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Permit FOR OFFICE USE ONLY-SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT III ■ Transmittal Letter r i,,, i i, 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Julie Drinkwater DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: Mark Baleme AUG IGa 2023 COMPANY: Wolcott Plumbing CITY OF TIGARD BUILDING DIVISION PHONE: 503-667-1781 X 3001 By._/ I EMAIL: mbaleme@woicott.pro RE: 16799 SW Colorado LN MST2022-00339 (Site Address) (Permit Number) South River Terrace/Bld 1 /Unit 1 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s)of plans. 2 Revisions: Sprinkler drawings and tales Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: Revised plans for new water service layout FOR OFFICE USE ONLY Routed to Permit Technician: Date: 8/ys-p-3 Initials:AClo Fees Due: ❑ Yes n No Fee Description: Amount Due: $ $ $ 444/ ©.,, 4ei r,,J $ 115, 444 Special Instructions: Reprint Permit(per PE): . [J Yes ❑No ❑ Done tip.plicant Notified: Date: e9-7/7-1 Initials: 8.1 I hereby certify that this plan, specification, ' or report was prepared by me or under my direct supervision and that I am NICET Certifie . RECEIVED Brent Kotula Date: 2023 NICET Certification No. 113889 AUG 16 2023 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 CITY OF TIGARD BUILDING DIVISION UPOnOr AquaSAFETM Fire Safety System OPFICii, COP' l tel`�9 S Cocos L.A.) Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE - One Head Calculation (H.4) Drawing : RESIDENTIAL Location : STACKED DUPLEX- UNIT 1A TIGARD OR Remote Area : 1 Contract : 43463F 004 R1 Data File : 43463F 004 R1 Duplex, Unit 1A+ Mirror.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Upondr, Inc. Page 1 ' SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 3/10(2023 HYDRAULIC DESIGN INFORMATION SHEET 1 Name - SOUTH RIVER TERRACE Date - 10/03/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 004 R1 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X) 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 76.84 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 108 Elev. R Residual (Psi) - 103 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve Uponor, Inc. Page 2 SOUTH RIVER TERRACE -One Head Calculation (H.4) Date 3/10/2023 City Water Supply: Demand: C1 -Static Pressure : 108 D1 - Elevation : 10.394 C2 - Residual Pressure: 103 D2 - System Flow : 16.974 C2 - Residual Flow : 300 D2 -System Pressure : 76.840 Hose ( Demand ) : 5 D3 -System Demand : 21.974 Safety Margin : 31.120 150 N- 140 130 P 120 ' R 110 C1 C2 -e E 100 - S 90 S 80 n2 U 70D3, R 60 E 50 40 30 20 10 m D1 • 50 100 150 200 250 300 350 400 450 FLOW ( N ^ 1.85 ) 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.4) Date 3/10/2023 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 Upondr, Inc. Page 4 • SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.96 21.97 76.84 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 119.0 4.9 12.0 16.97 0.05 324 T.25 119.0 14.06 H.8 119.0 15.35 H.12 119.0 16.02 T.39 119.0 16.24 T.40 119.0 17.54 T.41 109.0 22.84 S.1 109.0 23.37 PRV 95.0 45.01 SMTR 95.0 59.13 TEE 95.0 62.49 5.0 MTR 95.0 70.86 CRB 95.0 74.52 STR 95.0 76.84 H.9 119.0 13.8 T.36 119.0 16.18 T.35 119.0 16.83 T.34 119.0 16.84 T.32 119.0 16.97 T.44 109.0 22.19 T.43 109.0 22.62 T.42 109.0 22.72 H.3 119.0 15.01 T.26 119.0 15.27 H.6 119.0 15.96 H.7 119.0 16.12 T.28 119.0 16.32 T.31 119.0 16.87 H.2 119.0 15.39 H.1 119.0 15.79 H.5 119.0 16.08 H.10 119.0 16.28 T.29 119.0 16.38 T.33 119.0 16.76 T.38 119.0 16.85 H.14 119.0 16.89 H.19 119.0 16.92 H.16 119.0 16.94 H.15 119.0 16.96 T.46 119.0 17.04 H.24 119.0 17.18 H.18 119.0 17.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Upondr, Inc. Page 5 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 3/10/2023 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.13 119.0 16.19 H.20 119.0 16.21 H.11 119.0 16.93 H.17 119.0 16.97 H.23 119.0 17.0 H.22 109.0 22.67 T.45 109.0 22.68 H.21 109.0 22.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Upondr, Inc. Page 6 ' SOUTH RIVER TERRACE - One Head Calculation (H.4) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf H.4 119 4.90 10.47 0.75 Utr 2.0 7.000 150 12.000 to 2.000 0.0 T.25 119 10.47 0.671 9.000 0.2293 2.064 Vel = 9.50 T.25 119 -6.16 0.75 Utb 17.0 10.000 150 14.064 to Utr 2.0 19.000 0.0 H.8 119 4.31 0.671 29.000 0.0444 1.287 Vel = 3.91 H.8 119 0.0 0.75 Utr 2.0 13.000 150 15.351 to 2.000 0.0 H.12 119 4.31 0.671 15.000 0.0444 0.666 Vel = 3.91 H.12 119 0.0 0.75 Utr 2.0 3.000 150 16.017 to 2.000 0.0 T.39 119 4.31 0.671 5.000 0.0444 0.222 Vel = 3.91 T.39 119 0.48 0.75 Utb 17.0 7.000 150 16.239 to 17.000 0.0 T.40 119 4.79 0.671 24.000 0.0540 1.296 Vel = 4.35 T.40 119 2.03 1 Utb 17.0 18.000 150 17.535 to 14.000 4.331 T.41 109 6.82 0.862 32.000 0.0306 0.979 Vel = 3.75 T.41 109 10.15 1.25 T 2.44 6.000 150 22.845 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 23.369 to 1.220 21.063 ** Fixed Loss = 15 PRV 95 16.97 1.054 9.220 0.0623 0.574 Vel = 6.24 PRV 95 0.0 1.25 2.000 150 45.006 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 59.130 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 H5 5.00 1.25 T 2.44 50.000 150 62.488 to E 1.22 3.661 3.000 ** Fixed Loss = 3 MTR 95 21.97 1.054 53.661 0.1002 5.375 Vel = 8.08 MTR 95 0.0 1 20.000 150 70.863 to 1.000 * * Fixed Loss = 1 CRB 95 21.97 0.995 20.000 0.1326 2.652 Vel = 9.07 CRB 95 0.0 1 10.000 150 74.515 to 1.000 * * Fixed Loss = 1 STR 95 21.97 0.995 10.000 0.1325 1.325 Vel = 9.07 0.0 STR 21.97 76.840 K Factor= 2.51 H.4 119 6.50 0.75 Utr 2.0 17.000 150 12.000 to 2.000 0.0 H.9 119 6.5 0.671 19.000 0.0949 1.803 Vel = 5.90 H.9 119 0.0 0.75 Utb 17.0 8.000 150 13.803 to 17.000 0.0 T.36 119 6.5 0.671 25.000 0.0949 2.372 Vel = 5.90 T.36 119 -0.48 1 Uel 11.0 15.000 150 16.175 to 12.000 0.0 T.35 119 6.02 0.862 27.000 0.0243 0.656 Vel = 3.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams . Uponir, Inc. Page 7 ' SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes """"' Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.35 119 0.0 1.25 1.000 150 16.831 to 0.0 T.34 119 6.02 1.054 1.000 0.0090 0.009 Vel = 2.21 T.34 119 1.71 1.25 Utr 4.0 4.814 150 16.840 to 4.000 0.0 T.32 119 7.73 1.054 8.814 0.0145 0.128 Vel = 2.84 T.32 119 2.43 1.25 Utr 4.0 33.000 150 16.968 to 4.000 4.331 T.44 109 10.16 1.054 37.000 0.0240 0.889 Vel = 3.74 T.44 109 0.0 1.25 Uel 11.0 7.000 150 22.188 to 11.000 0.0 T.43 109 10.16 1.054 18.000 0.0241 0.433 Vel = 3.74 T.43 109 -0.75 1.25 Utr 4.0 1.000 150 22.621 to 4.000 0.0 T.42 109 9.41 1.054 5.000 0.0208 0.104 Vel = 3.46 T.42 109 0.75 1.25 Utr 4.0 1.000 150 22.725 to 4.000 0.0 T.41 109 10.16 1.054 5.000 0.0240 0.120 Vel = 3.74 0.0 T.41 10.16 22.845 K Factor= 2.13 T.25 119 6.16 0.75 Utr 2.0 9.000 150 14.064 to 2.000 0.0 H.3 119 6.16 0.671 11.000 0.0859 0.945 Vel = 5.59 H.3 119 0.0 0.75 3.000 150 15.009 to 0.0 T.26 119 6.16 0.671 3.000 0.0860 0.258 Vel = 5.59 T.26 119 -2.82 0.75 Utb 17.0 6.000 150 15.267 to Utr 2.0 19.000 0.0 H.6 119 3.34 0.671 25.000 0.0277 0.692 Vel = 3.03 H.6 119 0.0 0.75 Utr 2.0 4.000 150 15.959 to 2.000 0.0 H.7 119 3.34 0.671 6.000 0.0277 0.166 Vel = 3.03 H.7 119 0.0 0.75 Utr 2.0 5.000 150 16.125 to 2.000 0.0 T.28 119 3.34 0.671 7.000 0.0277 0.194 Vel = 3.03 T.28 119 0.0 0.75 Utb 17.0 3.000 150 16.319 to 17.000 0.0 T.31 119 3.34 0.671 20.000 0.0277 0.554 Vel = 3.03 T.31 119 -0.91 1 Utb 17.0 7.000 150 16.873 to 14.000 0.0 T.32 119 2.43 0.862 21.000 0.0045 0.095 Vel = 1.34 0.0 T.32 2.43 16.968 K Factor= 0.59 T.26 119 2.82 0.75 Utr 2.0 4.000 150 15.267 to 2.000 0.0 H.2 119 2.82 0.671 6.000 0.0202 0.121 Vel = 2.56 H.2 119 0.0 0.75 Utr 2.0 18.000 150 15.388 to 2.000 0.0 H.1 119 2.82 0.671 20.000 0.0202 0.405 Vel = 2.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponnr, Inc. Page 8 ' SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe """" Notes ""." Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.1 119 0.0 0.75 Utr 2.0 12.000 150 15.793 to 2.000 0.0 H.5 119 2.82 0.671 14.000 0.0202 0.283 Vel = 2.56 H.5 119 0.0 0.75 Utr 2.0 8.000 150 16.076 to 2.000 0.0 H.10 119 2.82 0.671 10.000 0.0203 0.203 Vel = 2.56 H.10 119 0.0 0.75 Utr 2.0 3.000 150 16.279 to 2.000 0.0 T.29 119 2.82 0.671 5.000 0.0202 0.101 Vel = 2.56 T.29 119 0.0 0.75 Utb 17.0 2.000 150 16.380 to 17.000 0.0 T.33 119 2.82 0.671 19.000 0.0202 0.384 Vel = 2.56 T.33 119 -1.71 0.75 Utr 2.0 5.000 150 16.764 to Utb 17.0 19.000 0.0 T.38 119 1.11 0.671 24.000 0.0036 0.087 Vel = 1.01 T.38 119 0.0 0.75 Utr 2.0 9.000 150 16.851 to 2.000 0.0 H.14 119 1.11 0.671 11.000 0.0036 0.040 Vel = 1.01 H.14 119 0.0 0.75 8.000 150 16.891 to 0.0 H.19 119 1.11 0.671 8.000 0.0036 0.029 Vel = 1.01 H.19 119 0.0 0.75 Utr 2.0 4.000 150 16.920 to 2.000 0.0 H.16 119 1.11 0.671 6.000 0.0035 0.021 Vel = 1.01 H.16 119 0.0 0.75 Utr 2.0 2.000 150 16.941 to 2.000 0.0 H.15 119 1.11 0.671 4.000 0.0038 0.015 Vel = 1.01 H.15 119 0.0 0.75 Utr 2.0 22.000 150 16.956 to 2.000 0.0 T.46 119 1.11 0.671 24.000 0.0036 0.086 Vel = 1.01 T.46 119 0.91 0.75 13.000 150 17.042 to 0.0 H.24 119 2.02 0.671 13.000 0.0109 0.142 Vel = 1.83 H.24 119 0.0 0.75 Utr 2.0 10.000 150 17.184 to 2.000 0.0 H.18 119 2.02 0.671 12.000 0.0110 0.132 Vel = 1.83 H.18 119 0.0 0.75 Utb 17.0 1.000 150 17.316 to Utr 2.0 19.000 0.0 T.40 119 2.02 0.671 20.000 0.0110 0.219 Vel = 1.83 0.0 T.40 2.02 17.535 K Factor= 0.48 T.36 119 0.48 0.75 Utb 17.0 6.000 150 16.175 to Utr 2.0 19.000 0.0 H.13 119 0.48 0.671 25.000 0.0008 0.019 Vel = 0.44 H.13 119 0.0 0.75 16.000 150 16.194 to 0.0 H.20 119 0.48 0.671 16.000 0.0008 0.012 Vel = 0.44 H.20 119 0.0 0.75 Utb 17.0 24.000 150 16.206 to Utr 2.0 19.000 0.0 T.39 119 0.48 0.671 43.000 0.0008 0.033 Vel = 0.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Upon5r, Inc. Page 9 ' SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 0.0 T.39 0.48 16.239 K Factor= 0.12 T.33 119 1.71 1 Utb 17.0 18.000 150 16.764 to 14.000 0.0 T.34 119 1.71 0.862 32.000 0.0024 0.076 Vel = 0.94 0.0 T.34 1.71 16.840 K Factor= 0.42 T.31 119 0.92 0.75 Utb 17.0 5.000 150 16.873 to Utr 2.0 19.000 0.0 H.11 119 0.92 0.671 24.000 0.0025 0.061 Vel = 0.83 H.11 119 0.0 0.75 Utr 2.0 11.000 150 16.934 to 2.000 0.0 H.17 119 0.92 0.671 13.000 0.0025 0.032 Vel = 0.83 H.17 119 0.0 0.75 Utr 2.0 10.000 150 16.966 to 2.000 0.0 H.23 119 0.92 0.671 12.000 0.0026 0.031 Vel = 0.83 H.23 119 0.0 0.75 Utb 17.0 1.000 150 16.997 to 17.000 0.0 T.46 119 0.92 0.671 18.000 0.0025 0.045 Vel = 0.83 0.0 T.46 0.92 17.042 K Factor= 0.22 T.43 109 0.75 0.75 Utb 17.0 11.000 150 22.621 to Utr 2.0 19.000 0.0 H.22 109 0.75 0.671 30.000 0.0017 0.052 Vel = 0.68 H.22 109 0.0 0.75 4.000 150 22.673 to 0.0 T.45 109 0.75 0.671 4.000 0.0018 0.007 Vel = 0.68 T.45 109 0.0 0.75 Utr 2.0 1.000 150 22.680 to 2.000 0.0 H.21 109 0.75 0.671 3.000 0.0017 0.005 Vel = 0.68 H.21 109 0.0 0.75 Utb 17.0 4.000 150 22.685 to Utr 2.0 19.000 0.0 T.42 109 0.75 0.671 23.000 0.0017 0.040 Vel = 0.68 0.0 T.42 0.75 22.725 K Factor= 0.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certifie . RECEIVEDBrent Kotula Date: 023 2023 NICET Certification No. 113889 AUG 16 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 CITY OF TIGARD BUILDING DIVISION uponor AquaSAFETM Fire Safety System OFF' C , COP" t cps�� 4LA e�cola co l Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE -Two Head Calculation (H.20 & H.13) Drawing : RESIDENTIAL Location : STACKED DUPLEX - UNIT 1A TIGARD OR Remote Area : 1 Contract : 43463F 004 R1 Data File : 43463F 004 R1 Duplex, Unit 1A + Mirror.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' Upondr, Inc. Page 1 SOUTH RIVER TERRACE-Two Head Calculation (H.20 & H.13) Date 3/10/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 10/03/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 004 R1 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 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 26.1331 Psi Required 96.77 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 108 Elev. R Residual (Psi) - 103 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve Uponor, Inc. Page 2 SOUTH RIVER TERRACE -Two Head Calculation (H.20 & H.13) Date 3/10/2023 City Water Supply: Demand: C1 -Static Pressure : 108 D1 - Elevation : 10.394 C2 - Residual Pressure: 103 D2- System Flow : 26.133 C2- Residual Flow : 300 D2 -System Pressure : 96.766 Hose ( Demand ) : 5 D3- System Demand : 31.133 Safety Margin : 11.158 150 140 130 P 120 C1 R 110 a C2 m -e E 100 — S 90 DZ, S 80 U 70 R 60 ' E 50 40 30 20 10 o D1 :W .. . . . , . . , . . , . . . . . I . . . . . 50 100 150 200 250 300 350 400 450 FLOW ( NA1.85 ) • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor, Inc. Page 3 SOUTH RIVER TERRACE-Two Head Calculation (H.20 & H.13) Date 3/10/2023 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 various Fitting Legend provides equivalent pipe lengths for fittings types of 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 Upono'r, Inc. Page 4 .SOUTH RIVER TERRACE -Two Head Calculation (H.20 & H.13) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.924 31.13 96.766 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.20 119.0 4.9 7.04 13.0 0.05 256 T.39 119.0 18.19 T.40 119.0 21.99 T.41 109.0 28.71 S.1 109.0 29.88 PRV 95.0 52.21 SMTR 95.0 66.49 TEE 95.0 73.95 5.0 MTR 95.0 87.19 CRB 95.0 93.24 STR 95.0 96.77 H.13 119.0 4.9 7.18 13.13 0.05 256 T.36 119.0 18.24 T.35 119.0 20.78 T.34 119.0 20.82 T.32 119.0 21.16 T.44 109.0 27.34 T.43 109.0 28.24 T.42 109.0 28.46 H.12 119.0 18.28 H.8 119.0 18.54 T.25 119.0 19.05 H.3 119.0 19.71 T.26 119.0 19.88 H.6 119.0 20.41 H.7 119.0 20.53 T.28 119.0 20.68 T.31 119.0 21.1 H.11 119.0 21.17 H.17 119.0 21.2 H.23 119.0 21.24 T.46 119.0 21.29 H.24 119.0 21.49 H.18 119.0 21.68 H.9 119.0 18.62 H.4 119.0 18.92 H.2 119.0 19.96 H.1 119.0 20.21 H.5 119.0 20.38 H.10 119.0 20.5 T.29 119.0 20.57 T.33 119.0 20.8 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 SOUTH RIVER TERRACE-Two Head Calculation (H.20 & H.13) Date 3/10/2023 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.38 119.0 20.95 H.14 119.0 21.02 H.19 119.0 21.07 H.16 119.0 21.11 H.15 119.0 21.14 H.22 109.0 28.35 T.45 109.0 28.37 H.21 109.0 28.38 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.20& H.13) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.20 119 4.90 11.19 0.75 Utb 17.0 24.000 150 7.040 to Utr 2.0 19.000 0.0 T.39 119 11.19 0.671 43.000 0.2593 11.150 Vel = 10.15 T.39 119 -2.61 0.75 Utb 17.0 7.000 150 18.190 to 17.000 0.0 T.40 119 8.58 0.671 24.000 0.1584 3.802 Vel = 7.78 T.40 119 2.46 1 Utb 17.0 18.000 150 21.992 to 14.000 4.331 T.41 109 11.04 0.862 32.000 0.0746 2.387 Vel = 6.07 T.41 109 15.09 1.25 T 2.44 6.000 150 28.710 to 2.440 0.0 S.1 109 26.13 1.054 8.440 0.1380 1.165 Vel = 9.61 S.1 109 0.0 1.25 E 1.22 8.000 150 29.875 to 1.220 21.063 ** Fixed Loss = 15 PRV 95 26.13 1.054 9.220 0.1381 1.273 Vel = 9.61 PRV 95 0.0 1.25 2.000 150 52.211 to 14.000 ** Fixed Loss = 14 SMTR 95 26.13 1.054 2.000 0.1380 0.276 Vel = 9.61 SMTR 95 0.0 1.25 E 1.22 50.000 150 66.487 to G 0.407 4.067 0.0 TEE 95 26.13 1.054 T 2.44 54.067 0.1380 7.462 Vel = 9.61 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 73.949 to E 1.22 3.661 3.000 * * Fixed Loss = 3 MTR 95 31.13 1.054 53.661 0.1908 10.239 Vel = 11.45 MTR 95 0.0 1 20.000 150 87.188 to 1.000 * * Fixed Loss = 1 CRB 95 31.13 0.995 20.000 0.2526 5.052 Vel = 12.84 CRB 95 0.0 1 10.000 150 93.240 to 1.000 ** Fixed Loss = 1 STR 95 31.13 0.995 10.000 0.2526 2.526 Vel = 12.84 0.0 STR 31.13 96.766 K Factor= 3.16 H.20 119 1.81 0.75 16.000 150 7.040 to 0.0 H.13 119 1.81 0.671 16.000 0.0089 0.142 Vel = 1.64 H.13 119 4.90 13.13 0.75 Utb 17.0 6.000 150 7.182 to Utr 2.0 19.000 0.0 T.36 119 14.94 0.671 25.000 0.4424 11.059 Vel = 13.55 T.36 119 -2.43 1 Uel 11.0 15.000 150 18.241 to 12.000 0.0 T.35 119 12.51 0.862 27.000 0.0941 2.541 Vel = 6.88 T.35 119 0.0 1.25 1.000 150 20.782 to 0.0 T.34 119 12.51 1.054 1.000 0.0360 0.036 Vel = 4.60 T.34 119 0.68 1.25 Utr 4.0 4.814 150 20.818 to 4.000 0.0 T.32 119 13.19 1.054 8.814 0.0389 0.343 Vel = 4.85 T.32 119 1.91 1.25 Utr 4.0 33.000 150 21.161 to 4.000 4.331 T.44 109 15.1 1.054 37.000 0.0500 1.850 Vel = 5.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Upondr, Inc. Page 7 ,SOUTH RIVER TERRACE-Two Head Calculation (H.20 & H.13) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe "*`*** Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.44 109 0.0 1.25 Uel 11.0 7.000 150 27.342 to 11.000 0.0 T.43 109 15.1 1.054 18.000 0.0501 0.901 Vel = 5.55 T.43 109 -1.11 1.25 Utr 4.0 1.000 150 28.243 to 4.000 0.0 T.42 109 13.99 1.054 5.000 0.0434 0.217 Vel = 5.14 T.42 109 1.11 1.25 Utr 4.0 1.000 150 28.460 to 4.000 0.0 T.41 109 15.1 1.054 5.000 0.0500 0.250 Vel = 5.55 0.0 T.41 15.10 28.710 K Factor= 2.82 T.39 119 2.62 0.75 Utr 2.0 3.000 150 18.190 to 2.000 0.0 H.12 119 2.62 0.671 5.000 0.0176 0.088 Vel = 2.38 H.12 119 0.0 0.75 Utr 2.0 13.000 150 18.278 to 2.000 0.0 H.8 119 2.62 0.671 15.000 0.0176 0.264 Vel = 2.38 H.8 119 0.0 0.75 Utb 17.0 10.000 150 18.542 to Utr 2.0 19.000 0.0 T.25 119 2.62 0.671 29.000 0.0176 0.511 Vel = 2.38 T.25 119 2.42 0.75 Utr 2.0 9.000 150 19.053 to 2.000 0.0 H.3 119 5.04 0.671 11.000 0.0594 0.653 Vel = 4.57 H.3 119 0.0 0.75 3.000 150 19.706 to 0.0 T.26 119 5.04 0.671 3.000 0.0590 0.177 Vel = 4.57 T.26 119 -2.16 0.75 Utb 17.0 6.000 150 19.883 to Utr 2.0 19.000 0.0 H.6 119 2.88 0.671 25.000 0.0210 0.525 Vel = 2.61 H.6 119 0.0 0.75 Utr 2.0 4.000 150 20.408 to 2.000 0.0 H.7 119 2.88 0.671 6.000 0.0208 0.125 Vel = 2.61 H.7 119 • 0.0 0.75 Utr 2.0 5.000 150 20.533 to 2.000 0.0 T.28 119 2.88 0.671 7.000 0.0210 0.147 Vel = 2.61 T.28 119 0.0 0.75 Utb 17.0 3.000 150 20.680 to 17.000 0.0 T.31 119 2.88 0.671 20.000 0.0210 0.420 Vel = 2.61 T.31 119 -1.92 0.75 Utb 17.0 5.000 150 21.100 to Utr 2.0 19.000 0.0 H.11 119 0.96 0.671 24.000 0.0028 0.066 Vel = 0.87 H.11 119 0.0 0.75 Utr 2.0 11.000 150 21.166 to 2.000 0.0 H.17 119 0.96 0.671 13.000 0.0028 0.036 Vel = 0.87 H.17 119 0.0 0.75 Utr 2.0 10.000 150 21.202 to 2.000 0.0 H.23 119 0.96 0.671 12.000 0.0028 0.034 Vel = 0.87 H.23 119 0.0 0.75 Utb 17.0 1.000 150 21.236 to 17.000 0.0 T.46 119 0.96 0.671 18.000 0.0028 0.050 Vel = 0.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Upon6r, Inc. Page 8 ,SOUTH RIVER TERRACE -Two Head Calculation (H.20& H.13) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes """ Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.46 119 1.50 0.75 13.000 150 21.286 to 0.0 H.24 119 2.46 0.671 13.000 0.0157 0.204 Vel = 2.23 H.24 119 0.0 0.75 Utr 2.0 10.000 150 21.490 to 2.000 0.0 H.18 119 2.46 0.671 12.000 0.0157 0.188 Vel = 2.23 H.18 119 0.0 0.75 Utb 17.0 1.000 150 21.678 to Utr 2.0 19.000 0.0 T.40 119 2.46 0.671 20.000 0.0157 0.314 Vel = 2.23 0.0 T.40 2.46 21.992 K Factor= 0.52 T.36 119 2.43 0.75 Utb 17.0 8.000 150 18.241 to 17.000 0.0 H.9 119 2.43 0.671 25.000 0.0153 0.383 Vel = 2.20 H.9 119 0.0 0.75 Utr 2.0 17.000 150 18.624 to 2.000 0.0 H.4 119 2.43 0.671 19.000 0.0153 0.291 Vel = 2.20 H.4 119 0.0 0.75 Utr 2.0 7.000 150 18.915 to 2.000 0.0 T.25 119 2.43 0.671 9.000 0.0153 0.138 Vel = 2.20 0.0 T.25 2.43 19.053 K Factor= 0.56 T.26 119 2.17 0.75 Utr 2.0 4.000 150 19.883 to 2.000 0.0 H.2 119 2.17 0.671 6.000 0.0125 0.075 Vel = 1.97 H.2 119 0.0 0.75 Utr 2.0 18.000 150 19.958 to 2.000 0.0 H.1 119 2.17 0.671 20.000 0.0124 0.249 Vel = 1.97 H.1 119 0.0 0.75 Utr 2.0 12.000 150 20.207 to 2.000 0.0 H.5 119 2.17 0.671 14.000 0.0124 0.174 Vel = 1.97 H.5 119 0.0 0.75 Utr 2.0 8.000 150 20.381 to 2.000 0.0 H.10 119 2.17 0.671 10.000 0.0124 0.124 Vel = 1.97 H.10 119 0.0 0.75 Utr 2.0 3.000 150 20.505 to 2.000 0.0 T.29 119 2.17 0.671 5.000 0.0126 0.063 Vel = 1.97 T.29 119 0.0 0.75 Utb 17.0 2.000 150 20.568 to 17.000 0.0 T.33 119 2.17 0.671 19.000 0.0124 0.236 Vel = 1.97 T.33 119 -0.67 0.75 Utr 2.0 5.000 150 20.804 to Utb 17.0 19.000 0.0 T.38 119 1.5 0.671 24.000 0.0062 0.150 Vel = 1.36 T.38 119 0.0 0.75 Utr 2.0 9.000 150 20.954 to 2.000 0.0 H.14 119 1.5 0.671 11.000 0.0063 0.069 Vel = 1.36 H.14 119 0.0 0.75 8.000 150 21.023 to 0.0 H.19 119 1.5 0.671 8.000 0.0062 0.050 Vel = 1.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams • Upondr, Inc. Page 9 ,SOUTH RIVER TERRACE-Two Head Calculation (H.20 & H.13) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.19 119 0.0 0.75 Utr 2.0 4.000 150 21.073 to 2.000 0.0 H.16 119 1.5 0.671 6.000 0.0062 0.037 Vel = 1.36 H.16 119 0.0 0.75 Utr 2.0 2.000 150 21.110 to 2.000 0.0 H.15 119 1.5 0.671 4.000 0.0065 0.026 Vel = 1.36 H.15 119 0.0 0.75 Utr 2.0 22.000 150 21.136 to 2.000 0.0 T.46 119 1.5 0.671 24.000 0.0062 0.150 Vel = 1.36 0.0 T.46 1.50 21.286 K Factor= 0.33 T.33 119 0.67 1 Utb 17.0 18.000 150 20.804 to 14.000 0.0 T.34 119 0.67 0.862 32.000 0.0004 0.014 Vel = 0.37 0.0 T.34 0.67 20.818 K Factor= 0.15 T.31 119 1.91 1 Utb 17.0 7.000 150 21.100 to 14.000 0.0 T.32 119 1.91 0.862 21.000 0.0029 0.061 Vel = 1.05 0.0 T.32 1.91 21.161 K Factor= 0.42 T.43 109 1.11 0.75 Utb 17.0 11.000 150 28.243 to Utr 2.0 19.000 0.0 H.22 109 1.11 0.671 30.000 0.0036 0.108 Vel = 1.01 H.22 109 0.0 0.75 4.000 150 28.351 to 0.0 T.45 109 1.11 0.671 4.000 0.0038 0.015 Vel = 1.01 T.45 109 0.0 0.75 Utr 2.0 1.000 150 28.366 to 2.000 0.0 H.21 109 1.11 0.671 3.000 0.0033 0.010 Vel = 1.01 H.21 109 0.0 0.75 Utb 17.0 4.000 150 28.376 to Utr 2.0 19.000 0.0 T.42 109 1.11 0.671 23.000 0.0037 0.084 Vel = 1.01 0.0 T.42 1.11 28.460 K Factor= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 mS-r- 2o2z-000z 9 IcIgq Catordo LAA City of Tigard Deferral Until Occupancy Request T 1 G A R U Washington County Transportation Development Tax (TDT),Transportation and Parks System Development Charges (SDCs) This form is to be signed and submitted prior building permit issuance or, if no building permit is required,then upon land use approval(TMC 3.24, as amended by Ordinance No.21-09). Date: 9/21/2022 Site Address: 16799 SW Colorado Lane Project South River Terrace Land Use Case or MST2022-00339 Name: Bldg 1 Unit 1 Building Permit#: Tax Lot 2S107AD05200 Total Parks $6,336.00 #: Tract H Amount*: TDT N/A Total TSDC Amount: Amount*: $7,002.00 *The total TSDC amount shown above is the sum of$ 4,527.00 for TSDC-Improvement,$261.00 for TSDC- Reimbursement,and$2,214.00 for TSDC-River Terrace,if applicable.. *The total Parks SDC amount shown above is the sum of$5,129.00 for Parks-Improvement,$ 1,207.00 for Parks- Reimbursement,and either$ N/A for Parks-Neighborhood or$ N/A for Parks-Neighborhood River Terrace. This constitutes my request to defer payment of the TDT,TSDC, and Parks SDCs, as provided above, until occupancy. Payment of the TDT,TSDC, and Parks SDCs may be deferred until issuance of the occupancy permit. In requesting this option, I understand that any deferred TDT,TSDC, and Parks SDCs must be paid prior to final inspection or issuance of an occupancy permit. TDT may only be deferred if the TDT is greater than the amount for a single-family residence. I further understand that the amount of TDT due on deferred obligations shall be the amount in effect at the time of issuance of the building permit. For a deferral request to be accepted both the Property Owner and the Developer must sign this request. Property Owner: Omar Al cwwi.Abo wk.o-fs- (Taylor Morrison NW) Date: 09/22/2022 Developer:01,1404, ALa.vwi.Al o-i.-.a s (Taylor Morrison NW) Date: 09/22/2022 9/21/2022 Permit Coordinator: Date: CITY OF TIGARD MASTER PERMIT IIIs COMMUNITY DEVELOPMENT Permit#: MST2022-00339 Date Issued. 12/15/2022 i i r.:A It D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S107AD05200 Jurisdiction: Tigard Site address: 16799 SW COLORADO LN Subdivision: SOUTH RIVER TERRACE Lot: H Project: South River Terrace,Tract H,Building 1, Unit 1 Project Description: New attached dwellings(1 of 2)Units. NO FINAL UNTIL DEFERRED SDC FEES ARE PAID. BUILDING Floor Areas Required Setbacks Required Stones: 2 Bedrooms: 4 First 65 sf Basement: 0 sf Left 0 Parking Spaces: 0 Height 24.5 Bathrooms: 3 Second: 1941 sf Garage: 454 sf Front: 12 Smoke Yes Dwelling Units: 1 Third: 0 sl Right: 0 Detectors: Total: 2026 sf Value: 5340,104.24 Rear: 10 PLUMBING Sinks: 1 Water Closets: 3 Washing Mach: 1 Laundry Trays: 0 Rain Drain: 1 Urinals: 0 Lavatories: 4 Dishwashers: 1 Floor Drains: 0 Sewer Lines: 100 SF Rain Drains: 0 Storm Sewer: 100 Tubs/Showers: 3 Garbage Disp: 1 Water Heaters: 1 Water Lines: 100 0 Catch Basins: 0 Footing Drain: 100 Ice Maker: 1 Hose Bib: 1 Backwater Value: 1 Bckflw Prevntr: Other Fixtures: 0 Drywell-Trench Drain: 0 Other Fixture Units: MECHANICAL Fuel Tvoes Air Conditioning: Y Vent Fans: 5 Clothes Dryers: 1 Natural Gas Heat Pump: N Hoods: 1 Other Units: 0 Furn<100K: 1 Vents: 0 Woodstoves: 0 Gas Outlets: 2 Fum>=100K: 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc/Feeders Branch Circuits 1000 al or less: 1 0-200 amp: 0 0-200 amp: 0 WI Svc or Fdr: 0 Ea add'I 500 sf: 3 201-400 amp: 0 201-400 amp: 0 W/O Svc/Fdr: 0 Mfd Home/Feeder/Svc: 0 401-600 amp: 0 401-600 amp: 0 601-1000 amp: 0 601+amp-1000v: 0 1000+amp/volt: 0 ELECTRICAL-RESTRICTED ENERGY SF Residential Audio&Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All Y Other: N Other Description: Ecompasing: BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: NEW SFA VB R-3 2026 Owner: Contractor: TAYLOR MORRISON NORTHWEST LLC WILLIAM LYON HOMES INC Required Items and Reports(Conditions) 703 BROADWAY ST STE 510 703 BROADWAY STREET,SUITE 510 1 Ersn Cntrl 503-639-4175 VANCOUVER,WA 98660 VANCOUVER,WA 98660 2 Fire Rated Conditions PHONE: PHONE: 360-695-7700 FAX: Total Fees: $17,656.17 This permit is issued subject to the regulations contained In the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done In actor.- e with approved plans. This permit will expire If work is not started within 180 days of issuance, or if work Is suspended for more the 180 days. ATTE• 10 Oregon law rel • to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR o59-M1-nnln ihrnu ,n• - •59, n1 .n 4v nno of tho n,lac or dirart nuaNlnne to fit INR by rvulnn 5M 919 1oR7 or 1 Ann 119 9'144 ///.ter ' .- --- Issued By: / ` Permlttee Signature: fryW Call 503.639.4175 by :00 a.m.for the next available Inspection date. This permit card shall be kept Ina.•nspleuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. }� i R Mechanical Permit Applicati �+ r � ,, _; FOR 1t :tisE OM'i City of Tigard ° E C E I V Rue, Date/By. Permit No.: 't 13125 SW Hall Blvd.,Tigard,OR 97223 ,r Plan Reviete : Phone: 503.718.2439 Fax: 503.598.1960 A�1J j. 2012 Datc/By. Other Permit: Inspection Line: 503.639.4175 A YIti RD s Dam Read yBy: heir: 0 See Paget for Internet: www.tigard-or.gov CITY OF 1IGAHIL+ Notified/Method: Supplemental Information .31)i, f i?.. DIVIS!Orc TYPE OF WORK COMMERCIAL FEE* SCTUFDULE - USE CHECKLIST Mechanical permit fees*are based on the value of the work ®New construction ❑Addition/alteration/replacement performed.Indicate the value(rounded to the nearest dollar)of all 0 Demolition 0 Other: merhanical materials,equipment,labor,overhead,and profit. Value:$ CATEGORY,OF CONSTRUCTION RESIDENTIAL EQUIPMENT/SYSTEMS FEES* 1-and 2-family dwelling ❑Commercial/iindustrial 0 Accessory building For special inforaaation use checklist i j Multi-faoi ly 0 Master builder ❑Other: Description Qty. Ea. Total JOB SITE LNFORMATION AND LOCATION Hntinglconlio Air conditioning I 46.75 46.75- lob site address. 16799 SW Colorado LN Furnace 100.000 BTU(ducts/vents) 1 46.75 46.75 City/State/ZIP:Tigard,OR 97224 Furnace 100,000 13TI1(ducts/vents) 54.91 Heat pump 1 61.06 61.06 Suite/bldg./apt no.: Project name: South River Terrace Duct work 23.32 Cross street/directions to job site: Hydronic hot water system 23.32 Residential boiler(radiator or hydronic) 23.32 Unit heaters(fuel-type,not electric), in-wall,induct,suspended,etc. 46.75 Flue/vent for any of above 23.32 Subdivision: South River Terrace Lot no.: Other 23.32 Tract H Other fuel appliances: Tax map/parcel no.: Water heater 23.32 DESCRIPTION OF WORK Gas fireplace/insert L 33.39 - Flue vent for water heater or gas New construction-Type SFU fireplace 23.32 Log lighter(gas) 23.32 Wood/pellet stove 33.39 Wood fireplace/insert 23.32 Chimney/liner/flue/vent 23.32 ® PROPERTY OWNER 0 TENANT Other 23.32 _ - Environmental exhaust and ventilation: Nam=Taylor Morrison Northwest LLC. Range hood/other kitchen 33.39 Address:703 Broadway St,Ste.510 equipment 1 33.39 Clothes dryer exhaust 1 33.39 33.39 City/State/ZIP:Vancouver,WA 98660 Single-duct exhaust(bathrooms, 23.32 toilet compartments,utility rooms) 1 23.32 Phone:(360)695-7700 Fax:( ) Attic/crawlspace fans 23.32 ® APPLICANT ❑ CONTACT PERSON Other: 23.32 Fuel piping: Business name:Taylor Morrison Northwest LLC. s14.15 for first four;$4.03 for each additional Contact name: OmarAlami Abouhafs Furnace,etc. 1 Address:703 Broadway St.,Ste 510 Gas heat pump I Wall/suspended/unit beater City/State/ZIP:Vancouver,WA 98660 Water heater 1 Phone:(360)695-7700 Fax: :(360)693-4442 Fireplace , 1 Range 1 E-mail:permitsubmittals(taylOrMOrrISOrt.COM Barbecue dtet CONTRACTOR Clothes dryer(gas) Business name:Pro Heating&Cooling Other: MECHANICAL PERMIT FEES* Address: NW Alociek Dr,Ste.1104 Subtotal $262.84 City/State/ZIP:Hillsboro,OR Minimum permit fee(190.00) Plan review(25%of permit fee) Phone:(360)270-1590 Fax:( ) State surcharge(12%ofpermit fee) CCB lie.:209001 TOTAL PERMIT FEE This permit application expires if a permit la not obtained within 180 Z d: a. �a,1� days after it has been accepted as complete. Authorized signature: CCt��iW `..J� - Fee methodology set by Tri•Counry Building industry Service Board Print name:Elia Duran Date. 10/30/20 I ffni,i.wlPrrm,+r\MFC Form.,Arm Mal I:rW AM 14m+1-+II m1rm.1 ntn:v. Electrical Permit Application_. E I VE[._ FOR OFFICE USE ONLY JCity of Tigard sr 1 ?n9? Received 13125 SW Hall Blvd.,Tigard,OR 97g`' pi, R Permit a Phone: 503.7182439 Fax 503 S98.I960.,,- Plan Review Inspection Line 503.639.4175 t IitaAHu Date/By Related Permit tr: TIGARD Ready Date/By. Jails' Ed See Page 2 for ® Internet w'w'w.tigard-ocgov / n!visior, Notified/Method: Supplemental Information TYPE OF WORK PLAN REVIEW ®New construction ❑ Addition/alteration'replacement Please check all that apply(submit 2 sets of plans wglems checked): ❑ Demolition El Other: ElService or feeder 400 amps or more 0 Building over three stories. CATEGORY OF CONSTRUCTION where the available fault current 0 Marinas and boatyards, exceeds 10,000 amps at 150 volts or 0 Floating buildings. © 1-and 2-famil+ duelling 0 Commereial'industrial 0 Accessory huilding less to ground,or exceeds 14,o00 ❑Commercial-u a agricultural ❑ Multi-faniil}' 0 amps for all other installations. b . Master builder ❑Other: ❑Fire pomp JOB SITE INFORMATION AND LOCATION ❑Inustalildingslation of 150 KVA or ID system. larger separately derived Job a: Job site address: 16799 SW Colorado LN--- ()Addition of new motor load of 100HP system or more. ❑syst "E" •'1.2" "1-3" City State/ZIP: Tigard,OR 97140 0 Six or more residential nits occupancy 0 Health-care Facilities. 0 Recreational vehicle parks. Suite/bldg./apt.#: 3 0 ,9. I Project name: South River Terrace 0 Hazardous locations ❑Supply voltage for more than Cross street/directions to job site: 0 Service or feeder 600 amps or more. 600 mks nominal FEE SCHEDULE Descdptiou I Qtv. 1 Each I....Total I • Subdivision South River Terrace New residential single-or multi-family dwelling unit. J Lot#: Tract H Includes attached garage. Tax mapiparcel#: 1,000 sq ft.or less 168.54 4 DESCRIPTION OF WORKEa.add'I 500 sq. or portion 3 33.92 101.76 i Limited energy,residential Naw construction. Type SFU (with above sq.ft.) 75.00 2 Limited energy,multi-family residential(with above sq.ft.) 75.00 2 D PROPERTY OWNER 1Renewable Ener 0 TENANT 7- 0 See Page 2 Services or feeders installation,alteration,and/or relocation Name: Taylor Morrison Northwest LLC. 200 amps or less 1 100 70 100.7 2 Address: 703 Broadway St.,Ste 710 201 amps to 400 amps 133.56 2 City/State/Z1P: Vancouver,WA 98660 401 amps tob00amps 200.34 2 601 amps to 1,000 amps 301.04 2 Phone:( 360 )946 8674 I Fax:( ) Over 1,000 amps or volts 552.26 2 Email: QAlamiAbouhafs@taylormorrison.com-PermitSubmittals@taylormorrison,com Temporary services or feeders installation,alteration,and/or relocation Owner installation:This installation is being made on property that 1 own which is not 200 amps or less 59.36 I I intended for sale,lease,rent,or exchange,according to ORS 447,449,670,and 701. 201 amps to 400 amps 125.08 2 Outier signature: Date: 401 amps to 500 amps 168 54 2 Branch circuits—sew,alteration,or extension,, r pawl ❑ APPLICANT I 0 CONTACT PERSON Business name:Taylor Morrison Northwest LLC. A.Fee for branch circuits with above service or feeder fee, Contact name: Omar Alami Abouhafs each branch circuit 7,42 2 B.Fee for branch circuits without Address: 703 Broadway St.,Ste 710 service or feeder fee,first branch circuit 56.18 2 City/State/ZIP: Vancouver,WA 98660 Each add'I branch circuit 7.42 2 Phone:(360 )946 8674 I Fax: :( ) Miscellaneous(service or feeder not included) Each manufactured or modular Email:OAlamiAbouhafs@taylormorrison.corn-PermitSubmittals a tm lormorrison.com duelling service and/or feeder 67.84 2 CONTRACTOR Reconnect only 67.84 2 /� Pump or irrigation circle 67.84 2 Business name: A La-illEA-7t} -. AI(..-) i tl , . Sign or outline lighting 67.84 Address: 3 t,f '5 n tE t j Lit h_ 1 J£ Signal circuir(s)or limited-energy 0 z 1�r 'i 'T r a�) I I y panel,alteration,or extension. Page 2 City/State/ZIP:' ' LTA r` t) t D 9 _-Zf?j Each additional inspection over allowable In any of the above Additional inspection(I hr min) 66.25/hr Phone:( 5 L?) , 3 i Zi Cj j Fax:( ) Investigation(1 he min) 90.00/hr Email: L�� I Industrial plant(1 hr min) 78.18/hr l c,0 ryi Inspections for which no fee is CCB Lie.: 19 1 R q Electrical Lie.: $e�3-I Suprv. q-154 s „ 90.00!hr 1 3 LiG.: specifically listed(� hr min) I I Suprv.Electrician signature,required: �J C oZ 5 7/4/)..3 ELECTRICAL PERMIT FEES 1 Subtotal $202.46 Print name:'i f' L i STE Tom•• ( y { 1J Date: 0Plan Resiew Required 25�0 0f permit fee): ,.n,aea,a,os,v. State surcharge(12%of permit fee): Authorized signature: TOTAL PERMIT FEE: Print name: This permit application expires if a permit is not obtained within 180 "`'E PA °7�1 a WI es otr..! Date: days after it has been accepted as complete. 1 1BuJdingV+mmita+EE1,C Permit0. • Number of inspections allowed per permit pp_ELR_ERE doe Rev 0N1.2015 440-461ST(11/05/COMM1VEB Plumbing Permit Applications V' Building Fixtures AUG 12Q22 FOR OFFICE USE ONLY Cityof Tigard CITY OF -Ills,, ,_ Receive g Permit No.'. IIIa 13125 SW Hall Blvd.,Tigard,OR 972 Date/By: 8 LDING D!t'IS;' Plan Review i Phone: 503.718.2439 Fax: 503.598. Date/By: Otter Permit No.: T I G A R D Inspection Line: 503.639.4175 Date Ready/By: Jarh: I ® See Page 2 for Internet www.tigard-or.gov Notilied/Method: Supplemental Inform alien TYPE OF WORK FEE* SCHEDULE 7 ®New construction 0 Demolition For special information use checklist, Description I Qty. I Ea, I Total 0 Addition/alteration/replacement 0 Other. New I-2-family dwellings(includes 100 R for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312,70 XI-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 SFR(3)bath 1 500.32 500.32 ❑Accessory building Rif-Multi-family Each additional bath/kitchen 25.02 ❑Master builder 0 Other: Fire sprinkler( sq.ft.) Paget JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16799 SW Colorado LN Catch basin or area drain 18.76 City/State/ZIP:Tigard,OR 97224 DryweU,leach line,or trench drain 18.76 Suite/bldg./apt.no.: I Project name:South River Terrace Footing du (oo,linear ft.: ) 1 Page2 Manufactured home utilities 50.03 Cross street/directions to job site: Manholes 18.76 Rain drain connector 18,76 Sanitary sewer(no.linear ft.: ) Page 2 ' Storm sewer(no.linear It: ) Page 2 Water service(no.linear ft,:�) Page 2 Subdivision: South River Terrace 1 Lot no.: Tract H Fixture or item: Tax map/parcel no.: Backflow preventer 31.27 DESCRIPTION OF WORK Backwater valve 12.51 New construction-Type SFU • New washer 1 25.02 25.02 Dishwasher 1 25.02 25.02 iti Drinking fountain 25.02 Ejectors/sump 25.02 ® PROPERTY OWNER I 0 TENANT Expansion tank 12.51 Name: Taylor Morrison Northwest LLC. Fixmrdsewer cap 25.02 Floor drain/floor sins/hub 25,02 Address:703 Broadway St.,Ste 510 Garbage disposal 25.02 City/State/ZIP:Vancouver,WA 98660 Hose bib 2 25.02 50.04 Phone:(360)69S-7700 Fax:( ) Ice maker 12.51 ® APPLICANT ❑ CONTACT PERSON Interceptorfgrease trap 25.02 Business name: Taylor Morrison Northwest LLC. Medical gas(value:S_) Page 2 Contact name: Omar Alam;Abouhafs Primer 12.51 Roof drain(commercial) 12.51 Address:703 Broadway St.,Ste 510 Sink/basin/lavatory 25.02 City/State/ZIP:Vancouver,WA 98660 Solar units(potable water) 62.54 Phone:(360)695-7700 Fax::(360)693-4442 Tub/shower/shower pan 12.51 Urinal 25.02 E-mail:permitsubmittals@taylormorrison.com Water closet 25.02 CONTRACTOR Water heater 37.52 Business name:C&B Plumbing&Sons Inc Water piping/DWV 56.29 Address:P.O.Box 92 Other. 25.02 City/State/ZIP:St.Paul,OR 97137 Subtotal 600.40 Phone:(503)868-1417 Fax:(971)727-8170 Minimum permit fee: $72.50 Plan review (25%of permit fee) CCB Lie.:184372 Plumbing Lic.no.:pb634 State surcharge(12%of permit fee) Authorized signature: ; / f/`.,1 TOTAL PERMIT FEE Print name:Steve Fowler Date: 10/30/20 This permit application expires if a permit is not obtained withia 180 days after it has been accepted as complete. "Fee methodology set by Tri-County Building industry Service Board. I\Batlda+g,PermasULMU-PemdtApp.doc le/OI.9 440.4616T(lnroaCOMnata) Plumbing Permit Application RECEIVED Building Fixtures Oki I / 2022 City of Tigard ReceivedDateBy: i Of 1. a� K_w Permit No.:/14. 0 _Ov5j 9 14 13125 SW Hall Blvd.,Tigard,OR 97223 CITY OF TIGARD s��r U Phone: 503.718.2439 Fax: 503.598.1 Ito Review • Other Permit No.: Inspection 503.639.41751JILDING DIVISIOBy: 11Jt�j9� f i r.,1 k U P Date Ready/By: Juris: a See Page 2 for Internet: www.tigard-or.gov Notified/Method: Supplemental Information TYPE OF WORK FEE* SCHEDULE ( New construction 0 Demolition For special information use checklist Description 1 Qty. 1 Ea. 1 Total 0 Addition/alteration/replacement 0 Other: New 1-2-family dwellings(includes 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 ER 1-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 ❑Accessory buildingy SFR(3)bath 500.32 0 Multi-family Each additional bath/kitchen 25.02 0 Master builder 0 Other: Fire sprinkler QQ21 q.ft.) 1 Page 2 169.6E JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16799 SW Colorado LN Catch basin or area drain 18.76 Drywell,leach line,or trench drain 18.76 City/State/ZIP: Tigard,9 Footing drain(no.linear ft.:_) Page 2 Suite/bldg./apt.no.: Bid 1 I Project name: South River Terrace Manufactured home utilities 50.03 Cross street/directions to job site: Manholes 18.76 Rain drain connector 18.76 Sanitary sewer(no.linear ft.:_) Page 2 Storm sewer(no.linear ft.: ) Page 2 Water service(no.linear ft.:_) Page 2 Subdivision: South River Terrace I Lot no.:1-#1 Fixture or item: Tax map/parcel no.: Backflow preventer 31.27 DESCRIPTION OF WORK Backwater valve 12.51 Clothes washer Permit - MST2022-00339 Dishwashera 25.02 25.02 Multi-Purpose Fire Sprinklers Drinking fountain 25 02 Ejectors/sump 25.02 a PROPERTY OWNER I 0 TENANT Expansion tank 12.51 Name: Taylor Morrison Fixture/sewer cap 25.02 703 Broadway St unit 510 Floor drain/floor sink/hub 25.02 Address: Garbage disposal 25.02 City/State/ZIP: Vancouver, WA 98660 Hose bib 25.02 Phone:(360) 695-7700 Fax:( ) Ice maker 12.51 Ea APPLICANT ❑ CONTACT PERSON Interceptor/grease trap 25.02 Business name: Wolcott Plumbing Medical gas(value:$_) Page 2 Primer 12.51 Contact name: Cliff Bowman Roof drain(commercial) 12.51 Address:1075 W Historic Columbia River Hwy Sink/basin/lavatory 25.02 City/State/ZIP:Troutdale, OR 97060 Solar units(potable water) 62.54 Phone:(503)-667-1781 ext. 3081 Fax: :(5031-667-9891 Tub/shower/shower pan 12.51 E-mail: cliffb@wolcott.pro Urinal 25.02 Water closet 25.02 CONTRACTOR Water heater 37.52 Business name:Wolcott Plumbing Water !�P 1P in WV 56.29 Address: 1075 W Historic Columbia River Hwy Other: 25.02 City/State/ZIP:Troutdale, OR 97060 Subtotal 169.69 Minimum permit fee: $72.50 Phone:(503)-667-1 781 ext.3081 Fax:(50M67-9891 Plan review (25%of permit fee) 42.43 . CCB Lie.:112220 Plumbing Lic.no.: 26-824PB ���r��{������ r� State surcharge(12%of permit fee) 20.37 Authorized signature:��CITcIrI (/Bl USX alTi TOTAL PERMIT FEE 232.49 Print name:Cliff Bow Date: 10/10/22 This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. "Fee methodology set by Tri-County Building Industry Service Board. I11Etun na\PermitsPLMU-PormitApp.doc 10/01/09 446-0616T(10/02/COMMWEB) IP, City of Tigard COMMUNITY DEVELOPMENT DEPARTMENT TIGARD Building Permit Review - Residential 414 Building Permit #: MS-Tvo- - 0033i Site Address: 1(0 9 Slid COtOMAD l.Aft Project Name: So*Aan fives Ttin ili Lot #: -Prat* i Proposal: V,Li1dAvnc 1 ,t)nil 1 WSW Land Use Case: Pop-2,0t1 - 00063 Zone: Q-P Required Submittal Elements Yi-a copies of site plan a #ouldg=e-ef-buildings to be demolished y..Drawn to standard scale Footprint of new structure and FFE ' North arrow ❑ Retained trees, drip line / tree protection Site address, project name, lot # UPStreet trees shown / labelled '..Street names X1. Sidewalk / driveway shown and dimensioned Applicant name and phone # gbUtility locations & easements (new / additions) j�,Lot and setback dimensions n i_oratian-ofwells¢-ccptic systems e gb Lot area and lot coverage percentage Erosion control ) Corner elevations (2' contours if > 4' differential) Vision clearance triangle shown l Ground slope at building pad calculated / shown Planning Review `Verify address / suite # active in Accela. Clean Water Services - Service Provider Letter (lot platted prior to 9/10/1995) Required: ❑ Yes 1 No Received: ❑ Yes ❑ No public Facilities Improvement (PFI) Permit: I Required: ❑ Yes1Vo Applied For: ❑ Yes ❑ No, stop intake Sensitive Lands: ❑ Yes Type: Housing Supplemental Sheets Completed ❑ Cottage Cluster C&O (1 site, 1 per unit) ❑ Quad ❑ Courtyard Units C&O (1 site, 1 per building) ❑ Rowhouse ❑ Cottage Cluster Type II (1 per unit) ❑ Small Form Residential / ADU ❑ Courtyard Units Type II (1 per building) River Terrace Addendum ❑ Conditions met prior to issuance of building permit LOw 0i USG. Co'- Approved By Planning: _NI !?iL Date: Notes Revision 1: ❑ Approved ❑ Not Approved Date: Revision 2: ❑ Approved 0 Not Approved Date: 1 i4Building‘ForromBldgPemtitRvw_Res_070722.docx Building Permit Submittal Original Submittal Date: 7-47LL Site Plans #: Building Plans #: Building Permit #: - Building permit# entered on page 1 Workflow Routing: Zlanning Engineering -Et-Permit Coordinator-5I'Building Workflow Sign-off: 'ign-off for Planning (include notes from planning review) Route Documents: Engineering: (1) copy of permit application, (1) site plan, ( uilding plan and original plan review routing form. Building: original permit application, site plans, building plans, engineer and beam calculations and trust details, if applicable, etc. Permit Technician: (svHD l/re'74,✓7u 4, ,�� Date: 74..�1/4-2_ Notes Engineering Review V ?gym QQ lope at building pad verified Slope: Of/ la'Conditions met prior to issuance of permit Easements (encroachments) per engineering conditions of approval and plat iAtater Quality/Quantity Facility: � Assess Water Quality Fee in-lieu: ❑ Yes [H'No Assess Water Quantity Fee in-lieu: ❑ Yes lif'No LIDA Facility on lot: ❑ Yes liNo Add Fee: ❑ Yes ❑ No ❑ Final Plat Recorded ❑ NOT Approved Date: Notes Approved By Engineering: Date: `/�l�.S--722 Revision 1: ❑ Approved Not Approved Date: Revision 2: ❑ Approved ❑ Not Approved Date: Permit Coordinator Review 'Conditions met prior to issuance of permit ❑ Approved, NOT Released: Date notified applicant: ❑ ENG Revisions Required: Date notified applicant: ZISDC Exemption: ❑ Received piDoes not apply ,1a'SDC Fees Entered: Wash Co Trans Dev Tax: p'Yes ❑ N/A Tigard Trans SDC: eJ2'1'es ❑ N/A See cie-CurraL -i1r1'r15 Parks SDC: 'Yes ❑ N/A LIDA ❑ Yes , N/A OK to Issue/Approved by Permit Coordinator: Date: °l`2L2L2W22 Revision 1: 0 Approved ❑ Not Approved Date: Revision 2: 0 Approved 0 Not Approved Date: City of Tigard !pia COMMUNITY DEVELOPMENT DEPARTMENT TIGARD River Terrace South Rowhouse Supplemental Building Permit #: M51ti022' (0336I Project Name: S3L'ivi Nifirttyrme Site Address: A0-1Q6k JJ CO\0Md i LV. (044 i . Lot #: -CaAC1 h: Land Use Case: PDR2021-00003 Rowhouse Standards Units ach rowhouse group consists of 2-3 attached units Lot Size 15,000sf - 8,000 (duplex) or 11,000sf (triplex) (Max 125,000sf in Area A) Lot Width 4j20 ft yYNlf\ Setbacks /Front: 12 Porch: 8 Side: 0 Street Side (public): 8 Street Side (alley): 3 in Rear: 10 Rear (alley/private street): 0 Garage (no parking): 4 Garage (parking): 20 Height ❑ Max height: 35 Actual Height: 24'S / Definition '`Each dwelling unit includes one of the following on the street-facing facade: ❑ Roof dormer min. 4 ft in width Balcony min. 2 ft depth, accessible from interior ❑ Bay window that extends a min. of 2 ft from facade Offset of the façade min. 2 ft in depth from neighboring unit Entrance 'Opens onto front porch (can be located on side elevations) Porch/ Balcony Each dwelling unit includes one of the following: ❑ Porch, min. 48 sf with no horizontal dimension less than 6 ft IEBalcony on same facade as main entrance, min. 48 sf, min. 8 ft in width, 15 ft above grade, accessible from interior living space Roof C <Sloped, pitch between 4/12 and 14/12 Staircases *lo exterior staircases to stories above the first story Windows Minimum 12% of area of all street-facing facades `S i I:\Building\Form1181d6PormilRvw_ROW Supplemental 070722