Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Specifications
RECEIVE ereby certify that this plan, specification, report was prepared by me or under my 144,g3 Colorado Ln direct supervision and that I am NICET OCT 1 2 2022 Certified. CITY OF TIGARD BUILDING DIVISION 09/30/2022 Tim W McDonald Date: NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2025 uponor AquaSAFETM Fire Safety System Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE - One Head Calculation (H.3) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 2 TIGARD OR Remote Area : 1 Contract : 43463F 002 Data File : 43463F 002 2 Story Triplex, Unit 2 + 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.3) Date 9/29/2022 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 002 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) 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 155 N Calculation Gpm Required 17 Psi Required 82.1 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) - 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 C Uponor, Inc. Page 2 SOUTH RIVER TERRACE -One Head Calculation (H.3) Date 9/29/2022 City Water Supply: Demand: C1 - Static Pressure : 108 D1 - Elevation : 10.394 C2 - Residual Pressure: 100 D2 - System Flow : 16.974 C2 - Residual Flow : 300 D2 - System Pressure : 82.100 Hose ( Demand ) : 5 D3 -System Demand : 21.974 Safety Margin : 25.836 150 140 130 P 120 R 110 s Cl C2 E 100 S 90 D2 S 80 • u70D'i 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. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor, Inc. Page 3 SOUTH RIVER TERRACE -One Head Calculation (H.3) Date 9/29/2022 Fitting Legend Abbrev. Name 'A % 1 1% 1'/z 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 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.3) Date 9/29/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 100 300.0 107.936 21.97 82.1 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.3 119.0 4.9 12.0 16.97 H.1 119.0 14.58 T.16 119.0 18.23 H.2 119.0 18.92 T.17 119.0 19.09 H.4 119.0 19.19 T.22 119.0 19.32 H.10 119.0 19.64 T.23 119.0 20.22 T.36 109.0 25.1 S.1 109.0 25.63 PRV 95.0 47.26 SMTR 95.0 61.39 TEE 95.0 64.75 5.0 MTR 95.0 76.12 CRB 95.0 79.77 STR 95.0 82.1 H.6 119.0 13.43 T.20 119.0 14.86 T.21 119.0 19.16 T.34 109.0 24.51 T.35 109.0 24.57 T.24 109.0 22.82 H.11 109.0 23.44 T.26 109.0 23.85 T.27 109.0 23.91 H.14 109.0 23.99 T.31 109.0 24.05 T.32 109.0 24.46 H.12 109.0 23.25 T.25 109.0 23.68 T.28 109.0 24.02 H.15 109.0 24.08 T.33 109.0 24.15 H.5 119.0 19.13 T.18 119.0 19.35 H.7 119.0 19.7 T.19 119.0 19.77 H.8 119.0 19.93 H.9 119.0 20.01 H.13 109.0 23.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 5 SOUTH RIVER TERRACE - One Head Calculation (H.3) Date 9/29/2022 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *Remote Head to Supply H.3 119 4.90 8.38 0.75 Utr 2.0 15.000 150 12.000 to 0.0 2.000 0.0 H.1 119 8.38 0.671 0.0 17.000 0.1518 2.581 Vel = 7.60 H.1 119 0.0 0.75 Utb 17.0 5.000 150 14.581 to Utr 2.0 19.000 0.0 T.16 119 8.38 0.671 0.0 24.000 0.1518 3.644 Vel= 7.60 T.16 119 -5.24 0.75 Utb 17.0 9.000 150 18.225 to Utr 2.0 19.000 0.0 H.2 119 3.14 0.671 0.0 28.000 0.0247 0.692 Vel = 2.85 H.2 119 0.0 0.75 Utr 2.0 5.000 150 18.917 to 0.0 2.000 0.0 T.17 119 3.14 0.671 0.0 7.000 0.0247 0.173 Vel = 2.85 T.17 119 -1.96 0.75 Utb 17.0 6.000 150 19.090 to Utr 2.0 19.000 0.0 H.4 119 1.18 0.671 0.0 25.000 0.0041 0.102 Vel = 1.07 H.4 119 0.0 0.75 Utb 17.0 16.000 150 19.192 to 0.0 17.000 0.0 T.22 119 1.18 0.671 0.0 33.000 0.0040 0.133 Vel= 1.07 T.22 119 1.68 0.75 Utr 2.0 13.000 150 19.325 to 0.0 2.000 0.0 H.10 119 2.86 0.671 0.0 15.000 0.0207 0.311 Vel = 2.59 H.10 119 0.0 0.75 Utb 17.0 11.000 150 19.636 to 0.0 17.000 0.0 T.23 119 2.86 0.671 0.0 28.000 0.0207 0.580 Vel= 2.59 T.23 119 2.01 1 Utb 17.0 19.973 150 20.216 to 0.0 14.000 4.331 T.36 109 4.87 0.862 0.0 33.973 0.0164 0.558 Vel = 2.68 T.36 109 12.10 1.25 T 2.44 6.000 150 25.105 to 0.0 2.440 0.0 S.1 109 16.97 1.054 0.0 8.440 0.0621 0.524 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 25.629 to 0.0 1.220 21.063 ** Fixed Loss = 15 PRV 95 16.97 1.054 0.0 9.220 0.0621 0.573 Vel = 6.24 PRV 95 0.0 1.25 0.0 2.000 150 47.265 to 0.0 0.0 14.000 ** Fixed Loss= 14 SMTR 95 16.97 1.054 0.0 2.000 0.0620 0.124 Vel= 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 61.389 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 64.748 to E 1.22 3.661 6.000 ** Fixed Loss= 6 MTR 95 21.97 1.054 0.0 53.661 0.1001 5.374 Vel = 8.08 MTR 95 0.0 1 0.0 20.000 150 76.122 to 0.0 0.0 1.000 ** Fixed Loss= 1 CRB 95 21.97 0.995 0.0 20.000 0.1326 2.652 Vel = 9.07 CRB 95 0.0 1 0.0 10.000 150 79.774 to 0.0 0.0 1.000 ** Fixed Loss = 1 STR 95 21.97 0.995 0.0 10.000 0.1326 1.326 Vel = 9.07 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.3) Date 9/29/2022 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 STR 21.97 82.100 K Factor= 2.42 *New Path H.3 119 8.59 0.75 Utr 2.0 7.000 150 12.000 to 0.0 2.000 0.0 H.6 119 8.59 0.671 0.0 9.000 0.1590 1.431 Vel = 7.79 H.6 119 0.0 0.75 Utr 2.0 7.000 150 13.431 to 0.0 2.000 0.0 T.20 119 8.59 0.671 0.0 9.000 0.1590 1.431 Vel = 7.79 T.20 119 0.0 0.75 Utb 17.0 10.000 150 14.862 to 0.0 17.000 0.0 T.21 119 8.59 0.671 0.0 27.000 0.1590 4.293 Vel = 7.79 T.21 119 -1.67 1 Utb 17.0 18.460 150 19.155 to 0.0 14.000 4.331 T.34 109 6.92 0.862 0.0 32.460 0.0314 1.020 Vel = 3.80 T.34 109 5.19 1.25 0.0 2.000 150 24.506 to 0.0 0.0 0.0 T.35 109 12.11 1.054 0.0 2.000 0.0335 0.067 Vel = 4.45 T.35 109 0.0 1.25 Utr 4.0 1.000 150 24.573 to Uel 11.0 15.000 0.0 T.36 109 12.11 1.054 0.0 16.000 0.0332 0.532 Vel = 4.45 0.0 T.36 12.11 25.105 K•Factor= 2.42 *New Path T.16 119 5.24 1 0.0 14.000 150 18.225 to 0.0 0.0 4.331 T.24 109 5.24 0.862 0.0 14.000 0.0188 0.263 Vel = 2.88 T.24 109 -2.39 0.75 Utb 17.0 11.000 150 22.819 to Utr 2.0 19.000 0.0 H.11 109 2.85 0.671 0.0 30.000 0.0207 0.620 Vel = 2.59 H.11 109 0.0 0.75 Utr 2.0 18.000 150 23.439 to 0.0 2.000 0.0 T.26 109 2.85 0.671 0.0 20.000 0.0207 0.414 Vel = 2.59 T.26 109 -0.60 0.75 Utr 2.0 2.000 150 23.853 to 0.0 2.000 0.0 T.27 109 2.25 0.671 0.0 4.000 0.0132 0.053 Vel = 2.04 T.27 109 0.60 0.75 Utr 2.0 2.000 150 23.906 to 0.0 2.000 0.0 H.14 109 2.85 0.671 0.0 4.000 0.0208 0.083 Vel = 2.59 H.14 109 0.0 0.75 Utr 2.0 1.000 150 23.989 to 0.0 2.000 0.0 T.31 109 2.85 0.671 0.0 3.000 0.0207 0.062 Vel = 2.59 T.31 109 0.0 0.75 Utb 17.0 3.000 150 24.051 to 0.0 17.000 0.0 T.32 109 2.85 0.671 0.0 20.000 0.0207 0.414 Vel = 2.59 T.32 109 2.34 1.25 Utr 4.0 2.000 150 24.465 to 0.0 4.000 0.0 T.34 109 5.19 1.054 0.0 6.000 0.0068 0.041 Vel = 1.91 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.3) Date 9/29/2022 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 0.0 T.34 5.19 24.506 K Factor= 1.05 *New Path T.24 109 2.38 0.75 Utb 17.0 10.000 150 22.819 to Utr 2.0 19.000 0.0 H.12 109 2.38 0.671 0.0 29.000 0.0148 0.430 Vel= 2.16 H.12 109 0.0 0.75 Utb 17.0 12.000 150 23.249 to 0.0 17.000 0.0 T.25 109 2.38 0.671 0.0 29.000 0.0149 0.431 Vel = 2.16 T.25 109 -0.04 0.75 Utr 2.0 5.000 150 23.680 to Utb 17.0 19.000 0.0 T.28 109 2.34 0.671 0.0 24.000 0.0142 0.342 Vel = 2.12 T.28 109 0.0 0.75 Utr 2.0 2.000 150 24.022 to 0.0 2.000 0.0 H.15 109 2.34 0.671 0.0 4.000 0.0142 0.057 Vel = 2.12 H.15 109 0.0 0.75 Utr 2.0 3.000 150 24.079 to 0.0 2.000 0.0 T.33 109 2.34 0.671 0.0 5.000 0.0144 0.072 Vel= 2.12 T.33 109 0.0 0.75 Utb 17.0 5.000 150 24.151 to 0.0 17.000 0.0 T.32 109 2.34 0.671 0.0 22.000 0.0143 0.314 Vel = 2.12 0.0 T.32 2.34 24.465 K Factor= 0.47 *New Path T.17 119 1.96 0.75 Utr 2.0 2.000 150 19.090 to 0.0 2.000 0.0 H.5 119 1.96 0.671 0.0 4.000 0.0105 0.042 Vel = 1.78 H.5 119 0.0 0.75 Utb 17.0 4.000 150 19.132 to 0.0 17.000 0.0 T.18 119 1.96 0.671 0.0 21.000 0.0103 0.217 Vel = 1.78 T.18 119 0.05 0.75 Utb 17.0 4.000 150 19.349 to Uel 11.0 28.000 0.0 H.7 119 2.01 0.671 0.0 32.000 0.0108 0.347 Vel = 1.82 H.7 119 0.0 0.75 Utr 2.0 5.000 150 19.696 to 0.0 2.000 0.0 T.19 119 2.01 0.671 0.0 7.000 0.0109 0.076 Vel = 1.82 T.19 119 0.0 0.75 Utr 2.0 13.000 150 19.772 to 0.0 2.000 0.0 H.8 119 2.01 0.671 0.0 15.000 0.0108 0.162 Vel = 1.82 H.8 119 0.0 0.75 Utr 2.0 5.000 150 19.934 to 0.0 2.000 0.0 H.9 119 2.01 0.671 0.0 7.000 0.0109 0.076 Vel = 1.82 H.9 119 0.0 0.75 Utb 17.0 2.000 150 20.010 to 0.0 17.000 0.0 T.23 119 2.01 0.671 0.0 19.000 0.0108 0.206 Vel = 1.82 0.0 T.23 2.01 20.216 K Factor= 0.45 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.3) Date 9/29/2022 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 *New Path T.21 119 1.68 0.75 Utr 2.0 3.000 150 19.155 to Utb 17.0 19.000 0.0 T.22 119 1.68 0.671 0.0 22.000 0.0077 0.170 Vel = 1.52 0.0 T.22 1.68 19.325 K Factor= 0.38 *New Path T.18 119 -0.05 1 0.0 21.214 150 19.349 to 0.0 0.0 4.331 T.25 109 -0.05 0.862 0.0 21.214 0 0.0 Vel = 0.03 0.0 T.25 -0.05 23.680 K Factor= -0.01 *New Path T.26 109 0.60 0.75 Utb 17.0 5.000 150 23.853 to Utr 2.0 19.000 0.0 H.13 109 0.6 0.671 0.0 24.000 0.0012 0.028 Vel = 0.54 H.13 109 0.0 0.75 Utb 17.0 5.000 150 23.881 to 0.0 17.000 0.0 T.27 109 0.6 0.671 0.0 22.000 0.0011 0.025 Vel = 0.54 0.0 T.27 0.60 23.906 K Factor= 0.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ! I hereby certify that this plan, specification, RECEIVEDreport was prepared by me or under my ect supervision and that I am NICET Certified. OCT 1 2 2022 - ty -12,\-- BUILDING DI GARI VISION onald Date: 09/30/2022 NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2025 1111 AquaSAFE TM Fire Safety System OFFTi, CO Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE -Two Head Calculation (H.6 & H.4) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 2 TIGARD OR Remote Area : 1 Contract : 43463F 002 Data File : 43463F 002 2 Story Triplex, Unit 2 + Mirror.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Uponor, Inc. Page 1 SOUTH RIVER TERRACE-Two Head Calculation (H6&H.4) Date 9/29/2022 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 002 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: ( ) 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 155 N Calculation Gpm Required 26.598 Psi Required 91.43 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) - 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 C Uponor, Inc. Page 2 SOUTH RIVER TERRACE -Two Head Calculation (H.6 & H.4) Date 9/29/2022 City Water Supply: Demand: C1 - Static Pressure : 108 D1 - Elevation : 10.394 C2 - Residual Pressure: 100 D2 - System Flow : 26.598 C2 - Residual Flow : 300 D2 - System Pressure : 91.429 Hose ( Demand ) : 5 D3 - System Demand : 31.598 Safety Margin : 16.446 150 140 130 p 120 R 110 C1 C2 E 100 D2 S 90 - 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. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor, Inc. Page 3 SOUTH RIVER TERRACE-Two Head Calculation (H.6 & H.4) Date 9/29/2022 Fitting Legend Abbrev. Name '/z ° 1 1'/ 1 Y 2 2'%% 3 314 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 -Two Head Calculation (H.6 & H.4) Date 9/29/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 100 300.0 107.876 31.6 91.429 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 119.0 4.9 7.04 13.0 T.20 119.0 8.23 T.21 119.0 11.81 T.34 109.0 18.24 T.35 109.0 18.38 T.36 109.0 19.54 S.1 109.0 20.74 PRV 95.0 43.12 SMTR 95.0 57.41 TEE 95.0 65.12 5.0 MTR 95.0 81.64 CRB 95.0 87.83 STR 95.0 91.43 H.3 119.0 7.61 H.1 119.0 8.68 T.16 119.0 10.2 T.24 109.0 14.93 H.11 109.0 16.14 T.26 109.0 16.95 T.27 109.0 17.05 H.14 109.0 17.21 T.31 109.0 17.33 T.32 109.0 18.14 H.2 119.0 10.05 T.17 119.0 10.01 H.5 119.0 10.25 T.18 119.0 11.49 H.7 119.0 12.4 T.19 119.0 12.6 H.8 119.0 13.02 H.9 119.0 13.22 T.23 119.0 13.76 H.4 119.0 4.9 7.7 13.6 T.22 119.0 11.47 H.10 119.0 12.27 H.12 109.0 15.4 T.25 109.0 15.87 T.28 109.0 16.86 H.15 109.0 17.02 T.33 109.0 17.23 H.13 109.0 17.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 5 SOUTH RIVER TERRACE - Two Head Calculation (H.6 & H.4) Date 9/29/2022 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 *Remote Head to Supply _ H.6 119 4.90 7.78 0.75 Utr 2.0 7.000 150 7.040 to 0.0 2.000 0.0 T.20 119 7.78 0.671 0.0 9.000 0.1324 1.192 Vel= 7.06 T.20 119 0.0 0.75 Utb 17.0 10.000 150 8.232 to 0.0 17.000 0.0 T.21 119 7.78 0.671 0.0 27.000 0.1324 3.576 Vel = 7.06 T.21 119 2.43 1 Utb 17.0 18.460 150 11.808 to 0.0 14.000 4.331 T.34 109 10.21 0.862 0.0 32.460 0.0646 2.097 Vel = 5.61 T.34 109 8.24 1.25 0.0 2.000 150 18.236 to 0.0 0.0 0.0 T.35 109 18.45 1.054 0.0 2.000 0.0725 0.145 Vel = 6.78 T.35 109 0.0 1.25 Utr 4.0 1.000 150 18.381 to Uel 11.0 15.000 0.0 T.36 109 18.45 1.054 0.0 16.000 0.0724 1.159 Vel = 6.78 T.36 109 8.15 1.25 T 2.44 6.000 150 19.540 to 0.0 2.440 0.0 S.1 109 26.6 1.054 0.0 8.440 0.1427 1.204 Vel = 9.78 S.1 109 0.0 1.25 E 1.22 8.000 150 20.744 to 0.0 1.220 21.063 ** Fixed Loss= 15 PRV 95 26.6 1.054 0.0 9.220 0.1426 1.315 Vel = 9.78 PRV 95 0.0 1.25 0.0 2.000 150 43.122 to 0.0 0.0 14.000 ** Fixed Loss = 14 SMTR 95 26.6 1.054 0.0 2.000 0.1425 0.285 Vel= 9.78 SMTR 95 0.0 1.25 E 1.22 50.000 150 57.407 to G 0.407 4.067 0.0 TEE 95 26.6 1.054 T 2.44 54.067 0.1426 7.710 Vel = 9.78 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 65.117 to E 1.22 3.661 6.000 * * Fixed Loss= 6 MTR 95 31.6 1.054 0.0 53.661 0.1961 10.524 Vel = 11.62 MTR 95 0.0 1 0.0 20.000 150 81.641 to 0.0 0.0 1.000 * * Fixed Loss= 1 CRB 95 31.6 0.995 0.0 20.000 0.2596 5.192 Vel = 13.04 CRB 95 0.0 1 0.0 10.000 150 87.833 to 0.0 0.0 1.000 * * Fixed Loss= 1 STR 95 31.6 0.995 0.0 10.000 0.2596 2.596 Vel = 13.04 0.0 STR 31.60 91.429 K Factor= 3.30 *New Path H.6 119 5.22 0.75 Utr 2.0 7.000 150 7.040 to 0.0 2.000 0.0 H.3 119 5.22 0.671 0.0 9.000 0.0631 0.568 Vel = 4.74 H.3 119 0.0 0.75 Utr 2.0 15.000 150 7.608 to 0.0 2.000 0.0 H.1 119 5.22 0.671 0.0 17.000 0.0632 1.074 Vel = 4.74 H.1 119 0.0 0.75 Utb 17.0 5.000 150 8.682 to Utr 2.0 19.000 0.0 T.16 119 5.22 0.671 0.0 24.000 0.0632 1.516 Vel = 4.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H_ USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE -Two Head Calculation (H.6 & HA) Date 9/29/2022 Node1 Elev1 K Oa Nom Fitting Pipe CFact Pt to or Ftngs Pe '""""*' Notes "' Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.16 119 1.37 1 0.0 14.000 150 10.198 to 0.0 0.0 4.331 T.24 109 6.59 0.862 0.0 14.000 0.0287 0.402 Vel = 3.62 T.24 109 -2.50 0.75 Utb 17.0 11.000 150 14.931 to Utr 2.0 19.000 0.0 H.11 109 4.09 0.671 0.0 30.000 0.0403 1.209 Vel = 3.71 H.11 109 0.0 0.75 Utr 2.0 18.000 150 16.140 to 0.0 2.000 0.0 T.26 109 4.09 0.671 0.0 20.000 0.0403 0.806 Vel = 3.71 T.26 109 -0.86 0.75 Utr 2.0 2.000 150 16.946 to 0.0 2.000 0.0 T.27 109 3.23 0.671 0.0 4.000 0.0260 0.104 Vel = 2.93 T.27 109 0.86 0.75 Utr 2.0 2.000 150 17.050 to 0.0 2.000 0.0 H.14 109 4.09 0.671 0.0 4.000 0.0402 0.161 Vel = 3.71 H.14 109 0.0 0.75 Utr 2.0 1.000 150 17.211 to 0.0 2.000 0.0 T.31 109 4.09 0.671 0.0 3.000 0.0403 0.121 Vel = 3.71 T.31 109 0.0 0.75 Utb 17.0 3.000 150 17.332 to 0.0 17.000 0.0 T.32 109 4.09 0.671 0.0 20.000 0.0403 0.806 Vel = 3.71 T.32 109 4.15 1.25 Utr 4.0 2.000 150 18.138 to 0.0 4.000 0.0 T.34 109 8.24 1.054 0.0 6.000 0.0163 0.098 Vel = 3.03 0.0 T.34 8.24 18.236 K Factor= 1.93 *New Path T.16 119 -1.37 0.75 Utb 17.0 9.000 150 10.198 to Utr 2.0 19.000 0.0 H.2 119 -1.37 0.671 0.0 28.000 -0.0054 -0.150 Vel = 1.24 H.2 119 0.0 0.75 Utr 2.0 5.000 150 10.048 to 0.0 2.000 0.0 T.17 119 -1.37 0.671 0.0 7.000 -0.0054 -0.038 Vel = 1.24 T.17 119 6.41 0.75 Utr 2.0 2.000 150 10.010 to 0.0 2.000 0.0 H.5 119 5.04 0.671 0.0 4.000 0.0592 0.237 Vel = 4.57 H.5 119 0.0 0.75 Utb 17.0 4.000 150 10.247 to 0.0 17.000 0.0 T.18 119 5.04 0.671 0.0 21.000 0.0592 1.243 Vel = 4.57 T.18 119 -1.65 0.75 Utb 17.0 4.000 150 11.490 to Uel 11.0 28.000 0.0 H.7 119 3.39 0.671 0.0 32.000 0.0284 0.910 Vel = 3.08 H.7 119 0.0 0.75 Utr 2.0 5.000 150 12.400 to 0.0 2.000 0.0 T.19 119 _ 3.39 0.671 0.0 7.000 0.0283 0.198 Vel = 3.08 T.19 119 0.0 0.75 Utr 2.0 13.000 150 12.598 to 0.0 2.000 0.0 H.8 119 3.39 0.671 0.0 15.000 0.0285 0.427 Vel = 3.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 SOUTH RIVER TERRACE -Two Head Calculation (H.6 & HA) Date 9/29/2022 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf H.8 119 0.0 0.75 Utr 2.0 5.000 150 13.025 to 0.0 2.000 0.0 H.9 119 3.39 0.671 0.0 7.000 0.0284 0.199 Vet= 3.08 H.9 119 0.0 0.75 Utb 17.0 2.000 150 13.224 to 0.0 17.000 0.0 T.23 119 3.39 0.671 0.0 19.000 0.0284 0.540 Vel = 3.08 T.23 119 4.76 1 Utb 17.0 19.973 150 13.764 to 0.0 14.000 4.331 T.36 109 8.15 0.862 0.0 33.973 0.0425 1.445 Vel = 4.48 0.0 T.36 8.15 19.540 K Factor= 1.84 *New Path T.17 119 -6.41 0.75 Utb 17.0 6.000 150 10.010 to Utr 2.0 19.000 0.0 H.4 119 -6.41 0.671 0.0 25.000 -0.0924 -2.310 Vel = 5.82 H.4 119 4.90 13.60 0.75 Utb 17.0 16.000 150 7.700 to 0.0 17.000 0.0 T.22 119 7.19 0.671 0.0 33.000 0.1143 3.771 Vel = 6.52 T.22 119 -2.43 0.75 Utr 2.0 13.000 150 11.471 to 0.0 2.000 0.0 H.10 119 4.76 0.671 0.0 15.000 0.0533 0.799 Vel = 4.32 H.10 119 0.0 0.75 Utb 17.0 11.000 150 12.270 to 0.0 17.000 0.0 T.23 119 4.76 0.671 0.0 28.000 0.0534 1.494 Vel = 4.32 0.0 T.23 4.76 13.764 K Factor= 1.28 *New Path T.24 109 2.50 0.75 Utb 17.0 10.000 150 14.931 to Utr 2.0 19.000 0.0 H.12 109 2.5 0.671 0.0 29.000 0.0161 0.468 Vet = 2.27 H.12 109 0.0 0.75 Utb 17.0 12.000 150 15.399 to 0.0 17.000 0.0 T.25 109 2.5 0.671 0.0 29.000 0.0162 0.469 Vel = 2.27 T.25 109 1.64 0.75 Utr 2.0 5.000 150 15.868 to Utb 17.0 19.000 0.0 T.28 109 4.14 0.671 0.0 24.000 0.0413 0.991 Vel = 3.76 T.28 109 0.0 0.75 Utr 2.0 2.000 150 16.859 to 0.0 2.000 0.0 H.15 109 4.14 0.671 0.0 4.000 0.0412 0.165 Vel = 3.76 H.15 109 0.0 0.75 Utr 2.0 3.000 150 17.024 to 0.0 2.000 0.0 T.33 109 4.14 0.671 0.0 5.000 0.0412 0.206 Vel = 3.76 T.33 109 0.0 0.75 Utb 17.0 5.000 150 17.230 to 0.0 17.000 0.0 T.32 109 4.14 0.671 0.0 22.000 0.0413 0.908 Vet = 3.76 0.0 T.32 4.14 18.138 K Factor= 0.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE -Two Head Calculation (H.6 & H.4) Date 9/29/2022 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe **" Notes **'* Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *New Path T.22 119 2.43 0.75 Utr 2.0 3.000 150 11.471 to Utb 17.0 19.000 0.0 T.21 119 2.43 0.671 0.0 22.000 0.0153 0.337 Vel = 2.20 0.0 T.21 2.43 11.808 K Factor= 0.71 *New Path T.18 119 1.65 1 0.0 21.214 150 11.490 to 0.0 0.0 4.331 T.25 109 1.65 0.862 0.0 21.214 0.0022 0.047 Vel = 0.91 0.0 T.25 1.65 15.868 K Factor= 0.41 *New Path T.26 109 0.86 0.75 Utb 17.0 5.000 150 16.946 to Utr 2.0 19.000 0.0 H.13 109 0.86 0.671 0.0 24.000 0.0022 0.054 Vel = 0.78 H.13 109 0.0 0.75 Utb 17.0 5.000 150 17.000 to 0.0 17.000 0.0 T.27 109 0.86 0.671 0.0 22.000 0.0023 0.050 Vel = 0.78 0.0 T.27 0.86 17.050 K Factor= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087