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11 ST2o21-oo 372 L{#co I 16"41RECEIVED I here by certify that this plan, specification, or report was prepared by me or under my FEB 2 2022 direct supervision and that I am NICET Certifie . L;ITY OF TIGARD BUILDING DIVISION Brent Kotula Date: /21 NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 1.11) 01101 AquaSAFETM Fire Safety System OFFICE CO?ii Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.8 & H.10) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX SFU TIGARD OR Remote Area : 1 Contract : 39400F 003 Data File : River Terrace Multiplexes 39400F 003 2 Story Triplex, SFU.wx Date/Time : 07/05/2021 -03:13 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.8 & H.10) Date 7/5/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE MULTIPLEXES Date - 07/05/2021 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 39400F 003 Calculated By - TIM McDONALD 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: ( )1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) 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 - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0275 Psi Required 87.29 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) - 105 Elev. R Residual (Psi) - 100 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 Page 1 Date City Water Supply: Demand: C1 -Static Pressure : 105 D1 - Elevation : 10.394 C2- Residual Pressure: 100 D2- System Flow : 26.028 C2- Residual Flow : 300 D2 - System Pressure : 91.573 Hose ( Demand) : 10 D3-System Demand : 36.028 Safety Margin : 13.328 150 140 130 --- P 120 R110 Cl C2 E100 D2 S 90 j, D ' 580 U 70 R 60 E50 . 40 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW ( NA1.85) Computer Programs by Hydratec Inc. Revision: 50.54.4 Fittings Used Summary Uponor Page 2 Date Fitting Legend Abbrev. Name '% sh 1 1% 1'/ 2 2% 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 Ucp* Aquapex Coupling 1 2 2 2 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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. Revision: 50.54.4 Flow Summary - NFPA Uponor Page 3 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 105.0 100 300.0 104.901 36.03 91.573 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 119.0 4.9 7.04 13.0 0.05 256 H.5 119.0 10.63 T.23 119.0 18.41 H.7 119.0 19.05 T.29 119.0 19.19 T.28 119.0 23.39 T.49 109.0 29.54 S.1 109.0 30.83 PRV 95.0 44.16 SMTR 95.0 58.43 TEE 95.0 65.84 10.0 MTR 95.0 77.99 CRB 95.0 87.26 STR 95.0 91.57 H.10 119.0 4.9 7.07 13.03 0.05 256 T.37 119.0 15.23 H.12 119.0 17.08 T.35 119.0 18.27 T.36 119.0 19.32 T.54 109.0 23.88 T.53 109.0 24.95 T.58 109.0 25.16 H.20 109.0 25.42 T.55 109.0 25.98 T.52 109.0 26.09 T.50 109.0 26.44 T.46 109.0 28.03 T.47 109.0 28.11 T.48 109.0 28.41 H.11 119.0 16.78 H.9 119.0 17.47 T.32 119.0 18.84 T.33 119.0 18.48 H.6 119.0 18.79 T.26 119.0 18.95 T.27 119.0 19.69 T.43 109.0 24.17 T.42 109.0 24.96 H.13 109.0 25.68 T.39 109.0 26.06 H.14 109.0 26.29 H.15 109.0 26.85 Computer Programs by Hydratec Inc. Revision: 50.54.4 Flow Summary - NFPA Uponor Page 4 Date NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.40 109.0 27.08 H.16 109.0 27.35 T.24 119.0 18.91 T.25 119.0 22.34 H.4 119.0 18.91 H.2 119.0 18.92 H.1 119.0 18.93 T.21 119.0 18.94 H.3 119.0 18.94 H.18 109.0 24.95 T.45 109.0 24.95 H.17 109.0 24.96 H.19 109.0 26.03 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 5 Date 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 *REMOTE HEAD TO SUPPLY H.8 119 4.90 12.09 0.75 Utr 2.0 10.000 150 7.040 to 2.000 0.0 H.5 119 12.09 0.671 12.000 0.2992 3.591 Vel= 10.97 H.5 119 0.0 0.75 Utb 17.0 7.000 150 10.631 to Utr 2.0 19.000 0.0 T.23 119 12.09 0.671 26.000 0.2992 7.780 Vel= 10.97 T.23 119 -8.81 0.75 Uel 11.0 13.000 150 18.411 to 11.000 0.0 H.7 119 3.28 0.671 24.000 0.0268 0.643 Vel= 2.98 H.7 119 0.0 0.75 Utr 2.0 3.000 150 19.054 to 2.000 0.0 T.29 119 3.28 0.671 5.000 0.0266 0.133 Vel= 2.98 T.29 119 6.16 0.75 Utb 17.0 3.216 150 19.187 to Ucp 2.0 19.000 0.0 T.28 119 9.44 0.671 22.216 0.1894 4.207 Vel= 8.56 T.28 119 0.0 1 Utb 17.0 18.437 150 23.394 to 14.000 4.331 T.49 109 9.44 0.862 32.437 0.0559 1.813 Vel= 5.19 T.49 109 16.59 1.25 T 2.44 7.000 150 29.538 to 2.440 0.0 S.1 109 26.03 1.054 9.440 0.1370 1.293 Vel= 9.57 S.1 109 0.0 1.25 E 1.22 8.000 150 30.831 to 1.220 12.063 ** Fixed Loss=6 PRV 95 26.03 1.054 9.220 0.1371 1.264 Vel= 9.57 PRV 95 0.0 1.25 2.000 150 44.158 to 14.000 **Fixed Loss= 14 SMTR 95 26.03 1.054 2.000 0.1370 0.274 Vel = 9.57 SMTR 95 0.0 1.25 E 1.22 50.000 150 58.432 to G 0.407 4.067 0.0 TEE 95 26.03 1.054 T 2.44 54.067 0.1370 7.406 Vel= 9.57 TEE 95 H10 10.00 1.5 T 3.443 50.000 150 65.838 to E 1.721 5.164 6.000 **Fixed Loss=6 MTR 95 36.03 1.244 55.164 0.1115 6.152 Vel = 9.51 MTR 95 0.0 1 25.000 150 77.990 to 1.000 **Fixed Loss= 1 CRB 95 36.03 0.995 25.000 0.3310 8.274 Vel = 14.87 CRB 95 0.0 1 10.000 150 87.264 to 1.000 ** Fixed Loss= 1 STR 95 36.03 0.995 10.000 0.3309 3.309 Vel= 14.87 0.0 STR 36.03 91.573 K Factor= 3.77 *NEW PATH H.8 119 0.91 0.75 Utr 2.0 9.000 150 7.040 to 2.000 0.0 H.10 119 0.91 0.671 11.000 0.0025 0.027 Vel = 0.83 H.10 119 4.90 13.02 0.75 Utb 17.0 4.000 150 7.067 to 17.000 0.0 T.37 119 13.93 0.671 21.000 0.3888 8.165 Vel = 12.64 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 6 Date 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 T.37 119 -6.16 0.75 14.000 150 15.232 to 0.0 H.12 119 7.77 0.671 14.000 0.1319 1.847 Vel= 7.05 H.12 119 0.0 0.75 Utr 2.0 7.000 150 17.079 to 2.000 0.0 T.35 119 7.77 0.671 9.000 0.1320 1.188 Vel= 7.05 T.35 119 -3.24 0.75 Ucp 2.0 2.654 150 18.267 to Utb 17.0 19.000 0.0 T.36 119 4.53 0.671 21.654 0.0485 1.051 Vel = 4.11 T.36 119 0.0 1 15.842 150 19.318 to 4.331 T.54 109 4.53 0.862 15.842 0.0143 0.227 Vel= 2.49 T.54 109 0.0 0.75 Ucp 2.0 3.076 150 23.876 to Utb 17.0 19.000 0.0 T.53 109 4.53 0.671 22.076 0.0486 1.072 Vel = 4.11 T.53 109 -0.29 0.75 Utr 2.0 3.000 150 24.948 to 2.000 0.0 T.58 109 4.24 0.671 5.000 0.0430 0.215 Vel = 3.85 T.58 109 0.0 0.75 6.000 150 25.163 to 0.0 H.20 109 4.24 0.671 6.000 0.0432 0.259 Vel= 3.85 H.20 109 0.0 0.75 Utr 2.0 11.000 150 25.422 to 2.000 0.0 T.55 109 4.24 0.671 13.000 0.0430 0.559 Vel = 3.85 T.55 109 -0.92 0.75 Utr 2.0 2.000 150 25.981 to 2.000 0.0 T.52 109 3.32 0.671 4.000 0.0275 0.110 Vel= 3.01 T.52 109 0.92 0.75 Utr 2.0 6.000 150 26.091 to 2.000 0.0 T.50 109 4.24 0.671 8.000 0.0431 0.345 Vel= 3.85 T.50 109 0.0 0.75 Utr 2.0 18.000 150 26.436 to Utb 17.0 19.000 0.0 T.46 109 4.24 0.671 37.000 0.0431 1.593 Vel = 3.85 T.46 109 3.96 1.25 Utr 4.0 1.000 150 28.029 to 4.000 0.0 T.47 109 8.2 1.054 5.000 0.0162 0.081 Vel= 3.02 T.47 109 8.38 1.25 5.000 150 28.110 to 0.0 T.48 109 16.58 1.054 5.000 0.0596 0.298 Vel= 6.10 T.48 109 0.0 1.25 Utr 4.0 4.000 150 28.408 to Uel 11.0 15.000 0.0 T.49 109 16.58 1.054 19.000 0.0595 1.130 Vel= 6.10 0.0 T.49 16.58 29.538 K Factor= 3.05 *NEW PATH T.37 119 6.16 0.75 Utr 2.0 16.000 150 15.232 to 2.000 0.0 H.11 119 6.16 0.671 18.000 0.0860 1.548 Vel= 5.59 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 7 Date Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.11 119 0.0 0.75 Utr 2.0 6.000 150 16.780 to 2.000 0.0 H.9 119 6.16 0.671 8.000 0.0860 0.688 Vel = 5.59 H.9 119 0.0 0.75 Utr 2.0 14.000 150 17.468 to 2.000 0.0 T.32 119 6.16 0.671 16.000 0.0859 1.375 Vel = 5.59 T.32 119 0.0 0.75 Utr 2.0 2.000 150 18.843 to 2.000 0.0 T.29 119 6.16 0.671 4.000 0.0860 0.344 Vel= 5.59 0.0 T.29 6.16 19.187 K Factor= 1.41 *NEW PATH T.35 119 3.24 0.75 Utr 2.0 6.000 150 18.267 to 2.000 0.0 T.33 119 3.24 0.671 8.000 0.0261 0.209 Vel= 2.94 T.33 119 0.0 0.75 Utr 2.0 10.000 150 18.476 to 2.000 0.0 H.6 119 3.24 0.671 12.000 0.0262 0.315 Vel = 2.94 H.6 119 0.0 0.75 Utr 2.0 4.000 150 18.791 to 2.000 0.0 T.26 119 3.24 0.671 6.000 0.0262 0.157 Vel = 2.94 T.26 119 0.44 0.75 Ucp 2.0 3.490 150 18.948 to Utb 17.0 19.000 0.0 T.27 119 3.68 0.671 22.490 0.0330 0.743 Vel = 3.34 T.27 119 0.0 1 14.946 150 19.691 to 4.331 T.43 109 3.68 0.862 14.946 0.0098 0.146 Vel= 2.02 T.43 109 0.0 0.75 Ucp 2.0 4.928 150 24.168 to Utb 17.0 19.000 0.0 T.42 109 3.68 0.671 23.928 0.0331 0.791 Vel= 3.34 T.42 109 0.28 0.75 Utr 2.0 17.000 150 24.959 to 2.000 0.0 H.13 109 3.96 0.671 19.000 0.0379 0.720 Vel= 3.59 H.13 109 0.0 0.75 Utr 2.0 8.000 150 25.679 to 2.000 0.0 T.39 109 3.96 0.671 10.000 0.0379 0.379 Vel= 3.59 T.39 109 0.0 0.75 Utr 2.0 4.000 150 26.058 to 2.000 0.0 H.14 109 3.96 0.671 6.000 0.0380 0.228 Vel= 3.59 H.14 109 0.0 0.75 Utr 2.0 13.000 150 26.286 to 2.000 0.0 H.15 109 3.96 0.671 15.000 0.0379 0.568 Vel= 3.59 H.15 109 0.0 0.75 Utr 2.0 4.000 150 26.854 to 2.000 0.0 T.40 109 3.96 0.671 6.000 0.0380 0.228 Vel= 3.59 T.40 109 0.0 0.75 Utr 2.0 5.000 150 27.082 to 2.000 0.0 H.16 109 3.96 0.671 7.000 0.0379 0.265 Vel = 3.59 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 8 Date 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 H.16 109 0.0 0.75 Utb 17.0 1.000 150 27.347 to 17.000 0.0 T.46 109 3.96 0.671 18.000 0.0379 0.682 Vel= 3.59 0.0 T.46 3.96 28.029 K Factor= 0.75 *NEW PATH T.23 119 8.81 0.75 Utr 2.0 1.000 150 18.411 to 2.000 0.0 T.24 119 8.81 0.671 3.000 0.1667 0.500 Vel= 7.99 T.24 119 -0.43 0.75 Ucp 2.0 3.564 150 18.911 to Utb 17.0 19.000 0.0 T.25 119 8.38 0.671 22.564 0.1519 3.427 Vel= 7.60 T.25 119 0.0 1 Utb 17.0 18.124 150 22.338 to 14.000 4.331 T.47 109 8.38 0.862 32.124 0.0449 1.441 Vel = 4.61 0.0 T.47 8.38 28.110 K Factor= 1.58 *NEW PATH T.24 119 0.43 0.75 Utr 2.0 3.000 150 18.911 to 2.000 0.0 H.4 119 0.43 0.671 5.000 0.0006 0.003 Vel= 0.39 H.4 119 0.0 0.75 Utr 2.0 9.000 150 18.914 to 2.000 0.0 H.2 119 0.43 0.671 11.000 0.0006 0.007 Vel= 0.39 H.2 119 0.0 0.75 Utr 2.0 17.000 150 18.921 to 2.000 0.0 H.1 119 0.43 0.671 19.000 0.0006 0.012 Vel= 0.39 H.1 119 0.0 0.75 Utr 2.0 5.000 150 18.933 to 2.000 0.0 T.21 119 0.43 0.671 7.000 0.0007 0.005 Vel= 0.39 T.21 119 0.0 0.75 Utr 2.0 2.000 150 18.938 to 2.000 0.0 H.3 119 0.43 0.671 4.000 0.0005 0.002 Vel= 0.39 H.3 119 0.0 0.75 Utr 2.0 11.000 150 18.940 to 2.000 0.0 T.26 119 0.43 0.671 13.000 0.0006 0.008 Vel= 0.39 0.0 T.26 0.43 18.948 K Factor= 0.10 *NEW PATH T.53 109 0.28 0.75 Utr 2.0 6.000 150 24.948 to 2.000 0.0 H.18 109 0.28 0.671 8.000 0.0002 0.002 Vel= 0.25 H.18 109 0.0 0.75 Utr 2.0 15.000 150 24.950 to 2.000 0.0 T.45 109 0.28 0.671 17.000 0.0003 0.005 Vel= 0.25 T.45 109 0.0 0.75 Utr 2.0 4.000 150 24.955 to 2.000 0.0 H.17 109 0.28 0.671 6.000 0.0003 0.002 Vel= 0.25 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 9 Date 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 H.17 109 0.0 0.75 Utr 2.0 5.000 150 24.957 to 2.000 0.0 T.42 109 0.28 0.671 7.000 0.0003 0.002 Vel = 0.25 0.0 T.42 0.28 24.959 K Factor= 0.06 *NEW PATH T.55 109 0.92 0.75 Utb 17.0 3.000 150 25.981 to 17.000 0.0 H.19 109 0.92 0.671 20.000 0.0025 0.051 Vel= 0.83 H.19 109 0.0 0.75 Utb 17.0 4.000 150 26.032 to Utr 2.0 19.000 0.0 T.52 109 0.92 0.671 23.000 0.0026 0.059 Vel = 0.83 0.0 T.52 0.92 26.091 K Factor= 0.18 Computer Programs by Hydratec Inc. Revision: 50.54.4 4 +,Was+.. xxrxx..x.a., •.«xr u u .. x.ay.Un. .aaa a e .ai x .r a. x...xs)mrvarx N E I here by certify that this plan, specification, or report was prepared by me or under my FEB 2 2022 direct supervision and that I am NICET Certifie . CITY OF TIGARL 'IUILDING DIVISION Brent Kotula Date: NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 1.11) 01101 AquaSAFE TM Fire Safety System F C`3r Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES -One Head Calculation (H.9) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX SFU TIGARD OR Remote Area : 1 Contract : 39400F 003 Data File : River Terrace Multiplexes 39400F 003 2 Story Triplex, SFU.wx Date/Time : 07/05/2021 - 03:11 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Uponor Page 1 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.9) Date 7/5/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE MULTIPLEXES Date - 07/05/2021 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 39400F 003 Calculated By - TIM McDONALD 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) 1 ( )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 - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 69.31 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) - 105 Elev. R Residual (Psi) - 100 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 Page 1 Date City Water Supply: Demand: C1 - Static Pressure : 105 D1 - Elevation : 10.394 C2- Residual Pressure: 100 D2-System Flow : 16.974 C2- Residual Flow : 300 D2-System Pressure : 72.588 Hose (Demand) : 10 D3-System Demand : 26.974 Safety Margin : 32.354 150 140 130 P 120 R 110 Cl C2 E 100 : S 90 S 80 D2 U 70 R 60 D� E 50 40 30 20 10 Q D1 50 100 150 200 250 300 350 400 450 FLOW ( NA1.85) Computer Programs by Hydratec Inc. Revision: 50.54.4 Fittings Used Summary Uponor Page 2 Date Fitting Legend Abbrev. Name 1/2 '/, 1 11/4 1'/% 2 2'/2 3 3'/2 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 Ucp* Aquapex Coupling 1 2 2 2 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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. Revision: 50.54.4 Flow Summary - NFPA Uponor Page 3 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 105.0 100 300.0 104.942 26.97 72.588 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 119.0 4.9 12.0 16.97 0.05 324 T.32 119.0 15.1 T.29 119.0 15.87 T.28 119.0 18.18 T.49 109.0 23.5 S.1 109.0 24.09 PRV 95.0 36.72 SMTR 95.0 50.85 TEE 95.0 54.21 10.0 MTR 95.0 63.81 CRB 95.0 69.65 STR 95.0 72.59 H.11 119.0 12.97 T.37 119.0 15.15 H.12 119.0 15.89 T.35 119.0 16.37 T.36 119.0 16.79 T.54 109.0 21.22 T.53 109.0 21.65 T.58 109.0 21.74 H.20 109.0 21.84 T.55 109.0 22.07 T.52 109.0 22.11 T.50 109.0 22.25 T.46 109.0 22.89 T.47 109.0 22.92 T.48 109.0 23.04 H.10 119.0 15.53 H.8 119.0 15.73 H.5 119.0 15.95 T.23 119.0 16.43 T.24 119.0 16.63 T.25 119.0 18.01 H.7 119.0 15.97 T.33 119.0 16.45 H.6 119.0 16.58 T.26 119.0 16.64 T.27 119.0 16.94 T.43 109.0 21.33 T.42 109.0 21.65 H.13 109.0 21.94 T.39 109.0 22.1 Computer Programs by Hydratec Inc. Revision: 50.54.4 t} .tYlNw4ttdiikt,h0,46Y lEH3A5 6tiNi+Ft#4✓. i+#`n nhaxieU#.iwH#i.+:.n.nin N+ti14545Y_cyq ywia YM+ve iaNuA+mr.;4v,A3§RirwawLnaileaN zNndkvnN4asmaacusS FawvwWYYwnw"ii.W48naNe..u#N.eMRivttmwnHa.s:Nbrt-.e.MSeaVu#riwirrXY fl*4a ea<.»*r.tt+rS...Aexwa4nrea..: Flow Summary - NFPA Uponor Page 4 Date NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.14 109.0 22.19 H.15 109.0 22.42 T.40 109.0 22.51 H.16 109.0 22.62 H.4 119.0 16.63 H.2 119.0 16.63 H.1 119.0 16.64 T.21 119.0 16.64 H.3 119.0 16.64 H.18 109.0 21.65 T.45 109.0 21.65 H.17 109.0 21.65 H.19 109.0 22.09 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 5 Date 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 *REMOTE HEAD TO SUPPLY H.9 119 4.90 9.56 0.75 Utr 2.0 14.000 150 12.000 to 2.000 0.0 T.32 119 9.56 0.671 16.000 0.1936 3.097 Vel= 8.67 T.32 119 0.0 0.75 Utr 2.0 2.000 150 15.097 to 2.000 0.0 T.29 119 9.56 0.671 4.000 0.1935 0.774 Vel= 8.67 T.29 119 -2.74 0.75 Utb 17.0 3.216 150 15.871 to Ucp 2.0 19.000 0.0 T.28 119 6.82 0.671 22.216 0.1038 2.305 Vel = 6.19 T.28 119 0.0 1 Utb 17.0 18.437 150 18.176 to 14.000 4.331 T.49 109 6.82 0.862 32.437 0.0306 0.993 Vel = 3.75 T.49 109 10.15 1.25 T 2.44 7.000 150 23.500 to 2.440 0.0 S.1 109 16.97 1.054 9.440 0.0621 0.586 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 24.086 to 1.220 12.063 ** Fixed Loss=6 PRV 95 16.97 1.054 9.220 0.0623 0.574 Vel= 6.24 PRV 95 0.0 1.25 2.000 150 36.723 to 14.000 ** Fixed Loss= 14 SMTR 95 16.97 1.054 2.000 0.0620 0.124 Vel= 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 50.847 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 H10 10.00 1.5 T 3.443 50.000 150 54.206 to E 1.721 5.164 6.000 ** Fixed Loss=6 MTR 95 26.97 1.244 55.164 0.0653 3.601 Vel= 7.12 MTR 95 0.0 1 25.000 150 63.807 to 1.000 **Fixed Loss= 1 CRB 95 26.97 0.995 25.000 0.1938 4.844 Vel= 11.13 CRB 95 0.0 1 10.000 150 69.651 to 1.000 **Fixed Loss= 1 STR 95 26.97 0.995 10.000 0.1937 1.937 Vel= 11.13 0.0 STR 26.97 72.588 K Factor= 3.17 *NEW PATH H.9 119 7.42 0.75 Utr 2.0 6.000 150 12.000 to 2.000 0.0 H.11 119 7.42 0.671 8.000 0.1211 0.969 Vel = 6.73 H.11 119 0.0 0.75 Utr 2.0 16.000 150 12.969 to 2.000 0.0 T.37 119 7.42 0.671 18.000 0.1211 2.180 Vel = 6.73 T.37 119 -2.67 0.75 14.000 150 15.149 to 0.0 H.12 119 4.75 0.671 14.000 0.0531 0.743 Vel = 4.31 H.12 119 0.0 0.75 Utr 2.0 7.000 150 15.892 to 2.000 0.0 T.35 119 4.75 0.671 9.000 0.0531 0.478 Vel= 4.31 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 6 Date Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.35 119 -1.98 0.75 Ucp 2.0 2.654 150 16.370 to Utb 17.0 19.000 0.0 T.36 119 2.77 0.671 21.654 0.0196 0.424 Vel= 2.51 T.36 119 0.0 1 15.842 150 16.794 to 4.331 T.54 109 2.77 0.862 15.842 0.0057 0.091 Vel= 1.52 T.54 109 0.0 0.75 Ucp 2.0 3.076 150 21.216 to Utb 17.0 19.000 0.0 T.53 109 2.77 0.671 22.076 0.0196 0.432 Vel= 2.51 T.53 109 -0.17 0.75 Utr 2.0 3.000 150 21.648 to 2.000 0.0 T.58 109 2.6 0.671 5.000 0.0174 0.087 Vel= 2.36 T.58 109 0.0 0.75 6.000 150 21.735 to 0.0 H.20 109 2.6 0.671 6.000 0.0175 0.105 Vel = 2.36 H.20 109 0.0 0.75 Utr 2.0 11.000 150 21.840 to 2.000 0.0 T.55 109 2.6 0.671 13.000 0.0173 0.225 Vel = 2.36 T.55 109 -0.57 0.75 Utr 2.0 2.000 150 22.065 to 2.000 0.0 T.52 109 2.03 0.671 4.000 0.0112 0.045 Vel= 1.84 T.52 109 0.57 0.75 Utr 2.0 6.000 150 22.110 to 2.000 0.0 T.50 109 2.6 0.671 8.000 0.0173 0.138 Vel = 2.36 T.50 109 0.0 0.75 Utr 2.0 18.000 150 22.248 to Utb 17.0 19.000 0.0 T.46 109 2.6 0.671 37.000 0.0174 0.643 Vel = 2.36 T.46 109 2.42 1.25 Utr 4.0 1.000 150 22.891 to 4.000 0.0 T.47 109 5.02 1.054 5.000 0.0066 0.033 Vel= 1.85 T.47 109 5.13 1.25 5.000 150 22.924 to 0.0 T.48 109 10.15 1.054 5.000 0.0240 0.120 Vel= 3.73 T.48 109 0.0 1.25 Utr 4.0 4.000 150 23.044 to Uel 11.0 15.000 0.0 T.49 109 10.15 1.054 19.000 0.0240 0.456 Vel= 3.73 0.0 T.49 10.15 23.500 K Factor= 2.09 *NEW PATH T.37 119 2.67 0.75 Utb 17.0 4.000 150 15.149 to 17.000 0.0 H.10 119 2.67 0.671 21.000 0.0182 0.383 Vel= 2.42 H.10 119 0.0 0.75 Utr 2.0 9.000 150 15.532 to 2.000 0.0 H.8 119 2.67 0.671 11.000 0.0183 0.201 Vel = 2.42 H.8 119 0.0 0.75 Utr 2.0 10.000 150 15.733 to 2.000 0.0 H.5 119 2.67 0.671 12.000 0.0182 0.219 Vel= 2.42 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 7 Date Nodel 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.5 119 0.0 0.75 Utb 17.0 7.000 150 15.952 to Utr 2.0 19.000 0.0 T.23 119 2.67 0.671 26.000 0.0182 0.474 Vel= 2.42 T.23 119 2.73 0.75 Utr 2.0 1.000 150 16.426 to 2.000 0.0 T.24 119 5.4 0.671 3.000 0.0673 0.202 Vel= 4.90 T.24 119 -0.27 0.75 Ucp 2.0 3.564 150 16.628 to Utb 17.0 19.000 0.0 T.25 119 5.13 0.671 22.564 0.0613 1.384 Vel = 4.65 T.25 119 0.0 1 Utb 17.0 18.124 150 18.012 to 14.000 4.331 T.47 109 5.13 0.862 32.124 0.0181 0.581 Vel= 2.82 0.0 T.47 5.13 22.924 K Factor= 1.07 *NEW PATH T.29 119 2.74 0.75 Utr 2.0 3.000 150 15.871 to 2.000 0.0 H.7 119 2.74 0.671 5.000 0.0192 0.096 Vel= 2.49 H.7 119 0.0 0.75 UeI 11.0 13.000 150 15.967 to 11.000 0.0 T.23 119 2.74 0.671 24.000 0.0191 0.459 Vel= 2.49 0.0 T.23 2.74 16.426 K Factor= 0.68 *NEW PATH T.35 119 1.98 0.75 Utr 2.0 6.000 150 16.370 to 2.000 0.0 T.33 119 1.98 0.671 8.000 0.0105 0.084 Vel = 1.80 T.33 119 0.0 0.75 Utr 2.0 10.000 150 16.454 to 2.000 0.0 H.6 119 1.98 0.671 12.000 0.0106 0.127 Vel= 1.80 H.6 119 0.0 0.75 Utr 2.0 4.000 150 16.581 to 2.000 0.0 T.26 119 1.98 0.671 6.000 0.0105 0.063 Vel= 1.80 T.26 119 0.27 0.75 Ucp 2.0 3.490 150 16.644 to Utb 17.0 19.000 0.0 T.27 119 2.25 0.671 22.490 0.0133 0.300 Vel= 2.04 T.27 119 0.0 1 14.946 150 16.944 to 4.331 T.43 109 2.25 0.862 14.946 0.0039 0.059 Vel= 1.24 T.43 109 0.0 0.75 Ucp 2.0 4.928 150 21.334 to Utb 17.0 19.000 0.0 T.42 109 2.25 0.671 23.928 0.0133 0.319 Vel= 2.04 T.42 109 0.17 0.75 Utr 2.0 17.000 150 21.653 to 2.000 0.0 H.13 109 2.42 0.671 19.000 0.0153 0.290 Vel= 2.20 H.13 109 0.0 0.75 Utr 2.0 8.000 150 21.943 to 2.000 0.0 T.39 109 2.42 0.671 10.000 0.0153 0.153 Vel= 2.20 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 8 Date 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 T.39 109 0.0 0.75 Utr 2.0 4.000 150 22.096 to 2.000 0.0 H.14 109 2.42 0.671 6.000 0.0153 0.092 Vel= 2.20 H.14 109 0.0 0.75 Utr 2.0 13.000 150 22.188 to 2.000 0.0 H.15 109 2.42 0.671 15.000 0.0153 0.229 Vel= 2.20 H.15 109 0.0 0.75 Utr 2.0 4.000 150 22.417 to 2.000 0.0 T.40 109 2.42 0.671 6.000 0.0153 0.092 Vel= 2.20 T.40 109 0.0 0.75 Utr 2.0 5.000 150 22.509 to 2.000 0.0 H.16 109 2.42 0.671 7.000 0.0153 0.107 Vel= 2.20 H.16 109 0.0 0.75 Utb 17.0 1.000 150 22.616 to 17.000 0.0 T.46 109 2.42 0.671 18.000 0.0153 0.275 Vel = 2.20 0.0 T.46 2.42 22.891 K Factor= 0.51 *NEW PATH T.24 119 0.27 0.75 Utr 2.0 3.000 150 16.628 to 2.000 0.0 H.4 119 0.27 0.671 5.000 0.0004 0.002 Vel= 0.24 H.4 119 0.0 0.75 Utr 2.0 9.000 150 16.630 to 2.000 0.0 H.2 119 0.27 0.671 11.000 0.0003 0.003 Vel = 0.24 H.2 119 0.0 0.75 Utr 2.0 17.000 150 16.633 to 2.000 0.0 H.1 119 0.27 0.671 19.000 0.0003 0.005 Vel= 0.24 H.1 119 0.0 0.75 Utr 2.0 5.000 150 16.638 to 2.000 0.0 T.21 119 0.27 0.671 7.000 0.0003 0.002 Vel = 0.24 T.21 119 0.0 0.75 Utr 2.0 2.000 150 16.640 to 2.000 0.0 H.3 119 0.27 0.671 4.000 0 0.0 Vel= 0.24 H.3 119 0.0 0.75 Utr 2.0 11.000 150 16.640 to 2.000 0.0 T.26 119 0.27 0.671 13.000 0.0003 0.004 Vel= 0.24 0.0 T.26 0.27 16.644 K Factor= 0.07 *NEW PATH T.53 109 0.17 0.75 Utr 2.0 6.000 150 21.648 to 2.000 0.0 H.18 109 0.17 0.671 8.000 0.0001 0.001 Vel = 0.15 H.18 109 0.0 0.75 Utr 2.0 15.000 150 21.649 to 2.000 0.0 T.45 109 0.17 0.671 17.000 0.0001 0.002 Vel = 0.15 T.45 109 0.0 0.75 Utr 2.0 4.000 150 21.651 to 2.000 0.0 H.17 109 0.17 0.671 6.000 0.0002 0.001 Vel= 0.15 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 9 Date 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 H.17 109 0.0 0.75 Utr 2.0 5.000 150 21.652 to 2.000 0.0 T.42 109 0.17 0.671 7.000 0.0001 0.001 Vel= 0.15 0.0 T.42 0.17 21.653 K Factor= 0.04 *NEW PATH T.55 109 0.56 0.75 Utb 17.0 3.000 150 22.065 to 17.000 0.0 H.19 109 0.56 0.671 20.000 0.0011 0.021 Vel= 0.51 H.19 109 0.0 0.75 Utb 17.0 4.000 150 22.086 to Utr 2.0 19.000 0.0 T.52 109 0.56 0.671 23.000 0.0010 0.024 Vel= 0.51 0.0 T.52 0.56 22.110 K Factor= 0.12 Computer Programs by Hydratec Inc. Revision: 50.54.4