.0258 0.0 8.153 0.210 Vel= 4.88 138 0.0 2.157 T 12.307 0.750 60.830 to 120.0 0.0 12.307 0.0 115 55.58 0.0257 0.0 13.057 0.336 Vel = 4.88 0.0 55.58 61.166 K Factor= 7.11 134 -221.94 6.357 0.0 9.670 54.500 to 120.0 0.0 0.0 0.0 139 -221.94 -0.0017 0.0 9.670 -0.016 Vel = 2.24 139 277.67 2.157 T 12.307 0.750 54.484 to 120.0 0.0 12.307 0.0 140 55.73 0.0259 0.0 13.057 0.338 Vel = 4.89 140 0.0 2.157 E 6.153 2.000 54.822 to 120.0 0.0 6.153 -0.866 141 55.73 0.0258 0.0 8.153 0.210 Vel= 4.89 141 0.0 2.157 2T 24.613 191.800 54.166 to 120.0 0.0 24.613 0.0 142 55.73 0.0259 0.0 216.413 5.602 Vel = 4.89 142 0.0 2.157 E 6.153 2.000 59.768 to 120.0 0.0 6.153 0.866 143 55.73 0.0259 0.0 8.153 0.211 Vel= 4.89 143 0.0 2.157 T 12.307 0.750 60.845 to 120.0 0.0 12.307 0.0 114 55.73 0.0259 0.0 13.057 0.338 Vel = 4.89 0.0 55.73 61.183 K Factor= 7.12 139 -277.67 6.357 0.0 9.670 54.484 to 120.0 0.0 0.0 0.0 144 -277.67 -0.0027 0.0 9.670 -0.026 Vel= 2.81 144 333.62 2.157 T 12.307 0.750 54.458 to 120.0 0.0 12.307 0.0 145 55.95 0.0261 0.0 13.057 0.341 Vel = 4.91 145 0.0 2.157 E 6.153 2.000 54.799 to 120.0 0.0 6.153 -0.866 146 55.95 0.0260 0.0 8.153 0.212 Vel = 4.91 146 0.0 2.157 2T 24.613 191.800 54.145 to 120.0 0.0 24.613 0.0 147 55.95 0.0261 0.0 216.413 5.644 Vel= 4.91 147 0.0 2.157 E 6.153 2.000 59.789 to 120.0 0.0 6.153 0.866 148 55.95 0.0261 0.0 8.153 0.213 Vel= 4.91 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 12 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 148 0.0 2.157 T 12.307 0.750 60.868 to 120.0 0.0 12.307 0.0 113 55.95 0.0260 0.0 13.057 0.340 Vel= 4.91 0.0 55.95 61.208 K Factor= 7.15 144 -333.62 6.357 0.0 10.000 54.458 to 120.0 0.0 0.0 0.0 149 -333.62 -0.0036 0.0 10.000 -0.036 Vel= 3.37 149 100.61 6.357 0.0 10.000 54.422 1 to 120.0 0.0 0.0 0.0 150 -233.01 -0.0019 0.0 10.000 -0.019 Vel = 2.36 150 179.91 6.357 0.0 10.000 54.403 to 120.0 0.0 0.0 0.0 151 -53.1 -0.0001 0.0 10.000 -0.001 Vel = 0.54 151 179.76 6.357 0.0 10.000 54.402 to 120.0 0.0 0.0 0.0 152 126.66 0.0006 0.0 10.000 0.006 Vel = 1.28 152 179.57 6.357 0.0 10.000 54.408 to 120.0 0.0 0.0 0.0 153 306.23 0.0031 0.0 10.000 0.031 Vel = 3.10 153 -247.43 2.157 T 12.307 0.750 54.439 to 120.0 0.0 12.307 0.0 154 58.8 0.0286 0.0 13.057 0.373 Vel= 5.16 154 0.0 2.157 E 6.153 2.000 54.812 to 120.0 0.0 6.153 -0.866 155 58.8 0.0286 0.0 8.153 0.233 Vel = 5.16 155 0.0 2.157 2T 24.613 191.800 54.179 to 120.0 0.0 24.613 0.0 156 58.8 0.0286 0.0 216.413 6.187 Vel = 5.16 156 0.0 2.157 E 6.153 2.000 60.366 to 120.0 0.0 6.153 0.866 157 58.8 0.0286 0.0 8.153 0.233 _ Vel = 5.16 157 0.0 2.157 T 12.307 0.750 61.465 to 120.0 0.0 12.307 0.0 108 58.8 0.0286 0.0 13.057 0.373 Vel = 5.16 0.0 58.80 61.838 K Factor= 7.48 151 -179.76 2.157 T 12.307 0.750 54.402 to 120.0 0.0 12.307 0.0 158 -179.76 -0.2259 0.0 13.057 -2.950 Vel = 15.78 158 0.0 2.157 E 6.153 2.000 51.452 to 120.0 0.0 6.153 -0.866 159 -179.76 -0.2261 0.0 8.153 -1.843 Vel= 15.78 159 0.0 2.157 T 12.307 41.180 48.743 to 120.0 0.0 12.307 0.0 160 -179.76 -0.2259 0.0 53.487 -12.085 Vel = 15.78 160 49.04 2.157 0.0 8.000 36.658 K Factor= 8.10 to 120.0 0.0 0.0 0.0 161 -130.72 -0.1252 0.0 8.000 -1.002 Vel = 11.48 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 13 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 161 48.37 2.157 0.0 8.000 35.656 K Factor= 8.10 to 120.0 0.0 0.0 0.0 162 -82.35 -0.0534 0.0 8.000 -0.427 Vel= 7.23 162 48.07 2.157 0.0 8.000 35.229 K Factor= 8.10 to 120.0 0.0 0.0 0.0 163 -34.28 -0.0105 0.0 8.000 -0.084 Vel = 3.01 163 48.02 2.157 0.0 8.000 35.145 K Factor= 8.10 to 120.0 0.0 0.0 0.0 164 13.74 0.0019 0.0 8.000 0.015 Vel = 1.21 164 48.03 2.157 0.0 8.000 35.160 K Factor= 8.10 to 120.0 0.0 0.0 0.0 165 61.77 0.0314 0.0 8.000 0.251 Vel= 5.42 165 48.20 2.157 0.0 8.000 35.411 K Factor= 8.10 to 120.0 0.0 0.0 0.0 166 109.97 0.0910 0.0 8.000 0.728 Vel = 9.66 166 48.70 2.157 T 12.307 102.620 36.139 K Factor= 8.10 to 120.0 0.0 12.307 0.0 167 158.67 0.1794 0.0 114.927 20.613 Vel= 13.93 167 0.0 2.157 E 6.153 2.000 56.752 to 120.0 0.0 6.153 0.866 168 158.67 0.1793 0.0 8.153 1.462 Vel= 13.93 168 0.0 2.157 T 12.307 0.750 59.080 to 120.0 0.0 12.307 0.0 110 158.67 0.1794 0.0 13.057 2.342 Vel = 13.93 0.0 158.67 61.422 K Factor= 20.25 150 -179.90 2.157 T 12.307 0.750 54.403 to 120.0 0.0 12.307 0.0 169 -179.9 -0.2263 0.0 1.3.057 -2.955 Vel = 15.80 169 0.0 2.157 E 6.153 2.000 51.448 to 120.0 0.0 6.153 -0.866 170 -179.9 -0.2263 0.0 8.153 -1.845 Vel= 15.80 170 0.0 2.157 T 12.307 41.180 48.737 to 120.0 0.0 12.307 0.0 171 -179.9 -0.2263 0.0 53.487 -12.102 Vel= 15.80 171 49.02 2.157 0.0 8.000 36.635 K Factor= 8.10 to 120.0 0.0 0.0 0.0 172 -130.88 -0.1256 0.0 8.000 -1.005 Vel= 11.49 172 48.35 2.157 0.0 8.000 35.630 K Factor= 8.10 to 120.0 0.0 0.0 0.0 173 -82.53 -0.0535 0.0 8.000 -0.428 Vel = 7.25 173 48.06 2.157 0.0 8.000 35.202 K Factor= 8.10 to 120.0 0.0 0.0 0.0 174 -34.47 -0.0106 0.0 8.000 -0.085 Vel = 3.03 174 48.00 2.157 0.0 8.000 35.117 K Factor= 8.10 to 120.0 0.0 0.0 0.0 175 13.53 0.0019 0.0 8.000 0.015 Vel= 1.19 175 48.01 2.157 0.0 8.000 35.132 K Factor= 8.10 to 120.0 0.0 0.0 0.0 176 61.54 0.0310 0.0 8.000 0.248 Vel = 5.40 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 14 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 176 48.18 2.157 0.0 8.000 35.380 K Factor= 8.10 to 120.0 0.0 0.0 0.0 177 109.72 0.0908 0.0 8.000 0.726 Vel= 9.63 177 48.67 2.157 T 12.307 102.620 36.106 K Factor= 8.10 to 120.0 0.0 12.307 0.0 178 158.39 0.1788 0.0 114.927 20.546 Vel = 13.91 178 0.0 2.157 E 6.153 2.000 56.652 to 120.0 0.0 6.153 0.866 179 158.39 0.1787 0.0 8.153 1.457 Vel = 13.91 179 0.0 2.157 T 12.307 0.750 58.975 to 120.0 0.0 12.307 0.0 111 158.39 0.1788 0.0 13.057 2.335 Vel = 13.91 0.0 158.39 61.310 K Factor= 20.23 152 -179.57 2.157 T 12.307 0.750 54.408 to 120.0 0.0 12.307 0.0 180 -179.57 -0.2255 0.0 13.057 -2.944 Vel= 15.77 180 0.0 2.157 E 6.153 2.000 51.464 to 120.0 0.0 6.153 -0.866 181 -179.57 -0.2256 - 0.0 8.153 -1.839 Vel = 15.77 181 0.0 2.157 T 12.307 41.180 48.759 to 120.0 0.0 12.307 0.0 182 -179.57 -0.2255 0.0 53.487 -12.061 Vel = 15.77 182 49.07 2.157 0.0 8.000 36.698 K Factor= 8.10 to 120.0 0.0 0.0 0.0 183 -130.5 -0.1250 0.0 8.000 -1.000 Vel= 11.46 183 48.40 2.157 0.0 8.000 35.698 K Factor= 8.10 to 120.0 0.0 0.0 0.0 184 -82.1 -0.0530 0.0 8.000 -0.424 Vel = 7.21 184 48.10 2.157 0.0 8.000 35.274 K Factor= 8.10 to 120.0 0.0 0.0 0.0 185 -34.0 -0.0104 0.0 8.000 -0.083 Vel = 2.99 185 48.05 2.157 0.0 8.000 35.191 K Factor= 8.10 to 120.0 0.0 0.0 0.0 186 14.05 0.0021 0.0 8.000 0.017 VeI = 1.23 186 48.07 2.157 0.0 8.000 35.208 K Factor= 8.10 to 120.0 0.0 0.0 0.0 187 - 62.12 0.0316 0.0 8.000 0.253 Vel= 5.45 187 48.23 2.157 0.0 8.000 35.461 K Factor= 8.10 to 120.0 0.0 0.0 0.0 188 110.35 0.0916 0.0 8.000 0.733 Vel= 9.69 188 48.73 2.157 T 12.307 102.620 36.194 K Factor= 8.10 to 120.0 0.0 12.307 0.0 189 159.08 0.1802 0.0 114.927 20.712 Vel = 13.97 189 0.0 2.157 E 6.153 2.000 56.906 to 120.0 0.0 6.153 0.866 190 159.08 0.1802 0.0 8.153 1.469 Vel = 13.97 190 0.0 2.157 T 12.307 0.750 59.241 to 120.0 0.0 12.307 0.0 109 159.08 0.1802 0.0 13.057 2.353 Vel = 13.97 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 15 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 159.08 61.594 K Factor= 20.27 149 -100.62 2.157 T 12.307 0.750 54.422 to 120.0 0.0 12.307 0.0 191 -1.00.62 -0.0772 0.0 13.057 -1.008 Vel = 8.83 191 0.0 2.157 E 6.153 2.000 53.414 to 120.0 0.0 6.153 -0.866 192 -100.62 -0.0773 0.0 8.153 -0.630 Vel= 8.83 192 0.0 2.157 T 12.307 65.180 51.918 to 120.0 0.0 12.307 0.0 193 -100.62 -0.0772 0.0 77.487 -5.984 Vel = 8.83 193 54.90 2.157 0.0 8.000 45.934 K Factor= 8.10 to 120.0 0.0 0.0 0.0 194 -45.72 -0.0179 0.0 8.000 -0.143 Vel= 4.01 194 54.81 2.157 0.0 8.000 45.791 K Factor=8.10 to 120.0 0.0 0.0 0.0 195 9.09 0.0009 0.0 8.000 0.007 Vel= 0.80 195 54.82 2.157 0.0 8.000 45.798 K Factor= 8.10 to 120.0 0.0 0.0 0.0 196 63.91 0.0334 0.0 8.000 0.267 Vel= 5.61 196 54.98 2.157 T 12.307 102.620 46.065 K Factor= 8.10 to 120.0 0.0 12.307 0.0 197 118.89 0.1051 0.0 114.927 12.084 Vel= 10.44 197 0.0 2.157 E 6.153 2.000 58.149 to 120.0 0.0 6.153 0.866 198 118.89 0.1051 0.0 8.153 0.857 Vel = 10.44 198 0.0 2.157 T 12.307 0.750 59.872 to 120.0 0.0 12.307 0.0 112 118.89 0.1052 0.0 13.057 1.373 Vel = 10.44 0.0 118.89 61.245 K Factor= 15.19 153 247.42 6.357 0.0 10.000 54.439 to 120.0 0.0 0.0 0.0 199 247.42 0.0021 0.0 _ 10.000 0.021 Vel = 2.50 199 -187.54 2.157 T 12.307 0.750 54.460 to 120.0 0.0 12.307 0.0 200 59.88 0.0296 0.0 13.057 0.386 Vel= 5.26 200 0.0 2.157 E 6.153 2.000 54.846 to 120.0 0.0 6.153 -0.866 201 59.88 0.0296 0.0 8.153 0.241 Vel= 5.26 201 0.0 2.157 2T 24.613 191.800 54.221 to 120.0 0.0 24.613 0.0 202 59.88 0.0296 0.0 216.413 6.397 Vel= 5.26 202 0.0 2.157 E 6.153 2.000 60.618 to 120.0 0.0 6.153 0.866 203 59.88 0.0297 0.0 8.153 0.242 Vel= 5.26 203 0.0 2.157 T 12.307 0.750 61.726 to 120.0 0.0 12.307 0.0 107 59.88 0.0296 0.0 13.057 0.386 Vel = 5.26 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 16 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C,' or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 59.88 62.112 K Factor= 7.60 199 187.55 6.357 0.0 10.000 54.460 to 120.0 0.0 0.0 0.0 204 187.55 0.0013 0.0 10.000 0.013 Vel = 1.90 204 -126.45 2.157 T 12.307 0.750 54.473 to 120.0 0.0 12.307 0.0 205 61.1 0.0307 0.0 13.057 0.401 Vel= 5.36 205 0.0 2.157 E 6.153 2.000 54.874 to 120.0 0.0 6.153 -0.866 206 61.1 0.0307 0.0 8.153 0.250 Vel = 5.36 206 0.0 2.157 2T 24.613 191.800 54.258 to 120.0 0.0 24.613 0.0 207 61.1 0.0307 0.0 216.413 6.641 Vel = 5.36 j 207 0.0 2.157 E 6.153 2.000 60.899 to 120.0 0.0 6.153 0.866 208 61.1 0.0308 0.0 8.153 0.251 Vel = 5.36 208 0.0 2.157 T 12.307 0.750 62.016 to 120.0 0.0 12.307 0.0 106 61.1 0.0306 0.0 13.057 0.400 Vel= 5.36 0.0 61.10 62.416 K Factor= 7.73 204 126.45 6.357 0.0 10.000 54.473 to 120.0 0.0 0.0 0.0 209 126.45 0.0006 0.0 10.000 0.006 Vel = 1.28 209 -63.98 2.157 T 12.307 0.750 54.479 to 120.0 0.0 12.307 0.0 210 62.47 0.0319 0.0 13.057 0.417 Vel = 5.48 210 0.0 2.157 E 6.153 2.000 54.896 to 120.0 0.0 6.153 -0.866 211 62.47 0.0320 0.0 8.153 0.261 Vel= 5.48 211 0.0 2.157 2T 24.613 191.800 54.291 to 120.0 0.0 24.613 0.0 212 62.47 0.0320 0.0 216.413 6.919 Vel = 5.48 _ 212 0.0 2.157 E 6.153 2.000 61.210 to 120.0 0.0 6.153 0.866 213 62.47 0.0320 0.0 8.153 0.261 Vel= 5.48 213 0.0 2.157 T 12.307 0.750 62.337 to 120.0 0.0 12.307 0.0 105 62.47 0.0320 0.0 13.057 0.418 Vel = 5.48 0.0 62.47 62.755 K Factor= 7.89 209 63.98 6.357 0.0 10.000 54.479 to 120.0 0.0 0.0 0.0 214 63.98 0.0002 0.0 10.000 0.002 Vel = 0.65 214 0.0 2.157 T 12.307 0.750 54.481 to 120.0 0.0 12.307 0.0 215 63.98 0.0334 0.0 13.057 0.436 Vel = 5.62 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 17 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 215 0.0 2.157 E 6.153 2.000 54.917 to 120.0 0.0 6.153 -0.866 216 63.98 0.0334 0.0 8.153 0.272 Vet= 5.62 216 0.0 2.157 2T 24.613 191.800 54.323 to 120.0 0.0 24.613 0.0 217 63.98 0.0334 0.0 216.413 7.232 Vel = 5.62 217 0.0 2.157 E 6.153 2.000 61.555 to 120.0 0.0 6.153 0.866 218 63.98 0.0334 0.0 8.153 0.272 Vel= 5.62 218 0.0 2.157 T 12.307 0.750 62.693 to 120.0 0.0 12.307 0.0 104 63.98 0.0335 0.0 13.057 0.437 Vel = 5.62 0.0 63.98 63.130 K Factor= 8.05 501 177.62 4.26 2E 26.334 96.500 66.294 to 120.0 0.0 26.334 9.602 100 177.62 0.0080 0.0 122.834 0.986 Vel = 4.00 0.0 177.62 76.882 K Factor= 20.26 500 0.0 4.26 T 26.334 20.170 66.294 to 120.0 0.0 26.334 0.0 501 0.0 0.0 0.0 46.504 0.0 Vel= 0 0.0 0.0 66.294 K Factor=0 FR7 0.0 1.682 T 9.9 0.660 71.924 to 120.0 0.0 9.900 0.0 FRR6 0.0 0.0 0.0 10.560 0.0 Vel = 0 FRR6 0.0 2.635 0.0 13.000 71.924 to 120.0 0.0 0.0 -5.630 FRR5 0.0 0.0 0.0 13.000 0.0 Vel= 0 FRR5 0.0 2.635 T 16.474 24.750 66.294 to 120.0 2E 16.474 32.948 0.0 500 0.0 0.0 0.0 57.698 0.0 Vel= 0 0.0 0.0 66.294 K Factor= 0 Computer Programs by Hydratec Inc. Revision: 50.52.1 TELGIAN Page 1 HD#4002 -TIGARD, OR Date HYDRAULIC CALCULATIONS for Project name: HOME DEPOT#4002 Location: 14800 SOUTHWEST SEQUOIA PARKWAY, TIGARD, OR 97224 Drawing no: FP2.0 Date: 1/11/19 Design Remote area number: 6 Remote area location: FLAMMABLE LIQUIDS IN-RACK Occupancy classification: Density: 0.6/0.1 -Gpm/SqFt Area of application: 2000-SqFt Coverage per sprinkler: VARIES- SqFt Type of sprinklers calculated: EC-25 No. of sprinklers calculated: 37 In-rack demand: -GPM Hose streams: 400-GPM Total water required(including hose streams): 642.553-GPM @ 46.8018 - Psi Type of system: AEROSOL IN-RACK Volume of dry or preaction system: -Gal Water supply information Date: 12/17/18 Location: SEE SITE PLAN 1/FP1 Source: S/R HYDRANT Name of contractor: TELGIAN Address: 900 CIR 75 PKWY SE#680/ /ATLANTA, GA 30339 Phone number: 770-432-3882 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) PROFFss �c5 ��GINFl,4, ip 54330PE OREGON 447-C. SAO Expires: 7/1/20 Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C TELGIAN Page 2 HD#4002 -TIGARD, OR Date City Water Supply: Demand: Cl - Static Pressure : 95 D1 - Elevation : 11.910 C2 - Residual Pressure: 91 D2 -System Flow : 1830.57 C2 - Residual Flow : 2224 D2- System Pressure : 90.892 Hose ( Demand ) : 400 D3-System Demand : 2230.57 Safety Margin : 0.086 150 140 130 P 120 R 110 E 100 Cl D2 C2 S 90 S 80 D3 U 70 R 60 E 50 40 30 20 10 7 ' D1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( N ^ 1.85 ) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary TELGIAN Page 3 HD#4002-TIGARD, OR Date Fitting Legend Abbrev. Name '/2 ' 1 1% 11/2 2 2% 3 3'/ 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD TELGIAN Page 4 HD#4002 -TIGARD, OR Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. FR1 11.17 5.6 55.62 na 41.76 0.1 300 7.0 FR2 11.17 5.6 53.6 na 41.0 0.1 300 7.0 FR3 11.17 5.6 52.71 na 40.66 0.1 300 7.0 FR4 11.17 5.6 52.59 na 40.61 0.1 300 7.0 FR5 11.17 5.6 52.7 na 40.65 0.1 300 7.0 FR6 11.17 5.6 53.56 na 40.98 0.1 300 7.0 FRR1 11.17 58.0 na FRR2 24.17 55.94 na 100 2.0 73.53 na 50 26.5 63.27 na 101 26.5 66.15 na BRR 2.0 78.47 na 100.0 102 2.0 88.11 na 400.0 TEST 0.0 90.89 na BOR1 2.0 78.46 na 103 25.5 64.56 na 104 25.5 63.13 na 105 25.5 62.75 na 106 25.5 62.42 na 107 25.5 62.11 na 108 25.5 61.84 na 109 25.5 61.59 na 110 25.5 61.42 na 111 25.5 61.31 na 112 25.5 61.25 na 113 25.5 61.21 na 114 25.5 61.18 na 115 25.5 61.17 na 116 25.5 61.16 na 117 25.5 61.15 na 118 25.5 61.15 na 119 25.5 60.82 na 120 27.5 59.74 na 121 27.5 54.19 na 122 25.5 54.85 na 123 25.5 54.52 na 124 25.5 54.51 na 125 25.5 54.85 na 126 27.5 54.19 na 127 27.5 59.74 na 128 25.5 60.82 na 129 25.5 54.51 na 130 25.5 54.85 na 131 27.5 54.19 na 132 27.5 59.75 na 133 25.5 60.82 na 134 25.5 54.5 na 135 25.5 54.84 na 136 27.5 54.18 na 137 27.5 59.75 na 138 25.5 60.83 na 139 25.5 54.48 na 140 25.5 54.82 na 141 27.5 54.17 na 142 27.5 59.77 na 143 25.5 60.85 na 144 25.5 54.46 na 145 25.5 54.8 na 146 27.5 54.15 na 147 27.5 59.79 na 148 25.5 60.87 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard TELGIAN Page 5 HD#4002 -TIGARD, OR Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 149 25.5 54.42 na 150 25.5 54.4 na 151 25.5 54.4 na 152 25.5 54.41 na 153 25.5 54.44 na 154 25.5 54.81 na 155 27.5 54.18 na 156 27.5 60.37 na 157 25.5 61.47 na 158 25.5 51.45 na 159 27.5 48.74 na 160 27.5 8.1 36.66 na 49.04 0.6 80 7.0 161 27.5 8.1 35.66 na 48.37 0.6 80 7.0 162 27.5 8.1 35.23 na 48.08 0.6 80 7.0 163 27.5 8.1 35.14 na 48.02 0.6 80 7.0 164 27.5 8.1 35.16 na 48.03 0.6 80 7.0 165 27.5 8.1 35.41 na 48.2 0.6 80 7.0 166 27.5 8.1 36.14 na 48.69 0.6 80 7.0 167 27.5 56.75 na 168 25.5 59.08 na 169 25.5 51.45 na 170 27.5 48.74 na 171 27.5 8.1 36.63 na 49.03 0.6 80 7.0 172 27.5 8.1 35.63 na 48.35 0.6 80 7.0 173 27.5 8.1 35.2 na 48.06 0.6 80 7.0 174 27.5 8.1 35.12 na 48.0 0.6 80 7.0 175 27.5 8.1 35.13 na 48.01 0.6 80 7.0 176 27.5 8.1 35.38 na 48.18 0.6 80 7.0 177 27.5 8.1 36.11 na 48.67 0.6 80 7.0 178 27.5 56.65 na 179 25.5 58.98 na 180 25.5 51.46 na 181 27.5 48.76 na 182 27.5 8.1 36.7 na 49.07 0.6 80 7.0 183 27.5 8.1 35.7 na 48.4 0.6 80 7.0 1 184 27.5 8.1 35.27 na 48.11 0.6 80 7.0 185 27.5 8.1 35.19 na 48.05 0.6 80 7.0 186 27.5 8.1 35.21 na 48.06 0.6 80 7.0 187 27.5 8.1 35.46 na 48.23 0.6 80 7.0 188 27.5 8.1 36.19 na 48.73 0.6 80 7.0 189 27.5 56.91 na 190 25.5 59.24 na 191 25.5 53.41 na 192 27.5 51.92 na 193 27.5 8.1 45.93 na 54.9 0.6 80 7.0 194 27.5 8.1 45.79 na 54.81 0.6 80 7.0 195 27.5 8.1 45.8 na 54.82 0.6 80 7.0 196 27.5 8.1 46.06 na 54.98 0.6 80 7.0 197 27.5 58.15 na 198 25.5 59.87 na 199 25.5 54.46 na 200 25.5 54.85 na 201 27.5 54.22 na 202 27.5 60.62 na 203 25.5 61.73 na 204 25.5 54.47 na 205 25.5 54.87 na 206 27.5 54.26 na 207 27.5 60.9 na 208 25.5 62.02 na 209 25.5 54.48 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard TELGIAN Page 6 HD#4002 -TIGARD, OR Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 210 25.5 54.9 na 211 27.5 54.29 na 212 27.5 61.21 na 213 25.5 62.34 na 214 25.5 54.48 na 215 25.5 54.92 na 216 27.5 54.32 na 217 27.5 61.55 na 218 25.5 62.69 na 1 5.66 5.6 57.08 na 42.31 0.1 300 7.0 2 5.66 5.6 55.17 na 41.6 0.1 300 7.0 3 5.66 5.6 54.57 na 41.37 0.1 300 7.0 4 5.66 5.6 54.54 na 41.36 0.1 300 7.0 5 5.66 5.6 54.82 na 41.46 0.1 300 7.0 6 5.66 5.6 56.07 na 41.93 0.1 300 7.0 14 5.66 60.18 na 501 24.17 57.34 na FRR8 11.17 60.95 na FRR7 24.17 55.56 na 500 24.17 56.48 na 70 5.66 63.31 na The maximum velocity is 20.84 and it occurs in the pipe between nodes FR1 and FRR8 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 TELGIAN Page 7 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn FR1 -102.55 1.682 0.0 7.500 55.616 K Factor= 5.60 to 120.0 0.0 0.0 0.0 FR2 -102.55 -0.2687 0.0 7.500 -2.015 Vel= 14.81 FR2 41.00 1.682 0.0 8.500 53.601 K Factor= 5.60 to 120.0 0.0 0.0 0.0 FR3 -61.55 -0.1044 0.0 8.500 -0.887 Vel = 8.89 FR3 40.66 1.682 0.0 8.500 52.714 K Factor= 5.60 to 120.0 0.0 0.0 0.0 FR4 -20.89 -0.0142 0.0 8.500 -0.121 Vel = 3.02 FR4 40.61 1.682 0.0 8.500 52.593 K Factor= 5.60 to 120.0 0.0 0.0 0.0 FR5 19.72 0.0127 0.0 8.500 0.108 Vel= 2.85 FR5 40.66 1.682 0.0 8.500 52.701 K Factor= 5.60 to 120.0 0.0 0.0 0.0 FR6 60.38 0.1008 0.0 8.500 0.857 Vel = 8.72 FR6 40.98 1.682 T 9.9 7.000 53.558 K Factor= 5.60 to 120.0 0.0 9.900 0.0 FRR1 101.36 0.2629 0.0 16.900 4.443 Vel= 14.64 FRR1 116.10 2.635 T 16.474 13.000 58.001 to 120.0 0.0 16.474 -5.630 FRR2 217.46 0.1212 0.0 29.474 3.572 Vel= 12.79 FRR2 0.0 4.26 T 26.334 79.660 55.943 to 120.0 E 13.167 39.501 0.0 501 217.46 0.0117 0.0 119.161 1.393 Vel = 4.89 0.0 217.46 57.336 K Factor= 28.72 100 495.69 6.357 E 17.603 28.500 73.528 to 120.0 0.0 17.603 -10.611 50 495.69 0.0076 0.0 46.103 0.352 Vel = 5.01 50 0.0 6.357 3E 52.808 324.810 63.269 to 120.0 0.0 52.808 0.0 101 495.69 0.0076 0.0 377.618 2.884 Vel= 5.01 101 0.0 8.249 2E 42.282 242.360 66.153 to 120.0 T 41.108 88.088 11.611 * Fixed Loss = 1 BRR 495.69 0.0021 G 4.698 330.448 0.709 Vel = 2.98 Fsp 0.0 BRR 1334.88 8.249 E 21.141 5.170 78.473 Qa = 100.00 to 120.0 0.0 21.141 9.000 * Fixed Loss = 9 102 1830.57 0.0241 0.0 26.311 0.634 Vel = 10.9. 9 102 400.00 8.27 E 28.468 46.000 88.107 Qa = 400 to 140.0 0.0 28.468 0.866 TEST 2230.57 0.0258 0.0 74.468 1.919 Vel = 13.32 0.0 2230.57 90.892 K Factor=233.97 BOR1 1234.88 8.249 0.0 1.500 78.456 to 120.0 0.0 0.0 0.0 BRR 1234.88 0.0113 0.0 1.500 0.017 Vel = 7.41 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 8 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1234.88 78.473 K Factor= 139.40 103 1234.88 8.249 T 41.108 146.080 64.556 to 120.0 2E 42.282 88.088 11.178 * Fixed Loss= 1 BOR1 1234.88 0.0116 G 4.698 234.168 2.722 Vel = 7.41 Fsp 0.0 0.0 1234.88 78.456 K Factor= 139.42 103 -1234.88 6.357 E 17.603 16.920 64.556 to 120.0 0.0 17.603 0.0 104 -1234.88 -0.0413 0.0 34.523 -1.426 Vel= 12.48 104 63.98 6.357 0.0 10.000 63.130 to 120.0 0.0 0.0 0.0 105 -1170.9 -0.0375 0.0 10.000 -0.375 Vel = 11.84 105 62.47 6.357 0.0 10.000 62.755 to 120.0 0.0 0.0 0.0 106 -1108.43 -0.0339 0.0 10.000 -0.339 Vel = 11.20 106 61.10 6.357 0.0 10.000 62.416 to 120.0 0.0 0.0 0.0 107 -1047.33 -0.0304 0.0 10.000 -0.304 Vel = 10.59 107 59.88 6.357 0.0 10.000 62.112 to 120.0 0.0 0.0 0.0 108 -987.45 -0.0274 0.0 10.000 -0.274 Vel = 9.98 108 58.80 6.357 0.0 10.000 61.838 to 120.0 0.0 0.0 0.0 109 -928.65 -0.0244 0.0 10.000 -0.244 Vel = 9.39 109 159.08 6.357 0.0 10.000 61.594 to 120.0 0.0 0.0 0.0 110 -769.57 -0.0172 0.0 10.000 -0.172 Vel = 7.78 110 158.67 6.357 0.0 10.000 61.422 to 120.0 0.0 0.0 0.0 111 -610.9 -0.0112 0.0 10.000 -0.112 Vel = 6.18 111 158.39 6.357 0.0 10.000 61.310 to 120.0 0.0 0.0 0.0 112 -452.51 -0.0065 0.0 10.000 -0.065 Vel = 4.57 112 118.89 6.357 0.0 10.000 61.245 to 120.0 0.0 0.0 0.0 113 -333.62 -0.0037 0.0 10.000 -0.037 Vel = 3.37 113 55.95 6.357 0.0 9.670 61.208 to 120.0 0.0 0.0 0.0 114 -277.67 -0.0026 0.0 9.670 -0.025 Vel = 2.81 114 55.73 6.357 0.0 9.670 61.183 to 120.0 0.0 0.0 0.0 115 -221.94 -0.0018 0.0 9.670 -0.017 Vel = 2.24 115 55.57 6.357 0.0 9.670 61.166 to 120.0 0.0 0.0 0.0 116 -166.37 -0.0009 0.0 9.670 -0.009 Vel = 1.68 116 55.49 6.357 0.0 9.670 61.157 to 120.0 0.0 0.0 0.0 117 -110.88 -0.0005 0.0 9.670 -0.005 Vel = 1.12 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams 1 TELGIAN Page 9 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 117 55.45 6.357 0.0 9.670 61.152 to 120.0 0.0 0.0 0.0 118 -55.43 -0.0001 0.0 9.670 -0.001 Vel= 0.56 118 0.0 2.157 T 12.307 0.750 61.151 to 120.0 0.0 12.307 0.0 119 -55.43 -0.0257 0.0 13.057 -0.335 Vel = 4.87 119 0.0 2.157 E 6.153 2.000 60.816 to 120.0 0.0 6.153 -0.866 120 -55.43 -0.0256 0.0 8.153 -0.209 Vel= 4.87 120 0.0 2.157 2T 24.613 191.800 59.741 to 120.0 0.0 24.613 0.0 121 -55.43 -0.0256 0.0 216.413 -5.547 Vel= 4.87 121 0.0 2.157 E 6.153 2.000 54.194 to 120.0 0.0 6.153 0.866 122 -55.43 -0.0256 0.0 8.153 -0.209 Vel = 4.87 122 0.0 2.157 T 12.307 0.750 54.851 to 120.0 0.0 12.307 0.0 123 -55.43 -0.0257 0.0 13.057 -0.335 Vel= 4.87 123 0.0 6.357 0.0 9.670 54.516 to 120.0 0.0 0.0 0.0 124 -55.43 -0.0001 0.0 9.670 -0.001 Vel= 0.56 124 110.88 2.157 T 12.307 0.750 54.515 to 120.0 0.0 12.307 0.0 125 55.45 0.0257 0.0 13.057 0.335 Vel = 4.87 125 0.0 2.157 E 6.153 2.000 54.850 to 120.0 0.0 6.153 -0.866 126 55.45 0.0255 0.0 8.153 0.208 Vel = 4.87 126 0.0 2.157 2T 24.613 191.800 54.192 to 120.0 0.0 24.613 0.0 127 55.45 0.0256 0.0 216.413 5.550 Vel = 4.87 127 0.0 2.157 E 6.153 2.000 59.742 to 120.0 0.0 6.153 0.866 128 55.45 0.0256 0.0 8.153 0.209 Vel= 4.87 128 0.0 2.157 T 12.307 0.750 60.817 to 120.0 0.0 12.307 0.0 117 55.45 0.0257 0.0 13.057 0.335 Vel = 4.87 0.0 55.45 61.152 K Factor= 7.09 124 -110.88 6.357 0.0 9.670 54.515 to 120.0 0.0 0.0 0.0 129 -110.88 -0.0005 0.0 9.670 -0.005 Vel= 1.12 129 166.37 2.157 T 12.307 0.750 54.510 to 120.0 0.0 12.307 0.0 130 55.49 0.0257 0.0 13.057 0.336 Vel = 4.87 130 0.0 2.157 E 6.153 2.000 54.846 to 120.0 0.0 6.153 -0.866 131 55.49 0.0256 0.0 8.153 0.209 Vel= 4.87 131 0.0 2.157 2T 24.613 191.800 54.189 to 120.0 0.0 24.613 0.0 132 55.49 0.0257 0.0 216.413 5.557 Vel = 4.87 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 10 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 132 0.0 2.157 E 6.153 2.000 59.746 to 120.0 0.0 6.153 0.866 133 55.49 0.0256 0.0 8.153 0.209 Vel= 4.87 133 0.0 2.157 T 12.307 0.750 60.821 to 120.0 0.0 12.307 0.0 116 55.49 0.0257 0.0 13.057 0.336 Vel = 4.87 0.0 55.49 61.157 K Factor= 7.10 129 -166.37 6.357 0.0 9.670 54.510 to 120.0 0.0 0.0 0.0 134 -166.37 -0.0010 0.0 9.670 -0.010 Vel = 1.68 134 221.95 2.157 T 12.307 0.750 54.500 to 120.0 0.0 12.307 0.0 135 55.58 0.0258 0.0 13.057 0.337 Vel = 4.88 135 0.0 2.157 E 6.153 2.000 54.837 to 120.0 0.0 6.153 -0.866 136 55.58 0.0256 0.0 8.153 0.209 Vel = 4.88 136 0.0 2.157 2T 24.613 191.800 54.180 to 120.0 0.0 24.613 0.0 137 55.58 0.0258 0.0 216.413 5.574 Vel = 4.88 137 0.0 2.157 E 6.153 2.000 59.754 to 120.0 0.0 6.153 0.866 138 55.58 0.0258 0.0 8.153 0.210 Vel = 4.88 138 0.0 2.157 T 12.307 0.750 60.830 to 120.0 0.0 12.307 0.0 115 55.58 0.0257 0.0 13.057 0.336 Vel = 4.88 0.0 55.58 61.166 K Factor= 7.11 134 -221.94 6.357 0.0 9.670 54.500 to 120.0 0.0 0.0 0.0 139 -221.94 -0.0017 0.0 9.670 -0.016 Vel = 2.24 139 277.67 2.157 T 12.307 0.750 54.484 to 120.0 0.0 12.307 0.0 140 55.73 0.0259 0.0 13.057 0.338 Vel = 4.89 140 0.0 2.157 E 6.153 2.000 54.822 to 120.0 0.0 6.153 -0.866 141 55.73 0.0258 0.0 8.153 0.210 Vel= 4.89 141 0.0 2.157 2T 24.613 191.800 54.166 to 120.0 0.0 24.613 0.0 142 55.73 0.0259 0.0 216.413 5.602 Vel = 4.89 142 0.0 2.157 E 6.153 2.000 59.768 to 120.0 0.0 6.153 0.866 143 55.73 0.0259 0.0 8.153 _ 0.211 Vel= 4.89 143 0.0 2.157 T 12.307 0.750 60.845 to 120.0 0.0 12.307 0.0 114 55.73 0.0259 0.0 13.057 0.338 Vel= 4.89 0.0 55.73 61.183 K Factor= 7.12 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 11 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 139 -277.67 6.357 0.0 9.670 54.484 to 120.0 0.0 0.0 0.0 144 -277.67 -0.0027 0.0 9.670 -0.026 Vel= 2.81 144 333.62 2.157 T 12.307 0.750 54.458 to 120.0 0.0 12.307 0.0 145 55.95 0.0261 0.0 13.057 0.341 Vel = 4.91 145 0.0 2.157 E 6.153 2.000 54.799 to 120.0 0.0 6.153 -0.866 146 55.95 0.0260 0.0 8.153 0.212 Vel= 4.91 146 0.0 2.157 2T 24.613 191.800 54.145 to 120.0 0.0 24.613 0.0 147 55.95 0.0261 0.0 216.413 5.644 Vel= 4.91 147 0.0 2.157 E 6.153 2.000 59.789 to 120.0 0.0 6.153 0.866 148 55.95 0.0261 0.0 8.153 0.213 Vel = 4.91 148 0.0 2.157 T 12.307 0.750 60.868 to 120.0 0.0 12.307 0.0 113 55.95 0.0260 0.0 13.057 0.340 Vel= 4.91 0.0 55.95 61.208 K Factor= 7.15 144 -333.62 6.357 0.0 10.000 54.458 to 120.0 0.0 0.0 0.0 149 -333.62 -0.0036 0.0 10.000 -0.036 Vel= 3.37 149 100.61 6.357 0.0 10.000 54.422 to 120.0 0.0 0.0 0.0 150 -233.01 -0.0019 0.0 10.000 -0.019 Vel= 2.36 150 179.91 6.357 0.0 10.000 54.403 to 120.0 0.0 0.0 0.0 151 -53.1 -0.0001 0.0 10.000 -0.001 Vel = 0.54 151 179.76 6.357 0.0 10.000 54.402 to 120.0 0.0 0.0 0.0 152 126.66 0.0006 0.0 10.000 0.006 Vel = 1.28 152 179.57 6.357 0.0 10.000 54.408 to 120.0 0.0 0.0 0.0 153 306.23 0.0031 0.0 10.000 0.031 Vel = 3.10 153 -247.43 2.157 T 12.307 0.750 54.439 to 120.0 0.0 12.307 0.0 154 58.8 0.0286 0.0 13.057 0.373 Vel= 5.16 154 0.0 2.157 E 6.153 2.000 54.812 to 120.0 0.0 6.153 -0.866 155 58.8 0.0286 0.0 8.153 0.233 Vel= 5.16 155 0.0 2.157 2T 24.613 191.800 54.179 to 120.0 0.0 24.613 0.0 156 58.8 0.0286 0.0 216.413 6.187 Vel = 5.16 156 0.0 2.157 E 6.153 2.000 60.366 to 120.0 0.0 6.153 0.866 157 58.8 0.0286 0.0 8.153 0.233 Vel = 5.16 157 0.0 2.157 T 12.307 0.750 61.465 to 120.0 0.0 12.307 0.0 108 58.8 0.0286 0.0 13.057 0.373 Vel = 5.16 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 12 HD#4002-TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 58.80 61.838 K Factor= 7.48 151 -179.76 2.157 T 12.307 0.750 54.402 to 120.0 0.0 12.307 0.0 158 -179.76 -0.2259 0.0 13.057 -2.950 Vel = 15.78 158 0.0 2.157 E 6.153 2.000 51.452 to 120.0 0.0 6.153 -0.866 159 -179.76 -0.2261 0.0 8.153 -1.843 Vel= 15.78 159 0.0 2.157 T 12.307 41.180 48.743 to 120.0 0.0 12.307 0.0 160 -179.76 -0.2259 0.0 53.487 -12.085 Vel = 15.78 160 49.04 2.157 0.0 8.000 36.658 K Factor= 8.10 to 120.0 0.0 0.0 0.0 161 -130.72 -0.1252 0.0 8.000 -1.002 Vel = 11.48 161 48.37 2.157 0.0 8.000 35.656 K Factor= 8.10 to 120.0 0.0 0.0 0.0 162 -82.35 -0.0534 0.0 8.000 -0.427 Vel = 7.23 162 48.07 2.157 0.0 8.000 35.229 K Factor= 8.10 to 120.0 0.0 0.0 0.0 163 -34.28 -0.0105 0.0 8.000 -0.084 Vel = 3.01 163 48.02 2.157 0.0 8.000 35.145 K Factor= 8.10 to 120.0 0.0 0.0 0.0 164 13.74 0.0019 0.0 8.000 0.015 Vel = 1.21 164 48.03 2.157 0.0 8.000 35.160 K Factor= 8.10 to 120.0 0.0 0.0 0.0 165 61.77 0.0314 0.0 8.000 0.251 Vel = 5.42 165 48.20 2.157 0.0 8.000 35.411 K Factor= 8.10 to 120.0 0.0 0.0 0.0 166 109.97 0.0910 0.0 8.000 0.728 Vel = 9.66 166 48.70 2.157 T 12.307 102.620 36.139 K Factor= 8.10 to 120.0 0.0 12.307 0.0 167 158.67 0.1794 0.0 114.927 20.613 Vel = 13.93 167 0.0 2.157 E 6.153 2.000 56.752 to 120.0 0.0 6.153 0.866 168 158.67 0.1793 0.0 8.153 1.462 Vel = 13.93 168 0.0 2.157 T 12.307 0.750 59.080 to 120.0 0.0 12.307 0.0 110 158.67 0.1794 0.0 13.057 2.342 Vel = 13.93 0.0 158.67 61.422 K Factor= 20.25 150 -179.90 2.157 T 12.307 0.750 54.403 to 120.0 0.0 12.307 0.0 169 -179.9 -0.2263 0.0 13.057 -2.955 Vel = 15.80 169 0.0 2.157 E 6.153 2.000 51.448 to 120.0 0.0 6.153 -0.866 170 -179.9 -0.2263 0.0 8.153 -1.845 Vel = 15.80 170 0.0 2.157 T 12.307 41.180 48.737 to 120.0 0.0 12.307 0.0 171 -179.9 -0.2263 0.0 53.487 -12.102 Vel = 15.80 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 13 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 171 49.02 2.157 0.0 8.000 36.635 K Factor= 8.10 to 120.0 0.0 0.0 0.0 172 -130.88 -0.1256 0.0 8.000 -1.005 Vel = 11.49 172 48.35 2.157 0.0 8.000 35.630 K Factor= 8.10 to 120.0 0.0 0.0 0.0 173 -82.53 -0.0535 0.0 8.000 -0.428 Vel = 7.25 173 48.06 2.157 0.0 8.000 35.202 K Factor= 8.10 to 120.0 0.0 0.0 0.0 174 -34.47 -0.0106 0.0 8.000 -0.085 Vel= 3.03 174 48.00 2.157 0.0 8.000 35.117 K Factor= 8.10 to 120.0 0.0 0.0 0.0 175 13.53 0.0019 0.0 8.000 0.015 Vel= 1.19 175 48.01 2.157 0.0 8.000 35.132 K Factor= 8.10 to 120.0 0.0 0.0 0.0 176 61.54 0.0310 0.0 8.000 0.248 Vel = 5.40 176 48.18 2.157 0.0 8.000 35.380 K Factor= 8.10 to 120.0 0.0 0.0 0.0 177 109.72 0.0908 0.0 8.000 0.726 Vel = 9.63 177 48.67 2.157 T 12.307 102.620 36.106 K Factor= 8.10 to 120.0 0.0 12.307 0.0 178 158.39 0.1788 0.0 114.927 20.546 Vel = 13.91 178 0.0 2.157 E 6.153 2.000 56.652 to 120.0 0.0 6.153 0.866 179 158.39 0.1787 0.0 8.153 1.457 Vel = 13.91 179 0.0 2.157 T 12.307 0.750 58.975 to 120.0 0.0 12.307 0.0 111 158.39 0.1788 0.0 13.057 2.335 Vel = 13.91 0.0 158.39 61.310 K Factor= 20.23 152 -179.57 2.157 T 12.307 0.750 54.408 to 120.0 0.0 12.307 0.0 180 -179.57 -0.2255 0.0 13.057 -2.944 Vel= 15.77 180 0.0 2.157 E 6.153 2.000 51.464 to 120.0 0.0 6.153 -0.866 181 -179.57 -0.2256 0.0 8.153 -1.839 Vel = 15.77 181 0.0 2.157 T 12.307 41.180 48.759 to 120.0 0.0 12.307 0.0 182 -179.57 -0.2255 0.0 53.487 -12.061 Vel = 15.77 182 49.07 2.157 0.0 8.000 36.698 K Factor= 8.10 to 120.0 0.0 0.0 0.0 183 -130.5 -0.1250 0.0 8.000 -1.000 Vel= 11.46 183 48.40 2.157 0.0 8.000 35.698 K Factor= 8.10 to 120.0 0.0 0.0 0.0 184 -82.1 -0.0530 0.0 8.000 -0.424 Vel = 7.21 184 48.10 2.157 0.0 8.000 35.274 K Factor= 8.10 to 120.0 0.0 0.0 0.0 185 -34.0 -0.0104 0.0 8.000 -0.083 Vel = 2.99 185 48.05 2.157 0.0 8.000 35.191 K Factor= 8.10 to 120.0 0.0 0.0 0.0 186 14.05 0.0021 0.0 8.000 0.017 Vel = 1.23 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 14 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 186 48.07 2.157 0.0 8.000 35.208 K Factor= 8.10 to 120.0 0.0 0.0 0.0 187 62.12 0.0316 0.0 8.000 0.253 Vel = 5.45 187 48.23 2.157 0.0 8.000 35.461 K Factor= 8.10 to 120.0 0.0 0.0 0.0 188 110.35 0.0916 0.0 8.000 0.733 Vel = 9.69 188 48.73 2.157 T 12.307 102.620 36.194 K Factor= 8.10 to 120.0 0.0 12.307 0.0 189 159.08 0.1802 0.0 114.927 20.712 Vel = 13.97 189 0.0 2.157 E 6.153 2.000 56.906 to 120.0 0.0 6.153 0.866 190 159.08 0.1802 0.0 8.153 1.469 Vel = 13.97 190 0.0 2.157 T 12.307 0.750 59.241 to 120.0 0.0 12.307 0.0 109 159.08 0.1802 0.0 13.057 2.353 Vel = 13.97 0.0 159.08 61.594 K Factor= 20.27 149 -100.62 2.157 T 12.307 0.750 54.422 to 120.0 0.0 12.307 0.0 191 -100.62 -0.0772 0.0 13.057 -1.008 Vel = 8.83 191 0.0 2.157 E 6.153 2.000 53.414 to 120.0 0.0 6.153 -0.866 192 -100.62 -0.0773 0.0 8.153 -0.630 Vel = 8.83 192 0.0 2.157 T 12.307 65.180 51.918 to 120.0 0.0 12.307 0.0 193 -100.62 -0.0772 0.0 77.487 -5.984 Vel = 8.83 193 54.90 2.157 0.0 8.000 45.934 K Factor= 8.10 to 120.0 0.0 0.0 0.0 194 -45.72 -0.0179 0.0 8.000 -0.143 Vel = 4.01 194 54.81 2.157 0.0 8.000 45.791 K Factor= 8.10 to 120.0 0.0 0.0 0.0 195 9.09 0.0009 0.0 8.000 0.007 Vel = 0.80 195 54.82 2.157 0.0 8.000 45.798 K Factor= 8.10 to 120.0 0.0 0.0 0.0 196 63.91 0.0334 0.0 8.000 0.267 Vel= 5.61 196 54.98 2.157 T 12.307 102.620 46.065 K Factor= 8.10 to 120.0 0.0 12.307 0.0 197 118.89 0.1051 0.0 114.927 12.084 Vel = 10.44 197 0.0 2.157 E 6.153 2.000 58.149 to 120.0 0.0 6.153 0.866 198 118.89 0.1051 0.0 8.153 0.857 Vel = 10.44 198 0.0 2.157 T 12.307 0.750 59.872 to 120.0 0.0 12.307 0.0 112 118.89 0.1052 0.0 13.057 1.373 Vel = 10.44 0.0 118.89 61.245 K Factor= 15.19 153 247.42 6.357 0.0 10.000 54.439 to 120.0 0.0 0.0 0.0 199 247.42 0.0021 0.0 10.000 0.021 Vel = 2.50 Computer Programs by Hydrated Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 15 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C, or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 199 -187.54 2.157 T 12.307 0.750 54.460 to 120.0 0.0 12.307 0.0 200 59.88 0.0296 0.0 13.057 0.386 Vel = 5.26 200 0.0 2.157 E 6.153 2.000 54.846 to 120.0 0.0 6.153 -0.866 201 59.88 0.0296 0.0 8.153 0.241 Vel = 5.26 201 0.0 2.157 2T 24.613 191.800 54.221 to 120.0 0.0 24.613 0.0 202 59.88 0.0296 0.0 216.413 6.397 Vel= 5.26 202 0.0 2.157 E 6.153 2.000 60.618 to 120.0 0.0 6.153 0.866 203 59.88 0.0297 0.0 8.153 0.242 Vel= 5.26 203 0.0 2.157 T 12.307 0.750 61.726 to 120.0 0.0 12.307 0.0 107 59.88 0.0296 0.0 13.057 0.386 Vel = 5.26 0.0 59.88 62.112 K Factor= 7.60 199 187.55 6.357 0.0 10.000 54.460 to 120.0 0.0 0.0 0.0 204 187.55 0.0013 0.0 10.000 0.013 Vel = 1.90 204 -126.45 2.157 T 12.307 0.750 54.473 to 120.0 0.0 12.307 0.0 205 61.1 0.0307 0.0 13.057 0.401 Vel = 5.36 205 0.0 2.157 E 6.153 2.000 54.874 to 120.0 0.0 6.153 -0.866 206 61.1 0.0307 0.0 8.153 0.250 Vel = 5.36 206 0.0 2.157 2T 24.613 191.800 54.258 to 120.0 0.0 24.613 0.0 207 61.1 0.0307 0.0 216.413 6.641 Vel = 5.36 207 0.0 2.157 E 6.153 2.000 60.899 to 120.0 0.0 6.153 0.866 208 61.1 0.0308 0.0 8.153 0.251 Vel = 5.36 208 0.0 2.157 T 12.307 0.750 62.016 to 120.0 0.0 12.307 0.0 106 61.1 0.0306 0.0 13.057 0.400 Vel = 5.36 0.0 61.10 62.416 K Factor= 7.73 204 126.45 6.357 0.0 10.000 54.473 to 120.0 0.0 0.0 0.0 209 126.45 0.0006 0.0 10.000 0.006 Vel = 1.28 209 -63.98 2.157 T 12.307 0.750 54.479 to 120.0 0.0 12.307 0.0 210 62.47 0.0319 0.0 13.057 0.417 Vel = 5.48 210 0.0 2.157 E 6.153 2.000 54.896 to 120.0 0.0 6.153 -0.866 211 62.47 0.0320 0.0 8.153 0.261 Vel= 5.48 211 0.0 2.157 2T 24.613 191.800 54.291 to 120.0 0.0 24.613 0.0 212 62.47 0.0320 0.0 216.413 6.919 Vel = 5.48 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 16 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 212 0.0 2.157 E 6.153 2.000 61.210 to 120.0 0.0 6.153 0.866 213 62.47 0.0320 0.0 8.153 0.261 Vel= 5.48 213 0.0 2.157 T 12.307 0.750 62.337 to 120.0 0.0 12.307 0.0 105 62.47 0.0320 0.0 13.057 0.418 Vel = 5.48 0.0 62.47 62.755 K Factor= 7.89 209 63.98 6.357 0.0 10.000 54.479 to 120.0 0.0 0.0 0.0 214 63.98 0.0002 0.0 10.000 0.002 Vel = 0.65 214 0.0 2.157 T 12.307 0.750 54.481 to 120.0 0.0 12.307 0.0 215 63.98 0.0334 0.0 13.057 0.436 Vel = 5.62 215 0.0 2.157 E 6.153 2.000 54.917 to 120.0 0.0 6.153 -0.866 216 63.98 0.0334 0.0 8.153 0.272 Vel= 5.62 216 0.0 2.157 2T 24.613 191.800 54.323 to 120.0 0.0 24.613 0.0 217 63.98 0.0334 0.0 216.413 7.232 Vel = 5.62 j 217 0.0 2.157 E 6.153 2.000 61.555 to 120.0 0.0 6.153 0.866 218 63.98 0.0334 0.0 8.153 0.272 Vel= 5.62 218 0.0 2.157 T 12.307 0.750 62.693 to 120.0 0.0 12.307 0.0 104 63.98 0.0335 0.0 13.057 0.437 Vel= 5.62 0.0 63.98 63.130 K Factor= 8.05 1 -91.62 1.682 0.0 8.750 57.080 K Factor= 5.60 to 120.0 0.0 0.0 0.0 2 -91.62 -0.2181 0.0 8.750 -1.908 Vel= 13.23 2 41.60 1.682 0.0 8.500 55.172 K Factor= 5.60 to 120.0 0.0 0.0 0.0 3 -50.02 -0.0712 0.0 8.500 -0.605 Vel = 7.22 3 41.36 1.682 0.0 8.500 54.567 K Factor= 5.60 to 120.0 0.0 0.0 0.0 4 -8.66 -0.0028 0.0 8.500 -0.024 Vel= 1.25 4 41.36 1.682 0.0 8.500 54.543 K Factor= 5.60 to 120.0 0.0 0.0 0.0 5 32.7 0.0325 0.0 8.500 0.276 Vel = 4.72 5 41.46 1.682 0.0 8.500 54.819 K Factor= 5.60 to 120.0 0.0 0.0 0.0 6 74.16 0.1475 0.0 8.500 1.254 Vel= 10.71 6 41.94 1.682 T 9.9 2.250 56.073 K Factor= 5.60 to 120.0 0.0 9.900 0.0 14 116.1 0.3379 0.0 12.150 4.105 Vel = 16.76 14 0.0 2.635 0.0 5.500 60.178 to 120.0 0.0 0.0 -2.386 FRR1 116.1 0.0380 0.0 5.500 0.209 Vel = 6.83 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 17 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 116.10 58.001 K Factor= 15.24 501 495.69 4.26 2E 26.334 96.500 57.336 to 120.0 0.0 26.334 9.602 100 495.69 0.0536 0.0 122.834 6.590 Vel = 11.16 0.0 495.69 73.528 K Factor= 57.81 FR1 144.31 1.682 T 9.9 0.660 55.616 to 120.0 0.0 9.900 0.0 FRR8 144.31 0.5053 0.0 10.560 5.336 Vel = 20.84 FRR8 133.93 4.26 0.0 13.000 60.952 to 120.0 0.0 0.0 -5.630 FRR7 278.24 0.0184 0.0 13.000 0.239 Vel = 6.26 FRR7 0.0 4.26 E 13.167 10.250 55.561 to 120.0 T 26.334 39.501 0.0 500 278.24 0.0184 0.0 49.751 0.917 Vel = 6.26 500 0.0 4.26 T 26.334 20.170 56.478 to 120.0 0.0 26.334 0.0 501 278.24 0.0185 0.0 46.504 0.858 Vel = 6.26 0.0 278.24 57.336 K Factor= 36.75 1 133.93 1.682 T 9.9 4.260 57.080 to 120.0 0.0 9.900 0.0 70 133.93 0.4401 0.0 14.160 6.232 Vel = 19.34 70 0.0 4.26 0.0 5.500 63.312 to 120.0 0.0 0.0 -2.386 FRR8 133.93 0.0047 0.0 5.500 0.026 Vel = 3.01 0.0 133.93 60.952 K Factor= 17.15 Computer Programs by Hydratec Inc. Revision: 50.52.1 TELGIAN Page 1 HD#4002 -TIGARD, OR Date HYDRAULIC CALCULATIONS for Project name: HOME DEPOT#4002 Location: 14800 SOUTHWEST SEQUOIA PARKWAY, TIGARD, OR 97224 Drawing no: FP2.0 Date: 1/11/19 Design Remote area number: 7 Remote area location: FLAMMABLE LIQUIDS IN-RACK Occupancy classification: Density: 0.6/0.1 -Gpm/SqFt Area of application: 2000-SqFt Coverage per sprinkler: VARIES - SqFt Type of sprinklers calculated: EC-25 No. of sprinklers calculated: 37 In-rack demand: -GPM Hose streams: 400- GPM Total water required(including hose streams): 642.553 -GPM @ 46.8018 - Psi Type of system: AEROSOL IN-RACK Volume of dry or preaction system: -Gal Water supply information Date: 12/17/18 Location: SEE SITE PLAN 1/FP1 Source: S/R HYDRANT Name of contractor: TELGIAN Address: 900 CIR 75 PKWY SE#680/ /ATLANTA, GA 30339 Phone number: 770-432-3882 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) ,(E9 PROFFss So 4, 4$1 �O cc 54330PE OREGON e.0139 k 16:6073 Nig cc- 97.C. Se Expires: 7/1/20 Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C TELGIAN Page 2 HD#4002 -TIGARD, OR Date City Water Supply: Demand: Cl -Static Pressure : 95 D1 - Elevation : 11.910 C2 - Residual Pressure: 91 D2-System Flow : 1821.96 C2 - Residual Flow : 2224 D2-System Pressure : 90.873 Hose( Demand ) : 400 D3-System Demand : 2221.96 Safety Margin : 0.134 150 140 130 p120 R 110 E 100 Cl D2 C2 S 90 S 80 D3 U 70 R 60 E 50 40 30 20 10 : D1 ;r, .... .... .... .... . . . . , . 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary TELGIAN Page 3 HD#4002 -TIGARD, OR Date Fitting Legend Abbrev. Name 1/2 $/ 1 11/4 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD TELGIAN Page 4 HD#4002 -TIGARD, OR Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. FR7 11.17 5.6 51.79 na 40.3 0.1 300 7.0 FR8 11.17 5.6 50.84 na 39.93 0.1 300 7.0 FR9 11.17 5.6 50.63 na 39.85 0.1 300 7.0 FR10 11.17 5.6 50.67 na 39.86 0.1 300 7.0 FR11 11.17 5.6 51.23 na 40.08 0.1 300 7.0 FR12 11.17 5.6 53.07 na 40.8 0.1 300 7.0 FRR3 11.17 60.33 na FRR4 24.17 55.18 na FRR2 24.17 55.45 na 100 2.0 73.65 na 50 26.5 63.38 na 101 26.5 66.18 na BRR 2.0 78.47 na 100.0 102 2.0 88.1 na 400.0 TEST 0.0 90.87 na BOR1 2.0 78.46 na 103 25.5 64.56 na 104 25.5 63.13 na 105 25.5 62.75 na 106 25.5 62.42 na 107 25.5 62.11 na 108 25.5 61.84 na 109 25.5 61.59 na 110 25.5 61.42 na 111 25.5 61.31 na 112 25.5 61.25 na 113 25.5 61.21 na 114 25.5 61.18 na 115 25.5 61.17 na 116 25.5 61.16 na 117 25.5 61.15 na 118 25.5 61.15 na 119 25.5 60.82 na 120 27.5 59.74 na 121 27.5 54.19 na 122 25.5 54.85 na 123 25.5 54.52 na 124 25.5 54.51 na 125 25.5 54.85 na 126 27.5 54.19 na 127 27.5 59.74 na 128 25.5 60.82 na 129 25.5 54.51 na 130 25.5 54.85 na 131 27.5 54.19 na 132 27.5 59.75 na 133 25.5 60.82 na 134 25.5 54.5 na 135 25.5 54.84 na 136 27.5 54.18 na 137 27.5 59.75 na 138 25.5 60.83 na 139 25.5 54.48 na 140 25.5 54.82 na 141 27.5 54.17 na 142 27.5 59.77 na 143 25.5 60.85 na 144 25.5 54.46 na 145 25.5 54.8 na 146 27.5 54.15 na 147 27.5 59.79 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard TELGIAN Page 5 HD#4002 -TIGARD, OR Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 148 25.5 60.87 na 149 25.5 54.42 na 150 25.5 54.4 na 151 25.5 54.4 na 152 25.5 54.41 na 153 25.5 54.44 na 154 25.5 54.81 na 155 27.5 54.18 na 156 27.5 60.37 na 157 25.5 61.47 na 158 25.5 51.45 na 159 27.5 48.74 na 160 27.5 8.1 36.66 na 49.04 0.6 80 7.0 161 27.5 8.1 35.66 na 48.37 0.6 80 7.0 162 27.5 8.1 35.23 na 48.08 0.6 80 7.0 163 27.5 8.1 35.14 na 48.02 0.6 80 7.0 164 27.5 8.1 35.16 na 48.03 0.6 80 7.0 165 27.5 8.1 35.41 na 48.2 0.6 80 7.0 166 27.5 8.1 36.14 na 48.69 0.6 80 7.0 167 27.5 56.75 na 168 25.5 59.08 na 169 25.5 51.45 na 170 27.5 48.74 na 171 27.5 8.1 36.63 na 49.03 0.6 80 7.0 172 27.5 8.1 35.63 na 48.35 0.6 80 7.0 173 27.5 8.1 35.2 na 48.06 0.6 80 7.0 174 27.5 8.1 35.12 na 48.0 0.6 80 7.0 175 27.5 8.1 35.13 na 48.01 0.6 80 7.0 176 27.5 8.1 35.38 na 48.18 0.6 80 7.0 177 27.5 8.1 36.11 na 48.67 0.6 80 7.0 178 27.5 56.65 na 179 25.5 58.98 na 180 25.5 51.46 na 181 27.5 48.76 na 182 27.5 8.1 36.7 na 49.07 0.6 80 7.0 183 27.5 8.1 35.7 na 48.4 0.6 80 7.0 184 27.5 8.1 35.27 na 48.11 0.6 80 7.0 185 27.5 8.1 35.19 na 48.05 0.6 80 7.0 186 27.5 8.1 35.21 na 48.06 0.6 80 7.0 187 27.5 8.1 35.46 na 48.23 0.6 80 7.0 188 27.5 8.1 36.19 na 48.73 0.6 80 7.0 189 27.5 56.91 na 1 190 25.5 59.24 na 191 25.5 53.41 na 192 27.5 51.92 na 193 27.5 8.1 45.93 na 54.9 0.6 80 7.0 194 27.5 8.1 45.79 na 54.81 0.6 80 7.0 195 27.5 8.1 45.8 na 54.82 0.6 80 7.0 196 27.5 8.1 46.06 na 54.98 0.6 80 7.0 197 27.5 58.15 na 198 25.5 59.87 na 199 25.5 54.46 na 200 25.5 54.85 na 201 27.5 54.22 na 202 27.5 60.62 na 203 25.5 61.73 na 204 25.5 54.47 na 205 25.5 54.87 na 206 27.5 54.26 na 207 27.5 60.9 na 208 25.5 62.02 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard TELGIAN Page 6 HD#4002 -TIGARD, OR Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 209 25.5 54.48 na 210 25.5 54.9 na 211 27.5 54.29 na 212 27.5 61.21 na 213 25.5 62.34 na 214 25.5 54.48 na 215 25.5 54.92 na 216 27.5 54.32 na 217 27.5 61.55 na 218 25.5 62.69 na 7 5.66 5.6 53.64 na 41.01 0.1 300 7.0 8 5.66 5.6 52.84 na 40.71 0.1 300 7.0 9 5.66 5.6 52.76 na 40.68 0.1 300 7.0 10 5.66 5.6 52.92 na 40.74 0.1 300 7.0 11 5.66 5.6 53.86 na 41.1 0.1 300 7.0 12 5.66 5.6 56.33 na 42.03 0.1 300 7.0 13 5.66 62.68 na 501 24.17 57.67 na 500 24.17 57.17 na FRR5 24.17 50.77 na FRR6 11.17 54.95 na 60 5.66 57.18 na The maximum velocity is 21.3 and it occurs in the pipe between nodes 12 and 13 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 TELGIAN Page 7 HD#4002 -TIGARD, OR Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn FR7 -68.39 1.682 0.0 7.500 51.793 K Factor= 5.60 to 120.0 0.0 0.0 0.0 FR8 -68.39 -0.1269 0.0 7.500 -0.952 Vel = 9.87 FR8 39.93 1.682 0.0 8.500 50.841 K Factor= 5.60 to 120.0 0.0 0.0 0.0 FR9 -28.46 -0.0251 0.0 8.500 -0.213 Vel = 4.11 FR9 39.85 1.682 0.0 9.500 50.628 K Factor= 5.60 to 120.0 0.0 0.0 0.0 FR10 11.39 0.0046 0.0 9.500 0.044 Vel = 1.64 FR10 39.86 1.682 0.0 7.500 50.672 K Factor= 5.60 to 120.0 0.0 0.0 0.0 FR11 51.25 0.0744 0.0 7.500 0.558 Vel = 7.40 FR11 40.08 1.682 0.0 8.500 51.230 K Factor= 5.60 to 120.0 0.0 0.0 0.0 FR12 91.33 0.2168 0.0 8.500 1.843 Vel = 13.19 FR12 40.80 1.682 T 9.9 7.000 53.073 K Factor= 5.60 to 120.0 0.0 9.900 0.0 FRR3 132.13 0.4293 0.0 16.900 7.255 Vel = 19.08 FRR3 147.54 4.26 E 13.167 13.000 60.328 to 120.0 0.0 13.167 -5.630 FRR4 279.67 0.0186 0.0 26.167 0.486 Vel = 6.30 FRR4 0.0 4.26 0.0 14.500 55.184 to 120.0 0.0 0.0 0.0 FRR2 279.67 0.0186 0.0 14.500 0.270 Vel = 6.30 FRR2 0.0 4.26 T 26.334 79.660 55.454 to 120.0 E 13.167 39.501 0.0 501 279.67 0.0186 0.0 119.161 2.218 Vel = 6.30 0.0 279.67 57.672 K Factor= 36.83 100 487.08 6.357 E 17.603 28.500 73.653 to 120.0 0.0 17.603 -10.611 50 487.08 0.0074 0.0 46.103 0.341 Vel = 4.92 50 0.0 6.357 3E 52.808 324.810 63.383 to 120.0 0.0 52.808 0.0 101 487.08 0.0074 0.0 377.618 2.792 Vel = 4.92 101 0.0 8.249 2E 42.282 242.360 66.175 to 120.0 T 41.108 88.088 11.611 * Fixed Loss= 1 BRR 487.08 0.0021 G 4.698 330.448 0.687 Vel = 2.92 Fsp 0.0 BRR 1334.88 8.249 E 21.141 5.170 78.473 Qa = 100.00 to 120.0 0.0 21.141 9.000 * Fixed Loss = 9 102 1821.96 0.0239 0.0 26.311 0.628 Vel = 10.94 102 400.00 8.27 E 28.468 46.000 88.101 Qa=400 to 140.0 0.0 28.468 0.866 TEST 2221.96 0.0256 0.0 74.468 1.906 Vel = 13.27 0.0 2221.96 90.873 K Factor= 233.09 BOR1 1234.88 8.249 0.0 1.500 78.456 to 120.0 0.0 0.0 0.0 BRR 1234.88 0.0113 0.0 1.500 0.017 Vel = 7.41 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 8 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 1234.88 78.473 K Factor= 139.40 103 1234.88 8.249 T 41.108 146.080 64.556 to 120.0 2E 42.282 88.088 11.178 * Fixed Loss= 1 BOR1 1234.88 0.0116 G 4.698 234.168 2.722 Vel = 7.41 Fsp 0.0 0.0 1234.88 78.456 K Factor= 139.42 103 -1234.88 6.357 E 17.603 16.920 64.556 to 120.0 0.0 17.603 0.0 104 -1234.88 -0.0413 0.0 34.523 -1.426 Vel = 12.48 104 63.98 6.357 0.0 10.000 63.130 to 120.0 0.0 0.0 0.0 105 -1170.9 -0.0375 0.0 10.000 -0.375 Vel = 11.84 105 62.47 6.357 0.0 10.000 62.755 to 120.0 0.0 0.0 0.0 106 -1108.43 -0.0339 0.0 10.000 -0.339 Vel = 11.20 106 61.10 6.357 0.0 10.000 62.416 to 120.0 0.0 0.0 0.0 107 -1047.33 -0.0304 0.0 10.000 -0.304 Vel = 10.59 107 59.88 6.357 0.0 10.000 62.112 to 120.0 0.0 0.0 0.0 108 -987.45 -0.0274 0.0 10.000 -0.274 Vel = 9.98 108 58.80 6.357 0.0 10.000 61.838 to 120.0 0.0 0.0 0.0 109 -928.65 -0.0244 0.0 10.000 -0.244 Vel = 9.39 109 159.08 6.357 0.0 10.000 61.594 to 120.0 0.0 0.0 0.0 110 -769.57 -0.0172 0.0 10.000 -0.172 Vel = 7.78 110 158.67 6.357 0.0 10.000 61.422 to 120.0 0.0 0.0 0.0 111 -610.9 -0.0112 0.0 10.000 -0.112 Vel = 6.18 111 158.39 6.357 0.0 10.000 61.310 to 120.0 0.0 0.0 0.0 112 -452.51 -0.0065 0.0 10.000 -0.065 Vel= 4.57 112 118.89 6.357 0.0 10.000 61.245 to 120.0 0.0 0.0 0.0 113 -333.62 -0.0037 0.0 10.000 -0.037 Vel = 3.37 113 55.95 6.357 0.0 9.670 61.208 to 120.0 0.0 0.0 0.0 114 -277.67 -0.0026 0.0 9.670 -0.025 Vel = 2.81 114 55.73 6.357 0.0 9.670 61.183 to 120.0 0.0 0.0 0.0 115 -221.94 -0.0018 0.0 9.670 -0.017 Vel = 2.24 115 55.57 6.357 0.0 9.670 61.166 to 120.0 0.0 0.0 0.0 116 -166.37 -0.0009 0.0 9.670 -0.009 Vel = 1.68 116 55.49 6.357 0.0 9.670 61.157 to 120.0 0.0 0.0 0.0 117 -110.88 -0.0005 0.0 9.670 -0.005 Vel = 1.12 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 9 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 117 55.45 6.357 0.0 9.670 61.152 to 120.0 0.0 0.0 0.0 118 -55.43 -0.0001 0.0 9.670 -0.001 Vel= 0.56 118 0.0 2.157 T 12.307 0.750 61.151 to 120.0 0.0 12.307 0.0 119 -55.43 -0.0257 0.0 13.057 -0.335 Vel= 4.87 119 0.0 2.157 E 6.153 2.000 60.816 to 120.0 0.0 6.153 -0.866 120 -55.43 -0.0256 0.0 8.153 -0.209 Vel= 4.87 120 0.0 2.157 2T 24.613 191.800 59.741 to 120.0 0.0 24.613 0.0 121 -55.43 -0.0256 0.0 216.413 -5.547 Vel= 4.87 121 0.0 2.157 E 6.153 2.000 54.194 to 120.0 0.0 6.153 0.866 122 -55.43 -0.0256 0.0 8.153 -0.209 Vel= 4.87 122 0.0 2.157 T 12.307 0.750 54.851 to 120.0 0.0 12.307 0.0 123 -55.43 -0.0257 0.0 13.057 -0.335 Vel= 4.87 123 0.0 6.357 0.0 9.670 54.516 to 120.0 0.0 0.0 0.0 124 -55.43 -0.0001 0.0 9.670 -0.001 Vel = 0.56 124 110.88 2.157 T 12.307 0.750 54.515 to 120.0 0.0 12.307 0.0 125 55.45 0.0257 0.0 13.057 0.335 Vel= 4.87 125 0.0 2.157 E 6.153 2.000 54.850 to 120.0 0.0 6.153 -0.866 126 55.45 0.0255 0.0 8.153 0.208 Vel = 4.87 126 0.0 2.157 2T 24.613 191.800 54.192 to 120.0 0.0 24.613 0.0 127 55.45 0.0256 0.0 216.413 5.550 Vel = 4.87 127 0.0 2.157 E 6.153 2.000 59.742 to 120.0 0.0 6.153 0.866 128 55.45 0.0256 0.0 8.153 0.209 Vel= 4.87 128 0.0 2.157 T 12.307 0.750 60.817 to 120.0 0.0 12.307 0.0 117 55.45 0.0257 0.0 13.057 0.335 Vel = 4.87 0.0 55.45 61.152 K Factor= 7.09 124 -110.88 6.357 0.0 9.670 54.515 to 120.0 0.0 0.0 0.0 129 -110.88 -0.0005 0.0 9.670 -0.005 Vel = 1.12 129 166.37 2.157 T 12.307 0.750 54.510 to 120.0 0.0 12.307 0.0 130 55.49 0.0257 0.0 13.057 0.336 Vel = 4.87 130 0.0 2.157 E 6.153 2.000 54.846 to 120.0 0.0 6.153 -0.866 131 55.49 0.0256 0.0 8.153 0.209 Vel= 4.87 131 0.0 2.157 2T 24.613 191.800 54.189 to 120.0 0.0 24.613 0.0 132 55.49 0.0257 0.0 216.413 5.557 Vel = 4.87 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 10 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 132 0.0 2.157 E 6.153 2.000 59.746 to 120.0 0.0 6.153 0.866 133 55.49 0.0256 0.0 8.153 0.209 Vel= 4.87 133 0.0 2.157 T 12.307 0.750 60.821 to 120.0 0.0 12.307 0.0 116 55.49 0.0257 0.0 13.057 0.336 Vel = 4.87 0.0 55.49 61.157 K Factor= 7.10 129 -166.37 6.357 0.0 9.670 54.510 to 120.0 0.0 0.0 0.0 134 -166.37 -0.0010 0.0 9.670 -0.010 Vel = 1.68 134 221.95 2.157 T 12.307 0.750 54.500 to 120.0 0.0 12.307 0.0 135 55.58 0.0258 0.0 13.057 0.337 Vel = 4.88 135 0.0 2.157 E 6.153 2.000 54.837 to 120.0 0.0 6.153 -0.866 136 55.58 0.0256 0.0 8.153 0.209 Vel= 4.88 136 0.0 2.157 2T 24.613 191.800 54.180 to 120.0 0.0 24.613 0.0 137 55.58 0.0258 0.0 216.413 5.574 Vel = 4.88 137 0.0 2.157 E 6.153 2.000 59.754 to 120.0 0.0 6.153 0.866 138 55.58 0.0258 0.0 8.153 0.210 Vel= 4.88 138 0.0 2.157 T 12.307 0.750 60.830 to 120.0 0.0 12.307 0.0 115 55.58 0.0257 0.0 13.057 0.336 Vel = 4.88 0.0 55.58 61.166 K Factor= 7.11 134 -221.94 6.357 0.0 9.670 54.500 to 120.0 0.0 0.0 0.0 139 -221.94 -0.0017 0.0 9.670 -0.016 Vel = 2.24 139 277.67 2.157 T 12.307 0.750 54.484 to 120.0 0.0 12.307 0.0 140 55.73 0.0259 0.0 13.057 0.338 Vel = 4.89 140 0.0 2.157 E 6.153 2.000 54.822 to 120.0 0.0 6.153 -0.866 141 55.73 0.0258 0.0 8.153 0.210 Vel = 4.89 141 0.0 2.157 2T 24.613 191.800 54.166 to 120.0 0.0 24.613 0.0 142 55.73 0.0259 0.0 216.413 5.602 Vel = 4.89 142 0.0 2.157 E 6.153 2.000 59.768 to 120.0 0.0 6.153 0.866 143 55.73 0.0259 0.0 8.153 0.211 Vel = 4.89 143 0.0 2.157 T 12.307 0.750 60.845 to 120.0 0.0 12.307 0.0 114 55.73 0.0259 0.0 13.057 0.338 Vel= 4.89 0.0 55.73 61.183 K Factor= 7.12 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 11 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 139 -277.67 6.357 0.0 9.670 54.484 to 120.0 0.0 0.0 0.0 144 -277.67 -0.0027 0.0 9.670 -0.026 Vel= 2.81 144 333.62 2.157 T 12.307 0.750 54.458 to 120.0 0.0 12.307 0.0 145 55.95 0.0261 0.0 13.057 0.341 Vel= 4.91 145 0.0 2.157 E 6.153 2.000 54.799 to 120.0 0.0 6.153 -0.866 146 55.95 0.0260 0.0 8.153 0.212 Vel = 4.91 146 0.0 2.157 2T 24.613 191.800 54.145 to 120.0 0.0 24.613 0.0 147 55.95 0.0261 0.0 216.413 5.644 Vel = 4.91 147 0.0 2.157 E 6.153 2.000 59.789 to 120.0 0.0 6.153 0.866 148 55.95 0.0261 0.0 8.153 0.213 Vel = 4.91 148 0.0 2.157 T 12.307 0.750 60.868 to 120.0 0.0 12.307 0.0 113 55.95 0.0260 0.0 13.057 0.340 Vel = 4.91 � 0.0 55.95 61.208 K Factor= 7.15 144 -333.62 6.357 0.0 10.000 54.458 to 120.0 0.0 0.0 0.0 149 -333.62 -0.0036 0.0 10.000 -0.036 Vel = 3.37 149 100.61 6.357 0.0 10.000 54.422 to 120.0 0.0 0.0 0.0 150 -233.01 -0.0019 0.0 10.000 -0.019 Vel = 2.36 150 179.91 6.357 0.0 10.000 54.403 to 120.0 0.0 0.0 0.0 151 -53.1 -0.0001 0.0 10.000 -0.001 Vel = 0.54 151 179.76 6.357 0.0 10.000 54.402 to 120.0 0.0 0.0 0.0 152 126.66 0.0006 0.0 10.000 0.006 Vel = 1.28 152 179.57 6.357 0.0 10.000 54.408 to 120.0 0.0 0.0 0.0 153 306.23 0.0031 0.0 10.000 0.031 Vel = 3.10 153 -247.43 2.157 T 12.307 0.750 54.439 to 120.0 0.0 12.307 0.0 154 58.8 0.0286 0.0 1.3.057 0.373 Vel = 5.16 154 0.0 2.157 E 6.153 2.000 54.812 to 120.0 0.0 6.153 -0.866 155 58.8 0.0286 0.0 8.153 0.233 Vel = 5.16 155 0.0 2.157 2T 24.613 191.800 54.179 to 120.0 0.0 24.613 0.0 156 58.8 0.0286 0.0 216.413 6.187 Vel = 5.16 156 0.0 2.157 E 6.153 2.000 60.366 to 120.0 0.0 6.153 0.866 157 58.8 0.0286 0.0 8.153 0.233 Vel= 5.16 157 0.0 2.157 T 12.307 0.750 61.465 to 120.0 0.0 12.307 0.0 108 58.8 0.0286 0.0 13.057 0.373 Vel = 5.16 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 12 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 58.80 61.838 K Factor= 7.48 151 -179.76 2.157 T 12.307 0.750 54.402 to 120.0 0.0 12.307 0.0 158 -179.76 -0.2259 0.0 13.057 -2.950 Vel = 15.78 158 0.0 2.157 E 6.153 2.000 51.452 to 120.0 0.0 6.153 -0.866 159 -179.76 -0.2261 0.0 8.153 -1.843 Vel = 15.78 159 0.0 2.157 T 12.307 41.180 48.743 to 120.0 0.0 12.307 0.0 160 -179.76 -0.2259 0.0 53.487 -12.085 Vel= 15.78 160 49.04 2.157 0.0 8.000 36.658 K Factor= 8.10 to 120.0 0.0 0.0 0.0 161 -130.72 -0.1252 0.0 8.000 -1.002 Vel= 11.48 161 48.37 2.157 0.0 8.000 35.656 K Factor= 8.10 to 120.0 0.0 0.0 0.0 162 -82.35 -0.0534 0.0 8.000 -0.427 Vel = 7.23 162 48.07 2.157 0.0 8.000 35.229 K Factor= 8.10 to 120.0 0.0 0.0 0.0 163 -34.28 -0.0105 0.0 8.000 -0.084 Vel = 3.01 163 48.02 2.157 0.0 8.000 35.145 K Factor= 8.10 to 120.0 0.0 0.0 0.0 164 13.74 0.0019 0.0 8.000 0.015 Vel= 1.21 164 48.03 2.157 0.0 8.000 35.160 K Factor= 8.10 to 120.0 0.0 0.0 0.0 165 61.77 0.0314 0.0 8.000 0.251 Vel = 5.42 165 48.20 2.157 0.0 8.000 35.411 K Factor= 8.10 to 120.0 0.0 0.0 0.0 166 109.97 0.0910 0.0 8.000 0.728 Vel = 9.66 166 48.70 2.157 T 12.307 102.620 36.139 K Factor= 8.10 to 120.0 0.0 12.307 0.0 167 158.67 0.1794 0.0 114.927 20.613 Vel = 13.93 167 0.0 2.157 E 6.153 2.000 56.752 to 120.0 0.0 6.153 0.866 168 158.67 0.1793 0.0 8.153 1.462 Vel = 13.93 168 0.0 2.157 T 12.307 0.750 59.080 to 120.0 0.0 12.307 0.0 110 158.67 0.1794 0.0 13.057 2.342 Vel = 13.93 0.0 158.67 61.422 K Factor= 20.25 150 -179.90 2.157 T 12.307 0.750 54.403 to 120.0 0.0 12.307 0.0 169 -179.9 -0.2263 0.0 13.057 -2.955 Vel= 15.80 169 0.0 2.157 E 6.153 2.000 51.448 to 120.0 0.0 6.153 -0.866 170 -179.9 -0.2263 0.0 8.153 -1.845 Vel= 15.80 170 0.0 2.157 T 12.307 41.180 48.737 to 120.0 0.0 12.307 0.0 171 -179.9 -0.2263 0.0 53.487 -12.102 Vel= 15.80 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 13 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 171 49.02 2.157 0.0 8.000 36.635 K Factor= 8.10 to 120.0 0.0 0.0 0.0 172 -130.88 -0.1256 0.0 8.000 -1.005 Vel= 11.49 172 48.35 2.157 0.0 8.000 35.630 K Factor= 8.10 to 120.0 0.0 0.0 0.0 173 -82.53 -0.0535 0.0 8.000 -0.428 Vel= 7.25 173 48.06 2.157 0.0 8.000 35.202 K Factor=8.10 to 120.0 0.0 0.0 0.0 174 -34.47 -0.0106 0.0 8.000 -0.085 Vel= 3.03 174 48.00 2.157 0.0 8.000 35.117 K Factor=8.10 to 120.0 0.0 0.0 0.0 175 13.53 0.0019 0.0 8.000 0.015 Vel= 1.19 175 48.01 2.157 0.0 8.000 35.132 K Factor= 8.10 to 120.0 0.0 0.0 0.0 176 61.54 0.0310 0.0 8.000 0.248 Vel= 5.40 176 48.18 2.157 0.0 8.000 35.380 K Factor= 8.10 to 120.0 0.0 0.0 0.0 177 109.72 0.0908 0.0 8.000 0.726 Vel= 9.63 177 48.67 2.157 T 12.307 102.620 36.106 K Factor= 8.10 to 120.0 0.0 12.307 0.0 178 158.39 0.1788 0.0 114.927 20.546 Vel = 1.3.91 178 0.0 2.157 E 6.153 2.000 56.652 to 120.0 0.0 6.153 0.866 179 158.39 0.1787 0.0 8.153 1.457 Vel = 13.91 179 0.0 2.157 T 12.307 0.750 58.975 to 120.0 0.0 12.307 0.0 111 158.39 0.1788 0.0 13.057 2.335 Vel = 13.91 0.0 158.39 61.310 K Factor= 20.2.3 152 -179.57 2.157 T 12.307 0.750 54.408 to 120.0 0.0 12.307 0.0 180 -179.57 -0.2255 0.0 13.057 -2.944 Vel= 15.77 180 0.0 2.157 E 6.153 2.000 51.464 to 120.0 0.0 6.153 -0.866 181 -179.57 -0.2256 0.0 8.153 -1.839 Vel = 15.77 181 0.0 2.157 T 12.307 41.180 48.759 to 120.0 0.0 12.307 0.0 182 -179.57 -0.2255 0.0 53.487 -12.061 Vel= 15.77 182 49.07 2.157 0.0 8.000 36.698 K Factor=8.10 to 120.0 0.0 0.0 0.0 183 -130.5 -0.1250 0.0 8.000 -1.000 Vel= 11.46 183 48.40 2.157 0.0 8.000 35.698 K Factor= 8.10 to 120.0 0.0 0.0 0.0 184 -82.1 -0.0530 0.0 8.000 -0.424 Vel = 7.21 184 48.10 2.157 0.0 8.000 35.274 K Factor= 8.10 to 120.0 0.0 0.0 0.0 185 -34.0 -0.0104 0.0 8.000 -0.083 Vel = 2.99 185 48.05 2.157 0.0 8.000 35.191 K Factor= 8.10 to 120.0 0.0 0.0 0.0 186 14.05 0.0021 0.0 8.000 0.017 Vel = 1.23 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 14 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 186 48.07 2.157 0.0 8.000 35.208 K Factor= 8.10 to 120.0 0.0 0.0 0.0 187 62.12 0.0316 0.0 8.000 _ 0.253 Vel= 5.45 187 48.23 2.157 0.0 8.000 35.461 K Factor= 8.10 to 120.0 0.0 0.0 0.0 188 110.35 0.0916 0.0 8.000 0.733 Vel = 9.69 188 48.73 2.157 T 12.307 102.620 36.194 K Factor= 8.10 to 120.0 0.0 12.307 0.0 189 159.08 0.1802 0.0 114.927 20.712 Vel= 13.97 189 0.0 2.157 E 6.153 2.000 56.906 to 120.0 0.0 6.153 0.866 190 159.08 0.1802 0.0 8.153 1.469 Vel = 13.97 190 0.0 2.157 T 12.307 0.750 59.241 to 120.0 0.0 12.307 0.0 109 159.08 0.1802 0.0 13.057 2.353 Vel = 13.97 0.0 159.08 61.594 K Factor= 20.27 149 -100.62 2.157 T 12.307 0.750 54.422 to 120.0 0.0 12.307 0.0 191 -100.62 -0.0772 0.0 13.057 _ -1.008 Vel= 8.83 191 0.0 2.157 E 6.153 2.000 53.414 to 120.0 0.0 6.153 -0.866 192 -100.62 -0.0773 0.0 8.153 -0.630 Vel= 8.83 192 0.0 2.157 T 12.307 65.180 51.918 to 120.0 0.0 12.307 0.0 193 -100.62 -0.0772 0.0 77.487 -5.984 Vel = 8.83 193 54.90 2.157 0.0 8.000 45.934 K Factor= 8.10 to 120.0 0.0 0.0 0.0 194 -45.72 -0.0179 0.0 _ 8.000 -0.143 Vel = 4.01 194 54.81 2.157 0.0 8.000 45.791 K Factor= 8.10 to 120.0 0.0 0.0 0.0 195 9.09 0.0009 0.0 8.000 0.007 Vel = 0.80 195 54.82 2.157 0.0 8.000 45.798 K Factor= 8.10 to 120.0 0.0 0.0 0.0 196 63.91 0.0334 0.0 8.000 0.267 Vel= 5.61 196 54.98 2.157 T 12.307 102.620 46.065 K Factor= 8.10 to 120.0 0.0 12.307 0.0 197 118.89 0.1051 _ 0.0 114.927 12.084 Vel= 10.44 197 0.0 2.157 E 6.153 2.000 58.149 to 120.0 0.0 6.153 0.866 198 118.89 0.1051 0.0 8.153 0.857 Vel = 10.44 198 0.0 2.157 T 12.307 0.750 59.872 to 120.0 0.0 12.307 0.0 112 118.89 0.1052 0.0 13.057 1.373 Vel = 10.44 0.0 118.89 61.245 K Factor= 15.19 153 247.42 6.357 0.0 10.000 54.439 to 120.0 0.0 0.0 0.0 199 247.42 0.0021 0.0 10.000 0.021 Vel = 2.50 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 15 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 199 -187.54 2.157 T 12.307 0.750 54.460 to 120.0 0.0 12.307 0.0 200 59.88 0.0296 0.0 13.057 0.386 Vel = 5.26 200 0.0 2.157 E 6.153 2.000 54.846 to 120.0 0.0 6.153 -0.866 201 59.88 0.0296 0.0 8.153 0.241 Vel = 5.26 201 0.0 2.157 2T 24.613 191.800 54.221 to 120.0 0.0 24.613 0.0 202 59.88 0.0296 0.0 216.413 6.397 Vel = 5.26 202 0.0 2.157 E 6.153 2.000 60.618 to 120.0 0.0 6.153 0.866 203 59.88 0.0297 0.0 8.153 0.242 Vel= 5.26 203 0.0 2.157 T 12.307 0.750 61.726 to 120.0 0.0 12.307 0.0 107 59.88 0.0296 0.0 13.057 0.386 Vel = 5.26 0.0 59.88 62.112 K Factor= 7.60 199 187.55 6.357 0.0 10.000 54.460 to 120.0 0.0 0.0 0.0 204 187.55 0.0013 0.0 10.000 _ 0.013 Vel = 1.90 204 -126.45 2.157 T 12.307 0.750 54.473 to 120.0 0.0 12.307 0.0 205 61.1 0.0307 0.0 13.057 0.401 Vel = 5.36 205 0.0 2.157 E 6.153 2.000 54.874 to 120.0 0.0 6.153 -0.866 206 61.1 0.0307 0.0 8.153 0.250 Vel = 5.36 206 0.0 2.157 2T 24.613 191.800 54.258 to 120.0 0.0 24.613 0.0 207 61.1 0.0307 0.0 216.413 6.641 Vel = 5.36 207 0.0 2.157 E 6.153 2.000 60.899 to 120.0 0.0 6.153 0.866 208 61.1 0.0308 0.0 8.153 0.251 Vel = 5.36 208 0.0 2.157 T 12.307 0.750 62.016 to 120.0 0.0 12.307 0.0 106 61.1 0.0306 0.0 13.057 0.400 Vel = 5.36 0.0 61.10 62.416 K Factor= 7.73 204 126.45 6.357 0.0 10.000 54.473 to 120.0 0.0 0.0 0.0 209 126.45 0.0006 0.0 10.000 0.006 Vel= 1.28 209 -63.98 2.157 T 12.307 0.750 54.479 to 120.0 0.0 12.307 0.0 210 62.47 0.0319 0.0 13.057 0.417 Vel = 5.48 210 0.0 2.157 E 6.153 2.000 54.896 to 120.0 0.0 6.153 -0.866 211 62.47 0.0320 0.0 8.153 0.261 Vel= 5.48 211 0.0 2.157 2T 24.613 191.800 54.291 to 120.0 0.0 24.613 0.0 212 62.47 0.0320 0.0 216.413 6.919 Vel = 5.48 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 16 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C, or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 212 0.0 2.157 E 6.153 2.000 61.210 to 120.0 0.0 6.153 0.866 213 62.47 0.0320 0.0 8.153 0.261 Vel= 5.48 213 0.0 2.157 T 12.307 0.750 62.337 to 120.0 0.0 12.307 0.0 105 62.47 0.0320 0.0 13.057 0.418 Vel = 5.48 0.0 62.47 62.755 K Factor= 7.89 209 63.98 6.357 0.0 10.000 54.479 to 120.0 0.0 0.0 0.0 214 63.98 0.0002 0.0 10.000 0.002 Vel = 0.65 214 0.0 2.157 T 12.307 0.750 54.481 to 120.0 0.0 12.307 0.0 215 63.98 0.0334 0.0 13.057 0.436 Vel = 5.62 215 0.0 2.157 E 6.153 2.000 54.917 to 120.0 0.0 6.153 -0.866 216 63.98 0.0334 0.0 8.153 0.272 Vel= 5.62 216 0.0 2.157 2T 24.613 191.800 54.323 to 120.0 0.0 24.613 0.0 217 63.98 0.0334 0.0 2. 16.413 7.232 Vel = 5.62 217 0.0 2.157 E 6.153 2.000 61.555 to 120.0 0.0 6.153 0.866 218 63.98 0.0334 0.0 8.153 0.272 Vel= 5.62 218 0.0 2.157 T 12.307 0.750 62.693 to 120.0 0.0 12.307 0.0 104 63.98 0.0335 0.0 13.057 0.437 Vel = 5.62 0.0 63.98 63.130 K Factor= 8.05 7 -57.71 1.682 0.0 8.660 53.641 K Factor= 5.60 to 120.0 0.0 0.0 0.0 8 -57.71 -0.0927 0.0 8.660 -0.803 Vel = 8.33 8 40.71 1.682 0.0 8.160 52.838 K Factor= 5.60 to 120.0 0.0 0.0 0.0 9 -17.0 -0.0097 0.0 8.160 -0.079 Vel= 2.45 9 40.67 1.682 0.0 9.000 52.759 K Factor= 5.60 to 120.0 0.0 0.0 0.0 10 23.67 0.0178 0.0 9.000 0.160 Vel= 3.42 10 40.74 1.682 0.0 8.250 52.919 K Factor= 5.60 to 120.0 0.0 0.0 0.0 11 64.41 0.1137 0.0 8.250 0.938 Vel = 9.30 11 41.10 1.682 0.0 8.750 53.857 K Factor= 5.60 to 120.0 0.0 0.0 . 0.0 12 105.51 0.2831 0.0 8.750 2.477 Vel= 15.23 12 42.03 1.682 T 9.9 2.160 56.334 K Factor= 5.60 to 120.0 0.0 9.900 0.0 13 147.54 0.5265 0.0 12.060 6.349 Vel = 21.30 13 0.0 4.26 0.0 5.500 62.683 to 120.0 0.0 0.0 -2.386 FRR3 147.54 0.0056 0.0 5.500 0.031 Vel = 3.32 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams TELGIAN Page 17 HD#4002 -TIGARD, OR Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 147.54 60.328 K Factor= 19.00 501 487.08 4.26 2E 26.334 96.500 57.672 to 120.0 0.0 26.334 9.602 100 487.08 0.0519 0.0 122.834 6.379 Vel = 10.96 0.0 487.08 73.653 K Factor= 56.76 500 207.41 4.26 T 26.334 20.170 57.174 to 120.0 0.0 26.334 0.0 501 207.41 0.0107 0.0 46.504 0.498 Vel= 4.67 0.0 207.41 57.672 K Factor= 27.31 FRR5 207.41 2.635 T 16.474 24.750 50.765 to 120.0 2E 16.474 32.948 0.0 500 207.41 0.1111 0.0 57.698 6.409 Vel = 12.20 0.0 207.41 57.174 K Factor= 27.43 FR7 108.69 1.682 T 9.9 0.660 51.793 to 120.0 0.0 9.900 0.0 FRR6 108.69 0.2991 0.0 10.560 3.159 Vel= 15.69 FRR6 98.72 2.635 0.0 13.000 54.952 to 120.0 0.0 0.0 -5.630 FRR5 207.41 0.1110 0.0 13.000 1.443 Vel = 12.20 0.0 207.41 50.765 K Factor= 29.11 7 98.72 1.682 T 9.9 4.250 53.641 to 120.0 0.0 9.900 0.0 60 98.72 0.2503 0.0 14.150 3.542 Vel = 14.25 60 0.0 2.635 0.0 5.500 57.183 to 120.0 0.0 0.0 -2.386 FRR6 98.72 0.0282 0.0 5.500 0.155 Vel = 5.81 0.0 98.72 54.952 K Factor= 13.32 Computer Programs by Hydratec Inc. Revision: 50.52.1 Worldwide www.tyco-fire.com ttica Contacts Model EC-25 (CMDA and CMSA Applications) 25.2 (360) K-factor (360) Upright Sprinkler Extended Coverage General storage and non-storage applica- tions.When used in conformance with Description applicable FM Global Property Loss p Prevention Data Sheets, the Model o, . 0i The TYCO Model EC-25, Extended EC-25 Upright Sprinkler provides low „ Coverage 25.2K Upright Sprinkler hydraulic demand,the spacing advan- is a UL Listed, standard response, tages of extended coverage, and the extended coverage Control Mode obstruction benefits of an upright , it , ; Density Area (CMDA) sprinkler for sprinkler. storage applications. It is also FM For more information on applica- Approved as a quick response, tions and benefits of the Model EC-25 extended coverage CMDA sprinkler Upright Sprinkler, refer to the available and as a Control Mode Specific Appli- White Papers at www.tyco-fire.com. --: cation (CMSA) sprinkler, as well as FM Approved for storage and non-stor- NOTICE age applications. The Model EC 25 Upright Sprinklers Technical When used in accordance with described herein must be installed Data National Fire Protection Association and maintained in compliance with this (NFPA) 13, smoke vents and draft cur- document, as well as with the applica- Approvals tains are not required as specified in the ble standards of the NFPA, in addition UL and C-UL Listed:CMDA 2015 edition of the International Building to the standards of any other authori- (Standard Response) Code(IBC)and International Fire Code ties having jurisdiction.Failure to do so (IFC)for CMSA sprinklers with an RTI of may impair the performance of these FM Approved:se) and CMSA 50 or less and a design of 12 or fewer devices. (Quick Response) sprinklers. NYC Approved under MEA 355-01-E The owner is responsible for main- These sprinklers offer a maximum coy- taining their fire protection system Approvals only apply to the service condi- erage area of 196 ft2 (18,2 m2), which and devices in proper operating con- tions indicated in the Design Criteria section. is almost double the area offered by dition. Contact the installing contrac- Finish standard coverage sprinklers used for tor or sprinkler manufacturer with any Natural Brass similar applications. questions. Physical Characteristics The Model EC-25 Upright Sprinklers Frame Brass comply with the criteria for the pro- Sprinkler Deflector Copper tection of retail stores as described in Compression Screw Stainless Steel NFPA 13. Identification Strut MONEL MONEL Where the FM Approval is utilized, the Link Assembly Solder,Nickel Model EC-25 Upright Sprinkler has Number (SIN) Button Brass Sealing Assembly. Beryllium Nickel w/TEFLON successfully undergone full-scale fire testingat FM Global for ceiling-only Refer to Table A for sprinkler identifica- Ejection Spring INCONEL g y tion number. Deflector Nut Brass Response Time Index(RTI) IMPORTANT Less than or equal to 50(m-s)0.5 Refer to Technical Data Sheet Additional Technical Data TFP2300 for warnings pertaining to Refer to Table A for additional techni- regulatory and health information. cal data. Always refer to Technical Data Sheet TFP700 for the "INSTALLER Operation WARNING" that provides cautions The fusible link assembl with respect to handling and instal- y is com lation of sprinkler systems and com- prised of two link halves that are joined ponents. Improper handling and together by a thin layer of solder.When installation can permanently damage the rated temperature is reached, the a sprinkler system or its compo- solder melts and the two link halves nents and cause the sprinkler to fail separate,allowing the sprinkler to acti- to operate in a fire situation or cause vate and flow water. it to operate prematurely. Page 1 of 4 AUGUST 2018 TFP213 TFP213 Page 2 of 4 3 10 TEMPERATURE 2-9/16" DIA. RATING (65,0 mm) Alk 2 — 1- Frame ,-- 11@ `� 1 2- Deflector !iI li ' /\�� A ����n ill I I f -rii�_ 1- I ii III -� �- h I i 3- Compression Screw 4- Hook 4 3-3/4" 5- Strut II I I-- 5 (95,3 mm) 6- Link Assembly I\I 7- Button , 6 .� 9/16" 8- Gasketed Spring Plate �� - a1 . • . (14,3 mm) 9- Ejection Spring 87.6921_ 9 = WRENCH =— NOMINAL 10- Deflector Nut 1 N FLATS MAKE-IN •ISO 7-R1 pipe thread can be , 8 provided on special request. di 7 / 1 1" NPT* FIGURE 1 MODEL EC-25 UPRIGHT SPRINKLER,25.2K EXTENDED COVERAGE Design Item Description Criteria Sprinkler Identification Number(SIN) TY9128 K-factor(gpm/psi)(Ipm/bar) 25.2 gpm/psi'/ (362,9 Ipm/bar') UL and C-UL Listing Criteria165°F Rating°F(°C) 165°F 74°C NFPA 13,Chapters 12 thru 20- 212°F(100°C) Density/Area Design Thread Size 1 in.NPT or ISO 7-R 1 The TYCO Model EC-25 Extended Sprinkler Orientation Upright Coverage Upright Sprinklers (TY9128) are UL and C-UL Listed for installa- Maximum Working Pressure,psi(bar) 175 psi(12,1 bar) tion in accordance with the extended TABLE A coverage upright spray sprinkler MODEL EC-25 UPRIGHT SPRINKLER requirements of NFPA 13 or other appli- TECHNICAL DATA cable NFPA standards when used in conjunction with the following • Minimum distance between sprin- normally associated with high guidelines: klers is 8 ft (2,44 m). temperature sprinklers. As such, • Protection of extra hazard and high- • Minimum flow requirement is based the Model EC-25 Upright Sprinklers piled storage occupancies whereonare listed storage sprinklers having area/density design criteria are the design density applied over the actual coverage area per a K-factor greater than 11.2 (161,4) provided. sprinkler. For example,when: and having ordinary and interme- diate temperature ratings of 165°F • Unobstructed or non-combustible A sprinkler spacing is 14 ft x 12ft-6in. or 74°C and 214°F or 101°C.Conse- obstructed construction. (4,3 m x 3,8 m) or 175 ft2 (16,3 m2), quently, the Model EC-25 Sprin- • Model EC-25 Sprinklers, having and the design density is 0.6 gpm/ft2 klers, in accordance with NFPA 13, been specifically tested and Listed (24,4 mm/min), the sprinkler design may be used in conjunction with the for non-combustible obstructed flow rate is 105 gpm (397 Lpm) and density curves for high temperature construction, are suitable for use the required design pressure is sprinklers. within trusses or bar joists having 17.4 psi(1,2 bar). • NFPA obstruction rules for Extended non-combustible web members • The minimum clearance between Coverage Sprinklers must be utilized. greater than 1 in. (25,4 mm) when the deflector and the top of storage applying the 4 times obstructionSystem Type is 36 in. (0,9 m). For clearances of criteria rule defined under"Obstruc- 36 in. (0,9 m) up to 48 in. (1,21 m), Wet pipe, dry pipe, and pre-action tions to Sprinkler Discharge Pattern the minimum design pressure is systems are acceptable. Development." 22 psi (1,52 bar). For clearances FM Approval Criteria • Maximum coverage area per of 48 in. (1,21 m) and greater, the sprinkler is 196 ft2(18,2 m2). minimum design pressure is estab- FM Loss Prevention Data Sheets lished by the minimum flow require- 2-0,3-26,and 8-9 • Maximum distance between sprin- ment. However, the pressure can TYCO Model EC-25 Extended Cover- klers is 15 ft (4,6 m) when the never be less than 7 psi (0,5 bar). age 25.2K Upright Sprinklers(TY9128) coverage area does not exceed are FM Approved to be utilized in accor- 144 ft2(13,4 m2), and the maximum • Ordinary and intermediate temper- dance with the following guidelines. distance between sprinklers is ature rated Model EC-25 Upright 14 ft (4,3 m) when the coverage Sprinklers have been investigated Application area does not exceed 196 ft2 for use in high-piled storage occu- The Model EC-25 Extended Coy- (18,2 m2). pancies at the hydraulic demand erage Upright Sprinklers are TFP213 Page 3 of 4 Storage Type NFPA FM Global Sprinkler Type CMDA CMDA/CMSA Response Type SR QR System Type Wet/Dry/Preaction Wet Temperature Rating°F(°C) 165°F(74°C) 165°F(74°C) 212°F(100°C) 212°F(100°C) Open Frame(i.e.,no solid shelves),Single,Double,Multiple- Row,or Portable Rack Storage of Class I-IV and Group A or Refer to NFPA 13 Refer to FM 2-0 and 8-9 B Plastics Solid Pile or Palletized Storage of Class I-IV and Group A or Refer to NFPA 13 Refer to FM 2-0 and 8-9 B Plastics Idle Pallet Storage Refer to NFPA 13 Refer to FM 2-0,8-9,and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM 2-0 and 8-3 Roll Paper Storage Refer to NFPA 13 Refer to FM 8-21 (Refer to the Standard) Flammable/Ignitable Liquid Storage Refer to NFPA 30 Refer to FM 7-29 (Refer to the Standard) Aerosol Storage Refer to NFPA 30B Refer to FM 7-31 (Refer to the Standard) Automotive Components in Portable Racks Refer to NFPA 13 N/A (Control mode only;refer to the Standard) N/A—Not Applicable TABLE B MODEL EC-25 UPRIGHT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW FM Approved ceiling-level Storage 100 ft2(9,3 m2).The maximum distance NFPA 13-Alternative System Sprinklers for storage occupancy between sprinklers is 14 ft(4,3 m).The Design (CMSA) Criteria hazards and other similar high heat minimum distance between sprinklers The TYCO Model EC 25 Extended Cov release type fires. When compared is 10 ft(3,05 m). erage Upright Sprinklers(TY9128)have with other FM Approved Storage Sprin- Note: When a wall or obstruction successfully undergone large-scale klers, the Model EC-25 Upright Sprin- makes a minimum spacing of 10 ft fire tests at FM Global to comply with kler provides low hydraulic demand, (3,05 m)impossible,consult FM Global the current edition of NFPA 13.As such, the spacing advantages of extended Property Loss Prevention Data Sheet NFPA 13 may be utilized for design coverage, and the FM Global obstruc- 2.0 for applicable guidelines, options with the Model EC-25 Upright tion benefits of an upright sprinkler. Sprinkler Location Sprinklers for providing ceiling-only Model EC-25 Upright Sprinklers should Locate sprinklers with respect to protection. be used in conformance with applica- the ceiling/roof in accordance with This allows for the protection of Pallet- ble FM Global Property Loss Preven- FM Global Property Loss Prevention ized,Single, Double,and Multiple Row tion Data Sheets. Data Sheet 2.0. Open Racks. Protection is up to 30 ft Hydraulic Design (9,1 m) of Cartoned, Unexpanded To determine the hydraulic design for Group A Plastic Commodities in a the Model EC-25 Upright Sprinkler refer OFbstructions ollow the obstruction requirements maximum 35 ft (11 m) ceiling Ion- to the applicable FM Global Property as detailed in FM Global Property Loss dition with extended spacing up to Loss Prevention Data Sheet. Prevention Data Sheet 2.0. 196 ft2 (18,2 m2). This protection is System Type Other Details delivered while maintaining very rea- Wet pipe systems only All other design details should be in sonable flow and pressure require- accordance with FM Global Property ments. Pipe sizes as well as water Sprinkler Spacing Loss Prevention Data Sheet 2.0 as well supply requirements can now be kept The maximum coverage area per as any other applicable FM Global Data to a minimum when compared to other sprinkler is 196 ft2 (18,2 m2). The Sheet. design methods for high piled storage minimum coverage area per sprinkler is challenges. TFP213 Page 4 of 4 Installation Inspection, testing, and maintenance must be performed as indicated below WRENCH The TYCO Model EC-25 Extended and in accordance with the local RECESS Coverage 25.2K Upright Sprinklers are requirements and/or national codes. to be installed in accordance with this Any impairment must be immediately section. corrected. N ,�� Damage to the fusible Link Assembly The owner is responsible for the inspec- tion,during installation can be avoided by tion, testing, and maintenance of their um !fll��++ fire protection system and devices in =I� handling the sprinkler using only the compliance with this document,as well frame arms and the appropriate sprin- °FITTING SIDE" kler wrench. Do not grip or apply any as with the applicable standards of any TOWARDS SPRINKLER �� authorities having jurisdiction.Contact force to the fusible Link Assembly. the installing contractor or product FITTING Damaged sprinklers must be replaced manufacturer with any questions. immediately. A leak-tight 1 in. NPT sprinkler joint Automatic sprinkler systems are rec- FIGURE 2 should be obtained by applying a ommended to be inspected, tested, W-TYPE 1 minimum-to-maximum torque of and maintained by a qualified Inspec- SPRINKLER WRENCH 20 to 30 lb-ft(26,8 to 40,2 N•m).Higher tion Service in accordance with local levels of torque may distort the sprin- requirements and/or national codes. When used in accordance with kler inlet with consequent leakage or NFPA 13, smoke vents and draft cur- impairment of the sprinkler. Limited tains are not required as specified in the Note:Install the Model EC-25 Upright 2015 edition of the International Building Sprinkler in the upright position. Warranty Code(IBC)and International Fire Code (IFC)for CMSA sprinklers with an RTI of Step 1. With pipe thread sealant For warranty terms and conditions,visit 50 or less and a design of 12 or fewer applied,hand-tighten the sprinkler into www.tyco-fire.com. sprinklers. the sprinkler fitting. Do not apply any Construction Type force to the Link Assembly,and handle Ordering the Model EC-25 Upright Sprinkler only In accordance with NFPA 13 for by the Frame arms. Procedure Extended Coverage Sprinklers for High Piled Storage. Step 3. Wrench-tighten the Model Contact your local distributor for avail- EC-25Obstruction Criteria Upright Sprinkler using only the ability.When placing an order,indicate Follow Sections 8.8.5.1, "Extended W-Type 1 fully engaging Wrench(Ref. gF) the the full product description and part Coverage Obstruction Guidelines for 2) and by fully (seating) the number(P/N). Sprinkler Discharge Pattern Develop- wrench on the sprinkler wrench flats. ment"; 8.12.5.2 and 8.12.5.3, "ESFR Step 4. After installation, inspect the Sprinkler Assemblies Obstruction Criteria," for obstructions Link Assembly of each Model EC-25 Specify:Model EC-25 Extended Cover that prevent the pattern from reaching Upright Sprinkler for damage. In par- (specifyage 25.2K Upright Sprinklers(TY9128), the hazard below. ticular, verify that the Link Assembly Ntur I rass finish,e temperature rating), (specify):with Exception: When using Model EC 25 and Hook are positioned as illustrated in Figure and that the Link Assembly 12°F(74°C) 15 EC-25 Upright Sprinkler, any con- has not been bent, creased, orforced 2 (100°C) P/N 58-450-1-24 tinuous obstruction 4 in. (100 mm) or out of its normal position in any way. Special Order less shall be permitted to be ignored Damaged sprinklers must be replaced p in accordance with NFPA 13, section g p p Sprinkler Assemblies with immediately. ISO 7-R 1 Thread Connection 21.5.3.2.3. Specify:Model EC-25 Extended Cover- Deflector Distance below Ceiling Care and age 25.2K Upright Sprinklers(TY9128) Follow NFPA 13, Section 8.8.4 for with ISO 7-R 1 thread connection, allowed deflector distances below Maintenance (specify temperature rating), with ceiling. Natural Brass finish, P/N(specify): Clearance to Storage The TYCO Model EC-25 Extended Cov- 165°F(74°C) P/N 58-451-1-165 Minimum 36 in.(0,9 m)from the deflec- erage 25.2K Upright Sprinklers must be 212°F(100°C) P/N 58-451-1-214 tor to the top of storage required. maintained and serviced in accordance with this section. Sprinkler Wrench Maximum Distance Before closing a fire protection system Specify W-Type 1 Sprinkler Wrench, between Sprinklers P/N 56-872-1-025 (4,3 m) main control valve for maintenance 1work on the fire protection system Minimum Distance that it controls, obtain permission to between Sprinklers shut down the affected fire protection 10 ft(3,0 m) system from the proper authorities and notify all personnel who may be affected by this decision. 1400 Pennbrook Parkway,Lansdale,PA 194461 Telephone+1-215-362-0700 {� /'11'� 02018 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision date and are subject to change without notice. i Johnson NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; MONEL and INCONEL are registered trademarks of Special Metals Corporation; Controls TEFLON is a registered trademark of DuPont Worldwide www tyco-fire.com ticii Contacts Series TY-FRB, 5.6 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General NOTICE . The TYCO Series TY FRB Sprinklers ""�'"==.. Description described herein must be installed and maintained in compliance with �" The TYCO Series TY-FRB,5.6 K-factor, this document, as well as with the Upright (TY313) and Pendent (TY323) applicable standards of the National __ Sprinklers described in this data sheet Fire Protection Association,in addition f Zan I are quick response,standard coverage, to the standards of any other authori- , - decorative 3 mm glass bulb-type spray ties having jurisdiction.Failure to do so sprinklers designed for use in light or may impair the performance of these ordinary hazard,commercial occupan- devices. imet4=.cies such ; ping mallsas banks, hotels, and shop- The owner is responsible for main- . taining their fire protection system The recessed version of the Series and devices in proper operating con- TY-FRB Pendent Sprinkler, where dition. Contact the installing contrac- applicable, is intended for use in areas tor or product manufacturer with any with a finished ceiling. This recessed questions. pendent sprinkler uses one of the following: Sprinkler 4 • A two-piece Style 15 Recessed f Escutcheon with recessed adjust- Identification 4t 000# ment up to 5/8 inch (15,9 mm)from ~ the flush pendent position. Number (SIN) ii • A two-piece Style 20 Recessed TY313 Upright 5.6K, 1/2""NPT ' Escutcheon with recessed adjust- TY323 Pendent 5.6K, 1/2""NPT �' ment up to 1/2 inch (12,7 mm)from the flush pendent position. Technical The adjustment provided by the Operation Recessed Escutcheon reduces the Data accuracy to which the fixed pipe drops The glass bulb contains a fluid which to the sprinklers must be cut. Approvals expands when exposed to heat.When Intermediate level versions of Series Refer to Table A the rated temperature is reached, the TY-FRB Sprinklers are described in Maximum Working Pressure fluid expands sufficiently to shatter the Technical Data Sheet TFP357. Sprin- 175 psi(12.1 bar) glass bulb, allowing the sprinkler to kler guards and shields are described 250 psi(17.2 bar)* activate and water to flow. in Technical Data Sheet TFP780. •The maximum working pressure of 250 psi(17.2 bar) Design ries, applies to the listing by Underwriters Laborato- ries,Inc.(UL). Discharge Coefficient Criteria K=5.6 GPM/psi1/2(80,6 LPM/bar's=) The TYCO Series TY-FRB,5.6 K-factor, Temperature Rating Upright (TY313) and Pendent (TY323) IMPORTANT Refer to Table A Sprinklers are intended for fire protec- Always refer to Technical Data Finishes tion systems designed in accordance Sheet TFP700 for the "INSTALLER Sprinkler:Refer to Table B with the standard installation rules WARNING" that provides cautions recognized by the applicable Listing or with respect" tot provides and instal- Recessed Escutcheon:White Coated, Approval agency handling Black Coated,Chrome Plated,or Brassg Y (such as, UL Listing lation of sprinkler systems and corn- Plated is13, and FMon A the requirements oaisbased of on the ponents. Improper handling and and Approval the installation can permanently damage Physical Characteristics requirements of FM's Loss Prevention a sprinkler system or its compo- Frame Bronze Data Sheets).Only the Style 15 or Style nents and cause the sprinkler to fail Button Brass/Copper 20 Recessed Escutcheon is to be used to operate in a fire situation or cause Sealing Assembly...Stainless Steel w/TEFLON for recessed pendent installations. Bulb Glass to operate prematurely. Compression Screw Bronze Deflector Bronze Page 1 of 4 FEBRUARY 2018 TFP172 TFP172 Page 2 of 4 Components: *Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector. can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2" 7/16"(11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 6* Q7-ili% ai I`� ° I1�7/-TrT1T1� N -I mor_______ -------- / 5 'm—! 7/16" Y _ NIOMINAL T `'■ c 4 I Irmo 2 IJ I, R MAKE-IN (50,8 mm) I 2 ,0_ 2„ \I] ��/ 1-3/8" �� 3 6 (50,8 mm) (34,9 mm) �_� WRENCH 1 / _ FLATS 1/2" NPT** DEFLECTOR* ---- 2-7/8" (73,0 mm)DIA. - CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT(TY313)AND PENDENT(TY323)SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE L. Installation Step 2. With pipe-thread sealant applied to the pipe threads, hand- The TYCO Series TY-FRB,5.6 K-factor, tighten the sprinkler into the sprinkler WRENCH RECESS Upright (TY313) and Pendent (TY323) fitting. (USE ONLY Sprinklers must be installed in accor Step 3. Tighten the sprinkler into the ^� END "A') dance with this section. sprinkler fitting using only the W-Type General Instructions 6 Sprinkler Wrench(Figure 2).With ref- FIGURE 2 Do not install any bulb-type sprinkler erence to Figure 1,apply the W-Type 6 W-TYPE 6 if the bulb is cracked or there is a loss Sprinkler Wrench to the wrench flats. SPRINKLER WRENCH of liquid from the bulb. With the sprin- Torque sprinklers 7 to 14 ft.-lbs.(9,5 to kler held horizontally,a small air bubble 19,0 Nm). should be present.The diameter of the Recessed Pendent Sprinklers WRENCH air bubble is approximately 1/16 inch The Series TY-FRB Recessed Pendent RECESS (1,6 mm)for the 135°F(57°C)and 3/32 Sprinklers must be installed in accor- inch(2,4 mm) °F(141°C)tem- dance with the following instructions. �� btained by applying a � perature ratings. / Step A. After installing the Style 15 A leak-tight 1/2for the inch286 NPT sprinkler or Style 20 Mounting Plate over the joint should be osprinkler threads,and with pipe-thread minimum to maximum torque of 7 to 14 sealant applied to the pipe threads, ft.-lbs. (9,5 to 19,0 Nm). Higher levels hand-tighten the sprinkler into the `�� of torque can distort the sprinkler Inlet sprinkler fitting. with consequent leakage or impairment PUSH WRENCH of the sprinkler. Step B. Tighten the sprinkler into the IN TO ENSURE Do not attempt to compensate for sprinkler fittingusingonly the W-Type ENGAGEMENT insufficient adjustment in the Escutch- 73)Recesrsed Sprintkler u Wrenchl,apply(Figure WITH SPRINKLER eon Plate byunder-or over-tightening W. ypeh 7 Recessed Figure l the WRENCHING AREA g g W-Type 7 Sprinkler Wrench the sprinkler. Re-adjust the position of to the sprinkler wrench flats. Torque FIGURE 3 the sprinkler fitting to suit. sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 W-TYPE 7 RECESSED Upright and Pendent Sprinklers Nm). SPRINKLER WRENCH The Series TY-FRB Upright and Step C. After ceiling installation and Pendent Sprinklers must be installed finishing, slide on the Style 15 or Style in accordance with the following 20 Closure over the Series TY-FRB instructions. Sprinkler and push the Closure over the Step 1.Install Pendent sprinklers in the Mounting Plate until its flange comes in pendent position. Install upright sprin- contact with the ceiling. klers in the upright position. TFP172 Page 3 of 4 Care and 2-7/8" DIA. _ (73,0 mm) Maintenance 2-1/4" DIA. _ _ The TYCO Series TY-FRB,5.6 K-factor, FACE OF ~ (57,2 mm) Upright (TY313) and Pendent (TY323) SPRINKLER Sprinklers must be maintained and ser- FITTING 5/8" (15,9 mm) viced in accordance with this section. + 1 _ FLUSH Before closing a fire protection system 3/8±5/16" =1 �' 1 main control valve for maintenance (9,5±7,9 mm) , a r work on the fire protection system } / \al_ that it controls, obtain permission to yip 1/8" shut down the affected fire protection MOUNTING SURFACE (3,2 mm) systems from the proper authorities and notify all personnel who may be CLOSURE SERIES MOUNTING 1 3/8" (34,9 affected by this action. mm) TY-FRB PLATE 3/4" (19,1 mm) Absence of the outer piece of an escutcheon, which is used to cover FIGURE 4 a clearance hole, can delay sprinkler SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY(TY323) operation in a fire situation. WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 The owner must assure that the sprin- klersRECESSED ESCUTCHEON are not used for hanging any objects and that the sprinklers are only 2-7/8" DIA. cleaned by means of gently dusting (73,0 mm) with a feather duster; otherwise, non- FACE OF operation in the event of a fire or inad- SPRINKLER 2-1/4" DIA. vertent operation may result. FITTING (57,2 mm) Sprinklers which are found to be 5/16±1/4" leaking or exhibiting visible signs of (7,9±6,4 mm) 1/2"(12,7 mm) corrosion must be replaced. mm, FLUSH Automatic sprinklers must never be + = 1'; , , painted, plated, coated, or other- ` I wise altered after leaving the factory. f / --� , Modified sprinklers must be replaced. MOUNTING IlP 1/8" Sprinklers that have been exposed to SURFACE (3,2 mm) corrosive products of combustion, but have not operated,should be replaced I if they cannot be completely cleaned CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) by wiping the sprinkler with a cloth or TY-FRB PLATE 7/8" (22,2 mm) by brushing it with a soft bristle brush. FIGURE 5 Care must be exercised to avoid SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY(TY323) damage to the sprinklers before, WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 during, and after installation. Sprin- RECESSED ESCUTCHEON klers damaged by dropping, striking, wrench twist/slippage,or the like,must - Recessed Escutcheon be replaced. Also, replace any sprin- Limited Specify: Style 15 Recessed Escutch- kler that has a cracked bulb or that has eon with(specify")finish,P/N(specify") lost liquid from its bulb. (Ref. Installa- Warranty a Specify: St ecessed Escutch- tion Section.) For warranty terms and conditions,visit eon with(specifle y)finish, P/N(specify") The owner is responsible for the www.tyco-fire.com. Refer to Technical Data Sheet TFP770 inspection,testing,and maintenance of their fire protection system and devices Ordering Sprinkler Wrench in compliance with this document, as Specify: W-Type 6 Sprinkler Wrench, well as with the applicable standards Procedure P/N 56-000-6-387 of the National Fire Protection Asso- Specify: W-Type 7 Sprinkler Wrench, ciation (e.g., NFPA 25), in addition to Contact your local distributor for avail- P/N 56-850-4-001 the standards of any other authorities ability.When placing an order,indicate having jurisdiction. Contact the install- the full product name and Part Number ing contractor or product manufacturer (P/N). with any questions. Sprinkler Assemblies with NPT Automatic sprinkler systems are rec- Thread Connections ommended to be inspected, tested, Specify: Series TY-FRB Upright or and maintained by a qualified Inspec- Pendent (specify) Sprinkler, SIN tion Service in accordance with local (specify), K=5.6, Quick Response, requirements and/or national codes. (specify) temperature rating, (specify) finish, P/N(specify, refer to Table A). TFP172 Page 4 of 4 SPRINKLER FINISH(See Note 7) K TYPE TEMPERATURE BULB LIQUID NATURAL CHROME POLYESTERD FACTOR COLOR BRASS PLATED 135°F(57°C) Orange UPRIGHT 155°F(68°C) Red (TY313) and 175°F(79°C) Yellow 1,2,3,4,5,6 PENDENT (TY323) 200°F(93°C) Green 5.6 286°F(141°C) Blue 1/2"NPT 135°F ) Orange e 9 RECESSED 155°F(68°C) Red PENDENT 1,2,3,4 (TY323) 175°F(79°C) Yellow Figures 4a and 5b 200°F(93°C) Green Notes: 1. Listed by Underwriters Laboratories,Inc.,(UL)as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories,Inc.,for use in Canada(C-UL)as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. VdS Approved(For details,contact TYCO Fire Protective Products,Enschede,Netherlands,Tel.31-53-428-4444/Fax 31-54-428-3377.) 6. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)as Quick Response Sprinklers. 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. a. Installed with Style 15(1/2"NPT)5/8"Total Adjustment Recessed Escutcheon,as applicable. b. Installed with Style 20(1/2"NPT)1/2"Total Adjustment Recessed Escutcheon,as applicable. c. Frame and Deflector only.Listings and approvals apply to color(Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS FOR 5.6 K-FACTOR SPRINKLERS P/Na77 — XXX — X — XXX SIN SPRINKLER TEMPERATURE FINISH RATINGS • 370 5.6K UPRIGHT(1/2""NPT) TY313 • 1 NATURAL BRASS 135 135°F(57°C) 371 5.6K PENDENT(1/2""NPT) TY323 3 PURE WHITE(RAL9010)a 155 155°F(68°C) POLYESTER Notes: SIGNAL WHITE(RAL9003) a. Use suffix"I"for ISO 7-1 connection;for example, 4 POLYESTER 175 175°F(79°C) 77-370-4-175-I 5 JET BLACK(RAL9005) 200 200°F(93°C) POLYESTER 9 CHROME PLATED 286 286°F(141°C) Notes: a. Eastern Hemisphere sales only TABLE B SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 1400 Pennbrook Parkway,Lansdale,PA 194461 Telephone+1-215-362-0700 02018 Johnson Controls.All rights reserved.All specifications and other Information shown were current as of document revision date and are subject to change without notice. Johnson NATIONAL FIRE PROTECTION ASSOCIATION and NEPA are registered trademarks of National Foe Protection Association; Controls TEFLON Is a registered trademark of DuPont Seismic Bracing Fig. 825- Bar Joist Sway Brace Attachment To Steel ®TOLCO Size Range: One size accommodates all C fa US Fig.900 Series sway brace attachments. Maximum Horizontal Design Load 2015 lbs (8.96kN). LISTED Material: Steel Function: To attach sway bracing and hanger assemblies , co to steel members. - n. Features: This product's design incorporates a concentric ��i 3/$„ attachment point which is critical to the performance of `` till 118.5) structural seismic connections. NFPA 13 indicates the / importance of concentric loading of connections and 4a d I fasteners. Permits secure non-friction connection without ®! mac drilling or welding. Unique design reinforces point of connection to joist. Break off head 3l ir' set bolt design assures verification of proper installation torque(min.31 ft:lbs.). to W e Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada(cUL). 'TO For FM Approval information refer to page 57. Set Bolts&Hardware Installation Instructions: Fig. 825 is the structural attachment component Included of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe"and a TOLCO"braced pipe" attachment, to form a complete bracing assembly. NFPA 13 guidelines should be followed. Maximum Design Load 2015 lbs.)8.96kN1 To Install: Place the Fig. 825 on the steel beam,tighten the cone point set bolts until heads break off. Attach other TOLCO transitional attachment fitting, Fig.980, UL Listed as Hanger Attachment for 910, 909, or any other TOLCO approved transitional fitting.Transitional fitting 6"(15omm)Pipe at Maximum Spacing attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electro-Galvanized and HDG Approx.Wt./100: 247.5 Lbs. (112.2kg) Order By: Figure number and finish Shown with Fig.910 US Patent#6,098,942, Canada Patent#2,286,659 ©4 Fig. Fig. 1000 '\ 825 May pivot in any / k 1 ----- — .:.an•:. direction (25.4mm) 1/2" Bolt&Nut `� Furnished Side View Top View Fig.825 Shown with �e Fig.910 Max. 0 �_�� Fig.980 l� 6"1152x. Bar joist shown attached Fig.825 I-Beam .4mm) ®� to various roof material • 0 Fig. 1000 �� �hown with ' G Brace J L Fig.910 <1E ),____ ) May pivot in any / direction Le: `• Front View Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line 56 Fire Protection Solutions Seismic Bracing Fig.825- Bar Joist Sway Brace Attachment To Steel tyroLco Size Range: One size accommodates all Fig.900 Series sway brace attachments. APPROVED Material: Steel "` Function: To attach sway bracing and hanger assemblies ,,,, ;, r as_ �` 3I ' to steel members. i ' - `� SII ts.51 Features: This product's design incorporates a concentric �a;3 I .� rr attachment point which is critical to the performance of ®R �0 structural seismic connections. NFPA 13 indicates the C .. ��� �l importance of concentric loading of connections and E ��� fasteners. Permits secure non-friction connection without I ,*- drilling or welding. Unique design reinforces point of connection to joist. Break off head set bolt design assures verification of proper Set Bolts&Hardware installation torque (min. 31 ft.-lbs.). Included Approvals: Approved by Factory Mutual Engineering(FM). For UL Listed information refer to page 56. - - — — —"—.� Top View Installation Instructions: Fig. 825 is the structural attachment component /--- of a longitudinal or lateral sway brace assembly. It is intended to be combined — — —ii _EL IL_—_—___ with a TOLCO transitional attachment, "bracing pipe"and a TOLCO"braced pipe" -FF- ------�_ ' I • ------� attachment, to form a complete bracing assembly. NFPA 13 guidelines should be 1„ �_ _ _ _l__J / _______j followed. IMB (25.4mm) 1°� 1/2" Bolt&Nut To Install: Place the Fig. 825 on the steel beam, tighten the cone point set bolts Furnished until heads break off.Attach other TOLCO transitional attachment fitting, Fig. 980, 910, 909, or any other TOLCO approved transitional fitting.Transitional fitting Fig.825 � ;-r. attachment can pivot for adjustment to proper brace angle. '� r�:t a_ Finish: Plain, Electro-Galvanized and HDG Fig.980--,.., •,"., 80 (1 Approx.Wt./100: 247.5 Lbs. (112.2kg) 41;0'4Fig.825 ., . „ ` Order By: Figure number and finish 'r'a8?'.' US Patent#6,098,942, Fig.980 --_� 11; Canada Patent#2,286,659 " I > Designed to meet or exceed Fig. 1000 ' ♦. requirements of FM DS 2-8. Side View r FM Approved design loads are based Fig.4L .� Fig.825- on ASD design method. :kriQi • Fig.980 IIS I! .00141 0 ,. de Fig. 1001 A FM Approved Design Loads 300-440 450-590 600-740 750-900 lbs./(kN) lbs./(kN) lbs./(kN) lbs./(kN) Fig.825 Maximum Lateral-Parallel to 990 1360 1670 1860 • iii vFig.980 3/8"Thick Flange Structural Member (4.40) (6.05) (7.43) (8.27) 0 e. II i ®� Longitudinal I-Beam • L Maximum Perpendicular to 460 630 770 860 r ,%. 3/8"Thick Flange Structural Member (2.04) (2.80) (3.42) (3.82) 0 ' Brace Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line,except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 57 B-Line b P i:Tall Seismic Bracing Fig. 828 - Universal Sway Brace Attachment to Steel pToLco Size Range: One size accommodates all Fig. 900 Series sway brace c41) US attachments. Fits from 3/s" (9.4mm)to 7/8" (22.2mm)thick steel structure. For thicknesses less than 3/8" (9.4mm) refer to Fig. 825 and Fig. 825A. LISTED Material: Steel Cone Point ;ct� Set Bolts A Function: To attach sway bracing to various types of steel structural members. x;,.� � Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, \`�1 Set Bolts welded steel trusses, etc.. Secures brace to structure either across or along the tigt� �` Included beam. Break off set bolts allow for visual verification of proper installation torque. • \1 Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada (cUL). `°'�� For FMA Approval refer information i n o at o re er to page 59. Installation Instructions: The Fig. 828 is the structural attachment .,-,:-...„4 Cone Point component of a longitudinal or lateral sway brace assembly. It is intended Set Bolt B to be combined with a TOLCO transitional attachment, "bracing pipe"and a TOLCO _, , "braced pipe"attachment to form a complete bracing assembly. NFPA 13 guidelines UL Horizontal Design Load should be followed. Maximum Design Load Across Beam To Install: Place the Fig. 828 on the flange of the beam,truss, or girder. Be sure the 2015 lbs.(8.96kN) attachment is fully engaged to the rear of the opening.Tighten the cone point Maximum Design Load Along Beam set bolts (A) until the heads break off.Tighten the cone point set bolt(B) until the head breaks off. Remove the flange nut from set bolt(B). Install a TOLCO swivel 2015 lbs.(8.96kN) fitting (Fig.980, 910, 909, or any other TOLCO approved transitional fitting). Use flange nut to secure the swivel fitting. Finish: Plain or Electro-Galvanized Approx.Weight/100: 275 Lbs. (124.7kg) u.N.,,,........4..... ii! 'r Order By: Figure number and finish Patent#6,098,942, #8,534,625 ' Canada Patent#2,286,659 Patent Pending .- -. .4 ,. , , , Beam,truss, Beam,truss,or girder or girder Fig.828 n_ o .--- i----J I. eL L Fig.828 Shown with �� May pivot in any ,� Fig.980 , direction S, Shown with Fig.980 Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line,except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. 13-Line All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. by v.tm 58 Fire Protection Solutions Seismic Bracing Fig.828 - Universal Sway Brace Attachment to Steel ®TOLCQ Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from 3/8" (9.4mm)to 7/8" (22.2mm)thick steel structure. For APPROVED thicknesses less than 3/8" (9.4mm) refer to Fig. 825. Material: Steel Cone Point ,cX Set Bolts A Function: To attach sway bracing to various types of steel structural members. b Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, ` Set Bolts welded steel trusses, etc.. Secures brace to structure either across or along the ` Included beam. Break-off set bolts allow for visual verification of proper installation torque. s Approvals: Factory Mutual Approved (FM). °44� For UL Listed information refer to page 58. Installation Instructions: The Fig. 828 is the structural attachment :0 Cone Point component of a longitudinal or lateral sway brace assembly. It is intended Set Bolt B to be combined with a TOLCO transitional attachment, "bracing pipe"and a TOLCO "braced pipe"attachment to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig.828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening.Tighten the cone point set bolts (A) until the heads break off.Tighten the cone point set bolt(B) until the head breaks off. Remove the flange nut from set bolt(B). Install a TOLCO swivel fitting Fig. 980 or any other TOLCO approved transitional fitting). Use flange nut to secure the swivel fitting. Finish: Plain or Electro-Galvanized Approx.Weight/100: 275 Lbs. (124.7kg) kimonvoi: IrTigs- Order By: Figure number and finish Patent#6,098,942, #8,534,625 Canada Patent#2,286,659 Patent Pending Designed to meet or exceed requirements of FM DS 2-8. FM Approved Allowable Horizontal Load* With Brace Perpendicular To Beam Brace Angle(degrees from vertical) 300-440 450-590 60°-74° 750-900 1570 2220 1210 700 Beam,truss, Beam,truss,or girder (6.98kN) (9.87kN) (5.38kN) (3.11kN) or girder Fig.828 FM Approved Allowable Horizontal Load* With Brace Parallel To Beam Fig.828 �� May pivot in any IL Brace Angle(degrees from vertical) Shown with ,�, direction it Fig.980 30°-44° 45°-59° 60°-74° 75°-90° Shown with Fig.980 690 970 1210 1330 (3.07kN) (4.31kN) (5.38kN) (5.91kN) FM Approved design loads are based on ASD design method. Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line,except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Bi-Line Fire Protection Solutions 59 by E:TlN eiratica Fig. 980 - Universal Swivel Sway Brace Attachment c®us e — One size fits bracingBsp APPROVED Size Range pipe 1"thru 2",TOLCO 12 gauge channel, and all structural steel up to 1/4"thick. Component of State of Material — Carbon Steel California OSHPD Approved Seismic Restraints System Function — Multi-functional attachment to structure or braced pipe fit- ting. Features — This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic con- kW/ nections. NFPA 13 (2010)9.3.5.8.4 indicates clearly that fastener table Now load values are based only on concentric loading. Mounts to any sur- face angle. Break off bolt head assures verification of proper installation. Installation — The Fig.980 is the structural or transitional attach- ment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the"bracing pipe" and TOLCO "braced 111110'1 pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a com- I ti plete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install — Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off.Attachment can pivot for adjustment to proper brace angle. A own% Approvals — Underwriters Laboratories Listed in the USA(UL) and . Canada(cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Officeof Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note — The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2002, Fig. 4A, Fig. 4B or Fig. 4L Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National FireJ Protection Association (NFPA) �``� Finish — Plain ((N Note — Available in Electro-Galvanized finish. Order By — Figure number and finish. I I' Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, -Y_- Pat. #7,669,806 Dimensions•Weights *Available with hole sizes to accommodate up to 3/4"fastener. Max.Design Max.Design Consult factory. A B H* Load Lbs. Load Lbs.** Approx. —The loads listed are axial loads on the brace.The horizontal load (cUlus) (FM) Wt./100 capacity, H,of the brace is: H=F x sin 0,where 0 is the installation angle measured from the vertical. 51/4 1'/8 17/32 2015 2800 132 Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line,except that,in addition to the other exclusions from Cooper B-Line's warranty,Cooper B-Line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. COOPER B-LINE 1375 Sampson Ave•Corona,CA 92879•800.786.5266•FAX:951.737.0330 www.tolco.com COOPER B-Line Seismic Bracing Fig. 1001 - Sway Brace Attachment ®TOLCO Size Range: Pipe size to be braced: 1"(25mm)thru 8" (200mm) IPS. Pipe size used for bracing: 1" (25mm)and 11/4" (32mm)Schedule 40 IPS. APPROVED Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig.900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. �\ Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. ; y Set Bolts Comes assembled and ready for installation. Fig. 1001 has built-in Included visual verification of correct installation. See installation note below. la. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out.A minimum of 1"(25mm)pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Approved by Factory Mutual Engineering(FM). For UL Listed information refer to page 70. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes , and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1"(25mm)or 11/4"(32mm)) ,and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly.To ensure performance, the FM Approval requires that Fig. 1001 must be used only with other TOLCO bracing products. Designed to meet or exceed requirements of FM DS 2-8. Design Load-For Sch.7,Sch.10,&Sch.40 Pipe Pipe Part Number&Approx.Wt./100 Allowable Horizontal Capacity(Ibf)Per Installation 1,2.3 Size 1"(24mm)Brace Pipe 11/4"(32mm)Brace Pipe 30°-44° 450-59° 600-74° 750-90° in. (mm) Lbs. (kg) Lbs. (kg) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) 1" (25) 1001-1 X 1 100.0 (45.3) 1001-1 X 11/4 118.0 (53.5) 1800 (8.00) 2550 (11.34) 3120 (13.88) 3490 (25.52) 11/4"(32) 1001-11/4 X 1 100.0 (45.3) 1001-11/4 X 11/4 114.0 151.7) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 11/2"(40) 1001-11/2 X 1 100.0 (45.3) 1001-11/z X 11/4 115.0 (52.1) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 2" (50) 1001-2 X 1 108.0 (49.0) 1001-2 X 11/4 121.0 (54.9) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 21/2"165) 1001-21/2 X 1 138.6 (62.8) 1001-21/2 X 11/4 160.4 (72.7) 800 (3.56) 1130 (5.02) 1380 (6.14) 1540 (6.85) 3" (80) 1001-3 X 1 147.2 (66.7) 1001-3 X 11/4 168.7 176,5) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) 4" (100) 1001-4 X 1 160.9 (73.0) 1001-4 X 11/4 182.4 (82.7) 850 (3.781 1200 (5.34) 1470 (6.54) 1640 (7.29) 6" (150) 1001-6 X 1 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 8" (200) 1001-8 X 1 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 510 (2.271 730 (3.25) 890 (3.96) 990 (4.40) 1 FM Approved when used with 1 or 11/4 inch NPS Schedule 40 GB/T 3091,EN 10255H,or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as"Schedule 7".These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/T 3092,EN 10255M and H,or JIS G3454,FM Approved Thinwall, or Schedule 40 steel pipes. Note:See UL load ratings in UL Listed Design Load chart shown under drawing. 1_0 nal Nmtry 110.1 • wpip All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 71 by