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Specifications p 0o441 DELTA FIRE PROTECTION CONTRACTORS 14195 S.W. 72nd, POEM OR 97224 (503)620-4024 Hydratec Inc. Route 111 Windham NH 03087 Job Name : 72nd Ave Building . Location : 13535 SW 72nd AVE System : 1 Contract : 00-0568 Data File : SECOND-F.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 2 72nd Ave Date 101000 Hydraulic Design Information Sheet Name - 72nd Ave OFFICE BUILDING Date - 10-10-2000 Location - 13535 SW 72nd AVE Building - System No. - 1 Contractor - DELTA FIRE Contract No. - 00-0568 Calculated By - NATHAN CAMERON Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 9'-0" Occupancy - LIGHT HAZ. S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - 0.1 (X) Wet Make RELIABLE D Area Per Sprinkler - 400 ( ) Dry Model F1-EC E Elevation at Highest Outlet - 23 ( ) Deluge Size 3/4" S Hose Allowance - Inside - ( ) Preaction K-Factor 8.0 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 304.43 Press Requirei - 75.419 At Test Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 9-28-2000 Cap. - T Time of Test - 10:50am Rated Cap.- Elev.- E Static Press - 90 @ Press - R Residual Press - 43 Elev. - 0 Well Flow - 829.2 Proof Flow S Elevation - 0 U P Location - SW CHERRY ST. P L Source of Information - FLOW TEST Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Pa'_ atized % Rack M ( ) Single Row ( ) Conven. Pallet ( Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clea ince:Storage to Ceiling A Longitudinal Tran verse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 3 72nd Ave Date 101000 City Water Supply: Pump Data: Cl-Static Pressure: 90 PSI C2-Residual Pressure: 43 PSI C2-Residual Flow: 829 GPM 150 - D1-Elevation: 9. 961 PSI 140 - D2-System Flow:204.43 GPM D2-System Pressure: 75.419 PSI Hose ( Adj City ) :0 GPM 130 - Hose ( Demand ) : 100 GPM D3-System Demand:304 .43 GPM P 120 - Safety Margin: 7.215 PSI R 110 E 100 - .'1 S 90 80 D2 U 70 R 60 • 50 C2 40 30 20 10 ® ')1 100 200 300 400 500 600 700 800 900 FLOW ( N ^ 1.85 ) i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 4 72nd Ave Date 101000 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow ✓ 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 5 72nd Ave Date 101000 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 O 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 ✓ 3.5 4.3 5 6.8 w 10.3 X 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 ✓ 8.5 10 13 W 13.1 31.8 35.8 27.4 X 21 25 33 Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydrates Page 6 72nd Ave Date 101000 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. DR1 23 8 25 na 40 .1 400 25 101 23 42.72 na 7 23 36.38 na 20 23 43.37 na 19 23 43.16 na 101 23 42.72 na 17 23 43.3 na 4 23 35.18 na 3 23 34.26 na D 23 K = K @ DR2 33.4 na 42.09 E 23 K = K @ DR2 33.4 na 42.1 13 23 41.81 na 6 23 35.67 na 5 23 36.34 na 15 23 42.55 na 2 23 34.96 na 4 23 35.18 na 6 23 35.67 na 8 23 35.96 na 10 23 36.03 na 9 23 36.73 na 21 23 42.96 na 22 23 43.32 na 20 23 43.37 na 18 23 43.43 na 2 23 34.96 na 1 23 32.63 na A 23 K = K @ DR2 30.44 na 40.19 B 23 K = K @ DR2 30.16 na 40 C 23 K = K @ DR2 30.25 na 40.06 11 23 41.33 na 12 23 42.26 na 14 23 42.44 na 16 23 42.9 na 23 23 43.89 na 102 23 45.96 na 103 23 48.28 na TOR 23 56.17 na BOR 0 68.31 na BF1 0 68.35 na BF2 0 75.35 na TEST 0 75.42 na 100 The maximum velocity is 14.85 and it occurs in the pipe between nodes DR1 and DR2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 7 72nd Ave Date 101000 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn DR1 40.00 1.049 2E 2.000 2.000 25.000 K Factor = 8.0 to 120 1T 5.000 9.000 DR2 40.00 0.4691 11.000 5.160 Vel = 14.849 40.00 30.160 K Factor = 7 .28 101 -36.59 1.78 4T 13.043 157.000 42.721 to 120 52.174 7 -36.59 -0.0303 209.174 -6.336 Vel = -4.718 7 1.78 1T 13.043 1.000 36.385 to 120 13.043 8 -36.59 -0.0303 14.043 -0.425 Vel = -4.718 -36.59 35.960 K Factor = -6. 10 20 -17.62 1.78 2T 13.043 1.000 43.368 to 120 26.087 19 -17 .62 -0.0078 27.087 -0.212 Vel = -2.272 19 1.78 lE 6.522 49.000 43.156 to 120 6.522 101 -17.62 -0.0078 55.522 -0.435 Vel = -2.272 101 36.59 1.78 lE 6.522 45.000 42.721 to 120 1T 13.043 19. 565 17 18.97 0.0090 64.565 0.580 Vel = 2.446 17 1.78 1T 13.043 1.000 43.301 to 120 13.043 18 18.97 0.0090 14.043 0.126 Vel = 2.446 18.97 43.427 K Factor = 2.88 4 -38.92 1.78 2T 13.043 1.000 35.182 to 120 26.087 3 -38.92 -0.0340 27.087 -0.920 Vel = -5.018 3 1.78 25.500 34.262 to 120 D -38.92 -0.0340 25.500 -0.866 Vel = -5.018 D 42.09 1.78 20.000 33.397 K Factor @ node DR2 to 120 E 3.17 0.0004 20.000 0.007 Vel = 0.409 E 42.10 1.78 1E 6.522 154.500 33.403 K Factor @ node DR2 to 120 2T 13.043 32.609 13 45.27 0.0449 187.109 8.403 Vel = 5.837 13 1.78 1T 13.043 1.000 41.805 to 120 13.043 14 45.27 0.0449 14.043 0.631 Vel = 5.837 45.27 42.436 K Factor = 6. 95 6 32.90 1.78 2T 13.043 1.000 35.668 to 120 26.087 5 32.90 0.0249 27.087 0.674 Vel = 4 .242 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 8 72nd Ave Date 101000 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 5 1.78 3E 6.522 203.990 36.342 to 120 2T 13.043 45.652 15 32.90 0.0249 249.642 6.212 Vel = 4.242 15 1.78 1T 13.043 1.000 42.555 to 120 13.043 16 32.90 0.0249 14 .043 0.349 Vel = 4.242 32.90 42.904 K Factor = 5.02 2 64 .28 2.703 20.000 34.958 to 120 4 64.28 0.0113 20.000 0.225 Vel = 3.594 4 38.92 2.703 18.000 35.182 to 120 6 103.20 0.0269 18.000 0.485 Vel = 5.770 6 -32.90 2.703 21.990 35.668 to 120 8 70.30 0.0133 21.990 0.292 Vel = 3.931 8 -36.59 2.703 20.000 35.959 to 120 10 33.71 0.0034 20.000 0.068 Vel = 1.885 10 1.78 2T 13.043 1.000 36.027 to 120 26.087 9 33.71 0.0260 27 .087 0.705 Vel = 4.346 9 1.78 3T 13.043 200.000 36.732 to 120 39.130 21 33.71 0.0260 239.130 6.224 Vel = 4.346 21 1.78 1T 13.043 1.000 42.955 to 120 13.043 22 33.71 0.0261 14 .043 0.366 Vel = 4.346 22 2.703 14 .000 43.321 to 120 20 33.71 0.0034 14 .000 0.048 Vel = 1.885 20 17.61 2.703 8.000 43.368 to 120 18 51.32 0.0074 8.000 0.059 Vel = 2.869 18 18.98 2.703 1T 18.651 16.160 43.428 to 120 18.651 23 70.30 0.0132 34 .811 0.461 Vel = 3.931 70.30 43.889 K Factor = 10.61 2 -64.28 1.78 2T 13.043 1.000 34 .958 to 120 26.087 1 -64 .28 -0.0859 27 .087 -2.327 Vel = -8.288 1 1.78 25.500 32.631 to 120 A -64.28 -0.0859 25.500 -2.191 Vel = -8.288 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wdratec Page 9 72nd Ave Date 101000 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn A 40.19 1.78 20.000 30.440 K Factor @ node DR2 to 120 B -24.09 -0.0140 20.000 -0.280 Vel = -3.106 B 40.00 1.78 14 .000 30.160 K Factor @ node DR2 to 120 C 15.91 0.0065 14 .000 0.091 Vel = 2.051 C 40.06 1.78 2E 6.522 140.500 30.251 K Factor @ node DR2 to 120 1T 13.043 26.086 11 55.97 0.0665 166.586 11.078 Vel = 7.216 11 1.78 1T 13.043 1.000 41.328 to 120 13.043 12 55.97 0.0665 14 .043 0.934 Vel = 7.216 12 2.703 20.000 42.262 to 120 14 55.97 0.0087 20.000 0.174 Vel = 3.129 14 45.26 2.703 18.000 42.436 to 120 16 101.23 0.0260 18.000 0.468 Vel = 5.660 16 32.91 2.703 1T 18.651 3.830 42.904 to 120 18.651 23 134 .14 0.0438 22.481 0.985 Vel = 7.500 23 70.29 2.703 lE 9.325 12.310 43.889 to 120 9.325 102 204 .43 0.0955 21.635 2.066 Vel = 11.430 102 2.703 lE 9.325 15.000 45.955 I to 120 9.325 103 204.43 0.0955 24 .325 2.323 Vel = 11.430 103 2.703 2T 18.651 35.958 48.279 to 120 lE 9.325 46.626 TOR 204.43 0.0955 82.584 7.888 Vel = 11.430 TOR 2.703 1B 10.880 12.000 56.167 to 120 10.880 9.961 BOR 204 .43 0.0955 22.880 2.185 Vel = 11.430 BOR 6.16 1L 12.911 15.000 68.314 to 140 12.911 BF1 204.43 0.0013 27.911 0.036 Vel = 2.201 BF1 6. 16 0.100 68.350 to 140 7.000 Fixed loss = 7 BF2 204.43 0.100 Vel = 2.201 BF2 6.16 1T 43.037 10.000 75.350 to 140 43.037 TEST 204 .43 0.0013 53.037 0.069 Vel = 2.201 100.00 Qa = 100.00 304.43 75.419 K Factor = 35.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087