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6116 INNOVATION WAY; BLDG L; AS070153; Permit
7/28/22, 1:08 PM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Appli cant: AS070153 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS070153 6116 INNOVATION Status: ISSUED WY SPRINK Applied 6/7/2007 2132621000 Approved: 6/7/2007 0 Issued: 6/7/2007 Inspector: TOWERS@ BRESSI, BLDG. L THREE FIRE SPRINKLER INSPECTIONS @ $62/EA Owner: INDUSTRIAL FIRE SPRINKLER CO., PALOMAR AIRPORT ROAD LLC 3845 IMPERIAL AV SAN DIEGO CA 619-266-6030 about:blank 9171 TOWNE CENTRE DR #460 SAN DIEGO CA 1/1 ASo-=lo\£3 APPROVED BMITTEO Job Name Building Location System Contract Data File CARLSBAD ___ Fire Protection by Computer Design INDUSTRIAL FIRE SPRINKLER CO. 3845 IMPERIAL AVE. SAN DIEGO, CA 92113 619-266-6030 : THE TOWERS AT BRESSI : BUILDING L : 6116 INNOVATION WAY : REMOTE AREA 1 : T owers-L 1.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 >-CL c::, c:..:, ....J - INDUSTRIAL FIRE SPRINKLER CO. . THE TOWERS AT BRESSI Hydraulic Desig n Information Sheet Page Date Name -TOWERS AT BRESSI Location -6116 INNOVATION WAY Building -BUILDING L Contractor -INDUSTRIAL FIRE SPRINKELR co. Calculated By -M.G. Date -5/2/07 System No . -REMOTE AREAl Contract No . - Construction: (X) Combustible ( ) Non-Combustible Occupancy -EXTRA Drawing No. -FP-3 Ceiling Height -VARIES s y s T E M D E s I G N (X) NFPA 13 ( ) NFPA 231 Other Lt. Haz . Ord.Raz .Gp . ( ) 1 ( ) 2 ( ) 3 (X) Ex.Raz. NFPA 231C ( ) Figure c urve Specific Ruling Area of Sprinkler Operation -3000 Density -.45 Area Per Sprinkler -100 Elevation at Highest Outlet -28 '-9" Hose Allowan ce -Inside Rack Sprinkler Allowance Hose Allowance -Outside -500 Note Made By system Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Date Sprinkler/Nozzle Make RELI ABLE Model G VELO Size 3/4" K-Factor 14 .0 Temp .Rat.286 Calculation Flow Required -Press Required - Summary C-Factor Used: 120 Overhead 150 Undergrou nd w A T E R s u p p L y C 0 M M s T 0 R A G E Water Flow Test: Pump Data : Tank or Reservoir : R A C K Date of Test Time of Test -1/31/07 Static Press -75 Residual Press -74 Flow -1780 Elevation -385.0 Rated Cap.- @ Press Elev. Cap. - Elev.- Well Proof Flow Location -GATEWAY RD & INNOVATION WAY Source of Information -PERFORMED BY I .F .S ., WITNESSED BY CARLSBAD WATER DIST Commodity Storage Ht . Storage Method: Single Row Double Row Mult . Row Flue Spacing Longitudinal Class Location Area Aisle W. Solid Piled % Palletized % Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Rack Encap. Non Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided : Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 5/2/07 Water Supply Curve (C) INDUSTRIAL FIRE SPRINKLER CO. THE TOWERS AT BRESSI City Water Supr.2ly: C1 -Static Pressure . 75 C2 -Residual Pressure: 7 4 C2 -Residual Flow 1780 150 140 130 p 120 R 110 E 100 S 90 S 80 -'\JI U 70 R60 E 50 40 ~ 30 ~--- 20 __.,,-- c,,,,. 10 ui 300 600 900 1200 Page 2 Date 5/2/07 Demand: _ G2 D2 OJ 1500 1800 2100 2400 FLOW ( N /\ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 D1 -Elevation D2 -System Flow D2 -S(stem Pressure Hose Adj City ) Hose Demand ) D3 -System Demand Safety Margin 2700 12.417 1665.19 59.477 500 . 2165.19 : 14.086 Fittings Used Summary INDUSTRIAL FIRE SPRINKLER CO. Page 3 THE TOWERS AT BRESSI Date 5/2/07 Fitting Legend Abbrev. Name ½ ¾ 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Summary -STANDARD INDUSTRIAL FIRE SPRINKLER CO. Page 4 ,THE TOWERS AT BRESSI Date 5/2/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 59 27.67 14 10.33 na 45.0 0.45 100 7.0 58 28.33 14 8.36 na 40.49 0.45 86 7.0 57 28.33 14 8.5 na 40.81 0.45 86 7.0 55 28.33 14 12.48 na 49.46 0.45 100 7.0 56 28.33 14 12.57 na 49.63 0.45 100 7.0 53 28.08 14 12.35 na 49.19 0.45 100 7.0 54 28.08 14 12.43 na 49.36 0.45 100 7.0 51 27.875 14 12.57 na 49.63 0.45 100 7.0 52 27.875 14 12.65 na 49.8 0.45 100 7.0 50 27.67 14 9.17 na 42.39 0.45 86 7.0 49 27.67 14 9.32 na 42.73 0.45 86 7.0 48 27.67 14 9.64 na 43.48 0.45 92 7.0 45 27.67 14 11.79 na 48.07 0.45 100 7.0 46 27.67 13.6 na 47 27.67 13.69 na 44 28.08 14 20.98 na 64.12 0.45 86 7.0 43 27.875 14 21.07 na 64.27 0.45 86 7.0 42 27.67 14 21.18 na 64.43 0.45 86 7.0 39 28.5 14 12.16 na 48.82 0.45 86 7.0 40 28.5 14 12.24 na 48.97 0.45 86 7.0 41 28.5 14 12.51 na 49.51 0.45 86 7.0 33 28.33 14 8.32 na 40.39 0.45 86 7.0 34 28.33 11.15 na 35 28.33 11.2 na 36 28.33 11.37 na 37 28.33 14 11.77 na 48.03 0.45 92 7.0 38 28.33 13.24 na 28 28.08 14 10.6 na 45.57 0.45 86 7.0 29 28.08 14 10.66 na 45.71 0.45 86 7.0 30 28.08 14 10.88 na 46.18 0.45 86 7.0 31 28.08 14 11 .37 na 47.21 0.45 92 7.0 32 28.08 13.1 na 23 27.875 14 10.79 na 45.98 0.45 86 7.0 24 27.875 14 10.85 na 46.12 0.45 86 7.0 25 27.875 14 11.08 na 46.59 0.45 86 7.0 26 27.875 14 11 .58 na 47.63 0.45 92 7.0 27 27.875 13.33 na 17 27.67 14 9.13 na 42.29 0.45 86 7.0 18 27.67 12.12 na 19 27.67 12.17 na 20 27.67 12.36 na 21 27.67 12.79 na 22 27.67 14.28 na 11 28.33 14 19.1 5 na 61.27 0.45 86 7.0 12 28.33 14 19.26 na 61.44 0.45 86 7.0 13 24.0 23.6 na 14 24.0 23.6 na 15 24.0 23.61 na 16 24.0 23.63 na 1 28.5 14 12.86 na 50.21 0.45 100 7.0 2 28.5 14 12.95 na 50.38 0.45 100 7.0 3 28.5 13.64 na 4 24.0 18.83 na 5 24.0 18.85 na 6 24.0 18.93 na 7 24.0 19.09 na 8 24.0 19.37 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary -Standard INDUSTRIAL FIRE SPRINKLER CO. Page 5 . THE TOWERS AT BRESSI Date 5/2/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 10 24.0 23.76 na TRL 24.0 30.29 na BRL 1.0 42.0 na L1 -4.0 44.62 na L2 -4.0 48.78 na L3 -4.0 55.2 na A -4.0 59.57 na B -4.0 56.36 na 500.0 C -4.0 59.28 na D -4.0 60.22 na E -4.0 60.6 na TEST -1.0 59.48 na M -4.0 59.62 na N -4.0 59.82 na Q -4.0 60.45 na R -4.0 60.6 na F -4.0 59.62 na G -4.0 59.62 na H -4.0 59.62 na J -4.0 59.62 na K -4.0 59.62 na L -4.0 59.62 na p -4.0 59.79 na The maximum velocity is 17.84 and it occurs in the pipe between nodes 45 and 46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams INDUSTRIAL FIRE SPRINKLER CO. -THE TOWERS AT BRESSI Hyd. Ref. Point 59 to 47 58 to 35 57 to 36 55 to 56 56 to 38 53 to 54 54 to 32 51 to 52 52 to 27 50 to 19 Qa Qt 45.00 45.0 0.0 45.00 40.49 40.49 0.0 40.49 40.81 40.81 0.0 40.81 49.46 49.46 49.64 99.1 0.0 99.10 49.19 49.19 49.36 98.55 0.0 98.55 49.63 49.63 49.79 99.42 0.0 99.42 42.39 42.39 Dia. "C" Pf/Ft 1.049 120 0.5833 1.049 120 0.4797 1.049 120 0.4868 2.635 120 0.0078 2.635 120 0.0283 2.635 120 0.0078 2.635 120 0.0280 2.635 120 0.0079 2.635 120 0.0285 1.049 120 0.5224 Fitting or Eqv. Ln. 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 5.0 0.0 0.0 Pipe Ftng's Total 0.750 5.000 5.750 0.910 5.000 5.910 0.910 5.000 5.910 11 .000 0.0 11 .000 7.250 16.474 23.724 11 .000 0.0 11 .000 7.250 16.474 23.724 11 .000 0.0 11 .000 7.250 16.474 23.724 0.750 5.000 5.750 Pt Pe Pf 10.332 0.0 3.354 13.686 8.364 0.0 2.835 11 .199 8.497 0.0 2.877 11 .374 12.483 0.0 0.086 12.569 0.0 0.672 13.241 12.345 0.0 0.086 12.431 0.0 0.665 13.096 12.565 0.0 0.087 12.652 0.0 0.676 13.328 9.169 0.0 3.004 Pt Pv Pn Page 6 Date 5/2/07 ******* Notes ****** K Factor= 14.00 Vel = 16.71 KFactor= 12.16 K Factor= 14.00 Vel= 15.03 K Factor= 12.1 0 K Factor= 14.00 Vel = 15.15 K Factor= 12.10 K Factor= 14.00 Vel = 2.91 K Factor= 14.00 Vel = 5.83 K Factor= 27.23 K Factor= 14.00 Vel = 2.89 K Factor= 14.00 Vel = 5.80 K Factor= 27.23 K Factor= 14.00 Vel = 2.92 K Factor= 14.00 Vel = 5.85 K Factor = 27 .23 K Factor= 14.00 Vel = 15.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIA L FIRE SPRINKLER CO. . THE TOWERS AT BRESSI Hyd. Ref. Point 49 to 20 48 to 21 45 to 46 46 to 47 47 to 22 44 to 14 43 to 15 42 to 16 39 to 40 Qa Qt 0.0 42.39 42.73 42.73 0.0 42.73 43.48 43.48 0.0 43.48 48.07 48.07 0.0 48.07 45.00 93.07 0.0 93.07 64.12 64.12 0.0 64.12 64.27 64.27 0.0 64.27 64.43 64.43 0.0 64.43 48.82 48.82 Dia. "C" Pf/Ft 1.049 120 0.5301 1.049 120 0.5473 1.049 120 0.6593 2.635 120 0.0075 2.635 120 0.0252 2.635 120 0.0127 2.635 120 0.0127 2.635 120 0.0128 2.635 120 0.0076 Fitting or Eqv. Ln . 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1E 2.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 2T 32.948 0.0 0.0 2T 32.948 0.0 0.0 2T 32.948 0.0 0.0 0.0 0.0 0.0 Pipe Ftng's Total 0.750 5.000 5.750 0.750 5.000 5.750 0.750 2.000 2.750 11 .000 0.0 11 .000 7.250 16.474 23.724 34.750 32.948 67.698 34.750 32 .948 67.698 34.750 32.948 67.698 10.000 0.0 10.000 Pt Pe Pf 12.173 9.316 0.0 3.048 12.364 9.645 0.0 3.147 12.792 11 .791 0.0 1.813 13.604 0.0 0.082 13.686 0.0 0.598 14.284 20.977 1.767 0.857 23.601 21 .074 1.678 0.861 23.613 21 .179 1.589 0.865 23.633 12.160 0.0 0.076 Pt Pv Pn Page 7 Date 5/2/07 ******* Notes ****** KFactor= 12.15 K Factor= 14.00 Vel = 15.86 KFactor= 12.15 K Factor= 14.00 Vel= 16.1 4 K Factor= 12.16 K Factor= 14.00 Vel = 17.84 Vel = 2.83 Vel = 5.48 K Factor= 24.63 K Factor= 14.00 Vel = 3.77 K Factor= 13.20 K Factor= 14.00 Vel = 3.78 K Factor= 13.23 K Factor= 14.00 Vel = 3.79 K Factor= 13.25 K Factor= 14.00 Vel = 2.87 Computer Programs by Hydratec Inc. Route 111 Windham N. H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. · THE TOWERS AT BRESSI Hyd. Ref. Point 40 to 41 41 to 3 33 to 34 34 to 35 35 to 36 36 to 37 37 to 38 38 to 5 28 to 29 29 to 30 30 to 31 31 to 32 32 to 6 Qa Qt 48.97 97.79 49.51 147.3 0.0 147.30 40.39 40.39 0.0 40.39 40.49 80.88 40.81 121 .69 48.03 169.72 99.10 268.82 0.0 268.82 45.57 45.57 45.72 91 .29 46.18 137.47 47.21 184.68 98.55 283.23 Dia. "C'I Pf/Ft 2.635 120 0.0277 2.635 120 0.0590 1.049 120 0.4777 2.635 120 0.0054 2.635 120 0.0194 2.635 120 0.0415 2.635 120 0.0766 2.635 120 0.1795 2.635 120 0.0067 2.635 120 0.0243 2.635 120 0.0519 2.635 120 0.0896 2.635 120 0.1976 Fitting or Eqv. Ln. 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 16.474 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 16.474 0.0 0.0 Pipe Ftng's Total 9.830 0.0 9.830 2.750 16.474 19.224 0.910 5.000 5.910 9.500 0.0 9.500 9.000 0.0 9.000 9.500 0.0 9.500 2 .750 16.474 19.224 4.330 16.474 20.804 9.500 0.0 9.500 9.000 0.0 9.000 9.500 0 .0 9.500 2 .750 16.474 19.224 4.080 16.474 20.554 Pt Pe Pf 12.236 0.0 0.272 12.508 0.0 1.134 13.642 8.325 0.0 2.823 11 .148 0.0 0.051 11.199 0.0 0.175 11 .374 0.0 0.394 11 .768 0.0 1.473 13.241 1.875 3.734 18.850 10.597 0.0 0.064 10.661 0.0 0.219 10.880 0.0 0.493 11 .373 0.0 1.723 13.096 1.767 4.062 Pt Pv Pn Page 8 Date 5/2/07 ******* Notes ****** K Factor= 14.00 Vel = 5.75 K Factor= 14.00 Vel = 8.67 K Factor= 39.88 K Factor= 14.00 Vel= 14.99 Vel = 2.38 Vel = 4.76 Vel = 7.16 K Factor= 14.00 Vel = 9.99 Vel = 15.82 K Factor= 61 .92 K Factor = 14.00 Vel = 2.68 K Factor= 14.00 Vel = 5.37 K Factor= 14.00 Vel = 8.09 K Factor= 14.00 Vel = 10.87 Vel = 16.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Final Calculations -Standard INDUSTRIA L FIRE SPRINKLER CO. · THE TOW ERS AT BRESSI Hyd . Ref. Point 23 to 24 24 to 25 25 to 26 26 to 27 27 to 7 17 to 18 18 to 19 19 to 20 20 to 21 21 to 22 22 to 8 11 to 12 Qa Qt 0.0 283.23 45.98 45.98 46.12 92.1 46.60 138.7 47.63 186.33 99.43 285.76 0.0 285.76 42.29 42.29 0.0 42.29 42.40 84.69 42.73 127.42 43.48 170.9 93.07 263.97 0.0 263.97 61 .27 61.27 Dia. "C" Pf/Ft 2.635 120 0.0068 2.635 120 0.0248 2.635 120 0.0527 2.635 120 0.0911 2.635 120 0.2009 1.049 120 0.5200 2.635 120 0.0059 2.635 120 0.0212 2.635 120 0.0451 2.635 120 0.0776 2.635 120 0.1736 2.635 120 0.0117 Fitting or Eqv. Ln. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 16.474 0.0 0.0 1T 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 16.474 0.0 0.0 0.0 0.0 0.0 Pipe Ftng's Total 9.500 0.0 9.500 9.000 0.0 9.000 9.500 0.0 9.500 2 .750 16.474 19.224 3.875 16.474 20.349 0.750 5.000 5.750 9.500 0.0 9.500 9.000 0.0 9.000 9.500 0.0 9.500 2.750 16.474 19.224 3.670 16.474 20.144 9.160 0.0 9.160 Pt Pe Pf 18.925 10.788 0.0 0.065 10.853 0.0 0.223 11 .076 0.0 0.501 11 .577 0.0 1.751 13.328 1.678 4.089 19.095 9.127 0.0 2.990 12.117 0.0 0.056 12.173 0.0 0.191 12.364 0.0 0.428 12.792 0.0 1.492 14.284 1.589 3.496 19.369 19.152 0.0 0.107 Pt Pv Pn Page 9 Date 5/2/07 ******* Notes ****** K Factor= 65.11 K Factor= 14.00 Vel = 2.71 K Factor= 14.00 Vel = 5.42 K Factor= 14.00 Vel = 8.16 K Factor= 14.00 Vel = 10.96 Vel = 16.81 K Factor= 65.39 K Factor= 14.00 Vel= 15.70 Vel = 2.49 Vel = 4.98 Vel = 7.50 Vel = 10.05 Vel = 15.53 K Factor= 59.98 K Factor= 14.00 Vel = 3.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. -THE TOWERS AT BRESSI Hyd. Ref. Point 12 to 13 13 to 14 14 to 15 15 to 16 16 to 10 1 to 2 2 to 3 3 to 4 4 to 5 5 to 6 6 to 7 7 to 8 8 to 10 Qa Qt 61.44 122.71 0.0 122.71 64.12 186.83 64.27 251 .1 64.43 315.53 0.0 315.53 50.21 50.21 50.38 100.59 147.31 247.9 0.0 247.9 268.81 516.71 283.23 799.94 285.76 1085.7 263.97 1349.67 Dia. "C" Pf/Ft 2.635 120 0.0421 6.357 120 0.0005 6.357 120 0.0013 6.357 120 0.0022 6.357 120 0.0033 2.635 120 0.0081 2.635 120 0.0291 2.635 120 0.1544 6.357 120 0.0022 6.357 120 0.0082 6.357 120 0.0186 6.357 120 0.0326 6.357 120 0.0487 Fitting or Eqv. Ln. 2T 32.948 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 37.72 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 16.474 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1E 17.603 0.0 0.0 Pipe Ftng's Total 25.580 32.948 58.528 9.250 0.0 9.250 9.250 0.0 9.250 9.250 0.0 9.250 0.950 37.720 38.670 11 .000 0.0 11 .000 7.250 16.474 23.724 4 .500 16.474 20.974 9.160 0 .0 9.160 9.160 0.0 9.160 9.160 0.0 9.160 8.410 0.0 8.410 72.540 17.603 90.143 Pt Pe Pf 19.259 1.875 2.462 23.596 0.0 0.005 23.601 0.0 0.012 23.613 0.0 0.020 23.633 0.0 0.128 23.761 12.862 0.0 0.089 12.951 0.0 0.691 13.642 1.949 3.239 18.830 0.0 0.020 18.850 0.0 0.075 18.925 0.0 0.170 19.095 0.0 0.274 19.369 0.0 4.392 Pt Pv Pn Page 10 Date 5/2/07 ******* Notes ****** K Factor= 14.00 Vel = 7.22 Vel = 1.24 Vel = 1.89 Vel = 2.54 Vel = 3.19 K Factor= 64.73 K Factor= 14.00 Vel = 2.95 K Factor= 14.00 Vel = 5.92 Vel = 14.58 Vel = 2.51 Vel = 5.22 Vel = 8.09 Vel = 10.97 Vel = 13.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. ·THE TOWERS AT BRESSI Hyd. Ref. Point 10 to TRL TRL to BRL BRL to L1 L1 to L2 L2 to L3 L3 to B A to B B to C C to D D to E E to TEST C to M M to N Qa Qt 315.52 1665.19 0.0 1665.19 0.0 1665.19 0.0 1665.19 0.0 1665.19 0.0 1665.19 0.0 1665.1 9 -1180.85 -1180.85 2165.20 984.35 -332.47 651 .88 0.0 651 .88 0.0 651 .88 0.0 651 .88 332.46 332.46 10.22 342.68 Dia. "C" Pf/Ft 6.357 120 0.0719 8.249 120 0.0202 8.249 140 0.0152 7.98 150 0.0157 8.27 140 0.0150 7.98 150 0.0157 7.98 150 -0.0083 7.98 150 0.0059 7.98 150 0.0028 11 .65 150 0.0004 11 .65 150 0.0004 7.98 150 0.0008 7.98 150 0.0008 Fitting or Eqv. Ln. 1E 17.603 0.0 0.0 1Z 21 .141 2E 42.282 0.0 1L 20.307 0.0 0.0 4E 108.73 1F 13.591 0.0 2E 56.936 1T 55.354 0.0 1G 6.041 1T 52.855 0.0 2F 27.183 1G 6.041 0.0 1E 27.183 1G 6.041 1T 52.855 2F 27.183 2T 105.71 4G 24.162 8G 64.398 1T 80.498 0.0 4G 32.199 0.0 0.0 4G 24.162 1F 13.591 0.0 2G 12.081 0.0 0.0 Pipe Ftng's Total 73.250 17.603 90.853 23.000 63.423 86.423 10.000 20.307 30.307 142.000 122.323 264.323 16.000 112.290 128.290 15.000 58.895 73.895 352.000 33.222 385.222 405.000 86.077 491.077 180.000 157.054 337.054 719.000 144.896 863.896 379.000 32.200 411 .200 387.000 37.754 424.754 220.000 12.082 232.082 Pt Pe Pf 23.761 0.0 6.529 30.290 9.961 1.747 41 .998 2.166 0.460 44.624 0.0 4.154 48.778 4.500 1.925 55.203 0.0 1.161 56.364 59.569 0.0 -3.205 56.364 0.0 2.918 59.282 0.0 0.934 60.216 0.0 0.380 60.596 -1 .299 0.180 59.477 59.282 0.0 0.339 59.621 0.0 0.196 Pt Pv Pn Page 11 Date 5/2/07 ******* Notes ****** Vel = 16.83 Vel = 10.00 Vel = 10.00 Vel = 10.68 * Fixed loss= 4.5 Vel = 9.95 Vel = 10.68 K Factor= 221 .80 Vel = 7.57 Qa = 500 Vel = 6.31 Vel = 4.18 Vel = 1.96 Vel = 1.96 K Factor= 84.53 Vel = 2.13 Vel = 2.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. ·THE TOWERS AT BRESSI Hyd. Ref. Point N to Q Q to R R to TEST F to G G to H H to J J to K K to L L to M N to p p to F F to A A to TEST Qa Qt 149.94 492.62 0 .0 492.62 0.0 492.62 0.0 492.62 10.22 10.22 0.0 10.22 0.0 10.22 0.0 10.22 0.0 10.22 0.0 10.22 0.0 10.22 -149.94 -149.94 0.0 -149.94 -10.22 -160.16 1180.85 1020.69 Dia. "C" Pf/Ft 7.98 150 0.0017 11 .65 150 0.0003 11 .65 150 0.0003 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 -0.0002 7.98 150 -0.0002 7.98 150 -0.0002 7.98 150 0.0064 Fitting or Eqv. Ln. 2F 27.183 4G 24.162 1T 52.855 4G 32.199 1T 80.498 1F 17.441 4G 32.199 1F 17.441 0.0 1G 6.041 1T 52.855 1F 13.591 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1G 6.041 1T 52.855 0.0 1F 13.591 1G 6.041 1T 52.855 SF 67.957 1G 6.041 1T 52.855 2F 27.183 2G 12.081 1T 52.855 2G 12.081 1T 52.855 0.0 Pipe Ftng's Total 281 .000 104.199 385.199 438.000 130.139 568.139 620.000 49.641 669.641 107.000 72.487 179.487 7.000 0.0 7.000 42.000 0.0 42.000 93.000 0.0 93.000 54.000 0.0 54.000 200.000 58.895 258.895 64.000 72.487 136.487 812.000 126.852 938.852 153.000 92.119 245.119 125.000 64.937 189.937 Pt Pe Pf 59.817 0.0 0.636 60.453 0.0 0.148 60.601 -1 .299 0.175 59.477 59.620 0.0 0.0 59.620 0.0 0.0 59.620 0.0 0.0 59.620 0.0 0.0 59.620 0.0 0.0 59.620 0.0 0.001 59.621 59.817 0.0 -0.025 59.792 0.0 -0.172 59.620 0.0 -0.051 59.569 -1.299 1.207 Pt Pv Pn Page 12 Date 5/2/07 ******* Notes ****** Vel = 3.16 Vel = 1.48 Vel = 1.48 K Factor= 63.88 Vel = 0.07 Vel = 0.07 Vel = 0.07 Vel = 0.07 Vel = 0.07 Vel = 0.07 K Factor = 1.32 Vel = 0.96 Vel = 0.96 Vel = 1.03 Vel = 6.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. ·THE TOWERS AT BRESSI Hyd. Ref. Point Qa Qt 0.0 1020.69 Dia. "C" Pf/Ft Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf 59.477 Pt Pv Pn Page 13 Date 5/2/07 ******* Notes ****** K Factor= 132.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Aso :,ol ra3 APPROVED A Job Name Building Location System Contract Data File CARLSBAOF ... Fire Protection by Computer Design INDUSTRIAL FIRE SPRINKLER CO . 3845 IMPERIAL AVE. SAN DIEGO, CA 92113 619-266-6030 : TOWERS AT BRESSI : BUILDING L : 611 6 INNOVATION WAY : REMOTE AREA2 : Towers-L2.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~ a.. c:, ~ ...., -J - INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hydraulic Design Information Sheet Page Date Name -TOWERS AT BRESSI Location -6116 INNOVATION WAY Building -BUILDING L Contractor -INDUSTRIAL FIRE SPRINKELR CO. Calculated By -M.G. Date -5/2/07 System No . -REMOTE AREA2 Contract No . - Construction: (X) Combustible ( ) Non-Combustible Occupancy -LIGHT Drawing No . -FP-3 Ceiling Height -9'-2" s y s T E M D E s I G N (X) NFPA 13 (X) Lt. Haz. Ord.Raz.Gp . ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Raz. ( ) NFPA 231 ( ) NFPA 231C Other ( ) Figure Curve Specific Ruling Area of Sprinkler Operation -1001 Density -.10 Area Per Sprinkler -18 'xl8 ' Elevation at Highest Outlet -9 '-2" Hose Allowance -Inside Rack Sprinkler Allowance Hose Allowance -Outside -100 Note Made By Date System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make GLOBE Model GL8109 Size 3/4" K-Factor 8.1 Temp .Rat .155 Calculation Flow Required -Press Required - Summary C-Factor Used: 120 Overhead 150 Underground w A T E R s u p p L y C 0 M M s T 0 R A G E Water Flow Test: Pump Data : Tank or Reservoir : R A C K Date of Test Time of Test -1/31/07 Static Press -75 Residual Press -74 Flow -1780 Elevation -385.0 Rated Cap.- @ Press Elev. Cap. - Elev.- Well Proof Flow Location -GATEWAY RD & INNOVATION WAY Source of Information -PERFORMED BY I .F .S ., WITNESSED BY CARLSBAD WATER DIST Commodity Storage Ht. Storage Method: Single Row Double Row Mult . Row Flue Spac ing Longitudinal Class Location Area Aisle W. Solid Piled % Palletized % Conven . Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Rack Encap. Non Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 5/3/07 vvater ~upply Gurve (G) INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI City Water SupQly: C1 -Static Pressure . 75 C2 -Residual Pressure: 7 4 C2 -Residual Flow 1780 150 140 130 p 120 R 110 E 100 s 90 S 80 -vi U 70 ~I '" R60 D3 E 50 40 30 20 10 n.t 200 400 600 800 Page 2 Date 5/3/07 Demand: 1000 1200 1400 1600 FLOW ( N /\ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 01 -Elevation D2 -System Flow D2 -S~stem Pressure Hose Adj City ) Hose Demand ) D3 -System Demand Safety Margin 1800 : 4.405 : 248.354 64.266 100 348.354 10.685 t-1tt1ngs used ::;ummary INDUSTRIAL FIRE SPRINKLER CO. Page 3 TOWERS AT BRESSI Date 5/3/07 Fitting Legend Abbrev. Name ½ ¾ 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Summary -STANDARD INDUSTRIAL FIRE SPRINKLER CO. Page 4 TOWERS AT BRESSI Date 5/3/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 0001 9.17 8.1 18.24 na 34.59 0.1 330 16.6 0002 9.17 8.1 16.6 na 33.0 0.1 330 16.6 0003 9.17 8.1 17.32 na 33.71 0.1 260 10.3 0004 9.17 8.1 18.45 na 34.79 0.1 260 10.3 0005 9.17 8.1 19.98 na 36.2 0.1 260 10.3 0006 9.17 8.1 21.31 na 37.39 0.1 260 10.3 0007 9.17 8.1 22.78 na 38.66 0.1 330 16.6 117 9.67 17.96 na 116 9.67 20.74 na 115 9.67 23.66 na 114 9.67 19.14 na 113 9.67 22.13 na 108 9.67 17.21 na 109 10.0 19.8 na 110 10.0 20.66 na 111 10.0 23.84 na 112 10.0 27.19 na 101 9.67 18.92 na 102 10.0 20.51 na 103 10.0 21.83 na 104 10.0 25.23 na 105 10.0 30.25 na 106 10.0 34.45 na 107 10.0 35.53 na 125 10.0 41.7 na 126 24.0 46.45 na 4A 24.0 46.54 na 4 24.0 46.55 na 5 24.0 46.57 na 6 24.0 46.59 na 7 24.0 46.61 na 8 24.0 46.62 na 10 24.0 46.82 na TRL 24.0 47.01 na BRL 1.0 57.02 na L1 -4.0 59.2 na L2 -4.0 59.32 na L3 -4.0 65.38 na A -4.0 65.52 na B -4.0 65.42 na 100.0 C -4.0 65.51 na D -4.0 65.55 na E -4.0 65.56 na TEST -1 .0 64.27 na M -4.0 65.53 na N -4.0 65.53 na a -4.0 65.55 na R -4.0 65.56 na F -4.0 65.53 na G -4.0 65.53 na H -4.0 65.53 na J -4.0 65.53 na K -4.0 65.53 na L -4.0 65.53 na p -4.0 65.53 na The maximum velocity is 21.8 and it occurs in the pipe between nodes 107 and 125 Computer Programs by Hydratec Inc. Route 11 1 Windham N.H. USA 03087 Fin-al Calculations -Hazen-Williams INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point D001 to 101 D002 to 108 D003 to 117 D004 to 114 D005 to 116 D006 to 113 D007 to 115 11 7 to 110 116 to 111 Qa Qt 34.59 34.59 0.0 34.59 33.00 33.0 0.0 33.00 33.71 33.71 0.0 33.71 34.79 34.79 0.0 34.79 36.20 36.2 0.0 36.20 37.39 37.39 0.0 37.39 38.66 38.66 0.0 38.66 33.71 33.71 0.0 33.71 36.20 36.2 Dia. "C" Pf/Ft 1.049 120 0.3588 1.049 120 0.3288 1.049 120 0.3420 1.049 120 0.3624 1.049 120 0.3900 1.049 120 0.4144 1.049 120 0.4404 1.049 120 0.3419 1.049 120 0.3902 Fitting or Eqv. Ln. 1E 2.0 0.0 0.0 1E 2.0 0.0 0.0 1E 2.0 0.0 0.0 1E 2.0 0.0 0.0 1E 2.0 0.0 0.0 1E 2.0 0.0 0.0 1E 2.0 0.0 0.0 1E 2.0 1T 5.0 0.0 1E 2.0 1T 5.0 0.0 Pipe Ftng's Total 0.500 2 .000 2.500 0 .500 2.000 2.500 0.500 2.000 2.500 0.500 2.000 2.500 0.500 2.000 2.500 0.500 2.000 2.500 0.500 2.000 2.500 1.330 7.000 8.330 1.330 7.000 8.330 Pt Pe Pf 18.241 -0.217 0.897 18.921 16.600 -0.217 0.822 17.205 17.322 -0.217 0.855 17.960 18.447 -0.217 0.906 19.136 19.978 -0.217 0.975 20.736 21.312 -0.217 1.036 22.131 22.779 -0.217 1.101 23.663 17.960 -0.143 2.848 20.665 20.736 -0.143 3.250 Pt Pv Pn Page 5 Date 5/3/07 ******* Notes ****** K Factor= 8.10 Vel = 12.84 K Factor= 7.95 K Factor= 8.10 Vel = 12.25 K Factor= 7.96 K Factor= 8.1 O Vel = 12.51 K Factor= 7.95 K Factor= 8.10 Vel = 12.91 K Factor= 7.95 K Factor= 8.1 O Vel = 13.44 K Factor= 7.95 K Factor= 8.10 Vel = 13.88 K Factor= 7.95 K Factor= 8.10 Vel = 14.35 K Factor= 7.95 Vel = 12.51 K Factor= 7.42 Vel = 13.44 Computer Programs by Hydratec Inc. Route 11 1 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point 115 to 112 114 to 103 113 to 104 108 to 109 109 to 110 110 to 111 111 to 112 112 to 107 101 to 102 102 to 103 103 to 104 Qa Qt 0.0 36.20 38.66 38.66 0.0 38.66 34.79 34.79 0.0 34.79 37.39 37.39 0.0 37.39 33.00 33.0 0.0 33.0 33.71 66.71 36.21 102.92 38.66 141 .58 0.0 141 .58 34.59 34.59 0.0 34.59 34.79 69.38 Dia. "C" Pf/Ft 1.049 120 0.4405 1.049 120 0.3623 1.049 120 0.4142 1.049 120 0.3287 1.38 120 0.0865 1.38 120 0.3178 1.61 120 0.3346 2.067 120 0.1788 1.049 120 0.3586 1.38 120 0.0943 1.38 120 0.3418 Fitting or Eqv. Ln. 1E 2.0 1T 5.0 0.0 1E 2.0 1T 5.0 0.0 1E 2.0 1T 5.0 0.0 1E 2.0 1T 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2E 10.0 1T 10.0 0.0 2E 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pipe Ftng's Total 1.330 7.000 8.330 0.830 7 .000 7 .830 0.830 7.000 7.830 1.330 7.000 8.330 10.000 0.0 10.000 10.000 0.0 10.000 10.000 0.0 10.000 26.660 20.000 46.660 0.830 4.000 4.830 14.000 0.0 14.000 9.950 0.0 9.950 Pt Pe Pf 23.843 23.663 -0.143 3.669 27.189 19.136 -0.143 2.837 21 .830 22.131 -0.143 3.243 25.231 17.205 -0.143 2.738 19.800 0.0 0.865 20.665 0.0 3.178 23.843 0.0 3.346 27.189 0.0 8.341 35.530 18.921 -0.143 1.732 20.510 0.0 1.320 21.830 0.0 3.401 Pt Pv Pn Page 6 Date 5/3/07 ******* Notes ****** K Factor= 7.41 Vel = 14.35 K Factor= 7.41 Vel = 12.91 K Factor= 7.45 Vel = 13.88 K Factor= 7.44 Vel = 12.25 Vel = 7.08 Vel = 14.31 Vel = 16.22 Vel = 13.54 K Factor= 23.75 Vel = 12.84 Vel = 7.42 Vel = 14.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point 104 to 105 105 to 106 106 to 107 107 to 125 125 to 126 126 to 4A 4A to 4 4 to 5 5 to 6 6 to 7 7 to 8 8 to 10 10 to TRL TRL to BRL Qa Qt 37.40 106.78 0.0 106.78 0.0 106.78 141 .57 248.35 0.0 248.35 0.0 248.35 0.0 248.35 0.0 248.35 0.0 248.35 0.0 248.35 0.0 248.35 0.0 248.35 0.0 248.35 0.0 248.35 Dia. llctl Pf/Ft 1.61 120 0.3582 2.067 120 0.1061 2.157 120 0.0862 2.157 120 0.4108 2.157 120 0.4108 4.26 120 0.0150 6.357 120 0.0020 6.357 120 0.0022 6.357 120 0.0021 6.357 120 0.0022 6.357 120 0.0021 6.357 120 0.0021 6.357 120 0.0021 8.249 120 0.0006 Fitting or Eqv. Ln. 0.0 0.0 0.0 2E 10.0 1T 10.0 0.0 0.0 0.0 0.0 1E 6.153 0.0 0.0 1T 12.307 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1E 17.603 0.0 0.0 1E 17.603 0.0 0.0 1Z 21 .141 2E 42.282 0.0 Pipe Ftng's Total 14.000 0.0 14.000 19.660 20.000 39.660 12.500 0.0 12.500 8.870 6.153 15.023 14.000 12.307 26.307 5.920 0.0 5.920 5.500 0.0 5.500 9.160 0.0 9.160 9.160 0.0 9.160 9.160 0.0 9.160 8.410 0.0 8.410 72.540 17.603 90.143 73.250 17.603 90.853 23.000 63.423 86.423 Pt Pe Pf 25.231 0.0 5.015 30.246 0.0 4.207 34.453 0.0 1.077 35.530 0.0 6.172 41 .702 -6.063 10.808 46.447 0.0 0.089 46.536 0.0 0.011 46.547 0.0 0.020 46.567 0.0 0.019 46.586 0.0 0.020 46.606 0.0 0.018 46.624 0.0 0.192 46.816 0.0 0.193 47.009 9.961 0.052 Pt Pv Pn Page 7 Date 5/3/07 ******* Notes ****** Vel = 16.83 Vel = 10.21 Vel = 9.38 Vel = 21 .80 Vel = 21.80 Vel = 5.59 Vel = 2.51 Vel = 2.51 Vel = 2.51 Vel = 2.51 Vel = 2.51 Vel = 2.51 Vel = 2.51 Vel = 1.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point BRL to L1 L1 to L2 L2 to L3 L3 to B A to B B to C C to D D to E E to TEST C to M M to N N to Q Q to R Qa Qt 0.0 248.35 0.0 248.35 0.0 248.35 0.0 248.35 0.0 248.35 -189.98 -189.98 348.35 158.37 -53.49 104.88 0.0 104.88 0.0 104.88 0.0 104.88 53.49 53.49 1.64 55.13 24.13 79.26 0.0 79.26 Dia. "C" Pf/Ft 8.249 140 0.0004 7.98 150 0.0005 8.27 140 0.0004 7.98 150 0.0005 7.98 150 -0.0003 7.98 150 0.0002 7.98 150 0.0001 11.65 150 0.0 11 .65 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0001 11 .65 150 0.0 Fitting or Eqv. Ln . 1L 20.307 0.0 0.0 4E 108.73 1F 13.591 0.0 2E 56.936 1T 55.354 0.0 1G 6.041 1T 52.855 0.0 2F 27.183 1G 6.041 0.0 1E 27.183 1G 6.041 1T 52.855 2F 27.183 2T 105.71 4G 24.162 8G 64.398 1T 80.498 0.0 4G 32.199 0.0 0.0 4G 24.162 1F 13.591 0.0 2G 12.081 0.0 0.0 2F 27.183 4G 24.162 1T 52.855 4G 32.199 1T 80.498 1F 17.441 Pipe Ftng's Total 10.000 20.307 30.307 142.000 122.323 264.323 16.000 112.290 128.290 15.000 58.895 73.895 352.000 33.222 385.222 405.000 86.077 491 .077 180.000 157.054 337.054 719.000 144.896 863.896 379.000 32 .200 411.200 387.000 37.754 424.754 220.000 12.082 232.082 281 .000 104.199 385.199 438.000 130.139 568.139 Pt Pe Pf 57.022 2.166 0.013 59.201 0.0 0.123 59.324 6.000 0.057 65.381 0.0 0.034 65.415 65.524 0.0 -0.109 65.415 0.0 0.099 65.514 0.0 0.032 65.546 0.0 0.013 65.559 -1 .299 0.006 64.266 65.514 0.0 0.012 65.526 0.0 0.007 65.533 0.0 0.021 65.554 0.0 0.005 Pt Pv Pn Page 8 Date 5/3/07 ******* Notes ****** Vel = 1.49 Vel = 1.59 * Fixed loss = 6 Vel = 1.48 Vel = 1.59 K Factor= 30.71 Vel = 1.22 Qa = 100 Vel = 1.02 Vel = 0.67 Vel = 0.32 Vel = 0.32 K Factor= 13.08 Vel = 0.34 Vel = 0.35 Vel = 0.51 Vel = 0.24 Computer Programs by Hydratec Inc. Route 111 Wi ndham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point R to TEST F to G G to H H to J J to K K to L L to M N to p p to F F to A A to TEST Qa Qt 0.0 79.26 0.0 79.26 1.64 1.64 0.0 1.64 0.0 1.64 0.0 1.64 0.0 1.64 0.0 1.64 0.0 1.64 -24.12 -24.12 0.0 -24.12 -1 .65 -25.77 189.99 164.22 0.0 164.22 Dia. "C" Pf/Ft 11 .65 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0002 Fitting or Eqv. Ln. 4G 32.199 1F 17.441 0.0 1G 6 .041 1T 52.855 1F 13.591 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1G 6.041 1T 52.855 0.0 1F 13.591 1G 6.041 1T 52.855 SF 67.957 1G 6.041 1T 52.855 2F 27.183 2G 12.081 1T 52.855 2G 12.081 1T 52.855 0.0 Pipe Ftng's Total 620.000 49.641 669.641 107.000 72.487 179.487 7.000 0.0 7.000 42.000 0.0 42.000 93.000 0.0 93.000 54.000 0 .0 54.000 200.000 58.895 258.895 64.000 72.487 136.487 812.000 126.852 938.852 153.000 92.119 245.119 125.000 64.937 189.937 Pt Pe Pf 65.559 -1 .299 0.006 64.266 65.526 0.0 0.0 65.526 0.0 0.0 65.526 0.0 0.0 65.526 0.0 0.0 65.526 0.0 0.0 65.526 0.0 0.0 65.526 65.533 0.0 -0.001 65.532 0.0 -0.006 65.526 0.0 -0.002 65.524 -1 .299 0.041 64.266 Pt Pv Pn Page 9 Date 5/3/07 ******* Notes ****** Vel = 0.24 K Factor= 9.89 Vel = 0.01 Vel = 0.01 Vel = 0.01 Vel = 0.01 Vel = 0.01 Vel = 0.01 K Factor= 0.20 Vel = 0.15 Vel = 0.15 Vel = 0.17 Vel = 1.05 K Factor = 20 .48 Computer Programs by Hydratec Inc. Route 111 Windham N. H. USA 03087