Loading...
HomeMy WebLinkAboutReport M51202 V-- C0360 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certifie . Brent Kotula Date: /2023 NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 uponor AquaSAFETM Fire Safety System ®FF COP' Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-One Head Calculation (H.15) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 3 TIGARD OR Remote Area : 1 Contract : 43463F 003 R1 Data File : 43463F 003 R1 2 Story Triplex, Unit 3+Mirror.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 9/29/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 003 R1 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X) l ( )2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 109 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 79.42 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 108 Elev. R Residual (Psi) - 103 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve Uponor, Inc. Page 2 SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023 City Water Supply: Demand: C1 -Static Pressure : 108 D1 - Elevation : 6.063 C2-Residual Pressure: 103 D2-System Flow : 16.974 C2-Residual Flow : 300 D2-System Pressure : 79.422 Hose ( Demand) : 5 D3-System Demand : 21.974 Safety Margin : 28.538 150 140 130 p 120 • R 110 o Cl C2 E 100 S 90 D2 S 80 '" U 70 134 R 60 E 50 40 30 20 10 a4�.. ....I. . . . I . . . . . I . . . . 50 100 150 200 250 300 350 400 450 FLOW ( NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor, Inc. Page 3 SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023 Fitting Legend Abbrev. Name '4 3.4 1 1%. 1% 2 2'A 3 3% 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 1 1 1 1 1 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 Uel* Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb* Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr* Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 Flow Summary - NFPA Uponor, Inc. Page 4 SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.96 21.97 79.422 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 109.0 4.9 12.0 16.97 0.05 324 H.16 109.0 14.09 T.35 109.0 21.11 T.39 109.0 21.26 T.41 109.0 21.62 T.42 109.0 21.74 S.1 109.0 22.95 PRV 95.0 44.59 UMTR 95.0 58.71 TEE 95.0 62.07 5.0 MTR 95.0 73.44 CRB 95.0 77.1 STR 95.0 79.42 T.30 109.0 12.5 H.17 109.0 15.23 T.33 109.0 15.85 T.31 109.0 19.57 H.13 109.0 19.83 H.14 109.0 20.01 H.19 109.0 20.21 T.40 109.0 20.53 H.18 109.0 20.77 T.38 109.0 20.84 T.37 109.0 20.87 T.36 109.0 20.91 T.21 119.0 15.49 T.22 119.0 16.08 H.2 119.0 16.24 T.23 119.0 16.52 H.6 119.0 16.66 H.8 119.0 16.7 T.27 119.0 16.81 H.11 119.0 16.84 H.12 119.0 16.9 T.28 119.0 17.01 H.1 119.0 15.81 H.5 119.0 15.93 H.7 119.0 16.01 T.26 119.0 16.2 H.9 119.0 16.57 H.10 119.0 16.73 H.20 109.0 20.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.15 109 4.90 9.46 0.75 Utr 2.0 9.000 150 12.000 to 2.000 0.0 H.16 109 9.46 0.671 11.000 0.1898 2.088 Vel = 8.58 H.16 109 0.0 0.75 Utb 17.0 20.000 150 14.088 to 17.000 0.0 T.35 109 9.46 0.671 37.000 0.1898 7.022 Vel = 8.58 T.35 109 1.92 1.25 Utr 4.0 1.000 150 21.110 to 4.000 0.0 T.39 109 11.38 1.054 5.000 0.0298 0.149 Vel = 4.18 • T.39 109 2.00 1.25 Utr 4.0 5.000 150 21.259 to 4.000 0.0 T.41 109 13.38 1.054 9.000 0.0400 0.360 Vel = 4.92 T.41 109 3.59 1.25 2.000 150 21.619 to 0.0 T.42 109 16.97 1.054 2.000 0.0620 0.124 Vel= 6.24 T.42 109 0.0 1.25 Uel 11.0 6.000 150 21.743 to T 2.44 13.440 0.0 S.1 109 16.97 1.054 19.440 0.0621 1.208 Vel= 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 22.951 to 1.220 21.063 ** Fixed Loss = 15 PRV 95 16.97 1.054 9.220 0.0621 0.573 Vel= 6.24 PRV 95 0.0 1.25 2.000 150 44.587 to 14.000 ** Fixed Loss = 14 UMTR 95 16.97 1.054 2.000 0.0620 0.124 Vel = 6.24 UMTR 95 0.0 1.25 E 1.22 50.000 150 58.711 to G 0.407 4.067 0.0 TEE 95 16.97 1.054 T 2.44 54.067 0.0621 3.359 Vel = 6.24 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 62.070 to E 1.22 3.661 6.000 ** Fixed Loss=6 MTR 95 21.97 1.054 53.661 0.1001 5.374 Vel= 8.08 MTR 95 0.0 1 20.000 150 73.444 to 1.000 ** Fixed Loss= 1 CRB 95 21.97 0.995 20.000 0.1326 2.652 Vel= 9.07 CRB 95 0.0 1 10.000 150 77.096 to 1.000 ** Fixed Loss= 1 STR 95 21.97 0.995 10.000 0.1326 1.326 Vel= 9.07 0.0 STR 21.97 79.422 K Factor= 2.47 H.15 109 7.52 0.75 Utr 2.0 2.000 150 12.000 to 2.000 0.0 T.30 109 7.52 0.671 4.000 0.1242 0.497 Vel = 6.82 T.30 109 0.0 0.75 Utr 2.0 20.000 150 12.497 to 2.000 0.0 H.17 109 7.52 0.671 22.000 0.1241 2.731 Vel = 6.82 H.17 109 0.0 0.75 5.000 150 15.228 to 0.0 T.33 109 7.52 0.671 5.000 0.1242 0.621 Vel = 6.82 T.33 109 0.0 0.75 Utr 2.0 11.000 150 15.849 to Utb 17.0 19.000 0.0 T.31 109 7.52 0.671 30.000 0.1242 3.725 Vel= 6.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.31 109 -5.28 0.75 Utb 17.0 2.000 150 19.574 to 17.000 0.0 H.13 109 2.24 0.671 19.000 0.0133 0.252 Vel = 2.03 H.13 109 0.0 0.75 Utr 2.0 12.000 150 19.826 to 2.000 0.0 H.14 109 2.24 0.671 14.000 0.0133 0.186 Vel= 2.03 H.14 109 0.0 0.75 Utr 2.0 13.000 150 20.012 to 2.000 0.0 H.19 109 2.24 0.671 15.000 0.0133 0.199 Vel= 2.03 H.19 109 0.0 0.75 Utb 17.0 7.000 150 20.211 to 17.000 0.0 T.40 109 2.24 0.671 24.000 0.0132 0.318 Vel= 2.03 T.40 109 -0.31 0.75 Utb 17.0 7.000 150 20.529 to 17.000 0.0 H.18 109 1.93 0.671 24.000 0.0100 0.240 Vel = 1.75 H.18 109 0.0 0.75 Utr 2.0 5.000 150 20.769 to 2.000 0.0 T.38 109 1.93 0.671 7.000 0.0100 0.070 Vel = 1.75 T.38 109 -0.43 0.75 Utr 2.0 3.000 150 20.839 to 2.000 0.0 T.37 109 1.5 0.671 5.000 0.0062 0.031 Vel= 1.36 T.37 109 0.43 0.75 Utr 2.0 2.000 150 20.870 to 2.000 0.0 T.36 109 1.93 0.671 4.000 0.0100 0.040 Vel= 1.75 T.36 109 0.0 0.75 Utr 2.0 1.000 150 20.910 to Utb 17.0 19.000 0.0 T.35 109 1.93 0.671 20.000 0.0100 0.200 Vel= 1.75 0.0 T.35 1.93 21.110 K Factor= 0.42 T.31 109 5.27 1 13.000 150 19.574 to -4.331 T.21 119 5.27 0.862 13.000 0.0191 0.248 Vel = 2.90 T.21 119 -1.92 0.75 Utr 2.0 2.000 150 15.491 to Utb 17.0 19.000 0.0 T.22 119 3.35 0.671 21.000 0.0278 0.584 Vel = 3.04 T.22 119 0.0 0.75 Utr 2.0 4.000 150 16.075 I to 2.000 0.0 H.2 119 3.35 0.671 6.000 0.0278 0.167 Vel= 3.04 H.2 119 0.0 0.75 Utr 2.0 8.000 150 16.242 to 2.000 0.0 T.23 119 3.35 0.671 10.000 0.0279 0.279 Vel = 3.04 . T.23 119 -2.08 0.75 Utb 17.0 12.000 150 16.521 to Utr 2.0 19.000 0.0 H.6 119 1.27 0.671 31.000 0.0046 0.144 Vel = 1.15 H.6 119 0.0 0.75 Utr 2.0 6.000 150 16.665 to 2.000 0.0 H.8 119 1.27 0.671 8.000 0.0046 0.037 Vel = 1.15 H.8 119 0.0 0.75 Utb 17.0 6.000 150 16.702 to 17.000 0.0 T.27 119 1.27 0.671 23.000 0.0047 0.107 Vel= 1.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.27 119 0.08 0.75 Utr 2.0 3.000 150 16.809 to 2.000 0.0 H.11 119 1.35 0.671 5.000 0.0052 0.026 Vel = 1.22 H.11 119 0.0 0.75 Utr 2.0 10.000 150 16.835 to 2.000 0.0 H.12 119 1.35 0.671 12.000 0.0052 0.063 Vel = 1.22 H.12 119 0.0 0.75 Utb 17.0 4.000 150 16.898 to 17.000 0.0 T.28 119 1.35 0.671 21.000 0.0052 0.109 Vel= 1.22 T.28 119 2.25 1 Utb 17.0 16.000 150 17.007 to 14.000 4.331 T.41 109 3.6 0.862 30.000 0.0094 0.281 Vel= 1.98 0.0 T.41 3.60 21.619 K Factor= 0.77 T.21 119 1.92 0.75 Utb 17.0 13.000 150 15.491 to Utr 2.0 19.000 0.0 H.1 119 1.92 0.671 32.000 0.0100 0.319 Vel = 1.74 H.1 119 0.0 0.75 Utr 2.0 10.000 150 15.810 to 2.000 0.0 H.5 119 1.92 0.671 12.000 0.0100 0.120 Vel = 1.74 H.5 119 0.0 0.75 Utr 2.0 6.000 150 15.930 to 2.000 0.0 H.7 119 1.92 0.671 8.000 0.0100 0.080 Vel = 1.74 H.7 119 0.0 0.75 Utb 17.0 2.000 150 16.010 to 17.000 0.0 T.26 119 1.92 0.671 19.000 0.0099 0.189 Vel = 1.74 T.26 119 0.32 0.75 Utb 17.0 9.000 150 16.199 to Utr 2.0 19.000 0.0 H.9 119 2.24 0.671 28.000 0.0132 0.371 Vel= 2.03 H.9 119 0.0 0.75 Utr 2.0 10.000 150 16.570 to 2.000 0.0 H.10 119 2.24 0.671 12.000 0.0132 0.159 Vel= 2.03 H.10 119 0.0 0.75 Utb 17.0 4.000 150 16.729 to 17.000 0.0 T.28 119 2.24 0.671 21.000 0.0132 0.278 Vel = 2.03 0.0 T.28 2.24 17.007 K Factor= 0.54 T.40 109 0.32 1 12.000 150 20.529 to -4.331 T.26 119 0.32 0.862 12.000 0.0001 0.001 Vel = 0.18 0.0 T.26 0.32 16.199 K Factor= 0.08 T.38 109 0.43 0.75 Utb 17.0 7.000 150 20.839 1 to 17.000 0.0 H.20 109 0.43 0.671 24.000 0.0006 0.015 Vel = 0.39 H.20 109 0.0 0.75 Utb 17.0 7.000 150 20.854 to Utr 2.0 19.000 0.0 T.37 109 0.43 0.671 26.000 0.0006 0.016 Vel= 0.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 T.37 0.43 20.870 K Factor= 0.09 T.23 119 2.08 0.75 Utr 2.0 1.000 150 16.521 to 2.000 0.0 T.24 119 2.08 0.671 3.000 0.0113 0.034 Vel = 1.89 T.24 119 0.0 0.75 2.000 150 16.555 to 0.0 H.3 119 2.08 0.671 2.000 0.0115 0.023 Vel= 1.89 H.3 119 0.0 0.75 Utb 17.0 1.000 150 16.578 to Utr 2.0 19.000 0.0 T.25 119 2.08 0.671 20.000 0.0115 0.230 Vel = 1.89 T.25 119 -0.08 1 Utb 17.0 24.000 150 16.808 to 14.000 4.331 T.39 109 2.0 0.862 38.000 0.0032 0.120 Vel= 1.10 0.0 T.39 2.00 21.259 K Factor= 0.43 T.25 119 0.08 0.75 Utb 17.0 8.000 150 16.808 to Utr 2.0 19.000 0.0 H.4 119 0.08 0.671 27.000 0 0.001 Vel = 0.07 H.4 119 0.0 0.75 Utr 2.0 14.000 150 16.809 to 2.000 0.0 T.27 119 0.08 0.671 16.000 0 0.0 Vel = 0.07 0.0 T.27 0.08 16.809 K Factor= 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087