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Fid r2 7Z1--do'0� I here by certify that this plan specification /672i Zr9-/2i c%/ LP ` or report was prepared by me or under my direct supervision and that I am NICET ;'EE 2 Z 274 Certified. TrY OF TIGARD - .-e -rprittA104.1.-.7\- luRDING DIVISION Tim W McDonald Date: 08/12/2021 NICET Certification No. 150393 Water-Based Systems Layout- Level III Certification Expires: June 1, 2022 • AquaSAFETM FIRE SAFETY SYSTEM F 'Z Car Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES -One Head Calculation (H.4) Drawing : RESIDENTIAL Location : STACKED DUPLEX- SFU TIGARD OR Remote Area : 1 Contract : 39400F 008 Data File : 39400F 008 River Terrace Stacked Duplex, SFU- copy.wxl Date/Time : 08/11/2021 - 11:42 AM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 RIVER TERRACE MULTIPLEXES -One Head Calculation (HA) Date 8/11/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE MULTIPLEXES Date - 08/11/2021 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 39400F 008 Calculated By - AMANDA MCALPINE 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 72.67 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 C Uponor, Inc. Page 2 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.4) Date 8/11/2021 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 : 72.666 Hose ( Demand ) : 5 D3 -System Demand : 21.974 Safety Margin : 32.294 150 140 130 P 120 R 110 Cl — C2 E 100 i —.� - S 90 S 80 D2 U 70 R60D E 50 31 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 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.4) Date 8/11/2021 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 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 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.4) Date 8/11/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 105.0 100 300.0 104.96 21.97 72.666 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 119.0 4.9 12.0 16.97 H.9 119.0 13.96 T.29 119.0 14.79 T.28 119.0 15.89 T.37 '119.0 18.28 T.36 119.0 18.8 T.35 119.0 18.84 T.44 109.0 25.47 T.43 109.0 26.59 T.42 109.0 26.86 S.1 109.0 27.44 PRV 95.0 40.08 SMTR 95.0 54.2 TEE 95.0 57.56 5.0 MTR 95.0 66.03 CRB 95.0 70.34 STR 95.0 72.67 T.23 119.0 13.96 H.8 119.0 15.43 H.3 119.0 14.73 T.24 119.0 15.15 H.6 119.0 15.93 H.7 119.0 16.12 T.25 119.0 16.4 T.34 119.0 16.56 H.13 119.0 15.01 H.19 119.0 15.63 T.41 119.0 16.34 H.12 119.0 17.29 H.2 119.0 15.18 H.1 119.0 15.39 H.5 119.0 15.54 H.10 119.0 15.63 T.30 119.0 15.69 T.39 119.0 15.77 H.14 119.0 15.89 H.18 119.0 15.98 H.15 119.0 16.07 T.46 119.0 16.3 H.16 119.0 16.45 H.11 119.0 16.52 H.21 119.0 16.3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.4) Date 8/11/2021 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.22 119.0 16.32 H.17 119.0 16.33 H.20 109.0 26.72 T.45 109.0 26.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.4) Date 8/11/2021 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 6.80 0.75 Utr 2.0 17.000 150 12.000 to 0.0 2.000 0.0 H.9 119 6.8 0.671 0.0 19.000 0.1032 1.960 Vel= 6.17 H.9 119 0.0 0.75 Utr 2.0 6.000 150 13.960 to 0.0 2.000 0.0 T.29 119 6.8 0.671 0.0 8.000 0.1032 0.826 Vel= 6.17 T.29 119 -3.64 0.75 2Utb 34.0 10.000 150 14.786 to 0.0 34.000 0.0 T.28 119 3.16 0.671 0.0 44.000 0.0250 1.100 Vel= 2.87 T.28 119 4.64 0.75 Utb 17.0 1.000 150 15.886 to 0.0 17.000 0.0 T.37 119 7.8 0.671 0.0 18.000 0.1329 2.393 Vel = 7.08 T.37 119 4.24 1.25 Uel 11.0 5.000 150 18.279 to 0.0 11.000 0.0 T.36 119 12.04 1.054 0.0 16.000 0.0329 0.526 Vel = 4.43 T.36 119 0.0 1.25 0.0 1.000 150 18.805 to 0.0 0.0 0.0 T.35 119 12.04 1.054 0.0 1.000 0.0330 0.033 Vel= 4.43 T.35 119 4.93 1.25 Utr 4.0 33.000 150 18.838 to 0.0 4.000 4.331 T.44 109 16.97 1.054 0.0 37.000 0.0621 2.299 Vel= 6.24 T.44 109 0.0 1.25 Uel 11.0 7.000 150 25.468 to 0.0 11.000 0.0 T.43 109 16.97 1.054 0.0 18.000 0.0621 1.118 Vel= 6.24 T.43 109 -1.26 1.25 Utr 4.0 1.000 150 26.586 to 0.0 4.000 0.0 T.42 109 15.71 1.054 0.0 5.000 0.0538 0.269 Vel = 5.78 T.42 109 1.26 1.25 T 2.44 7.000 150 26.855 to 0.0 2.440 0.0 S.1 109 16.97 1.054 0.0 9.440 0.0622 0.587 Vel= 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 27.442 to 0.0 1.220 12.063 **Fixed Loss=6 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 40.078 to 0.0 0.0 14.000 **Fixed Loss= 14 SMTR 95 16.97 1.054 0.0 2.000 0.0620 0.124 Vet = 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 54.202 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 1.5 T 3.443 50.000 150 57.561 to E 1.721 5.164 6.000 ** Fixed Loss=6 MTR 95 21.97 1.244 0.0 55.164 0.0447 2.465 Vel= 5.80 MTR 95 0.0 1 0.0 25.000 150 66.026 to 0.0 0.0 1.000 ** Fixed Loss= 1 CRB 95 21.97 0.995 0.0 25.000 0.1326 3.314 Vel= 9.07 CRB 95 0.0 1 0.0 10.000 150 70.340 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 7 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.4) Date 8/11/2021 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 0.0 STR 21.97 72.666 K Factor= 2.58 *New Path H.4 119 10.17 0.75 Utr 2.0 7.000 150 12.000 to 0.0 2.000 0.0 T.23 119 10.17 0.671 0.0 9.000 0.2172 1.955 VeI= 9.23 T.23 119 -5.53 0.75 Utb 17.0 10.000 150 13.955 to Utr 2.0 19.000 0.0 H.8 119 4.64 0.671 0.0 29.000 0.0508 1.474 Vel = 4.21 H.8 119 0.0 0.75 Utr 2.0 7.000 150 15.429 to 0.0 2.000 0.0 T.28 119 4.64 0.671 0.0 9.000 0.0508 0.457 Vel= 4.21 0.0 T.28 4.64 15.886 K Factor= 1.16 *New Path T.23 119 5.53 0.75 Utr 2.0 9.000 150 13.955 to 0.0 2.000 0.0 H.3 119 5.53 0.671 0.0 11.000 0.0705 0.775 Vel= 5.02 H.3 119 0.0 0.75 Utr 2.0 4.000 150 14.730 to 0.0 2.000 0.0 T.24 119 5.53 0.671 0.0 6.000 0.0705 0.423 VeI= 5.02 T.24 119 -1.96 0.75 Utb 17.0 6.000 150 15.153 to Utr 2.0 19.000 0.0 H.6 119 3.57 0.671 0.0 25.000 0.0312 0.781 Vel= 3.24 H.6 119 0.0 0.75 Utr 2.0 4.000 150 15.934 to 0.0 2.000 0.0 H.7 119 3.57 0.671 0.0 6.000 0.0312 0.187 Vel = 3.24 H.7 119 0.0 0.75 Utr 2.0 7.000 150 16.121 to 0.0 2.000 0.0 T.25 119 3.57 0.671 0.0 9.000 0.0312 0.281 Vel= 3.24 T.25 119 0.0 0.75 Utr 2.0 3.000 150 16.402 to 0.0 2.000 0.0 T.34 119 3.57 0.671 0.0 5.000 0.0314 0.157 Vel = 3.24 T.34 119 1.36 0.75 2Utb 34.0 6.000 150 16.559 to 0.0 34.000 0.0 T.35 119 4.93 0.671 0.0 40.000 0.0570 2.279 Vel= 4.47 0.0 T.35 4.93 18.838 K Factor= 1.14 *New Path T.29 119 3.64 0.75 Utr 2.0 5.000 150 14.786 to 0.0 2.000 0.0 H.13 119 3.64 0.671 0.0 7.000 0.0324 0.227 Vel= 3.30 H.13 119 0.0 0.75 Utr 2.0 17.000 150 15.013 to 0.0 2.000 0.0 H.19 119 3.64 0.671 0.0 19.000 0.0324 0.616 VeI= 3.30 H.19 119 0.0 0.75 0.0 22.000 150 15.629 to 0.0 0.0 0.0 T.41 119 3.64 0.671 0.0 22.000 0.0325 0.714 VeI= 3.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.4) Date 8/11/2021 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.41 119 0.60 0.75 Utb 17.0 5.000 150 16.343 to 0.0 17.000 0.0 H.12 119 4.24 0.671 0.0 22.000 0.0430 0.947 Vel = 3.85 H.12 119 0.0 0.75 Utb 17.0 4.000 150 17.290 to Utr 2.0 19.000 0.0 T.37 119 4.24 0.671 0.0 23.000 0.0430 0.989 Vel = 3.85 0.0 T.37 4.24 18.279 K Factor= 0.99 *New Path T.24 119 1.97 0.75 0.0 3.000 150 15.153 to 0.0 0.0 0.0 H.2 119 1.97 0.671 0.0 3.000 0.0103 0.031 Vel = 1.79 H.2 119 0.0 0.75 Utr 2.0 18.000 150 15.184 to 0.0 2.000 0.0 H.1 119 1.97 0.671 0.0 20.000 0.0104 0.208 Vel= 1.79 H.1 119 0.0 0.75 Utr 2.0 12.000 150 15.392 to 0.0 2.000 0.0 H.5 119 1.97 0.671 0.0 14.000 0.0104 0.146 Vel= 1.79 H.5 119 0.0 0.75 Utr 2.0 7.000 150 15.538 to 0.0 2.000 0.0 H.10 119 1.97 0.671 0.0 9.000 0.0104 0.094 Vel= 1.79 H.10 119 0.0 0.75 Utr 2.0 4.000 150 15.632 to 0.0 2.000 0.0 T.30 119 1.97 0.671 0.0 6.000 0.0103 0.062 Vel= 1.79 T.30 119 0.0 0.75 Utr 2.0 5.000 150 15.694 to 0.0 2.000 0.0 T.39 119 1.97 0.671 0.0 7.000 0.0104 0.073 Vel= 1.79 T.39 119 0.0 0.75 Utr 2.0 10.000 150 15.767 to 0.0 2.000 0.0 H.14 119 1.97 0.671 0.0 12.000 0.0104 0.125 Vel = 1.79 H.14 119 0.0 0.75 0.0 8.000 150 15.892 to 0.0 0.0 0.0 H.18 119 1.97 0.671 0.0 8.000 0.0104 0.083 Vel= 1.79 H.18 119 0.0 0.75 Utr 2.0 7.000 150 15.975 to 0.0 2.000 0.0 H.15 119 1.97 0.671 0.0 9.000 0.0104 0.094 Vel= 1.79 H.15 119 0.0 0.75 Utr 2.0 20.000 150 16.069 to 0.0 2.000 0.0 T.46 119 1.97 0.671 0.0 22.000 0.0104 0.229 Vel= 1.79 T.46 119 -0.60 0.75 Utb 17.0 12.000 150 16.298 to 0.0 17.000 0.0 H.16 119 1.37 0.671 0.0 29.000 0.0053 0.154 Vel= 1.24 H.16 119 0.0 0.75 Utr 2.0 11.000 150 16.452 to 0.0 2.000 0.0 H.11 119 1.37 0.671 0.0 13.000 0.0054 0.070 Vel= 1.24 H.11 119 0.0 0.75 Utr 2.0 5.000 150 16.522 to 0.0 2.000 0.0 T.34 119 1.37 0.671 0.0 7.000 0.0053 0.037 Vel= 1.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 RIVER TERRACE MULTIPLEXES -One Head Calculation (HA) Date 8/11/2021 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 0.0 T.34 1.37 16.559 K Factor= 0.34 *New Path T.46 119 0.60 0.75 Utr 2.0 2.000 150 16.298 to 0.0 2.000 0.0 H.21 119 0.6 0.671 0.0 4.000 0.0012 0.005 Vel = 0.54 H.21 119 0.0 0.75 0.0 11.000 150 16.303 to 0.0 0.0 0.0 H.22 119 0.6 0.671 0.0 11.000 0.0011 0.012 Vel = 0.54 H.22 119 0.0 0.75 Utr 2.0 10.000 150 16.315 to 0.0 2.000 0.0 H.17 119 0.6 0.671 0.0 12.000 0.0012 0.014 Vel= 0.54 H.17 119 0.0 0.75 Utr 2.0 10.000 150 16.329 to 0.0 2.000 0.0 T.41 119 0.6 0.671 0.0 12.000 0.0012 0.014 Vel = 0.54 0.0 T.41 0.60 16.343 K Factor= 0.15 *New Path T.43 109 1.26 0.75 Utb 17.0 11.000 150 26.586 to Utr 2.0 19.000 0.0 H.20 109 1.26 0.671 0.0 30.000 0.0046 0.137 Vel = 1.14 H.20 109 0.0 0.75 0.0 4.000 150 26.723 to 0.0 0.0 0.0 T.45 109 1.26 0.671 0.0 4.000 0.0045 0.018 Vel = 1.14 T.45 109 0.0 0.75 Utr 2.0 6.000 150 26.741 to Utb 17.0 19.000 0.0 T.42 109 1.26 0.671 0.0 25.000 0.0046 0.114 Vel = 1.14 0.0 T.42 1.26 26.855 K Factor= 0.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 / *s , ` /y � �' I here by certify that this plan, specification, ST,2021-00 / or report was prepared by me or under my 1 2 2022' direct supervision and that I am NICET Certified. CITY OF TIGARD ,64,-.1� c/>'zr,�.1/� BUILDING DIVISION Tim W McDonald Date: 08/12/2021 NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2022 � �ti a . AquaSAFETM FIRE SAFETY SYSTEM OFFICE C 4 .' ii Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.16 & H.11) Drawing : RESIDENTIAL Location : STACKED DUPLEX- SFU TIGARD OR Remote Area : 1 Contract : 39400F 008 Data File : 39400F 008 River Terrace Stacked Duplex, SFU - copy.wx2 Date/Time : 08/11/2021 - 11:41 AM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.16& H.11) Date 8/11/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE MULTIPLEXES Date - 08/11/2021 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 39400F 008 Calculated By - AMANDA MCALPINE 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 26.3519 Psi Required 93.03 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 C Uponor, Inc. Page 2 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.16 & H.11) Date 8/11/2021 City Water Supply: Demand: C1 - Static Pressure : 105 D1 - Elevation : 10.394 C2- Residual Pressure: 100 D2 -System Flow : 26.352 C2 - Residual Flow : 300 D2 -System Pressure : 93.031 Hose ( Demand) : 5 D3-System Demand : 31.352 Safety Margin : 11.892 150 140 130 P 120 R 110 Cl o- C2 E 100 D2 — — o - — S 90 S 80 D U 70 R 60 E 50 40 30 20 10 m 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 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.16 & H.11) Date 8/11/2021 Fitting Legend Abbrev. Name % 3/< 1 1'/4 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 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 viiiimissimimmimirmift Flow Summary- NFPA Uponor, Inc. Page 4 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.16& H.11) Date 8/11/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 105.0 100 300.0 104.923 31.35 93.031 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.16 119.0 4.9 7.04 13.0 T.46 119.0 12.64 H.21 119.0 13.1 H.22 119.0 14.35 H.17 119.0 15.72 T.41 119.0 17.09 H.12 119.0 19.15 T.37 119.0 21.3 T.36 119.0 22.08 T.35 119.0 22.13 T.44 109.0 31.65 T.43 109.0 34.17 T.42 109.0 34.78 S.1 109.0 36.1 PRV 95.0 49.46 SMTR 95.0 63.74 TEE 95.0 71.32 5.0 MTR 95.0 82.08 CRB 95.0 89.47 STR 95.0 93.03 H.11 119.0 4.9 7.42 13.35 T.34 119.0 11.28 T.25 119.0 11.6 H.7 119.0 12.2 H.6 119.0 12.59 T.24 119.0 14.24 H.3 119.0 15.01 T.23 119.0 16.44 H.8 119.0 18.05 T.28 119.0 18.55 H.15 119.0 12.96 H.18 119.0 13.09 H.14 119.0 13.2 T.39 119.0 13.38 T.30 119.0 13.48 H.10 119.0 13.57 H.5 119.0 13.7 H.1 119.0 13.9 H.2 119.0 14.19 H.4 119.0 16.62 H.9 119.0 17.01 T.29 119.0 17.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.16& H.11) Date 8/11/2021 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.19 119.0 17.13 H.13 119.0 17.16 H.20 109.0 34.48 T.45 109.0 34.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.16& H.11) Date 8/11/2021 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 *Remote Head to Supply H.16 119 4.90 9.54 0.75 Utb 17.0 12.000 150 7.040 to 0.0 17.000 0.0 T.46 119 9.54 0.671 0.0 29.000 0.1930 5.598 Vel= 8.66 T.46 119 -2.35 0.75 Utr 2.0 2.000 150 12.638 to 0.0 2.000 0.0 H.21 119 7.19 0.671 0.0 4.000 0.1142 0.457 Vel = 6.52 H.21 119 0.0 0.75 0.0 11.000 150 13.095 to 0.0 0.0 0.0 H.22 119 7.19 0.671 0.0 11.000 0.1143 1.257 Vel = 6.52 H.22 119 0.0 0.75 Utr 2.0 10.000 150 14.352 to 0.0 2.000 0.0 H.17 119 _ 7.19 0.671 0.0 12.000 0.1142 1.370 Vel= 6.52 H.17 119 0.0 0.75 Utr 2.0 10.000 150 15.722 to 0.0 2.000 0.0 T.41 119 7.19 0.671 0.0 12.000 0.1142 1.371 Vel= 6.52 T.41 119 -0.74 0.75 Utb 17.0 5.000 150 17.093 to 0.0 17.000 0.0 H.12 119 6.45 0.671 0.0 22.000 0.0936 2.059 Vel= 5.85 H.12 119 0.0 0.75 Utb 17.0 4.000 150 19.152 to Utr 2.0 19.000 0.0 T.37 119 6.45 0.671 0.0 23.000 0.0936 2.153 Vel = 5.85 T.37 119 8.43 1.25 Uel 11.0 5.000 150 21.305 to 0.0 11.000 0.0 T.36 119 14.88 1.054 0.0 16.000 0.0487 0.779 Vel= 5.47 T.36 119 0.0 1.25 0.0 1.000 150 22.084 to 0.0 0.0 0.0 T.35 119 14.88 1.054 0.0 1.000 0.0490 0.049 Vel= 5.47 T.35 119 11.47 1.25 Utr 4.0 33.000 150 22.133 to 0.0 4.000 4.331 T.44 109 26.35 1.054 0.0 37.000 0.1402 5.186 Vel= 9.69 T.44 109 0.0 1.25 Uel 11.0 7.000 150 31.650 to 0.0 11.000 0.0 T.43 109 26.35 1.054 0.0 18.000 0.1402 2.523 Vel = 9.69 T.43 109 -1.95 1.25 Utr 4.0 1.000 150 34.173 to 0.0 4.000 0.0 T.42 109 24.4 1.054 0.0 5.000 0.1214 0.607 Vel= 8.97 T.42 109 1.95 1.25 T 2.44 7.000 150 34.780 to 0.0 2.440 0.0 S.1 109 26.35 1.054 0.0 9.440 0.1401 1.323 Vel= 9.69 S.1 109 0.0 1.25 E 1.22 8.000 150 36.103 to 0.0 1.220 12.063 ** Fixed Loss=6 PRV 95 26.35 1.054 0.0 9.220 0.1402 1.293 Vel = 9.69 PRV 95 0.0 1.25 0.0 2.000 150 49.459 to 0.0 0.0 14.000 ** Fixed Loss= 14 SMTR 95 26.35 1.054 0.0 2.000 0.1405 0.281 Vel = 9.69 SMTR 95 0.0 1.25 E 1.22 50.000 150 63.740 to G 0.407 4.067 0.0 TEE 95 26.35 1.054 T 2.44 54.067 0.1402 7.578 Vel= 9.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations : Hazen-Williams Uponor, Inc. Page 7 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.16&H.11) Date 8/11/2021 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 TEE 95 H5 5.00 1.5 T 3.443 50.000 150 71.318 to E 1.721 5.164 6.000 **Fixed Loss =6 MTR 95 31.35 1.244 0.0 55.164 0.0862 4.757 Vel= 8.28 MTR 95 0.0 1 0.0 25.000 150 82.075 to 0.0 0.0 1.000 ** Fixed Loss= 1 CRB 95 31.35 0.995 0.0 25.000 0.2559 6.397 Vel = 12.94 CRB 95 0.0 1 0.0 10.000 150 89.472 to 0.0 0.0 1.000 **Fixed Loss= 1 STR 95 31.35 0.995 0.0 10.000 0.2559 2.559 Vel = 12.94 0.0 STR 31.35 93.031 K Factor= 3.25 *New Path H.16 119 3.46 0.75 Utr 2.0 11.000 150 7.040 to 0.0 2.000 0.0 H.11 119 3.46 0.671 0.0 13.000 0.0295 0.384 Vel = 3.14 H.11 119 4.90 13.35 0.75 Utr 2.0 5.000 150 7.424 to 0.0 2.000 0.0 T.34 119 16.81 0.671 0.0 7.000 0.5501 3.851 Vel = 15.25 T.34 119 -5.34 0.75 2Utb 34.0 6.000 150 11.275 to 0.0 34.000 0.0 T.35 119 11.47 0.671 0.0 40.000 0.2715 10.858 Vel = 10.41 0.0 T.35 11.47 22.133 K Factor= 2.44 *New Path T.34 119 5.34 0.75 Utr 2.0 3.000 150 11.275 to 0.0 2.000 0.0 T.25 119 5.34 0.671 0.0 5.000 0.0658 0.329 Vel = 4.84 T.25 119 0.0 0.75 Utr 2.0 7.000 150 11.604 to 0.0 2.000 0.0 H.7 119 5.34 0.671 0.0 9.000 0.0658 0.592 Vel = 4.84 H.7 119 0.0 0.75 Utr 2.0 4.000 150 12.196 to 0.0 2.000 0.0 H.6 119 5.34 0.671 0.0 6.000 0.0658 0.395 Vel= 4.84 H.6 119 0.0 0.75 Utb 17.0 6.000 150 12.591 to Utr 2.0 19.000 0.0 T.24 119 5.34 0.671 0.0 25.000 0.0658 1.646 Vel= 4.84 T.24 119 2.35 0.75 Utr 2.0 4.000 150 14.237 to 0.0 2.000 0.0 H.3 119 7.69 0.671 0.0 6.000 0.1295 0.777 Vel= 6.98 H.3 119 0.0 0.75 Utr 2.0 9.000 150 15.014 to 0.0 2.000 0.0 T.23 119 7.69 0.671 0.0 11.000 0.1295 1.425 Vel= 6.98 T.23 119 -2.83 0.75 Utb 17.0 10.000 150 16.439 to Utr 2.0 19.000 0.0 H.8 119 4.86 0.671 0.0 29.000 0.0554 1.608 Vel= 4.41 H.8 119 0.0 0.75 Utr 2.0 7.000 150 18.047 to 0.0 2.000 0.0 T.28 119 4.86 0.671 0.0 9.000 0.0554 0.499 Vel= 4.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.16& H.11) Date 8/11/2021 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.28 119 3.57 0.75 Utb 17.0 1.000 150 18.546 to 0.0 17.000 0.0 T.37 119 8.43 0.671 0.0 18.000 0.1533 2.759 Vel = 7.65 0.0 T.37 8.43 21.305 K Factor= 1.83 *New Path T.46 119 2.36 0.75 Utr 2.0 20.000 150 12.638 to 0.0 2.000 0.0 H.15 119 2.36 0.671 0.0 22.000 0.0145 0.320 Vel= 2.14 H.15 119 0.0 0.75 Utr 2.0 7.000 150 12.958 to 0.0 2.000 0.0 H.18 119 2.36 0.671 0.0 9.000 0.0146 0.131 Vel = 2.14 H.18 119 0.0 0.75 0.0 8.000 150 13.089 to 0.0 0.0 0.0 H.14 119 2.36 0.671 0.0 8.000 0.0145 0.116 Vel= 2.14 H.14 119 0.0 0.75 Utr 2.0 10.000 150 13.205 to 0.0 2.000 0.0 T.39 119 2.36 0.671 0.0 12.000 0.0146 0.175 Vel = 2.14 T.39 119 0.0 0.75 Utr 2.0 5.000 150 13.380 to 0.0 2.000 0.0 T.30 119 2.36 0.671 0.0 7.000 0.0144 0.101 Vel= 2.14 T.30 119 0.0 0.75 Utr 2.0 4.000 150 13.481 to 0.0 2.000 0.0 H.10 119 2.36 0.671 0.0 6.000 0.0145 0.087 Vel= 2.14 H.10 119 0.0 0.75 Utr 2.0 7.000 150 13.568 to 0.0 2.000 0.0 H.5 119 2.36 0.671 0.0 9.000 0.0146 0.131 Vel = 2.14 H.5 119 0.0 0.75 Utr 2.0 12.000 150 13.699 to 0.0 2.000 0.0 H.1 119 2.36 0.671 0.0 14.000 0.0146 0.204 Vel = 2.14 H.1 119 0.0 0.75 Utr 2.0 18.000 150 13.903 to 0.0 2.000 0.0 H.2 119 2.36 0.671 0.0 20.000 0.0145 0.290 Vel = 2.14 H.2 119 0.0 0.75 0.0 3.000 150 14.193 to 0.0 0.0 0.0 T.24 119 2.36 0.671 0.0 3.000 0.0147 0.044 Vel= 2.14 0.0 T.24 2.36 14.237 K Factor= 0.63 *New Path T.23 119 2.83 0.75 Utr 2.0 7.000 150 16.439 to 0.0 2.000 0.0 H.4 119 2.83 0.671 0.0 9.000 0.0204 0.184 Vel = 2.57 H.4 119 0.0 0.75 Utr 2.0 17.000 150 16.623 to 0.0 2.000 0.0 H.9 119 2.83 0.671 0.0 19.000 0.0204 0.387 Vel = 2.57 H.9 119 0.0 0.75 Utr 2.0 6.000 150 17.010 to 0.0 2.000 0.0 T.29 119 2.83 0.671 0.0 8.000 0.0204 0.163 Vel= 2.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i I Final Calculations : Hazen-Williams Uponor, Inc. Page 9 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.16&H.11) Date 8/11/2021 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 T.29 119 0.73 0.75 2Utb 34.0 10.000 150 17.173 to 0.0 34.000 0.0 r T.28 119 3.56 0.671 0.0 44.000 0.0312 1.373 Vel= 3.23 { 0.0 T.28 3.56 18.546 K Factor= 0.83 *New Path T.41 119 0.73 0.75 0.0 22.000 150 17.093 to 0.0 0.0 0.0 H.19 119 0.73 0.671 0.0 22.000 0.0016 0.036 Vel = 0.66 H.19 119 0.0 0.75 Utr 2.0 17.000 150 17.129 to 0.0 2.000 0.0 H.13 119 0.73 0.671 0.0 19.000 0.0017 0.032 Vel = 0.66 H.13 119 0.0 0.75 Utr 2.0 5.000 150 17.161 to 0.0 2.000 0.0 T.29 119 0.73 0.671 0.0 7.000 0.0017 0.012 Vel= 0.66 0.0 T.29 0.73 17.173 K Factor= 0.18 *New Path T.43 109 1.96 0.75 Utb 17.0 11.000 150 34.173 to Utr 2.0 19.000 0.0 H.20 109 1.96 0.671 0.0 30.000 0.0103 0.309 Vel = 1.78 H.20 109 0.0 0.75 0.0 4.000 150 34.482 to 0.0 0.0 0.0 T.45 109 1.96 0.671 0.0 4.000 0.0102 0.041 Vel = 1.78 T.45 109 0.0 0.75 Utr 2.0 6.000 150 34.523 to Utb 17.0 19.000 0.0 T.42 109 1.96 0.671 0.0 25.000 0.0103 0.257 Vel= 1.78 0.0 T.42 1.96 34.780 K Factor= 0.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087