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HomeMy WebLinkAbout2800 WHIPTAIL LOOP; 101; FPC2021-0083; PermitPERMIT REPORT Fire Permit Print Date: 08/16/2021 Job Address: 2800 WHIPTAIL LOOP, # 101, CARLSBAD, CA 92010-6751 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel#: 2091202500 Track #: Valuation: $207,527.62 Lot#: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: PACIFIC VISTA COMMERCE CENTER -ON TRAC -SPRINKLER Tl (37 HEADS) Applicant: A AND D FIRE SPRINKLERS INC TREVOR TORRES 7130 CONVOY CT SAN DIEGO, CA 92111-1019 (858) 277-3473 FEE FIRE NFPA 13 or 13R System 7 -100 heads Total Fees: $553.00 Fire Department Total Payments To Date: $553.00 (city of Carlsbad Permit No: FPC2021-0083 Status: Closed -Finaled Applied: 05/18/2021 Issued: 06/16/2021 Finaled Close Out: 08/16/2021 Inspector: Final Inspection: FPContractor: A AND D FIRE SPRINKLERS INC 7130 CONVOY CT SAN DIEGO, CA 92111-1019 (858) 277-3473 Balance Due: AMOUNT $553.00 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-4665 I 760-602-8561 f I www.carlsbadca.gov 1Hydraulic Calcullations by HydiraCALC Hydratec Incorporated 64 Haverhill Road Route 111 Windham, NH 03087 603-434-0502 Job Name D-351 4_Building C_Calc Drawing Location Remote Area Contract Data File D-3514_Building C_Calc Area 1 .WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve Hydratec Incorporated D-3514_Building C_Calc City Water Supply: C 1 -Static Pressure : 140 150 140 C2 -Residual Pressure: 102.333 C2 -Residual Flow 2345.87 C1 r-F==c 130 p 120 r-----=-==-+== R 110 E 100 f 02 ~ ~ ¢2 S 90 S 80 I 1 U 70 R 60 E 50 j IT 40 30 ~ 20 10 I n-t 300 600 900 1200 1500 1800 2100 2400 FLOW ( N " 1.85 ) Computer Programs by Hydratec Inc. Revision: 50.5520.727 Demand: D1 -Elevation D2 -System Flow Page 1 Date : 4.405 D2 -System Pressure Hose ( Demand ) : 544.526 :110.832 D3 -System Demand Safety Margin ------ 2700 : 544.526 : 26.642 ~ Fittings Used Summary Hydratec Incorporated D-3514_Building C_Calc Fitting Legend Abbrev. Name E NFPA 13 90' Standard Elbow T NFPA 13 90' Flov-t thru Tee Units Summary Diameter Units Length Units Flow Units Pressure Units ½ ¼ 1 2 3 4 Inches Feet 1 1¼ 2 3 5 6 US Gallons per Minute Pounds per Square Inch 1½ 2 2½ 3 3½ 4 5 6 7 8 8 10 12 15 17 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 CF actors 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. 4 5 6 10 12 14 20 25 30 Computer Programs by Hydratec Inc. Revision: 50.5520. 727 Page 2 Date 8 10 12 14 16 18 20 24 18 22 27 35 40 45 50 61 35 50 60 71 81 91 101 121 · Flow Summary -NFPA Hydratec Incorporated D-3514_Building C_Calc Node at Source BOR Node Tag 1 2 3 4 5 6 7 MZ2 MZ1 8 9 10 11 12 TOR BOR 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Static Pressure 140.0 Elevation 9.0 13.17 13.17 13.17 13.17 13.17 13.17 13.17 36.75 36.75 36.75 35.83 35.83 34.08 34.08 3.0 13.17 9.0 9.0 13.17 13.17 13.92 9.0 13.17 13.17 9.0 9.0 11.0 13.92 13.92 13.92 13.92 11 .0 13.92 11 .0 13.92 11 .0 13.92 13.92 13.92 SUPPLY ANALYSIS Residual Pressure Flow 102.333 2345.87 Available Pressure 137.473 NODE ANALYSIS Pressure Discharge Node Type at Node at Node 5.6 17.97 23.74 17.71 20.83 30.58 75.88 78.15 80.05 88.0 83.32 86.47 95.01 96.06 96.06 97.04 97.3 110.83 5.6 16.14 22.5 5.6 20.87 25.59 5.6 29.93 30.64 75.28 75.21 70.84 5.6 27.43 29.33 29.24 36.09 5.6 28.69 30.0 5.6 35.05 33.16 5.6 52.91 40.73 55.05 58.72 59.6 61.37 5.6 54.09 41 .18 55.85 5.6 55.68 41.78 57.52 5.6 61.46 43.9 64.09 68.31 68.87 Total Demand 544.53 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Page 3 Date Required Pressure 110.832 Notes 225 225 225 225 225 225 225 225 225 225 225 Flow Summary -NFPA Hydratec Incorporated Page 4 D-3514_Building C_Calc Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 37 13.92 73.2 38 11.0 5.6 61.96 44.08 0.1 225 39 13.92 64.62 40 11.0 5.6 64.7 45.04 0.1 225 41 13.92 67.81 42 13.92 72.24 43 11 .0 5.6 68.12 46.22 0.1 225 44 13.92 71.7 45 13.92 76.34 47 11 .0 5.6 69.37 46.64 0.1 225 48 13.92 71.29 49 13.92 76.01 46 13.92 77.35 50 35.83 95.85 51 35.83 95.87 52 35.83 95.89 53 35.83 95.91 54 35.83 95.93 55 35.83 95.94 56 35.83 95.95 57 35.83 95.96 58 35.83 95.96 59 35.83 95.97 60 35.83 95.98 61 35.83 95.98 62 35.83 95.98 63 35.83 95.99 64 35.83 95.99 65 35.83 95.99 66 35.83 95.99 67 35.83 95.99 68 35.83 95.99 69 35.83 95.99 70 35.83 95.99 71 36.75 95.62 72 35.83 96.02 73 35.83 96.02 74 35.83 96.02 75 35.83 96.02 76 35.83 96.02 77 35.83 96.02 78 35.83 96.02 79 35.83 96.02 80 35.83 96.02 81 35.83 96.03 82 35.83 96.03 83 35.83 96.03 84 35.83 96.03 85 35.83 96.03 Computer Programs by Hydratec Inc. Revision: 50.5520. 727 Flow Summary -NFPA Hydratec Incorporated Page 5 D-3514_Building C_Calc Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 86 35.83 96.03 87 35.83 96.04 88 35.83 96.04 89 35.83 96.04 90 35.83 96.05 91 35.83 96.06 92 36.75 95.64 93 36.75 95.64 94 36.75 95.63 95 36.75 95.63 96 36.75 95.63 97 36.75 95.63 98 36.75 95.63 99 36.75 95.63 100 36.75 95.62 101 36.75 95.62 102 36.75 95.62 103 36.75 95.62 104 36.75 95.62 105 36.75 95.62 106 36.75 95.62 107 36.75 95.62 108 36.75 95.62 109 36.75 95.62 110 36.75 95.62 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Hydratec Incorporated D-3514_Building C_Calc Node1 Elev1 K to Node2 Elev2 Fact 9 5.60 to 2 13.17 2 13.17 to 3 13.17 3 13.17 to 4 13.17 4 13.17 to 5 13.17 5 13.17 to 6 13.17 6 13.17 to 7 13.17 7 13.17 to MZ2 13.17 MZ2 13.17 to MZ1 36.75 MZ1 36.75 to 8 36.75 8 36.75 to 9 36.75 9 36.75 to 10 35.83 10 35.83 to 11 35.83 11 35.83 to 12 34.08 12 34.08 to TOR 34.08 TOR 34.08 to BOR 3 BOR Qa Norn Fitting or Qt Act Eqiv Len 23.74 E 2.336 23.74 1.083 22.50 1 46.24 1.083 25.58 1 71 .82 1.083 30.64 1 T 6.217 102.46 1.097 216.18 3 E 9.408 318.64 3.26 133.02 3 451.66 3.26 92.87 3 2E 18.815 544.53 3.26 0.0 3 544.53 3.26 0.0 3 E 9.408 544.53 3.26 -277.32 3 E 9.408 T 20.159 267.21 3.26 0.0 3 E 9.408 267.21 3.26 0.0 8 267.21 8.249 277.32 8 T 41 .108 2E 42.282 544.53 8.249 0.0 10 544.53 10.42 0.0 10 2E 53.241 544.53 10.42 0.0 544.53 Pipe Ftngs Total 7.750 2.336 10.086 5.940 5.940 8.220 8.220 14.860 6.217 21.077 16.620 9.408 26.028 11.420 11.420 15.010 18.815 33.825 23.580 23.580 4.000 9.408 13.408 106.000 29.567 135.567 0.920 9.408 10.328 5.000 5.000 2.750 83.390 86.140 321 .950 321 .950 31.580 53.241 84.821 CFact Pf/Ft 120 0.1530 120 0.5253 120 1.1860 120 2.1497 120 0.0872 120 0.1662 120 0.2349 120 0.2349 120 0.2349 120 0.0629 120 0.0629 120 0.0008 120 0.0026 120 0.0008 120 0.0008 Pt Pe Pf 17.970 -1.806 1.543 17.707 0.0 3.120 20.827 0.0 9.749 30.576 0.0 45.309 75.885 0.0 2.269 78.154 0.0 1.898 80.052 0.0 7.946 87.998 -10.212 5.539 83.325 0.0 3.150 86.475 0.0 8.533 95.008 0.398 0.650 96.056 0.0 0.004 96.060 0.758 0.220 97.038 0.0 0.263 97.301 13.461 0.070 110.832 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Page 6 Date ******* Notes ****** Vel = 8.27 Vel = 16.10 Vel = 25.01 Vel = 34.78 Vel = 12.25 Vel = 17.36 Vel = 20.93 Vel = 20.93 Vel = 20.93 Vel = 10.27 Vel = 10.27 Vel = 1.60 Vel = 3.27 Vel = 2.05 Vel= 2.05 K Factor= 51 .72 Final Calculations : Hazen-Williams Hydratec Incorporated D-3514_Building C_Calc Node 1 Elev1 K to Node2 Elev2 Fact 13 13.17 5.60 to 2 13.17 2 14 9 5.60 to 3 13.17 3 15 9 5.60 to 4 13.17 4 5 13.17 to 16 13.17 16 13.17 to 17 13.17 17 13.17 to 18 13.92 18 19 9 5.60 to 20 13.17 20 13.17 to 21 13.17 21 13.17 to 16 13.17 16 22 9 5.60 to 20 13.17 20 23 9 5.60 to 21 13.17 Qa Norn Fitting or Qt Act Eqiv Len 22.50 1 T 5.84 22.5 1.083 0.0 22.50 25.59 1 T 5.84 25.59 1.083 0.0 25.59 30.64 1 T 5.84 30.64 1.083 0.0 30.64 -216.18 3 -216.18 3.26 92.48 3 -123.7 3.26 0.0 1.5 T 9.9 -123.7 1.682 0.0 -123.70 29.33 1 E 2.336 29.33 1.083 29.99 59.32 1.083 33.16 1 T 5.84 92.48 1.083 0.0 92.48 30.00 1 T 5.84 30.0 1.083 0.0 30.00 33.16 1 T 5.84 33.16 1.083 0.0 Pipe Ftngs Total 5.450 5.840 11 .290 4.170 5.840 10.010 4.170 5.840 10.010 14.310 14.310 4.570 4.570 0.750 9.900 10.650 13.690 2.336 16.026 8.220 8.220 14.860 5.840 20.700 4.170 5.840 10.010 4.170 5.840 10.010 CFact Pf/Ft 120 0.1385 120 0.1757 120 0.2452 120 -0.0426 120 -0.0151 120 -0.3800 120 0.2262 120 0.8326 120 1.8931 120 0.2358 120 0.2837 Pt Pe Pf 16.143 0.0 1.564 17.707 20.874 -1 .806 1.759 20.827 29.928 -1.806 2.454 30.576 75.885 0.0 -0.609 75.276 0.0 -0.069 75.207 -0.325 -4.047 70.835 27.425 -1.806 3.625 29.244 0.0 6.844 36.088 0.0 39.188 75.276 28.690 -1 .806 2.360 29.244 35.054 -1.806 2.840 Computer Programs by Hydratec Inc. Revision: 50.5520. 727 Page 7 Date ******* Notes ****** Vel = 7.84 K Factor= 5.35 Vel = 8.91 K Factor= 5.61 Vel = 10.67 K Factor= 5.54 Vel = 8.31 Vel = 4.75 Vel = 17.86 K Factor= -14.70 Vel = 10.22 Vel = 20.66 Vel = 32.21 K Factor= 10.66 Vel = 10.45 K Factor= 5.55 Vel = 11 .55 Final Calculations : Hazen-Williams Hydratec Incorporated D-3514_Building C_Calc Node1 Elev1 K to Node2 Elev2 Fact 21 24 11 5.60 to 25 13.92 25 13.92 to 26 13.92 26 13.92 to 27 13.92 27 13.92 to 28 13.92 28 13.92 to 18 13.92 18 29 11 5.60 to 30 13.92 30 13.92 to 27 13.92 27 31 11 5.60 to 32 13.92 32 13.92 to 28 13.92 28 33 11 5.60 to 34 13.92 34 13.92 to 35 13.92 35 13.92 to 36 13.92 36 13.92 to 37 13.92 Qa Norn Fitting or Qt Act Eqiv Len 33.16 40.73 1 E 2.336 40.73 1.083 0.0 1 E 2.336 T 5.84 40.73 1.083 0.0 1.5 40.73 1.682 41.19 1.5 81 .92 1.682 41 .78 1.5 2E 9.9 123.7 1.682 0.0 123.70 41 .18 1 E 2.336 41 .18 1.083 0.0 1 E 2.336 T 5.84 41.18 1.083 0.0 41.18 41 .78 1 E 2.336 41 .78 1.083 0.0 E 2.336 T 5.84 41.78 1.083 0.0 41 .78 43.90 1 E 2.336 43.9 1.083 0.0 1 E 2.336 T 5.84 43.9 1.083 0.0 1.5 43.9 1.682 44.08 1.5 T 9.9 87.98 1.682 Pipe Ftngs Total 5.870 2.336 8.206 0.670 8.176 8.846 18.000 18.000 10.000 10.000 15.000 9.900 24.900 4.810 2.336 7.146 0.670 8.176 8.846 4.810 2.336 7.146 0.670 8.176 8.846 5.830 2.336 8.166 0.670 8.176 8.846 10.000 10.000 11 .500 9.900 21.400 CFact Pf/Ft 120 0.4153 120 0.4154 120 0.0487 120 0.1772 120 0.3800 120 0.4240 120 0.4239 120 0.4355 120 0.4353 120 0.4771 120 0.4771 120 0.0559 120 0.2023 Pt Pe Pf 36.088 52.907 -1.265 3.408 55.050 0.0 3.675 58.725 0.0 0.876 59.601 0.0 1.772 61.373 0.0 9.462 70.835 54.086 -1 .265 3.030 55.851 0.0 3.750 59.601 55.675 -1.265 3.112 57.522 0.0 3.851 61 .373 61.460 -1.265 3.896 64.091 0.0 4.220 68.311 0.0 0.559 68.870 0.0 4.330 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Page 8 Date ******* Notes •••••• K Factor = 5.52 Vel = 14.19 Vel = 14.19 Vel = 5.88 Vel = 11.83 Vel = 17.86 K Factor = 14.70 Vel = 14.34 Vel = 14.34 K Factor = 5.33 Vel = 14.55 Vel = 14.55 K Factor= 5.33 Vel = 15.29 Vel = 15.29 Vel = 6.34 Vel = 12.70 Final Calculations : Hazen-Williams Hydratec Incorporated D-3514_Building C_Calc Node1 Elev1 K to Node2 Elev2 Fact 37 13.92 to 6 13.17 6 38 11 5.60 to 39 13.92 39 13.92 to 36 13.92 36 40 11 5.60 to 41 13.92 41 13.92 to 42 13.92 42 13.92 to 37 13.92 37 43 11 5.60 to 44 13.92 44 13.92 to 45 13.92 45 13.92 to 46 13.92 46 47 11 5.60 to 48 13.92 48 13.92 to 49 13.92 49 13.92 to 46 13.92 46 13.92 to 7 13.17 Qa Norn Fitting or Qt Act Eqiv Len 45.04 1.5 T 9.9 133.02 1.682 0.0 133.02 44.08 1 E 2.336 44.08 1.083 0.0 1 E 2.336 T 5.84 44.08 1.083 0.0 44.08 45.04 1 E 2.336 45.04 1.083 0.0 1 E 2.336 T 5.84 45.04 1.083 0.0 1.5 T 9.9 45.04 1.682 0.0 45.04 46.22 1 E 2.336 46.22 1.083 0.0 1 E 2.336 T 5.84 46.22 1.083 0.0 1.5 T 9.9 46.22 1.682 0.0 46.22 46.64 1 E 2.336 46.64 1.083 0.0 1 E 2.336 T 5.84 46.64 1.083 0.0 1.5 T 9.9 46.64 1.682 46.22 1.5 T 9.9 92.86 1.682 Pipe Ftngs Total 0.750 9.900 10.650 5.830 2.336 8.166 0.670 8.176 8.846 6.420 2.336 8.756 0.670 8.176 8.846 6.500 9.900 16.400 6.880 2.336 9.216 0.670 8.176 8.846 6.500 9.900 16.400 3.630 2.336 5.966 0.670 8.176 8.846 11.500 9.900 21.400 0.750 9.900 10.650 CFact Pf/Ft 120 0.4346 120 0.4807 120 0.4807 120 0.5003 120 0.5002 120 0.0587 120 0.5248 120 0.5248 120 0.0615 120 0.5337 120 0.5336 120 0.0625 120 0.2236 Pt Pe Pf 73.200 0.325 4.629 78.154 61 .958 -1.265 3.925 64.618 0.0 4.252 68.870 64.697 -1.265 4.381 67.813 0.0 4.425 72.238 0.0 0.962 73.200 68.124 -1.265 4.837 71 .696 0.0 4.642 76.338 0.0 1.008 77.346 69.369 -1.265 3.184 71 .288 0.0 4.720 76.008 0.0 1.338 77.346 0.325 2.381 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Page 9 Date ******* Notes ****** Vel = 19.21 K Factor= 15.05 Vel = 15.35 Vel = 15.35 K Factor= 5.31 Vel = 15.69 Vel = 15.69 Vel = 6.50 K Factor = 5.26 Vel = 16.10 Vel = 16.10 Vel= 6.67 K Factor= 5.26 Vel = 16.24 Vel = 16.24 Vel = 6.73 Vel = 13.41 Final Calculations : Hazen-Williams Hydratec Incorporated D-3514_Building C_Calc Node1 Elev1 K Qa Norn Fitting to or Node2 Elev2 Fact Qt Act Eqiv Len 0.0 7 92.86 8 36.75 277.32 3 2T 40.319 to 3E 28.223 50 35.83 277.32 3.26 50 35.83 0.0 6 to 51 35.83 277.32 6.357 51 35.83 -24.84 6 to 52 35.83 252.48 6.357 52 35.83 -22.74 6 to 53 35.83 229.74 6.357 53 35.83 -20.84 6 to 54 35.83 208.9 6.357 54 35.83 -19.11 6 to 55 35.83 189.79 6.357 55 35.83 -17.77 6 to 56 35.83 172.02 6.357 56 35.83 -16.39 6 to 57 35.83 155.63 6.357 57 35.83 -15.17 6 to 58 35.83 140.46 6.357 58 35.83 -14.02 6 to 59 35.83 126.44 6.357 59 35.83 -13.07 6 to 60 35.83 113.37 6.357 60 35.83 -12.25 6 to 61 35.83 101 .12 6.357 61 35.83 -11 .55 6 to 62 35.83 89.57 6.357 62 35.83 -10.97 6 to 63 35.83 . 78.6 6.357 63 35.83 -10.57 6 to 64 35.83 68.03 6.357 Pipe Ftngs Total 64.590 68.542 133.132 8.000 8.000 10.000 10.000 10.000 10.000 10.000 10.000 8.750 8.750 10.000 10.000 10.040 10.040 10.750 10.750 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 8.500 8.500 10.040 10.040 CFact Pf/Ft 120 0.0674 120 0.0026 120 0.0022 120 0.0018 120 0.0016 120 0.0013 120 0.0011 120 0.0009 120 0.0007 120 0.0006 120 0.0005 120 0.0004 120 0.0003 120 0.0002 120 0.0002 Pt Pe Pf 80.052 86.475 0.398 8.976 95.849 0.0 0.021 95.870 0.0 0.022 95.892 0.0 0.018 95.910 0.0 0.016 95.926 0.0 0.01 1 95.937 0.0 0,011 95.948 0.0 0.009 95.957 0.0 0.008 95.965 0.0 0.006 95.971 0.0 0.005 95.976 0.0 0.004 95.980 0.0 0.003 95.983 0.0 0.002 95.985 0.0 0.002 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Page 10 Date ******* Notes ****** K Factor= 10.38 Vel = 10.66 Vel = 2.80 Vel = 2.55 Vel = 2.32 Vel = 2.11 Vel = 1.92 Vel = 1.74 Vel = 1.57 Vel = 1.42 Vel = 1.28 Vel = 1.15 Vel = 1.02 Vel = 0.91 Vel = 0.79 Vel = 0.69 Final Calculations : Hazen-Williams Hydratec Incorporated D-3514_Building C_Calc Node1 .Elev1 K to Node2 Elev2 Fact 64 35.83 to 65 35.83 65 35.83 to 66 35.83 66 35.83 to 67 35.83 67 35.83 to 68 35.83 68 35.83 to 69 35.83 69 35.83 to 70 35.83 70 35.83 to 71 36.75 71 36.75 to 72 35.83 72 35.83 to 73 35.83 73 35.83 to 74 35.83 74 35.83 to 75 35.83 75 35.83 to 76 35.83 76 35.83 to 77 35.83 77 35.83 to 78 35.83 78 35.83 to 79 35.83 79 35.83 to 80 35.83 Qa Norn Fitting or Qt Act Eqiv Len -10.19 6 57.84 6.357 -9.90 6 47.94 6.357 -9.67 6 38.27 6.357 -9.53 6 28.74 6.357 -9.44 6 19.3 6.357 -9.41 6 9.89 6.357 0.0 3 2E 18.815 T 20.159 9.89 3.26 0.0 3 E 9.408 9.89 3.26 0.0 8 9.89 8.249 9.41 8 19.3 8.249 9.44 8 28.74 8.249 9.53 8 38.27 8.249 9.67 8 47.94 8.249 9.90 8 57.84 8.249 10.19 8 68.03 8.249 10.57 8 78.6 8.249 Pipe Ftngs Total 10.000 10.000 11.170 11.170 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 168.590 38.974 207.564 0.920 9.408 10.328 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 11 .170 11 .170 10.000 10.000 10.040 10.040 8.500 8.500 Computer Programs by Hydratec Inc. CFact Pf/Ft 120 0.0002 120 0.0001 120 0 120 0.0001 120 0 120 0 120 0.0001 120 0.0002 120 0 120 0 120 0 120 0 120 0.0001 120 0 120 0.0001 120 0 Pt Pe Pf 95.987 0.0 0.002 95.989 0.0 0.001 95.990 0.0 0.0 95.990 0.0 0.001 95.991 0.0 0.0 95.991 0.0 0.0 95.991 -0.398 0.029 95.622 0.398 0.002 96.022 0.0 0.0 96.022 0.0 0.0 96.022 0.0 0.0 96.022 0.0 0.0 96.022 0.0 0.001 96.023 0.0 0.0 96.023 0.0 0.001 96.024 0.0 0.0 Revision: 50.5520.727 Page 11 Date ******* Notes ****** Vel = 0.58 Vel = 0.48 Vel = 0.39 Vel = 0.29 Vel = 0.20 Vel= 0.10 Vel= 0.38 Vel = 0.38 Vel = 0.06 Vel = 0.12 Vel = 0.17 Vel = 0.23 Vel = 0.29 Vel = 0.35 Vel = 0.41 Vel = 0.47 Final Calculations : Hazen-Williams Hydratec Incorporated D-3514_Building C_Calc Node1 Elev1 K to Node2 Elev2 Fact 80 35.83 to 81 35.83 81 35.83 to 82 35.83 82 35.83 to 83 35.83 83 35.83 to 84 35.83 84 35.83 to 85 35.83 85 35.83 to 86 35.83 86 35.83 to 87 35.83 87 35.83 to 88 35.83 88 35.83 to 89 35.83 89 35.83 to 90 35.83 90 35.83 to 91 35.83 91 35.83 to 11 35.83 11 51 35.83 to 92 36.75 92 36.75 to 91 35.83 91 Qa Norn Fitting or Qt Act Eqiv Len 10.97 8 89.57 8.249 11 .55 8 101.12 8.249 12.25 8 113.37 8.249 13.07 8 126.44 8.249 14.02 8 140.46 8.249 15.17 8 155.63 8.249 16.39 8 172.02 8.249 17.77 8 189.79 8.249 19.11 8 208.9 8.249 20.84 8 229.74 8.249 22.74 8 252.48 8.249 24.84 8 277.32 8.249 0.0 277.32 24.84 3 2T 40.319 E 9.408 24.84 3.26 0.0 3 T 20.159 24.84 3.26 0.0 24.84 Pipe Ftngs Total 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.750 10.750 10.040 10.040 10.000 10.000 8.750 8.750 10.000 10.000 10.000 10.000 10.000 10.000 5.000 5.000 168.590 49.727 218.317 0.920 20.159 21 .079 CFact Pf/Ft 120 0.0001 120 0.0001 120 0.0002 120 0.0001 120 0.0003 120 0.0002 120 0.0003 120 0.0003 120 0.0005 120 0.0005 120 0.0006 120 0.0008 120 0.0008 120 0.0008 Pt Pe Pf 96.024 0.0 0.001 96.025 0.0 0.001 96.026 0.0 0.002 96.028 0.0 0.001 96.029 0.0 0.003 96.032 0.0 0.002 96.034 0.0 0.003 96.037 0.0 0.003 96.040 0.0 0.005 96.045 0.0 0.005 96.050 0.0 0.006 96.056 0.0 0.004 96.060 95.870 -0.398 0.169 95.641 0.398 0.017 96.056 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Page 12 Date ******* Notes •••••• Vel = 0.54 Vel = 0.61 Vel = 0.68 Vel = 0.76 Vel = 0.84 Vel = 0.93 Vel = 1.03 Vel = 1.14 Vel = 1.25 Vel = 1.38 Vel = 1.52 Vel = 1.66 K Factor= 28.30 Vel = 0.95 Vel = 0.95 K Factor= 2.53 Final Calculations : Hazen-Williams Hydratec Incorporated D-3514_Building C_Calc Node1 Elev1 K Qa Norn Fitting to or Node2 Elev2 Fact Qt Act Eqiv Len 52 35.83 22.74 3 2T 40.319 to E 9.408 93 36.75 22.74 3.26 93 36.75 0.0 3 T 20.159 to 90 35.83 22.74 3.26 0.0 90 22.74 53 35.83 20.83 3 2T 40.319 to E 9.408 94 36.75 20.83 3.26 94 36.75 0.0 3 T 20.159 to 89 35.83 20.83 3.26 0.0 89 20.83 54 35.83 19.11 3 2T 40.319 to E 9.408 95 36.75 19.11 3.26 95 36.75 0.0 3 T 20.159 to 88 35.83 19.11 3.26 0.0 88 19.11 55 35.83 17.77 3 2T 40.319 to E 9.408 96 36.75 17.77 3.26 96 36.75 0.0 3 T 20.159 to 87 35.83 17.77 3.26 0.0 87 17.77 56 35.83 16.40 3 2T 40.319 to E 9.408 97 36.75 16.4 3.26 97 36.75 0.0 3 T 20.159 to 86 35.83 16.4 3.26 0.0 86 16.40 57 35.83 15.17 3 2T 40.319 to E 9.408 98 36.75 15.17 3.26 98 36.75 0.0 3 T 20.159 to 85 35.83 15.17 3.26 Pipe Ftngs Total 168.590 49.727 218.317 0.920 20.159 21.079 168.590 49.727 218.317 0.920 20.159 21 .079 168.590 49.727 218.317 0.920 20.159 21 .079 168.590 49.727 218.317 0.920 20.159 21.079 168.590 49.727 218.317 0.920 20.159 21.079 168.590 49.727 218.317 0.920 20.159 21 .079 CFact Pf/Ft 120 0.0007 120 0.0007 120 0.0006 120 0.0006 120 0.0005 120 0.0005 120 0.0004 120 0.0004 120 0.0004 120 0.0004 120 0.0003 120 0.0003 Pt Pe Pf 95.892 -0.398 0.144 95.638 0.398 0.014 96.050 95.910 -0.398 0.122 95.634 0.398 0.013 96.045 95.926 -0.398 0.104 95.632 0.398 0.010 96.040 95.937 -0.398 0.091 95.630 0.398 0.009 96.037 95.948 -0.398 0.078 95.628 0.398 0.008 96.034 95.957 -0.398 0.068 95.627 0.398 0.007 Computer Programs by Hydratec Inc. Revision: 50.5520. 727 Page 13 Date ******* Notes ****** Vel = 0.87 Vel = 0.87 K Factor= 2.32 Vel = 0.80 Vel = 0.80 K Factor= 2.13 Vel = 0.73 Vel = 0.73 K Factor= 1.95 Vel = 0.68 Vel = 0.68 K Factor= 1.81 Vel = 0.63 Vel = 0.63 K Factor= 1.67 Vel = 0.58 Vel = 0.58 Final Calculations : Hazen-Williams Hydratec Incorporated D-3514_Building C_Calc Node1 Elev1 K Qa Norn Fitting to or Node2 Elev2 Fact Qt Act Eqiv Len 0.0 85 15.17 58 35.83 14.01 3 2T 40.319 to E 9.408 99 36.75 14.01 3.26 99 36.75 0.0 3 T 20.159 to 84 35.83 14.01 3.26 0.0 84 14.01 59 35.83 13.07 3 2T 40.319 to E 9.408 100 36.75 13.07 3.26 100 36.75 0.0 3 T 20.159 to 83 35.83 13.07 3.26 0.0 83 13.07 60 35.83 12.25 3 2T 40.319 to E 9.408 101 36.75 12.25 3.26 101 36.75 0.0 3 T 20.159 to 82 35.83 12.25 3.26 0.0 82 12.25 61 35.83 11 .55 3 2T 40.319 to E 9.408 102 36.75 11 .55 3.26 102 36.75 0.0 3 T 20.159 to 81 35.83 11.55 3.26 0.0 81 11.55 62 35.83 10.97 3 2T 40.319 to E 9.408 103 36.75 10.97 3.26 103 36.75 0.0 3 T 20.159 to 80 35.83 10.97 3.26 0.0 80 10.97 63 35.83 10.57 3 2T 40.319 to E 9.408 104 36.75 10.57 3.26 104 36.75 0.0 3 T 20.159 to 79 35.83 10.57 3.26 Pipe Ftngs Total 168.590 49.727 218.317 0.920 20.159 21 .079 168.590 49.727 218.317 0.920 20.159 21.079 168.590 49.727 218.317 0.920 20.159 21 .079 168.590 49.727 218.317 0.920 20.159 21 .079 168.590 49.727 218.317 0.920 20.159 21 .079 168.590 49.727 218.317 0.920 20.159 21 .079 Computer Programs by Hydratec Inc. CFact Pf/Ft 120 0.0003 120 0.0003 120 0.0002 120 0.0003 120 0.0002 120 0.0002 120 0.0002 120 0.0002 120 0.0002 120 0.0002 120 0.0002 120 0.0002 Pt Pe Pf 96.032 95.965 -0.398 0.058 95.625 0.398 0.006 96.029 95.971 -0.398 0.051 95.624 0.398 0.006 96.028 95.976 -0.398 0.045 95.623 0.398 0.005 96.026 95.980 -0.398 0.041 95.623 0.398 0.004 96.025 95.983 -0.398 0.037 95.622 0.398 0.004 96.024 95.985 -0.398 0.035 95.622 0.398 0.004 Revision: 50.5520.727 Page 14 Date ******* Notes ****** K Factor= 1.55 Vel= 0.54 Vel= 0.54 K Factor= 1.43 Vel = 0.50 Vel = 0.50 K Factor= 1.33 Vel = 0.47 Vel = 0.47 K Factor = 1.25 Vel = 0.44 Vel = 0.44 K Factor= 1.18 Vel = 0.42 Vel= 0.42 K Factor= 1.12 Vel = 0.41 Vel = 0.41 Finsl Calculations : Hazen-Williams Hydratec Incorporated D-3514_Building C_Calc Node1 Elev1 K to Node2 Elev2 Fact 79 64 35.83 to 105 36.75 105 36.75 to 78 35.83 78 65 35.83 to 106 36.75 106 36.75 to 77 35.83 77 66 35.83 to 107 36.75 107 36.75 to 76 35.83 76 67 35.83 to 108 36.75 108 36.75 to 75 35.83 75 68 35.83 to 109 36.75 109 36.75 to 74 35.83 74 69 35.83 to 110 36.75 110 36.75 to 73 35.83 Qa Norn Fitting or Qt Act Eqiv Len 0.0 10.57 10.19 3 2T 40.319 E 9.408 10.19 3.26 0.0 3 T 20.159 10.19 3.26 0.0 10.19 9.90 3 2T 40.319 E 9.408 9.9 3.26 0.0 3 T 20.159 9.9 3.26 0.0 9.90 9.67 3 2T 40.319 E 9.408 9.67 3.26 0.0 3 T 20.159 9.67 3.26 0.0 9.67 9.53 3 2T 40.319 E 9.408 9.53 3.26 0.0 3 T 20.159 9.53 3.26 0.0 9.53 9.45 3 2T 40.319 E 9.408 9.45 3.26 0.0 3 T 20.159 9.45 3.26 0.0 9.45 9.41 3 2T 40.319 E 9.408 9.41 3.26 0.0 3 T 20.159 9.41 3.26 Pipe Ftngs Total 168.590 49.727 218.317 0.920 20.159 21.079 168.590 49.727 218.317 0.920 20.159 21.079 168.590 49.727 218.317 0.920 20.159 21.079 168.590 49.727 218.317 0.920 20.159 21.079 168.590 49.727 218.317 0.920 20.159 21 .079 168.590 49.727 218.317 0.920 20.159 21.079 Computer Programs by Hydratec Inc. CFact Pf/Ft 120 0.0002 120 0.0001 120 0.0001 120 0.0002 120 0.0001 120 0.0001 120 0.0001 120 0.0001 120 0.0001 120 0.0001 120 0.0001 120 0.0001 Pt Pe Pf 96.024 95.987 -0.398 0.033 95.622 0.398 0.003 96.023 95.989 -0.398 0.030 95.621 0.398 0.004 96.023 95.990 -0.398 0.029 95.621 0.398 0.003 96.022 95.990 -0.398 0.029 95.621 0.398 0.003 96.022 95.991 -0.398 0.028 95.621 0.398 0.003 96.022 95.991 -0.398 0.028 95.621 0.398 0.003 Revision: 50.5520.727 Page 15 Date ******* Notes ****** K Factor = 1.08 Vel = 0.39 Vel = 0.39 K Factor = 1.04 Vel = 0.38 Vel = 0.38 K Factor= 1.01 Vel = 0.37 Vel = 0.37 K Factor= 0.99 Vel = 0.37 Vel = 0.37 K Factor = 0.97 Vel = 0.36 Vel = 0.36 K Factor= 0.96 Vel = 0.36 Vel = 0.36 . Finsl Calculations : Hazen-Williams Hydratec Incorporated D-3514_Building C_Calc Node1 Elev1 K to Node2 Elev2 Fact 73 Qa Qt 0.0 9.41 Norn Act Fitting Pipe CFact Pt or Ftngs Pe Eqiv Len Total Pf/Ft Pf 96.022 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Page 16 Date ******* Notes ****** K Factor = 0.96