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Specifications (2) • ety /CC( dvg3 DELT FIRE, INC. FIRE PROTECTION CONTRACTORS 14795 S,Y1,12nd, PORIIAIID, OR 91724 (503) 620-4020 Hydratec Inc. Route 111 Windham NH 03087 Job Name : TIGARD CORPORATE CENTER Building : B Location : 12259 S.W. 69TH System : 1 Contract : 99 -9813 Data File : TCC- PIPI.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hdratec Page 2 TIGARD CORPORATE CENTER Date 091499 Hydraulic Design Information Sheet Name - TIGARD CORPORATE CENTER Date - 091499 Location - 12259 S.W. 69TH Building - B System No. - 1 Contractor - Contract No. - 99 -9813 Calculated By - Drawing No. - FP3 Construction: ( ) Combustible (X) Non - Combustible Ceiling Height - N/A Occupancy - LIGHT HAZARD 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 ( ) Wet Make RELIABLE D Area Per Sprinkler - 400 ( ) Dry Model F -1 EC E Elevation at Highest Outlet - 27.5 ( ) Deluge Size 3/4" S Hose Allowance - Inside - ( ) Preaction K- Factor 8 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 341.41 Press Required - 82.298 At Test Summary C- Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 95 @ Press - R Residual Press - 74 Elev. - 0 Well Flow - 1154 Proof Flow S Elevation - U P Location - P L Source of Information - Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled $ Palletized $ 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 Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 3 TIGARD CORPORATE CENTER Date 091499 City Water Supply: Pump Data: C1- Static Pressure: 95 PSI C2- Residual Pressure: 74 PSI C2- Residual Flow: 1154 GPM 150 - - - D1- Elevation: 11.910 PSI 140 D2- System Flow:341.41 GPM D2- System Pressure: 82.298 PSI Hose ( Adj City ):0 GPM 130 Hose ( Demand ):0 GPM P 120 Safety Margin: 10.496 PSI R 110 - E 100 S 90 )2 S 80 Cc U 70 II R 60 11, E 50 I _ 40 30 20 )1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1.85 ) i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 4 TIGARD CORPORATE CENTER Date 091499 - • ""d`` 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 K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow Q Flow Control Valve S Swing Check Valve T 90' Flow thru Tee W Wafer Check Valve Z Flow Switch • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .Hydratec Page 5 • - , °.:.. TIGARD CORPORATE CENTER Date 091499 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 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 Q 18 29 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 W 10.3 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 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 Q 33 S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 W 13.1 31.8 35.8 27.4 Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 6 .,. TIGARD CORPORATE CENTER Date 091499 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 24 27.5 41.93 na 10 27.5 34.13 na 23 27.5 34.26 na 22 27.5 47.2 na 18 27.5 32.57 na 19 27.5 8 25.24 na 40.19 .100Q 400 7.000 20 27.5 8 25.17 na 40.14 .1000 400 7.000 21 27.5 8 25.73 na 40.58 .1000 400 7.000 14 27.5 33.68 na 24 27.5 41.93 na 15 27.5 42.51 na 16 27.5 42.59 na 17 27.5 43.48 na 1 27.5 32.26 na 18 27.5 32.57 na 14 27.5 33.68 na 10 27.5 34.13 na 11 27.5 37.8 na 22 27.5 47.2 na 12 27.5 50.59 na 13 27.5 50.63 na 1 27.5 32.26 na 2 27.5 8 25.06 na 40.05 .1000 400 7.000 3 27.5 8 25 na 40 .1000 400 7.000 4 27.5 8 25.56 na 40.45 .1000 400 7.000 5 27.5 46.61 na 6 27.5 46.85 na 7 27.5 47.72 na 8 27.5 50.81 na 9 0 75.97 na TEST 0 82.3 na 100 The maximum velocity is 14.2 and it occurs in the pipe between nodes 8 and 9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 7 TIGARD CORPORATE CENTER Date 091499 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 24 20.17 1.61 2E 4.000 62.500 41.926 to 120 3T 8.000 32.000 17 20.17 0.0164 94.500 1.551 Vel = 3.179 20.17 43.477 K Factor = 3.06 10 26.68 2.157 19.410 34.128 to 120 23 26.68 0.0066 19.410 0.129 Vel = 2.342 23 1.61 4T 8.000 96.660 34.257 to 120 32.000 11 26.68 0.0275 128.660 3.542 Vel = 4.205 26.68 37.799 K Factor = 4.34 22 28.27 1.61 2E 4.000 79.750 47.205 to 120 3T 8.000 32.000 13 28.27 0.0306 111.750 3.425 Vel = 4.455 28.27 50.630 K Factor = 3.97 18 -48.83 1.61 2T 8.000 71.000 32.566 to 120 16.000 19 • -48.83 - 0.0842 87.000 -7.328 Vel = -7.695 19 40.19 1.61 20.000 25.238 K Factor = 8.0 to 120 20 -8.64 - 0.0034 20.000 -0.068 Vel = -1.362 20 40.13 1.61 15.000 25.169 K Factor = 8.0 to 120 21 31.49 0.0374 15.000 0.561 Vel = 4.963 21 40.58 1.61 2T 8.000 106.000 25.730 K Factor = 8.0 to 120 16.000 6 72.07 0.1731 122.000 21.116 Vel = 11.358 72.07 46.846 K Factor = 10.53 14 42.08 1.61 3T 8.000 104.830 33.684 to 120 24.000 24 42.08 0.0640 128.830 8.241 Vel = 6.632 24 -20.17 1.61 1E 4.000 26.620 41.926 to 120 4.000 15 21.91 0.0191 30.620 0.586 Vel = 3.453 15 1.61 4.000 42.512 to 120 16 21.91 0.0190 4.000 0.076 Vel = 3.453 16 1.61 lE 4.000 34.450 42.589 to 120 1T 8.000 12.000 17 21.91 0.0191 46.450 0.888 Vel = 3.453 17 20.17 1.61 2T 8.000 50.330 43.477 to 120 16.000 7 42.08 0.0640 66.330 4.243 Vel = 6.632 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .Hydratec Page 8 ,�, .., • . .' s ` TIGARD CQRPORATE CENTER Date 091499 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 42.08 47.720 K Factor = 6.09 1 48.46 2.157 15.250 32.261 to 120 18 48.46 0.0200 15.250 0.305 Vel = 4.255 18 48.83 2.157 15.410 32.566 to 120 14 97.29 0.0726 15.410 1.118 Vel = 8.542 14 -42.09 2.157 17.450 33.684 to 120 10 55.20 0.0254 17.450 0.444 Vel = 4.847 10 -26.67 1.61 3E 4.000 81.750 34.128 to 120 3T 8.000 36.000 11 28.53 0.0312 117.750 3.670 Vel = 4.496 11 26.67 1.61 3E 4.000 61.000 37.798 to 120 2T 8.000 28.000 22 55.20 0.1057 89.000 9.406 Vel = 8.699 22 -28.27 1.61 3T 8.000 96.660 47.205 to 120 24.000 12 26.93 0.0280 120.660 3.380 Vel = 4.244 12 2.635 17.410 50.586 to 120 13 26.93 0.0025 17.410 0.044 Vel = 1.584 13 28.27 2.635 1T 16.474 2.000 50.630 to 120 16.474 8 55.20 0.0096 18.474 0.177 Vel = 3.248 55.20 50.807 K Factor = 7.74 1 -48.46 1.61 2T 8.000 70.660 32.261 to 120 16.000 2 -48.46 - 0.0831 86.660 -7.198 Vel = -7.637 2 40.06 1.61 20.000 25.065 K Factor = 8.0 to 120 3 -8.40 - 0.0033 20.000 -0.065 Vel = -1.324 3 40.00 1.61 15.000 25.000 K Factor = 8.0 to 120 4 31.60 0.0377 15.000 0.565 Vel = 4.980 4 40.45 1.61 2T 8.000 105.660 25.565 K Factor = 8.0 to 120 16.000 5 72.05 0.1730 121.660 21.047 Vel = 11.355 5 2.635 15.250 46.609 to 120 6 72.05 0.0157 15.250 0.240 Vel = 4.239 6 72.07 2.635 15.410 46.848 to 120 7 144.12 0.0567 15.410 0.873 Vel = 8.479 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , Hydr Page 9 TIGARD CORPORATE CENTER Date 091499 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 7 42.08 2.635 1T 16.474 17.450 47.721 to 120 16.474 8 186.20 0.0910 33.924 3.086 Vel = 10.955 8 55.21 2.635 4E 8.237 57.160 50.807 to 120 32.948 11.910 9 241.41 0.1471 90.108 13.253 Vel = 14.203 9 • 6.16 1T 43.037 118.000 75.970 to 140 1G 4.304 67.425 6.000 Fixed loss = 6 TEST 241.41 0.0018 lE 20.084 185.425 0.328 Vel = 2.599 100.00 Qa = 100.00 341.41 82.298 K Factor = 37.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,HydrItec Page 10 TIGARD CORPORATE CENTER Date 091499 Auto Peaking Summary List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 21 6 166.000 18 19 11.000 4 5 165.660 1 2 10.660 21 6 106.000 18 19 71.000 4 5 105.660 1 2 70.660 Flow Pressure Pressure Required Required Differential AREA CALCULATED I 341.41 82.298 -2.541 RIGHT 15.000 I 341.39 83.221 -1.618 RIGHT 30.000 I 341.40 83.946 -0.893 RIGHT 45.000 I 341.46 84.483 -0.356 RIGHT 60.000 I 341.56 84.839 0.000 Typical Distance Between Heads = 15.000 Split Point Used in Worst Area Peaked = 3 Split Point Used in Area Calculated = 3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087