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HomeMy WebLinkAbout5334 PASEO DEL NORTE; ; AS140301; Permit2/15/24, 2:55 PM AS140301 Permit Data City of Carlsbad Sprinkler Permit 5334 PASEO DEL Job Address: NORTE Permit Type: SPRINK Parcel No: 2110600200 Lot #: 0 Reference No.: Permit No: AS140301 Status: ISSUED Applied 11/24/2014 Approved: 12/1/2014 Issued: 12/1/2014 PC #: Inspector: Project Title: HOEHN BUICK CADILLAC INSTALL ANEW AUTOMATIC FIRE SPRINKER SYSTEM. SPRINKLER PROTECTION IN REMODEL TO EXISTING SHOWROOM BLDG (7,630 SF) A NEW SEPARATE CADILLAC SHOWRROM EXPANSION (4,227 SF) AND NEW SERVICE DRIVE UP CANOPY (2,491 SF). DESIGN AND INSTALLATION PER NFPA 132013 AND CITY OF CARLSBAD FD Applicant: LINDLEY FIRE PROTECTION CO INC 2220 E. VIA BURTON ANAHEIM, CA 92806 714-535-5761 Owner: HOEHN ENTERPRISE I L L C PC BOX 789 CARLSBAD CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 350 0 350 0 about:blank - 1/1 F~p 4;14~4' LINDLEY LINDLEY FIRE PROTECTION CO. 2220 E. VIA BURTON ANAHEIM, CA LIC. # C16/C34 NO. 713562 Phone (714) 535-5761 Fax (714) 535-0576 DATE: 11-14-14 These plans have been reviewed for apparent compliance with the current applicable codes and standard in lbrce in the jttiisdktiiin. The owner or contractor tiny utilize this review in support at an application tr a huitchitt periitit with 'Ile enpress understanding that this review it no way relic-, es I he nwtter or cotttractor or their pi otessiotial ettgitleer or architect for sole respottsuhil itv fail cutttpt lance with said codes and standards. including the building code or for any respotisihilty lot ttettcuettctes. errors. otiiissinns or ttegl igeitce in these plans witettier or not noted in this review. l).tte:ft y 1y Ievicwer&l Im 14 1:7 APl'ROVAl. RECOMMEND At'Pk()V,t.. AS NOTED HYDRAULIC CALCULATIONS FOR, SUBMITTED HOEHN BUICK-CADILLA€ 5334 PASEO DEL NORTE CARLSBAD, CA 92008 mn AREA "B" - SHOWROOM - SYSTEM DENSITY: AREA OF APPLICATION: -DESIGN DATA- (lou C> .2GPMJSQ.FT. 1500 SQ. FT. COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: SPRINKLER K-FACTOR: SPRINKLER SYSTEM FLOW: PRESSURE @ BASE OF RISER: TOTAL DEMAND (INCLUDING HOSE STREAM): SYSTEM PRESSURE: 130 SQ. FT. 16 SPRINKLERS 5.6 K-FACTOR 437.68 GPM 45.8 PSI 687.68 GPM 53.94 PSI Water Supply Curve C Lindley Fire Protection Page Hoehn Buick-Cadillac Area B Date 11-14-14 City Water Supply: Demand: Cl - Static Pressure : 72.9 Dl - Elevation : 8.047 C2 - Residual Pressure: 62.1 02 - System Flow : 437.686 C2 - Residual Flow : 1186 D2 - System Pressure : 53.941 Hose ( Demand) : 250 D3 - System Demand : 687.686 Safety Margin : 15.019 150 140 130 p120 R° E10° S90 s 80 U 70 - R 60 D3 E 50 40 ___ 30j____________________ 20 -- 10 Dl 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram Lindley Fire Protection Page 2 Hoehn Buick-Cadillac Area B Date 11-14-14 26 SPRIGL2 26 SPRIGt1 29.2 B16(- B15-. 12C C 58.5 I 58. 87.9 29.f I 87.9 014.- 12Ci- 12Bi- 12A4- 12 87.9 87.9 26 78.1 130.9 B134- B124- B114- 810*- 89 - IIB 52 104.4 27.4 185.8 87 - B8 - 11B hA 54.8 26.9 81 BG - 85 B4 - B3 lOB 53.9 108.3 27.8 164 BI - B2 - 10B IOA 55.7 0 0 0 A18-, A17- A16-, A15-) A14 GB 0 0 0 A13i- GB -) GA 0 0 0 0 Al2-, All-) A10 AS -, AS -) 58 0 0 0 A? -,5B i- 5A 0 0 0 0 AS .- AS -) A4 - A3 -) A2 -, 4B o a 0 Al -, 4B - 4A 0 87.9 437.7 437.7 l24-llAl0A9A*-8 7 -2 273.7 437.7 437.7 0 0 0 437.7 437.7 537.7 537.7 M4-5A-,4A-)3B-,3A-,.3 -,2 4-1 TOP*- BOP- DS U3*-U2i-UlSRC 0 0 0 437.7 537.7 537.7 537.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Lindley Fire Protection Page 3 Hoehn Buick-Cadillac Area B Date 11-14-14 Fitting Legend Abbrev. Name ½ 1% 2 21A 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 13Gate 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 Zcd Colt C300 Horz Butt Fitting generates a Fixed Loss Based on Flow Units 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. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Lindley Fire Protection Page 4 Hoehn Buick-Cadillac Area B Date 11-14-14 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. SPRlG2 16.75 5.6 21.56 na 26.0 0.2 130 7.0 L2 14.75 23.9 na SPRIG1 16.75 5.6 21.56 na 26.0 0.2 130 7.0 LI 15.58 23.37 na B16 16.75 5.6 27.24 na 29.23 0.2 130 7.0 B15 16.75 5.6 27.29 na 29.25 0.2 130 7.0 B14 16.75 5.6 27.62 na 29.43 0.2 130 7.0 12C 16.75 27.75 na 12B 16.75 28.4 na 12A 14.75 29.75 na B13 15.58 K = K @ L2 23.9 na 26.0 B12 15.58 K = K © L2 23.96 na 26.03 13I1 15.58 KK@L2 24.1 na 26.11 BID 15.58 K = K @ L2 24.39 na 26.26 139 15.58 K = K @ 12 24.89 na 26.53 B7 15.58 K = K @ L2 26.54 na 27.4 B8 15.58 K = K @ L2 26.6 na 27.43 IIB 15.58 27.02 na 136 15.58 K = K @ L2 25.65 na 26.93 135 15.58 K = K @ L2 25.71 na 26.97 134 15.58 K= K @ L2 25.93 na 27.08 133 15.58 K = K @ L2 26.4 na 27.32 BI 15.58 K = K © 12 27.4 na 27.84 132 15.58 K = K © 12 27.47 na 27.87 lOB 15.58 27.9 na A18 15.58 35.14 na A17 15.58 35.14 na A16 15.58 35.14 na A15 15.58 35.14 na A14 15.58 35.14 na A13 15.58 35.14 na 613 15.58 35.14 na Al2 15.58 35.14 na All 15.58 35.14 na AIO 15.58 35.14 na A9 15.58 35.14 na A8 15.58 35.14 na A7 15.58 35.14 na SB 15.58 35.14 na A6 15.58 35.14 na A5 15.58 35.14 na A4 15.58 35.14 na A3 15.58 35.14 na A2 15.58 35.14 na Al 15.58 35.14 na 413 15.58 35.14 na 12 14.75 30.52 na hA 14.75 30.53 na IDA 14.75 30.76 na 9A 14.75 31.32 na 8 14.75 32.1 na 7 14.75 33.07 na 6A 14.75 35.5 na 5A 14.75 35.5 na 4A 14.75 35.5 na 3B 14.75 35.5 na 3A 14.75 35.5 na 3 14.75 35.5 na 2 14.75 35.5 na 1 14.75 37.43 na TOR 14.75 38.24 na BOR 0.0 45.8 na 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Lindley Fire Protection Hoehn Buick-Cadillac Area B Page 5 Date 11-14-14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl -3.0 47.33 na U3 -3.0 48.15 na U2 -3.0 50.07 na Ui -3.0 53.39 na SRC -3.0 53.94 na 150.0 The maximum velocity is 16.31 and it occurs in the pipe between nodes 11 B and 11 A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'Final Calculations - Hazen-Williams Lindley Fire Protection Page 6 Hoehn Buick-Cadillac Area B Date 11-14-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SPRIG2 26.00 1.049 T 5.0 2.000 21.556 K Factor = 5.60 to 120.0 0.0 5.000 0.866 L2 26.0 0.2114 0.0 7.000 1.480 Vel = 9.65 0.0 26.00 23.902 K Factor= 5.32 SPRIGI 26.00 1.049 T 5.0 1.170 21.556 K Factor= 5.60 to 120.0 0.0 5.000 0.507 LI 26.0 0.2113 0.0 6.170 1.304 Vel = 9.65 0.0 26.00 23.367 K Factor = 5.38 B16 29.23 2.157 0.0 6.000 27.241 K Factor =5.60 to 120.0 0.0 0.0 0.0 B15 29.23 0.0078 0.0 6.000 0.047 Vel = 2.57 B15 29.25 2.157 1 12.307 4.160 27.288 K Factor= 5.60 to 120.0 0.0 12.307 0.0 12C 58.48 0.0283 0.0 16.467 0.466 Vel = 5.13 0.0 58.48 27.754 KFactor= 11.10 B14 29.43 2.157 T 12.307 4.830 27.618 K Factor = 5.60 to 120.0 0.0 12.307 0.0 12C 29.43 0.0079 0.0 17.137 0.136 Vel = 2.58 12C 58.48 2.157 E 6.153 4.500 27.754 to 120.0 0.0 6.153 0.0 12B 87.91 0.0602 0.0 10.653 0.641 Vel = 7.72 12B 0.0 2.157 E 6.153 2.000 28.395 to 120.0 0.0 6.153 0.866 12A 87.91 0.0602 0.0 8.153 0.491 Vel = 7.72 12A 0.0 2.157 T 12.307 0.500 29.752 to 120.0 0.0 12.307 0.0 12 87.91 0.0601 0.0 12.807 0.770 Vel = 7.72 0.0 87.91 30.522 K Factor= 15.91 B13 26.00 2.157 0.0 9.500 23.902 K Factor@ node L2 to 120.0 0.0 0.0 0.0 B12 26.0 0.0063 0.0 9.500 0.060 Vel = 2.28 B12 26.03 2.157 0.0 6.000 23.962 K Factor @ node L2 to 120.0 0.0 0.0 0.0 BII 52.03 0.0228 0.0 6.000 0.137 Vel = 4.57 BII 26.11 2.157 0.0 6.000 24.099 K Factor @ node L2 to 120.0 0.0 0.0 0.0 BIO 78.14 0.0483 0.0 6.000 0.290 Vel = 6.86 BID 26.26 2.157 0.0 6.000 24.389 K Factor@ node L2 to 120.0 0.0 0.0 0.0 B9 104.4 0.0828 0.0 6.000 0.497 Vel = 9.17 B9 26.53 2.157 T 12.307 4.660 24.886 K Factor@ node L2 to 120.0 0.0 12.307 0.0 11B 130.93 0.1257 0.0 16.967 2.132 Vel = 11.50 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Lindley Fire Protection Page 7 Hoehn Buick-Cadillac Area B Date 11-14-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 130.93 27.018 KFactor= 25.19 B7 27.40 2.157 0.0 9.000 26.538 K Factor © node L2 to 120.0 0.0 0.0 0.0 B8 27.4 0.0069 0.0 9.000 0.062 Vel = 2.41 B8 27.42 2.157 T 12.307 4.330 26.600 K Factor @ node L2 to 120.0 0.0 12.307 0.0 11B 54.82 0.0251 0.0 16.637 0.418 Vel = 4.81 IIB 130.94 2.157 T 12.307 0.830 27.018 to 120.0 0.0 12.307 0.359 hA 185.76 0.2402 0.0 13.137 3.155 Vel= 16.31 0.0 185.76 30.532 KFactor= 33.62 B6 26.93 2.157 0.0 9.500 25.650 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B5 26.93 0.0067 0.0 9.500 0.064 Vel = 2.36 B5 26.97 2.157 0.0 9.000 25.714 K Factor@ node L2 to 120.0 0.0 0.0 0.0 B4 53.9 0.0243 0.0 9.000 0.219 Vel = 4.73 B4 27.08 2.157 0.0 9.000 25.933 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B3 80.98 0.0517 0.0 9.000 0.465 Vel = 7.11 B3 27.33 2.157 T 12.307 4.660 26.398 K Factor@ node L2 to 120.0 0.0 12.307 0.0 lOB 108.31 0.0885 0.0 16.967 1.501 Vel = 9.51 0.0 108.31 27.899 K Factor= 20.51 BI 27.84 2.157 0.0 9.000 27.404 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B2 27.84 0.0072 0.0 9.000 0.065 Vel = 2.44 B2 27.87 2.157 T 12.307 4.330 27.469 K Factor @ node L2 to 120.0 0.0 12.307 0.0 lOB 55.71 0.0258 0.0 16.637 0.430 Vel = 4.89 lOB 108.31 2.157 T 12.307 0.830 27.899 to 120.0 0.0 12.307 0.359 1 O 164.02 0.1908 0.0 13.137 2.506 Vel= 14.40 0.0 164.02 30.764 K Factor= 29.57 A18 0.0 2.157 0.0 8.500 35.142 to 120.0 0.0 0.0 0.0 A17 0.0 0.0 0.0 8.500 0.0 Vel = 0 A17 0.0 2.157 0.0 7.500 35.142 to 120.0 0.0 0.0 0.0 A16 0.0 0.0 0.0 7.500 0.0 Vel = 0 A16 0.0 2.157 0.0 8.500 35.142 to 120.0 0.0 0.0 0.0 A15 0.0 0.0 0.0 8.500 0.0 Vel = 0 A15 0.0 2.157 0.0 7.500 35.142 to 120.0 0.0 0.0 0.0 A14 0.0 0.0 0.0 7.500 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 final balcuiations - Hazen-Williams Lindley Fire Protection Page 8 Hoehn Buick-Cadillac Area B Date 11-14-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn A14 0.0 2.157 1 12.307 4.330 35.142 to 120.0 0.0 12.307 0.0 6B 0.0 0.0 0.0 16.637 0.0 Vel = 0 0.0 0.0 35.142 K Factor = 0 A13 0.0 2.157 T 12.307 3.660 35.142 to 120.0 0.0 12.307 0.0 6B 0.0 0.0 0.0 15.967 0.0 Vel = 0 6B 0.0 2.157 T 12.307 0.830 35.142 to 120.0 0.0 12.307 0.359 6A 0.0 0.0 0.0 13.137 0.0 Vel = 0 0.0 0.0 35.501 K Factor =0 Al2 0.0 2.157 0.0 8.500 35.142 to 120.0 0.0 0.0 0.0 All 0.0 0.0 0.0 8.500 0.0 Vel = 0 All 0.0 2.157 0.0 7.500 35.142 to 120.0 0.0 0.0 0.0 A10 0.0 0.0 0.0 7.500 0.0 Vel = 0 AlO 0.0 2.157 0.0 8.500 35.142 to 120.0 0.0 0.0 0.0 A9 0.0 0.0 0.0 8.500 0.0 Vel = 0 A9 0.0 2.157 0.0 7.500 35.142 to 120.0 0.0 0.0 0.0 A8 0.0 0.0 0.0 7.500 0.0 Vel = 0 A8 0.0 2.157 T 12.307 4.330 35.142 to 120.0 0.0 12.307 0.0 SB 0.0 0.0 0.0 16.637 0.0 Vel = 0 0.0 0.0 35.142 K Factor =0 A7 0.0 2.157 T 12.307 3.660 35.142 to 120.0 0.0 12.307 0.0 5B 0.0 0.0 0.0 15.967 0.0 Vel = 0 5B 0.0 2.157 T 12.307 0.830 35.142 to 120.0 0.0 12.307 0.359 5A 0.0 0.0 0.0 13.137 0.0 Vel = 0 0.0 0.0 35.501 K Factor =0 A6 to AS 0.0 0.0 2.157 120.0 0.0 0.0 0.0 0.0 8.500 0.0 8.500 35.142 0.0 0.0 Vel = 0 AS 0.0 2.157 0.0 7.500 35.142 to 120.0 0.0 0.0 0.0 A4 0.0 0.0 0.0 7.500 0.0 Vel = 0 A4 0.0 2.157 0.0 8.500 35.142 to 120.0 0.0 0.0 0.0 A3 0.0 0.0 0.0 8.500 0.0 Vel = 0 Computer ProQrams by Hvdratec Inc. Route Ill Windham N.H. USA 03087 'FinI Calculations - Hazen-Williams Lindley Fire Protection Page 9 Hoehn Buick-Cadillac Area B Date 11-14-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn A3 0.0 2.157 0.0 7.500 35.142 to 120.0 0.0 0.0 0.0 A2 0.0 0.0 0.0 7.500 0.0 Vel = 0 A2 0.0 2.157 T 12.307 4.330 35.142 to 120.0 0.0 12.307 0.0 4B 0.0 0.0 0.0 16.637 0.0 Vel = 0 0.0 0.0 35.142 K Factor =O Al 0.0 2.157 T 12.307 3.660 35.142 to 120.0 0.0 12.307 0.0 4B 0.0 0.0 0.0 15.967 0.0 Vel = 0 4B 0.0 2.157 T 12.307 0.830 35.142. to 120.0 0.0 12.307 0.359 4A 0.0 0.0 0.0 13.137 0.0 Vel =O 0.0 0.0 35.501 K Factor =O 12 87.91 4.26 0.0 4.330 30.522 to 120.0 0.0 0.0 0.0 hA 87.91 0.0023 0.0 4.330 0.010 Vel = 1.98 hA 185.76 4.26 0.0 13.000 30.532 to 120.0 0.0 0.0 0.0 10A 273.67 0.0178 0.0 13.000 0.232 - Vel = 6.16 IOA 164.02 4.26 0.0 13.000 30.764 to 120.0 0.0 0.0 0.0 9A 437.69 0.0426 0.0 13.000 0.554 Vel = 9.85 9A 0.0 4.26 E 13.167 5.160 31.318 to 120.0 0.0 13.167 0.0 8 437.69 0.0426 0.0 18.327 0.781 Vel = 9.85 8 0.0 4.26 0.0 22.830 32.099 to 120.0 0.0 0.0 0.0 7 437.69 0.0426 0.0 22.830 0.973 Vel = 9.85 7 0.0 4.26 T 26.334 30.660 33.072 to 120.0 0.0 26.334 0.0 2 437.69 0.0426 0.0 56.994 2.429 Vel = 9.85 0.0 437.69 35.501 KFactor= 73.46 6A 0.0 4.26 0.0 13.000 35.501 to 120.0 0.0 0.0 0.0 5A 0.0 0.0 0.0 13.000 0.0 - Vel = 0 5A to 4A 0.0 0.0 4.26 120.0 0.0 0.0 0.0 0.0 13.500 0.0 13.500 35.501 0.0 0.0 Vel = 0 4A 0.0 4.26 E 13.167 3.660 35.501 to 120.0 0.0 13.167 0.0 3B 0.0 0.0 0.0 16.827 0.0 Vel = 0 3B 0.0 4.26 E 13.167 3.660 35.501 to 120.0 0.0 13.167 0.0 3A 0.0 0.0 0.0 16.827 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finial Calculations - Hazen-Williams Lindley Fire Protection Page 10 Hoehn Buick-Cadillac Area B Date 11-14-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. flC" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 3A 0.0 4.26 E 13.167 2.000 35.501 to 120.0 0.0 13.167 0.0 3 0.0 0.0 0.0 15.167 0.0 Vel = 0 3 0.0 4.26 T 26.334 86.000 35.501 to 120.0 0.0 26.334 0.0 2 0.0 0.0 0.0 112.334 0.0 Vel = 0 2 437.69 4.26 E 13.167 32.000 35.501 to 120.0 0.0 13.167 0.0 1 437.69 0.0426 0.0 45.167 1.925 Vel = 9.85 1 0.0 4.26 E 13.167 6.000 37.426 to 120.0 0.0 13.167 0.0 TOR 437.69 0.0426 0.0 19.167 0.817 Vel = 9.85 0.0 437.69 38.243 K Factor= 70.78 TOR 437.69 6.357 B 12.573 14.750 38.243 to 120.0 Fsp 0.0 12.573 7.388 * * Fixed Loss = I BOR 437.69 0.0061 0.0 27.323 0.166 Vel = 4.42 0.0 437.69 45.797 K Factor= 64.68 BOR 537.69 6.16 E 20.084 10.000 45.797 Qa = 100 to 140.0 0.0 20.084 1.299 Dl 537.69 0.0078 0.0 30.084 0.234 Vel = 5.79 Dl 0.0 5.86 T 38.342 20.000 47.330 to 150.0 2E 35.786 74.128 0.0 U3 537.69 0.0087 0.0 94.128 0.822 Vel = 6.40 U3 0.0 5.86 2E 35.786 145.000 48.152 to 150.0 T 38.342 74.128 0.0 U2 537.69 0.0087 0.0 219.128 1.914 Vel = 6.40 U2 0.0 5.86 2E 35.786 5.000 50.066 to 150.0 Zcd 0.0 35.786 2.967 * * Fixed Loss = 2.967 UI 537.69 0.0087 0.0 40.786 0.356 Vel = 6.40 Ui 0.0 5.86 T 38.342 21.000 53.389 to 150.0 G 3.834 42.176 0.0 SRC 537.69 0.0087 0.0 63.176 0.552 Vel = 6.40 150.00 Qa= 150.00 687.69 53.941 K Factor= 93.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087