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Report (2) Alsr202 Oo© 7P l /66 /65'' 'mac I here by certify that this play, specification, RECEIVED diror report was prepared m enect supervision and thatby I amor NICET der my Certificd" , SEE 12021: CITY OF TIGARD �- 21 BUILDING DIVISION Brent Kotula Date: NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 Up01101 AquaSAFETM Fire Safety System oim c c:r . Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES - One Head Calculation (H.3) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX ADU-1 TIGARD OR Remote Area : 1 Contract : 39400F 002 Data File : River Terrace Multiplexes 39400F 002 2 Story Triplex, ADU-1. Date/Time : 07/05/2021 - 01:20 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 '` RIVER TERRACE MULTIPLEXES -One Head Calculation (H.3) 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 002 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 69.47 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 : 72.749 Hose ( Demand ) : 10 D3 - System Demand : 26.974 Safety Margin : 32.193 150 140 130 p120 R 110 Cl o-- _ C2 E 100 o S 90 S 80 D2 U 70 I R 60 D3 E 50 40 30 20 10 4 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 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 105.0 100 300.0 104.942 26.97 72.749 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.3 119.0 4.9 12.0 16.97 0.05 324 H.1 119.0 14.66 T.17 119.0 15.76 T.16 119.0 16.59 T.30 109.0 21.12 T.31 109.0 21.87 H.11 109.0 22.15 T.34 109.0 22.55 T.35 109.0 22.6 H.14 109.0 22.67 T.42 109.0 22.73 T.44 109.0 23.1 T.46 109.0 23.15 T.47 109.0 23.22 T.48 109.0 23.72 S.1 109.0 24.25 PRV 95.0 36.88 SMTR 95.0 51.01 TEE 95.0 54.37 10.0 MTR 95.0 63.97 CRB 95.0 69.81 STR 95.0 72.75 H.6 119.0 13.39 T.23 119.0 14.77 T.26 119.0 16.62 T.25 119.0 18.17 H.2 119.0 16.31 T.18 119.0 16.65 H.5 119.0 16.81 T.20 119.0 17.03 T.19 119.0 17.3 T.33 109.0 21.7 T.32 109.0 21.97 T.36 109.0 22.18 H.15 109.0 22.29 T.45 109.0 22.44 T.27 119.0 16.72 H.10 119.0 17.16 T.29 119.0 17.48 T.28 119.0 18.8 H.4 119.0 16.68 H.7 119.0 17.18 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.21 119.0 17.24 H.8 119.0 17.38 H.9 119.0 17.44 H.12 109.0 21.91 H.13 109.0 22.58 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.3 119 4.90 8.53 0.75 Utr 2.0 15.000 150 12.000 to 2.000 0.0 H.1 119 8.53 0.671 17.000 0.1567 2.664 Vel = 7.74 H.1 119 0.0 0.75 Utr 2.0 5.000 150 14.664 to 2.000 0.0 T.17 119 8.53 0.671 7.000 0.1567 1.097 Vel = 7.74 T.17 119 -4.58 0.75 Utb 17.0 3.128 150 15.761 to Ucp 2.0 19.000 0.0 T.16 119 3.95 0.671 22.128 0.0377 0.834 Vel = 3.58 T.16 119 0.0 1 17.238 150 16.595 to 4.331 T.30 109 3.95 0.862 17.238 0.0111 0.192 Vel = 2.17 T.30 109 0.0 0.75 Utb 17.0 1.000 150 21.118 to Ucp 2.0 19.000 0.0 T.31 109 3.95 0.671 20.000 0.0377 0.753 Vel = 3.58 T.31 109 -1.27 0.75 Utr 2.0 13.000 150 21.871 to 2.000 0.0 H.11 109 2.68 0.671 15.000 0.0185 0.277 Vel = 2.43 H.11 109 0.0 0.75 Utr 2.0 20.000 150 22.148 to 2.000 0.0 I T.34 109 2.68 0.671 22.000 0.0184 0.404 Vel = 2.43 T.34 109 -0.57 0.75 Utr 2.0 2.000 150 22.552 to 2.000 0.0 T.35 109 2.11 0.671 4.000 0.0120 0.048 Vel = 1.91 T.35 109 0.57 0.75 Utr 2.0 2.000 150 22.600 to 2.000 0.0 H.14 109 2.68 0.671 4.000 0.0185 0.074 Vel = 2.43 H.14 109 0.0 0.75 Utr 2.0 1.000 150 22.674 to 2.000 0.0 T.42 109 2.68 0.671 3.000 0.0183 0.055 Vel = 2.43 T.42 109 0.0 0.75 Utb 17.0 3.000 150 22.729 to 17.000 0.0 T.44 109 2.68 0.671 20.000 0.0184 0.368 Vel = 2.43 T.44 109 3.47 1.25 Utr 4.0 2.000 150 23.097 to 4.000 0.0 T.46 109 6.15 1.054 6.000 0.0095 0.057 Vel = 2.26 T.46 109 5.63 1.25 2.000 150 23.154 to 0.0 T.47 109 11.78 1.054 2.000 0.0315 0.063 Vel = 4.33 T.47 109 0.0 1.25 Utr 4.0 1.000 150 23.217 to UeI 11.0 15.000 0.0 T.48 109 11.78 1.054 16.000 0.0316 0.506 Vel = 4.33 T.48 109 5.19 1.25 T 2.44 6.000 150 23.723 to 2.440 0.0 S.1 109 16.97 1.054 8.440 0.0621 0.524 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 24.247 to 1.220 12.063 ** Fixed Loss=6 PRV 95 16.97 1.054 9.220 0.0621 0.573 Vel = 6.24 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 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf PRV 95 0.0 1.25 2.000 150 36.883 to 14.000 * * Fixed Loss = 14 SMTR 95 16.97 1.054 2.000 0.0625 0.125 Vel = 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 51.008 to G 0.407 4.067 0.0 TEE 95 16.97 1.054 T 2.44 54.067 0.0621 3.358 Vel = 6.24 TEE 95 H10 10.00 1.5 T 3.443 50.000 150 54.366 to E 1.721 5.164 6.000 * * Fixed Loss =6 MTR 95 26.97 1.244 55.164 0.0653 3.602 Vel = 7.12 MTR 95 0.0 1 25.000 150 63.968 to 1.000 ** Fixed Loss = 1 CRB 95 26.97 0.995 25.000 0.1937 4.843 Vel = 11.13 CRB 95 0.0 1 10.000 150 69.811 to 1.000 ** Fixed Loss = 1 STR 95 26.97 0.995 10.000 0.1938 1.938 Vel = 11.13 0.0 STR 26.97 72.749 K Factor= 3.16 *NEW PATH H.3 119 8.45 0.75 Utr 2.0 7.000 150 12.000 to 2.000 0.0 H.6 119 8.45 0.671 9.000 0.1541 1.387 Vel = 7.67 H.6 119 0.0 0.75 Utr 2.0 7.000 150 13.387 to 2.000 0.0 T.23 119 8.45 0.671 9.000 0.1541 1.387 Vel = 7.67 T.23 119 0.0 0.75 Utr 2.0 10.000 150 14.774 to 2.000 0.0 T.26 119 8.45 0.671 12.000 0.1541 1.849 Vel = 7.67 T.26 119 -2.82 0.75 Utb 17.0 2.297 150 16.623 to Ucp 2.0 19.000 0.0 T.25 119 5.63 0.671 21.297 0.0728 1.551 Vel = 5.11 T.25 119 0.0 1 Utb 17.0 16.162 150 18.174 to 14.000 4.331 T.46 109 5.63 0.862 30.162 0.0215 0.649 Vel = 3.10 0.0 T.46 5.63 23.154 K Factor= 1.17 *NEW PATH T.17 119 4.58 0.75 Utr 2.0 9.000 150 15.761 to 2.000 0.0 H.2 119 4.58 0.671 11.000 0.0496 0.546 Vel = 4.16 H.2 119 0.0 0.75 Utr 2.0 5.000 150 16.307 to 2.000 0.0 T.18 119 4.58 0.671 7.000 0.0496 0.347 Vel = 4.16 T.18 119 -0.61 0.75 Utr 2.0 2.000 150 16.654 to 2.000 0.0 H.5 119 3.97 0.671 4.000 0.0380 0.152 Vel = 3.60 H.5 119 0.0 0.75 Utr 2.0 4.000 150 16.806 to 2.000 0.0 T.20 119 3.97 0.671 6.000 0.0382 0.229 Vel = 3.60 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 7 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.20 119 -1.77 0.75 Utb 17.0 2.012 150 17.035 to Ucp 2.0 19.000 0.0 T.19 119 2.2 0.671 21.012 0.0128 0.269 Vel = 2.00 T.19 119 0.0 1 17.229 150 17.304 to 4.331 T.33 109 2.2 0.862 17.229 0.0038 0.065 Vel = 1.21 T.33 109 0.0 0.75 Ucp 2.0 1.973 150 21.700 to Utb 17.0 19.000 0.0 T.32 109 2.2 0.671 20.973 0.0128 0.268 Vel = 2.00 T.32 109 1.27 0.75 Utr 2.0 5.000 150 21.968 to 2.000 0.0 T.36 109 3.47 0.671 7.000 0.0297 0.208 Vel = 3.15 T.36 109 0.0 0.75 Utr 2.0 2.000 150 22.176 to 2.000 0.0 H.15 109 3.47 0.671 4.000 0.0298 0.119 Vel = 3.15 H.15 109 0.0 0.75 Utr 2.0 3.000 150 22.295 to 2.000 0.0 1 T.45 109 3.47 0.671 5.000 0.0296 0.148 Vel = 3.15 T.45 109 0.0 0.75 Utb 17.0 5.000 150 22.443 to 17.000 0.0 T.44 109 3.47 0.671 22.000 0.0297 0.654 Vel = 3.15 0.0 T.44 3.47 23.097 K Factor= 0.72 *NEW PATH T.26 119 2.81 0.75 Utr 2.0 3.000 150 16.623 to 2.000 0.0 T.27 119 2.81 0.671 5.000 0.0200 0.100 Vel = 2.55 T.27 119 0.62 0.75 Utr 2.0 13.000 150 16.723 to 2.000 0.0 H.10 119 3.43 0.671 15.000 0.0290 0.435 Vel = 3.11 H.10 119 0.0 0.75 11.000 150 17.158 to 0.0 T.29 119 3.43 0.671 11.000 0.0290 0.319 Vel = 3.11 T.29 119 1.76 0.75 Utb 17.0 2.213 150 17.477 to Ucp 2.0 19.000 0.0 T.28 119 5.19 0.671 21.213 0.0626 1.328 Vel = 4.71 T.28 119 0.0 1 Utb 17.0 17.760 150 18.805 to 14.000 4.331 T.48 109 5.19 0.862 31.760 0.0185 0.587 Vel = 2.85 0.0 T.48 5.19 23.723 K Factor= 1.07 *NEW PATH T.18 119 0.61 0.75 Utb 17.0 6.000 150 16.654 to Utr 2.0 19.000 0.0 H.4 119 0.61 0.671 25.000 0.0012 0.030 Vel = 0.55 H.4 119 0.0 0.75 Utb 17.0 16.000 150 16.684 to 17.000 0.0 T.27 119 0.61 0.671 33.000 0.0012 0.039 Vel = 0.55 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams s 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 0.0 T.27 0.61 16.723 K Factor= 0.15 *NEW PATH T.20 119 1.77 0.75 Uel 11.0 6.000 150 17.035 to 11.000 0.0 H.7 119 1.77 0.671 17.000 0.0085 0.144 Vel = 1.61 H.7 119 0.0 0.75 Utr 2.0 5.000 150 17.179 to 2.000 0.0 T.21 119 1.77 0.671 7.000 0.0086 0.060 Vel = 1.61 T.21 119 0.0 0.75 Utr 2.0 15.000 150 17.239 to 2.000 0.0 H.8 119 1.77 0.671 17.000 0.0085 0.145 Vel = 1.61 H.8 119 0.0 0.75 Utr 2.0 5.000 150 17.384 to 2.000 0.0 H.9 119 1.77 0.671 7.000 0.0084 0.059 Vel = 1.61 H.9 119 0.0 0.75 Utr 2.0 2.000 150 17.443 to 2.000 0.0 T.29 119 1.77 0.671 4.000 0.0085 0.034 Vel = 1.61 0.0 T.29 1.77 17.477 K Factor= 0.42 *NEW PATH T.31 109 1.27 0.75 Utr 2.0 7.000 150 21.871 to 2.000 0.0 H.12 109 1.27 0.671 9.000 0.0047 0.042 Vel = 1.15 H.12 109 0.0 0.75 Utr 2.0 10.000 150 21.913 to 2.000 0.0 T.32 109 1.27 0.671 12.000 0.0046 0.055 Vel = 1.15 0.0 T.32 1.27 21.968 K Factor= 0.27 *NEW PATH T.34 109 0.56 0.75 Utb 17.0 5.000 150 22.552 to Utr 2.0 19.000 0.0 H.13 109 0.56 0.671 24.000 0.0010 0.025 Vel = 0.51 H.13 109 0.0 0.75 Utb 17.0 5.000 150 22.577 to 17.000 0.0 T.35 109 0.56 0.671 22.000 0.0010 0.023 Vel = 0.51 0.0 T.35 0.56 22.600 K Factor= 0.12 Computer Programs by Hydratec Inc. Revision: 50.54.4 I here by certify that this plan, specification, or report was prepared by me or under my direct supervision and that I art' NICET RECEIVED Certifies. ,► SEE 1 NNE it°111111P Brent I Kotula Date: i6Iz CITY OF TIGARD NICET Certification No. 113689 3UILDING DIVISION Water Based Systems Layout - Level IV Certification Expires: lune 1., 2023 111) 01101 AquaSAFETM Fire Safety System OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES -Two Head Calculation (HA & H.9) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX ADU-1 TIGARD OR Remote Area : 1 Contract : 39400F 002 Data File : River Terrace Multiplexes 39400F 002 2 Story Triplex, ADU-1. Date/Time : 07/05/2021 - 01:23 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.4 & 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 002 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 27.4347 Psi Required 80.35 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 : 27.435 C2 - Residual Flow : 300 D2 - System Pressure : 84.786 Hose ( Demand ) : 10 D3 - System Demand : 37.435 Safety Margin : 20.108 150 140 • 130 P 120 R110 Cl C2 E 100 0 - S 90 D2 S 80 D: U 70 • R 60 E 50 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 % % 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 105.0 100 300.0 104.894 37.43 84.786 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 119.0 4.9 7.04 13.0 0.05 256 T.27 119.0 9.93 T.26 119.0 10.58 T.25 119.0 13.73 T.46 109.0 19.38 T.47 109.0 19.51 T.48 109.0 20.55 S.1 109.0 21.83 PRV 95.0 35.28 SMTR 95.0 49.58 TEE 95.0 57.75 10.0 MTR 95.0 70.35 CRB 95.0 80.23 STR 95.0 84.79 T.18 119.0 9.6 H.2 119.0 9.96 T.17 119.0 10.53 T.16 119.0 11.44 T.30 109.0 15.99 T.31 109.0 16.81 H.11 109.0 17.36 T.34 109.0 18.17 T.35 109.0 18.27 H.14 109.0 18.41 T.42 109.0 18.52 T.44 109.0 19.26 H.5 119.0 9.65 T.20 119.0 9.72 T.19 119.0 10.95 T.33 109.0 15.58 T.32 109.0 16.82 T.36 109.0 17.27 H.15 109.0 17.52 T.45 109.0 17.84 H.7 119.0 9.35 T.21 119.0 9.2 H.8 119.0 8.83 H.9 119.0 4.9 8.68 14.43 0.05 256 T.29 119.0 9.77 T.28 119.0 14.24 H.10 119.0 9.84 H.1 119.0 10.54 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 H.3 119.0 10.55 H.6 119.0 10.56 T.23 119.0 10.57 H.12 109.0 16.81 H.13 109.0 18.22 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.4 119 4.90 6.23 0.75 Utb 17.0 16.000 150 7.040 to 17.000 0.0 T.27 119 6.23 0.671 33.000 0.0876 2.891 Vel = 5.65 T.27 119 1.49 0.75 Utr 2.0 3.000 150 9.931 to 2.000 0.0 T.26 119 7.72 0.671 5.000 0.1304 0.652 Vel = 7.00 T.26 119 0.54 0.75 Utb 17.0 2.297 150 10.583 to Ucp 2.0 19.000 0.0 T.25 119 8.26 0.671 21.297 0.1478 3.148 Vel = 7.49 T.25 119 0.0 1 Utb 17.0 16.162 150 13.731 to 14.000 4.331 T.46 109 8.26 0.862 30.162 0.0436 1.316 Vel = 4.54 T.46 109 9.16 1.25 2.000 150 19.378 to 0.0 T.47 109 17.42 1.054 2.000 0.0655 0.131 Vel = 6.41 T.47 109 0.0 1.25 Utr 4.0 1.000 150 19.509 to Uel 11.0 15.000 0.0 T.48 109 17.42 1.054 16.000 0.0652 1.043 Vel = 6.41 T.48 109 10.01 1.25 T 2.44 6.000 150 20.552 1 to 2.440 0.0 S.1 109 27.43 1.054 8.440 0.1509 1.274 Vel = 10.09 S.1 109 0.0 1.25 E 1.22 8.000 150 21.826 to 1.220 12.063 ** Fixed Loss =6 PRV 95 27.43 1.054 9.220 0.1511 1.393 Vel = 10.09 PRV 95 0.0 1.25 2.000 150 35.282 to 14.000 ** Fixed Loss = 14 SMTR 95 27.43 1.054 2.000 0.1510 0.302 Vel = 10.09 SMTR 95 0.0 1.25 E 1.22 50.000 150 49.584 to G 0.407 4.067 0.0 TEE 95 27.43 1.054 T 2.44 54.067 0.1510 8.164 Vel = 10.09 TEE 95 H10 10.00 1.5 T 3.443 50.000 150 57.748 to E 1.721 5.164 6.000 ** Fixed Loss =6 MTR 95 37.43 1.244 55.164 0.1197 6.604 Vel = 9.88 MTR 95 0.0 1 25.000 150 70.352 to 1.000 ** Fixed Loss = 1 CRB 95 37.43 0.995 25.000 0.3553 8.882 Vel = 15.44 CRB 95 0.0 1 10.000 150 80.234 to 1.000 * * Fixed Loss = 1 STR 95 37.43 0.995 10.000 0.3552 3.552 Vel = 15.44 0.0 STR 37.43 84.786 K Factor= 4.06 *NEW PATH H.4 119 6.78 0.75 Utb 17.0 6.000 150 7.040 to Utr 2.0 19.000 0.0 T.18 119 6.78 0.671 25.000 0.1024 2.561 Vel = 6.15 T.18 119 -2.10 0.75 Utr 2.0 5.000 150 9.601 to 2.000 0.0 H.2 119 4.68 0.671 7.000 0.0517 0.362 Vel = 4.25 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 H.2 119 0.0 0.75 Utr 2.0 9.000 150 9.963 to 2.000 0.0 T.17 119 4.68 0.671 11.000 0.0517 0.569 Vel = 4.25 T.17 119 -0.54 0.75 Utb 17.0 3.128 150 10.532 to Ucp 2.0 19.000 0.0 T.16 119 4.14 0.671 22.128 0.0413 0.913 Vel = 3.76 T.16 119 0.0 1 17.238 150 11.445 to 4.331 T.30 109 4.14 0.862 17.238 0.0122 0.210 Vel = 2.28 T.30 109 0.0 0.75 Utb 17.0 1.000 150 15.986 to Ucp 2.0 19.000 0.0 T.31 109 4.14 0.671 20.000 0.0412 0.825 Vel = 3.76 T.31 109 -0.25 0.75 Utr 2.0 13.000 150 16.811 to 2.000 0.0 H.11 109 3.89 0.671 15.000 0.0367 0.551 Vel = 3.53 H.11 109 0.0 0.75 Utr 2.0 20.000 150 17.362 to 2.000 0.0 T.34 109 3.89 0.671 22.000 0.0368 0.810 Vel = 3.53 T.34 109 -0.82 0.75 Utr 2.0 2.000 150 18.172 to 2.000 0.0 T.35 109 3.07 0.671 4.000 0.0235 0.094 Vel = 2.79 T.35 109 0.82 0.75 Utr 2.0 2.000 150 18.266 to 2.000 0.0 H.14 109 3.89 0.671 4.000 0.0370 0.148 Vel = 3.53 H.14 109 0.0 0.75 Utr 2.0 1.000 150 18.414 to 2.000 0.0 T.42 109 3.89 0.671 3.000 0.0367 0.110 Vel = 3.53 T.42 109 0.0 0.75 Utb 17.0 3.000 150 18.524 to 17.000 0.0 T.44 109 3.89 0.671 20.000 0.0368 0.735 Vel = 3.53 T.44 109 5.27 1.25 Utr 4.0 2.000 150 19.259 to 4.000 0.0 T.46 109 9.16 1.054 6.000 0.0198 0.119 Vel = 3.37 0.0 T.46 9.16 19.378 K Factor= 2.08 *NEW PATH T.18 119 2.09 0.75 Utr 2.0 2.000 150 9.601 to 2.000 0.0 H.5 119 2.09 0.671 4.000 0.0115 0.046 Vel = 1.90 H.5 119 0.0 0.75 Utr 2.0 4.000 150 9.647 to 2.000 0.0 T.20 119 2.09 0.671 6.000 0.0117 0.070 Vel = 1.90 T.20 119 2.93 0.75 Utb 17.0 2.012 150 9.717 to Ucp 2.0 19.000 0.0 T.19 119 5.02 0.671 21.012 0.0588 1.235 Vel = 4.55 T.19 119 0.0 1 17.229 150 10.952 to 4.331 T.33 109 5.02 0.862 17.229 0.0174 0.300 Vel = 2.76 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 7 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.33 109 0.0 0.75 Ucp 2.0 1.973 150 15.583 to Utb 17.0 19.000 0.0 T.32 109 5.02 0.671 20.973 0.0588 1.233 Vel = 4.55 T.32 109 0.25 0.75 Utr 2.0 5.000 150 16.816 to 2.000 0.0 T.36 109 5.27 0.671 7.000 0.0643 0.450 Vel = 4.78 T.36 109 0.0 0.75 Utr 2.0 2.000 150 17.266 to 2.000 0.0 H.15 109 5.27 0.671 4.000 0.0642 0.257 Vel = 4.78 H.15 109 0.0 0.75 Utr 2.0 3.000 150 17.523 to 2.000 0.0 T.45 109 5.27 0.671 5.000 0.0642 0.321 Vel = 4.78 T.45 109 0.0 0.75 Utb 17.0 5.000 150 17.844 to 17.000 0.0 T.44 109 5.27 0.671 22.000 0.0643 1.415 Vel = 4.78 0.0 T.44 5.27 19.259 K Factor= 1.20 *NEW PATH T.20 119 -2.93 0.75 Uel 11.0 6.000 150 9.717 to 11.000 0.0 H.7 119 -2.93 0.671 17.000 -0.0216 -0.368 Vel = 2.66 H.7 119 0.0 0.75 Utr 2.0 5.000 150 9.349 to 2.000 0.0 T.21 119 -2.93 0.671 7.000 -0.0217 -0.152 Vel = 2.66 T.21 119 0.0 0.75 Utr 2.0 15.000 150 9.197 to 2.000 0.0 H.8 119 -2.93 0.671 17.000 -0.0217 -0.369 Vel = 2.66 H.8 119 0.0 0.75 Utr 2.0 5.000 150 8.828 to 2.000 0.0 H.9 119 -2.93 0.671 7.000 -0.0216 -0.151 Vel = 2.66 H.9 119 4.90 14.44 0.75 Utr 2.0 2.000 150 8.677 to 2.000 0.0 T.29 119 11.51 0.671 4.000 0.2728 1.091 Vel = 10.44 T.29 119 -1.50 0.75 Utb 17.0 2.213 150 9.768 to Ucp 2.0 19.000 0.0 T.28 119 10.01 0.671 21.213 0.2110 4.475 Vel = 9.08 T.28 119 0.0 1 Utb 17.0 17.760 150 14.243 to 14.000 4.331 1 T.48 109 10.01 0.862 31.760 0.0623 1.978 Vel = 5.50 0.0 T.48 10.01 20.552 K Factor= 2.21 *NEW PATH T.29 119 1.50 0.75 11.000 150 9.768 to 0.0 H.10 119 1.5 0.671 11.000 0.0063 0.069 Vel = 1.36 H.10 119 0.0 0.75 Utr 2.0 13.000 150 9.837 to 2.000 0.0 T.27 119 1.5 0.671 15.000 0.0063 0.094 Vel = 1.36 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 0.0 T.27 1.50 9.931 K Factor= 0.48 *NEW PATH T.17 119 0.54 0.75 Utr 2.0 5.000 150 10.532 to 2.000 0.0 H.1 119 0.54 0.671 7.000 0.0010 0.007 Vel = 0.49 H.1 119 0.0 0.75 Utr 2.0 15.000 150 10.539 to 2.000 0.0 H.3 119 0.54 0.671 17.000 0.0009 0.016 Vel = 0.49 H.3 119 0.0 0.75 Utr 2.0 7.000 150 10.555 to 2.000 0.0 H.6 119 0.54 0.671 9.000 0.0009 0.008 Vel = 0.49 H.6 119 0.0 0.75 Utr 2.0 7.000 150 10.563 to 2.000 0.0 T.23 119 0.54 0.671 9.000 0.0010 0.009 Vel = 0.49 T.23 119 0.0 0.75 Utr 2.0 10.000 150 10.572 to 2.000 0.0 T.26 119 0.54 0.671 12.000 0.0009 0.011 Vel = 0.49 0.0 T.26 0.54 10.583 K Factor= 0.17 *NEW PATH T.31 109 0.25 0.75 Utr 2.0 7.000 150 16.811 to 2.000 0.0 H.12 109 0.25 0.671 9.000 0.0002 0.002 Vel = 0.23 H.12 109 0.0 0.75 Utr 2.0 10.000 150 16.813 to 2.000 0.0 T.32 109 0.25 0.671 12.000 0.0002 0.003 Vel = 0.23 0.0 T.32 0.25 16.816 K Factor= 0.06 *NEW PATH T.34 109 0.82 0.75 Utb 17.0 5.000 150 18.172 to Utr 2.0 19.000 0.0 H.13 109 0.82 0.671 24.000 0.0020 0.049 Vel = 0.74 H.13 109 0.0 0.75 Utb 17.0 5.000 150 18.221 to 17.000 0.0 T.35 109 0.82 0.671 22.000 0.0020 0.045 Vel = 0.74 0.0 T.35 0.82 18.266 K Factor= 0.19 Computer Programs by Hydratec Inc. Revision: 50.54.4