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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 N 1- Transmittal Letter ,, r t 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 16 2023 COMPANY: Wolcott Plumbing CITY OF TIGPR 1 PHONE: 503-667-1781 X 3001 BUILDING DIVI EMAIL: mbaleme@wolcott.pro RE: 16823 SW Colorado LN MST2022-00318 (Site Address) (Permit Number) South River Terrace/Bid 2/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 calcs 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: th,,�f a.3 Initials: 4( Fees Due: ❑Yes ❑No Fee Description: Amount Due: 47I/_ � ,�Gri�c✓ $ k Special Instructions: Reprint Permit(per PE): ❑Yes ❑No ❑ Done Applicant Notified: '14, Date: //-7()-3 Initials: /T I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET RECEIVED Certifie . AUG 16 2Q2 Brent Kotula Date: 0/2023 CITY OF TIGARD NICET Certification No. 113889 BUILDING DIVISION Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 uponor AquaSAFETM Fire Safety System ©!F?!C W, COP' 1t 2, 5� eotcv O L(J Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-One Head Calculation (H.6) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX-UNIT 1 TIGARD OR Remote Area : 1 Contract : 43463F 001 R1 Data File : 43463F 001 R1 2 Story Triplex, Unit 1 + Mirror.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 3/10/2023 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 001 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 82.22 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 Uponor, Inc. Page 2 SOUTH RIVER TERRACE - One Head Calculation (H.6) Date 3/10/2023 Demand: City Water Supply: D1 - Elevation : 10.394 Cl - Static Pressure 108 C2 - Residual Pressure: 100 D2 - System Flow : 16.974 C2 - Residual Flow : 300 D2 - System Pressure : 82.225 Hose ( Demand ) : 5 D3 - System Demand : 21.974 Safety Margin : 25.712 150 140 130 P 120 _-- R 110 Cl I- • C2 E 100 . — S 90 D2 S 80 El• U 60D III R E 50 40 30 20 10 '' D1 . 1. 1 . . I . . . . . . . • . . . . I . . I . . . I . . 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 -One Head Calculation (H.6) Date 3/10/2023 Fitting Legend Abbrev. Name /z 3/. 1 1% 1'% 2 2'h 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.6) Date 3/10/2023 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 82.225 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 119.0 4.9 12.0 16.97 0.05 324 T.25 119.0 16.16 H.3 119.0 17.22 T.22 119.0 17.42 H.1 119.0 17.7 H.2 119.0 18.48 H.4 119.0 18.92 T.24 119.0 19.74 T.38 109.0 24.39 T.39 109.0 24.55 T.40 109.0 25.17 S.1 109.0 25.75 PRV 95.0 47.39 SMTR 95.0 61.51 TEE 95.0 64.87 5.0 MTR 95.0 76.25 CRB 95.0 79.9 STR 95.0 82.22 T.29 119.0 13.58 T.30 119.0 16.61 H.13 119.0 18.09 T.31 119.0 18.88 H.12 119.0 19.24 H.10 119.0 19.4 H.9 119.0 19.56 T.28 119.0 19.91 T.26 119.0 20.32 T.35 109.0 20.74 H.14 109.0 21.98 T.33 109.0 22.3 H.15 109.0 22.53 H.16 109.0 23.03 T.34 109.0 23.34 H.17 109.0 23.58 T.37 109.0 24.32 H.18 109.0 20.86 T.36 109.0 20.87 H.19 109.0 20.94 T.44 109.0 21.02 T.47 109.0 21.84 H.21 109.0 22.06 T.45 109.0 22.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 SOUTH RIVER TERRACE- One Head Calculation (H.6) Date 3/10/2023 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.43 109.0 22.64 T.41 109.0 22.94 H.20 109.0 22.59 H.11 119.0 19.14 H.8 119.0 19.27 H.5 119.0 19.42 T.23 119.0 19.74 H.7 119.0 20.04 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.6) 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.6 119 4.90 9.21 0.75 Utb 17.0 4.000 150 12.000 to Utr 2.0 19.000 0.0 T.25 119 9.21 0.671 23.000 0.1808 4.158 Vel = 8.36 T.25 119 -5.10 0.75 Utb 17.0 9.000 150 16.158 to 17.000 0.0 H.3 119 4.11 0.671 26.000 0.0407 1.057 Vel = 3.73 H.3 119 0.0 0.75 Utr 2.0 3.000 150 17.215 to 2.000 0.0 T.22 119 4.11 0.671 5.000 0.0406 0.203 Vel = 3.73 T.22 119 0.0 0.75 Utr 2.0 5.000 150 17.418 to 2.000 0.0 H.1 119 4.11 0.671 7.000 0.0407 0.285 Vel = 3.73 H.1 119 0.0 0.75 Utr 2.0 17.000 150 17.703 to 2.000 0.0 H.2 119 4.11 0.671 19.000 0.0406 0.772 Vet = 3.73 H.2 119 0.0 0.75 Utr 2.0 9.000 150 18.475 to 2.000 0.0 H.4 119 4.11 0.671 11.000 0.0406 0.447 Vel = 3.73 H.4 119 0.0 0.75 Utb 17.0 3.000 150 18.922 to 17.000 0.0 T.24 119 4.11 0.671 20.000 0.0406 0.813 Vel = 3.73 T.24 119 -0.14 1 Utb 17.0 15.000 150 19.735 to 14.000 4.331 T.38 109 3.97 0.862 29.000 0.0113 0.327 Vel = 2.18 T.38 109 7.94 1.25 5.000 150 24.393 to 0.0 T.39 109 11.91 1.054 5.000 0.0322 0.161 Vel = 4.38 T.39 109 0.0 1.25 Utr 4.0 4.000 150 24.554 to Uel 11.0 15.000 0.0 T.40 109 11.91 1.054 19.000 0.0323 0.613 Vel = 4.38 T.40 109 5.06 1.25 T 2.44 7.000 150 25.167 to 2.440 0.0 S.1 109 16.97 1.054 9.440 0.0622 0.587 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 25.754 to 1.220 21.063 * * Fixed Loss = 15 PRV 95 16.97 1.054 9.220 0.0621 0.573 Vel = 6.24 PRV 95 0.0 1.25 2.000 150 47.390 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 61.514 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 64.873 to E 1.22 3.661 6.000 ** Fixed Loss =6 MTR 95 21.97 1.054 53.661 0.1001 5.374 Vel = 8.08 MTR 95 0.0 1 20.000 150 76.247 to 1.000 ** Fixed Loss = 1 CRB 95 21.97 0.995 20.000 0.1326 2.652 Vel = 9.07 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.6) Date 3/10/2023 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ,******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf CRB 95 0.0 1 10.000 150 79.899 to 1.000 "* Fixed Loss = 1 STR 95 21.97 0.995 10.000 0.1326 1.326 Vel = 9.07 0.0 STR 21.97 82.225 K Factor= 2.42 H.6 119 7.76 0.75 Utr 2.0 10.000 150 12.000 to 2.000 0.0 T.29 119 7.76 0.671 12.000 0.1318 1.581 Vel = 7.04 T.29 119 0.0 0.75 Utb 17.0 6.000 150 13.581 to 17.000 0.0 T.30 119 7.76 0.671 23.000 0.1318 3.031 Vel = 7.04 T.30 119 -2.84 0.75 Utb 17.0 7.000 150 16.612 to Utr 2.0 19.000 0.0 H.13 119 4.92 0.671 26.000 0.0568 1.477 Vel = 4.46 H.13 119 0.0 0.75 14.000 150 18.089 to 0.0 T.31 119 4.92 0.671 14.000 0.0568 0.795 Vel = 4.46 T.31 119 -2.14 0.75 Utr 2.0 16.000 150 18.884 to 2.000 0.0 H.12 119 2.78 0.671 18.000 0.0197 0.355 Vel = 2.52 H.12 119 0.0 0.75 Utr 2.0 6.000 150 19.239 to 2.000 0.0 H.10 119 2.78 0.671 8.000 0.0198 0.158 Vel = 2.52 H.10 119 0.0 0.75 Utr 2.0 6.000 150 19.397 to 2.000 0.0 H.9 119 2.78 0.671 8.000 0.0198 0.158 Vel = 2.52 H.9 119 0.0 0.75 Utr 2.0 16.000 150 19.555 to 2.000 0.0 T.28 119 2.78 0.671 18.000 0.0197 0.355 Vel = 2.52 T.28 119 0.0 0.75 Utr 2.0 2.000 150 19.910 to Utb 17.0 19.000 0.0 T.26 119 2.78 0.671 21.000 0.0198 0.415 Vel = 2.52 T.26 119 2.28 1 Utb 17.0 15.000 150 20.325 to 14.000 4.331 T.40 109 5.06 0.862 29.000 0.0176 0.511 Vel = 2.78 0.0 T.40 5.06 25.167 K Factor= 1.01 T.25 119 5.10 1 14.000 150 16.158 to 4.331 T.35 109 5.1 0.862 14.000 0.0179 0.250 Vel = 2.80 T.35 109 -1.09 0.75 Utb 17.0 15.000 150 20.739 to 17.000 0.0 H.14 109 4.01 0.671 32.000 0.0389 1.245 Vel = 3.64 H.14 109 0.0 0.75 Utr 2.0 6.000 150 21.984 to 2.000 0.0 T.33 109 4.01 0.671 8.000 0.0389 0.311 Vel = 3.64 T.33 109 0.0 0.75 Utr 2.0 4.000 150 22.295 to 2.000 0.0 H.15 109 4.01 0.671 6.000 0.0388 0.233 Vel = 3.64 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.6) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.15 109 0.0 0.75 Utr 2.0 11.000 150 22.528 to 2.000 0.0 H.16 109 4.01 0.671 13.000 0.0389 0.506 Vel = 3.64 H.16 109 0.0 0.75 Utr 2.0 6.000 150 23.034 to 2.000 0.0 T.34 109 4.01 0.671 8.000 0.0389 0.311 Vel = 3.64 T.34 109 0.0 0.75 Utr 2.0 4.000 150 23.345 to 2.000 0.0 H.17 109 4.01 0.671 6.000 0.0388 0.233 Vel= 3.64 H.17 109 0.0 0.75 Utb 17.0 2.000 150 23.578 to 17.000 0.0 T.37 109 4.01 0.671 19.000 0.0389 0.739 Vel = 3.64 T.37 109 3.93 1.25 Utr 4.0 1.000 150 24.317 to 4.000 0.0 T.38 109 7.94 1.054 5.000 0.0152 0.076 Vel = 2.92 0.0 T.38 7.94 24.393 K Factor= 1.61 T.35 109 1.08 0.75 Utb 17.0 7.000 150 20.739 to Uel 11.0 28.000 0.0 H.18 109 1.08 0.671 35.000 0.0035 0.121 Vel = 0.98 H.18 109 0.0 0.75 Utr 2.0 2.000 150 20.860 to 2.000 0.0 T.36 109 1.08 0.671 4.000 0.0035 0.014 Vel = 0.98 T.36 109 0.0 0.75 Utr 2.0 17.000 150 20.874 to 2.000 0.0 H.19 109 1.08 0.671 19.000 0.0035 0.066 Vel = 0.98 H.19 109 0.0 0.75 Utb 17.0 5.000 150 20.940 to 17.000 0.0 T.44 109 1.08 0.671 22.000 0.0035 0.076 Vel = 0.98 T.44 109 2.84 0.75 Utr 2.0 3.000 150 21.016 to Utb 17.0 19.000 0.0 T.47 109 3.92 0.671 22.000 0.0373 0.820 Vel = 3.56 T.47 109 0.0 0.75 6.000 150 21.836 to 0.0 H.21 109 3.92 0.671 6.000 0.0373 0.224 Vel = 3.56 H.21 109 0.0 0.75 Utr 2.0 11.000 150 22.060 to 2.000 0.0 T.45 109 3.92 0.671 13.000 0.0372 0.484 Vel = 3.56 T.45 109 -0.85 0.75 Utr 2.0 2.000 150 22.544 to 2.000 0.0 T.43 109 3.07 0.671 4.000 0.0238 0.095 Vel = 2.79 T.43 109 0.85 0.75 Utr 2.0 6.000 150 22.639 1 to 2.000 0.0 T.41 109 3.92 0.671 8.000 0.0374 0.299 Vel = 3.56 T.41 109 0.0 0.75 Utr 2.0 18.000 150 22.938 to Utb 17.0 19.000 0.0 T.37 109 3.92 0.671 37.000 0.0373 1.379 Vel = 3.56 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 3/10/2023 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 T.37 3.92 24.317 K Factor= 0.79 T.30 119 2.84 1 12.000 150 16.612 to 4.331 T.44 109 2.84 0.862 12.000 0.0061 0.073 Vel = 1.56 0.0 T.44 2.84 21.016 K Factor= 0.62 T.45 109 0.85 0.75 Utb 17.0 3.000 150 22.544 to 17.000 0.0 H.20 109 0.85 0.671 20.000 0.0022 0.045 Vel = 0.77 H.20 109 0.0 0.75 Utb 17.0 4.000 150 22.589 to Utr 2.0 19.000 0.0 T.43 109 0.85 0.671 23.000 0.0022 0.050 Vel = 0.77 0.0 T.43 0.85 22.639 K Factor= 0.18 T.31 119 2.14 0.75 Utb 17.0 4.000 150 18.884 to 17.000 0.0 H.11 119 2.14 0.671 21.000 0.0122 0.256 Vel = 1.94 H.11 119 0.0 0.75 Utr 2.0 9.000 150 19.140 to 2.000 0.0 H.8 119 2.14 0.671 11.000 0.0122 0.134 Vel = 1.94 H.8 119 0.0 0.75 Utr 2.0 10.000 150 19.274 to 2.000 0.0 H.5 119 2.14 0.671 12.000 0.0122 0.146 Vel = 1.94 H.5 119 0.0 0.75 Utb 17.0 7.000 150 19.420 to Utr 2.0 19.000 0.0 T.23 119 2.14 0.671 26.000 0.0122 0.317 Vel = 1.94 T.23 119 0.14 0.75 Uel 11.0 11.000 150 19.737 to 11.000 0.0 H.7 119 2.28 0.671 22.000 0.0137 0.301 Vel = 2.07 H.7 119 0.0 0.75 Utb 17.0 4.000 150 20.038 to 17.000 0.0 T.26 119 2.28 0.671 21.000 0.0137 0.287 Vel = 2.07 0.0 T.26 2.28 20.325 K Factor= 0.51 T.24 119 0.14 0.75 Utb 17.0 1.000 150 19.735 to Utr 2.0 19.000 0.0 T.23 119 0.14 0.671 20.000 0.0001 0.002 Vel = 0.13 0.0 T.23 0.14 19.737 K Factor= 0.03 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 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 � c COP' 1�43Z3 ' ) CbLbP.4b0 Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE -Two Head Calculation (H.8 & H.11) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX - UNIT 1 TIGARD OR Remote Area : 1 Contract : 43463F 001 R1 Data File : 43463F 001 R1 2 Story Triplex, Unit 1 + Mirror.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-Two Head Calculation (H.8& H.11) Date 3/10/2023 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 001 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 26.0168 Psi Required 98.98 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 Uponor, Inc. Page 2 SOUTH RIVER TERRACE -Two Head Calculation (H.8 & H.11) Date 3/10/2023 City Water Supply: Demand: C1 -Static Pressure : 108 D1 - Elevation : 10.394 C2 - Residual Pressure: 100 D2 -System Flow : 26.017 C2 - Residual Flow : 300 D2 -System Pressure : 98.980 Hose ( Demand ) : 5 D3 -System Demand : 31.017 Safety Margin : 8.900 150 140 130 P 120 R 110 „ Cl 111 E C2 100 S 90 D S 80 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.8 & H.11) 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 Uponor, Inc. Page 4 SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.11) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 100 300.0 107.88 31.02 98.98 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 119.0 4.9 7.04 13.0 0.05 256 H.5 119.0 10.76 T.23 119.0 18.82 T.24 119.0 21.15 T.38 109.0 26.85 T.39 109.0 27.09 T.40 109.0 27.99 S.1 109.0 29.28 PRV 95.0 51.61 SMTR 95.0 65.89 TEE 95.0 73.29 5.0 MTR 95.0 89.45 CRB 95.0 95.47 STR 95.0 98.98 H.11 119.0 4.9 7.06 13.02 0.05 256 T.31 119.0 14.96 H.13 119.0 16.66 T.30 119.0 19.83 T.29 119.0 20.17 H.6 119.0 20.34 T.25 119.0 20.68 H.3 119.0 20.82 T.22 119.0 20.85 H.1 119.0 20.89 H.2 119.0 20.99 H.4 119.0 21.04 H.12 119.0 16.55 H.10 119.0 17.25 H.9 119.0 17.96 T.28 119.0 19.54 T.26 119.0 21.4 H.7 119.0 20.14 T.44 109.0 24.37 T.47 109.0 24.98 H.21 109.0 25.14 T.45 109.0 25.5 T.43 109.0 25.57 T.41 109.0 25.79 T.37 109.0 26.8 H.19 109.0 24.55 T.36 109.0 24.71 H.18 109.0 24.74 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.8 & H.11) Date 3/10/2023 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.35 109.0 25.03 H.14 109.0 25.65 T.33 109.0 25.8 H.15 109.0 25.92 H.16 109.0 26.17 T.34 109.0 26.32 H.17 109.0 26.44 H.20 109.0 25.53 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.8 & H.11) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Ot Act Eqiv Len Total Pf/Ft Pf H.8 119 4.90 12.33 0.75 Utr 2.0 10.000 150 7.040 to 2.000 0.0 H.5 119 12.33 0.671 12.000 0.3100 3.720 Vel = 11.19 H.5 119 0.0 0.75 Utb 17.0 7.000 150 10.760 to Utr 2.0 19.000 0.0 T.23 119 12.33 0.671 26.000 0.3100 8.061 Vel = 11.19 T.23 119 -5.07 0.75 Utb 17.0 1.000 150 18.821 to Utr 2.0 19.000 0.0 T.24 119 7.26 0.671 20.000 0.1164 2.328 Vel = 6.59 T.24 119 1.36 1 Utb 17.0 15.000 150 21.149 to 14.000 4.331 T.38 109 8.62 0.862 29.000 0.0473 1.371 Vel = 4.74 T.38 109 6.08 1.25 5.000 150 26.851 to 0.0 T.39 109 14.7 1.054 5.000 0.0476 0.238 Vel = 5.41 T.39 109 0.0 1.25 Utr 4.0 4.000 150 27.089 to Uel 11.0 15.000 0.0 T.40 109 14.7 1.054 19.000 0.0476 0.904 Vel = 5.41 T.40 109 11.32 1.25 T 2.44 7.000 150 27.993 to 2.440 0.0 S.1 109 26.02 1.054 9.440 0.1369 1.292 Vel = 9.57 S.1 109 0.0 1.25 E 1.22 8.000 150 29.285 to 1.220 21.063 ** Fixed Loss = 15 PRV 95 26.02 1.054 9.220 0.1370 1.263 Vel = 9.57 PRV 95 0.0 1.25 2.000 150 51.611 to 14.000 * * Fixed Loss = 14 SMTR 95 26.02 1.054 2.000 0.1370 0.274 Vel = 9.57 SMTR 95 0.0 1.25 E 1.22 50.000 150 65.885 to G 0.407 4.067 0.0 TEE 95 26.02 1.054 T 2.44 54.067 0.1369 7.401 Vel = 9.57 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 73.286 to E 1.22 3.661 6.000 "* Fixed Loss =6 MTR 95 31.02 1.054 53.661 0.1895 10.168 Vel = 11.41 MTR 95 0.0 1 20.000 150 89.454 to 1.000 ** Fixed Loss = 1 CRB 95 31.02 0.995 20.000 0.2508 5.017 Vel = 12.80 CRB 95 0.0 1 10.000 150 95.471 to 1.000 ** Fixed Loss = 1 STR 95 31.02 0.995 10.000 0.2509 2.509 Vel = 12.80 0.0 STR 31.02 98.980 K Factor= 3.12 H.8 119 0.67 0.75 Utr 2.0 9.000 150 7.040 to 2.000 0.0 H.11 119 0.67 0.671 11.000 0.0015 0.016 Vel = 0.61 H.11 119 4.90 13.02 0.75 Utb 17.0 4.000 150 7.056 to 17.000 0.0 T.31 119 13.69 0.671 21.000 0.3762 7.901 Vel = 12.42 T.31 119 -6.25 0.75 14.000 150 14.957 to 0.0 H.13 119 7.44 0.671 14.000 0.1218 1.705 Vel = 6.75 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.8& H.11) 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.13 119 0.0 0.75 Utb 17.0 7.000 150 16.662 to Utr 2.0 19.000 0.0 T.30 119 7.44 0.671 26.000 0.1218 3.166 Vel = 6.75 T.30 119 -5.06 0.75 Utb 17.0 6.000 150 19.828 to 17.000 0.0 T.29 119 2.38 0.671 23.000 0.0148 0.340 Vel = 2.16 T.29 119 0.0 0.75 Utr 2.0 10.000 150 20.168 to 2.000 0.0 H.6 119 2.38 0.671 12.000 0.0148 0.177 Vel = 2.16 H.6 119 0.0 0.75 Utb 17.0 4.000 150 20.345 to Utr 2.0 19.000 0.0 T.25 119 2.38 0.671 23.000 0.0148 0.340 Vel = 2.16 T.25 119 -1.02 0.75 Utb 17.0 9.000 150 20.685 to 17.000 0.0 H.3 119 1.36 0.671 26.000 0.0053 0.137 Vel = 1.23 H.3 119 0.0 0.75 Utr 2.0 3.000 150 20.822 to 2.000 0.0 T.22 119 1.36 0.671 5.000 0.0054 0.027 Vel = 1.23 T.22 119 0.0 0.75 Utr 2.0 5.000 150 20.849 to 2.000 0.0 H.1 119 1.36 0.671 7.000 0.0053 0.037 Vel = 1.23 H.1 119 0.0 0.75 Utr 2.0 17.000 150 20.886 to 2.000 0.0 H.2 119 1.36 0.671 19.000 0.0053 0.100 Vel = 1.23 H.2 119 0.0 0.75 Utr 2.0 9.000 150 20.986 to 2.000 0.0 H.4 119 1.36 0.671 11.000 0.0053 0.058 Vel = 1.23 H.4 119 0.0 0.75 Utb 17.0 3.000 150 21.044 to 17.000 0.0 T.24 119 1.36 0.671 20.000 0.0052 0.105 Vel = 1.23 0.0 T.24 1.36 21.149 K Factor= 0.30 T.31 119 6.25 0.75 Utr 2.0 16.000 150 14.957 to 2.000 0.0 H.12 119 6.25 0.671 18.000 0.0882 1.588 Vel = 5.67 H.12 119 0.0 0.75 Utr 2.0 6.000 150 16.545 to 2.000 0.0 H.10 119 6.25 0.671 8.000 0.0881 0.705 Vel = 5.67 H.10 119 0.0 0.75 Utr 2.0 6.000 150 17.250 to 2.000 0.0 H.9 119 6.25 0.671 8.000 0.0882 0.706 Vel = 5.67 H.9 119 0.0 0.75 Utr 2.0 16.000 150 17.956 to 2.000 0.0 T.28 119 6.25 0.671 18.000 0.0882 1.588 Vel = 5.67 T.28 119 0.0 0.75 Utr 2.0 2.000 150 19.544 to Utb 17.0 19.000 0.0 T.26 119 6.25 0.671 21.000 0.0882 1.852 Vel = 5.67 I T.26 119 5.07 1 Utb 17.0 15.000 150 21.396 to 14.000 4.331 T.40 109 11.32 0.862 29.000 0.0781 2.266 Vel = 6.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE-Two Head Calculation (H.8& H.11) 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 0.0 T.40 11.32 27.993 K Factor= 2.14 T.23 119 5.07 0.75 Uel 11.0 11.000 150 18.821 to 11.000 0.0 H.7 119 5.07 0.671 22.000 0.0599 1.318 Vel = 4.60 H.7 119 0.0 0.75 Utb 17.0 4.000 150 20.139 to 17.000 0.0 T.26 119 5.07 0.671 21.000 0.0599 1.257 Vel = 4.60 0.0 T.26 5.07 21.396 K Factor= 1.10 T.30 119 5.06 1 12.000 150 19.828 to 4.331 T.44 109 5.06 0.862 12.000 0.0177 0.212 Vel = 2.78 T.44 109 -1.73 0.75 Utr 2.0 3.000 150 24.371 to Utb 17.0 19.000 0.0 T.47 109 3.33 0.671 22.000 0.0275 0.604 Vel = 3.02 T.47 109 0.0 0.75 6.000 150 24.975 to 0.0 H.21 109 3.33 0.671 6.000 0.0275 0.165 Vel = 3.02 H.21 109 0.0 0.75 Utr 2.0 11.000 150 25.140 to 2.000 0.0 T.45 109 3.33 0.671 13.000 0.0275 0.358 Vel = 3.02 T.45 109 -0.72 0.75 Utr 2.0 2.000 150 25.498 to 2.000 0.0 T.43 109 2.61 0.671 4.000 0.0175 0.070 Vel = 2.37 T.43 109 0.72 0.75 Utr 2.0 6.000 150 25.568 to 2.000 0.0 T.41 109 3.33 0.671 8.000 0.0274 0.219 Vel = 3.02 T.41 109 0.0 0.75 Utr 2.0 18.000 150 25.787 to Utb 17.0 19.000 0.0 T.37 109 3.33 0.671 37.000 0.0275 1.017 Vel = 3.02 T.37 109 2.75 1.25 Utr 4.0 1.000 150 26.804 to 4.000 0.0 T.38 109 6.08 1.054 5.000 0.0094 0.047 Vel = 2.24 0.0 T.38 6.08 26.851 K Factor= 1.17 T.44 109 1.73 0.75 Utb 17.0 5.000 150 24.371 to 17.000 0.0 H.19 109 1.73 0.671 22.000 0.0082 0.181 Vel = 1.57 H.19 109 0.0 0.75 Utr 2.0 17.000 150 24.552 to 2.000 0.0 T.36 109 1.73 0.671 19.000 0.0082 0.156 Vel = 1.57 T.36 109 0.0 0.75 Utr 2.0 2.000 150 24.708 to 2.000 0.0 H.18 109 1.73 0.671 4.000 0.0082 0.033 Vel = 1.57 H.18 109 0.0 0.75 Utb 17.0 7.000 150 24.741 to Uel 11.0 28.000 0.0 T.35 109 1.73 0.671 35.000 0.0082 0.288 Vel = 1.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 SOUTH RIVER TERRACE -Two Head Calculation (H.8 & H.11) Date 3/10/2023 Nodel 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.35 109 1.02 0.75 Utb 17.0 15.000 150 25.029 to 17.000 0.0 H.14 109 2.75 0.671 32.000 0.0193 0.617 Vel = 2.50 H.14 109 0.0 0.75 Utr 2.0 6.000 150 25.646 to 2.000 0.0 T.33 109 2.75 0.671 8.000 0.0194 0.155 Vel = 2.50 T.33 109 0.0 0.75 Utr 2.0 4.000 150 25.801 to 2.000 0.0 H.15 109 2.75 0.671 6.000 0.0192 0.115 Vel = 2.50 H.15 109 0.0 0.75 Utr 2.0 11.000 150 25.916 to 2.000 0.0 H.16 109 2.75 0.671 13.000 0.0193 0.251 Vel = 2.50 H.16 109 0.0 0.75 Utr 2.0 6.000 150 26.167 to 2.000 0.0 T.34 109 2.75 0.671 8.000 0.0194 0.155 Vel = 2.50 T.34 109 0.0 0.75 Utr 2.0 4.000 150 26.322 to 2.000 0.0 H.17 109 2.75 0.671 6.000 0.0193 0.116 Vel = 2.50 H.17 109 0.0 0.75 Utb 17.0 2.000 150 26.438 to 17.000 0.0 T.37 109 2.75 0.671 19.000 0.0193 0.366 Vel = 2.50 0.0 T.37 2.75 26.804 K Factor= 0.53 T.25 119 1.01 1 14.000 150 20.685 to 4.331 T.35 109 1.01 0.862 14.000 0.0009 0.013 Vel = 0.56 0.0 T.35 1.01 25.029 K Factor= 0.20 T.45 109 0.72 0.75 Utb 17.0 3.000 150 25.498 to 17.000 0.0 H.20 109 0.72 0.671 20.000 0.0016 0.032 Vel = 0.65 H.20 109 0.0 0.75 Utb 17.0 4.000 150 25.530 to Utr 2.0 19.000 0.0 T.43 109 0.72 0.671 23.000 0.0017 0.038 Vel = 0.65 0.0 T.43 0.72 25.568 K Factor= 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Plumbing Per 't Application �E IVE D Building Fixtu 77 lii lr FOR OFFICE USE ONLY Cityof T a s OCT 6 2023 Received VJ1 W (/ I/(y \ 2 ll PDate/By:nRev Permit No.: ■ 13125 SW Hall Blvd.,Tigard,OR 97223 Date/By:an Review Phone: 503.718.2439 Fax: 503.598.1011 Other Permit No.: fY OF TIGARD .i 1 c;A R 0 Inspection Line: 503.639.4175 BUILDING DIVISION Date o Read /B Juri:: El See Page 2 for ovReady/By: www ti and-or. g g Notified/Method: Supplemental Information TYPE OF WORK FEE* SCHEDULE ' New construction 0 Demolition For special information use checklist Description I Qty. I Ea. Total ❑Addition/alteration/replacement 0 Other: New 1-2-family dwellings(includes 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(I)bath 312.70 0.1-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 0 Accessory building 0 Multi-family SFR(3)bath 500.32 Each additional bath/kitchen 25.02 ❑Master builder 0 Other: Fire sprinkler( sq.ft.) Page 2 JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16823 SW Colorado Ln Catch basin or area drain 18.76 City/State/ZIP: Tigard, OR 97224 Drywell,leach line,or trench drain 18.76 Footing drain(no.linear ft.: ) Page 2 Suite/bldg./apt.no.: 2 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 Lot no.: 1 Fixture or item: Tax map/parcel no.: Backflow preventer 1 31.27 DESCRIPTION OF WORK Backwater valve 1 12.51 Clothes washer 25.02 Dishwasher 25.02 Drinking fountain 25.02 Ejectors/sump 25.02 PROPERTY OWNER 0 TENANT Expansion tank 12.51 Name: Taylor Morrison Northwest, LLC Fixture/sewer cap 25.02 Address:703 Broadway St, Ste 710 Floor drain floor sink/hub 25.02 Garbage disposal 25.02 City/State/ZIP: Vancouver, WA 98660 Hose bib 25.02 Phone:(360)695-7700 Fax: ( ) Ice maker 12.51 pf APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02 Business name: Taylor Morrison Northwest, LLC Medical gas(value:$_) Page 2 Contact name: Tonja Morrs Primer 12.51 Roof drain(commercial) 12.51 Address: 703 Broadway St, Ste 710 Sink/basin/lavatory 25.02 City/State/ZIP: vancouver, WA 98660 Solar units(potable water) 62.54 Phone:(971)409-5931 Fax: :( ) Tub/shower/shower pan 12.51 E-mail: tmorris@taylormorrison.com Urinal 25.02 l Water closet 25.02 CONTRACTOR Business name: BDL plumbing Water heater 37.52 Water pipingJDW V 56.29 Address: 301 ne curtis dr Other: 25.02 city/state/zip: Corbett, OR 9/019 Subtotal Phone:(503§656055 Fax:( ) Minimum permit fee: $72.50 CCB Lie.: 180345 Plumbing Lie,no.: PB1582 Plan review (25%of permit fee) State surcharge(12%of permit fee) Authorized signature: TOTAL PERMIT FEE Print name: Logan Rid ell Date:9/27/23 This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. `r *Fee methodology set by Tri-County Building Industry Service Board. IfBuildutg\Pennits\PLMB-PernutApp.dac 10/01/09 440-4616T(10/02/COM/WEB) Plumbing Permit Application - City of Tigard Page 2 - Supplemental Information Fee Schedule: Residential Fire Suppression Systems: Site Utilities Qty. Fee(ea) Total Square Footage: Permit Fee: Footing drain-1"100' 50.03 0 to 2,000 $121 90 Footing drain-each additional 100' 37.52 2,001 to 3,600 $169.69 3,601 to 7,200 $233.20 Sewer-1st 100' 62.54 7,201 and greater $327.54 Sewer-each additional 100' 37.52 Water Service-1st 100' 62.54 Medical Gas Systems: Water Service-each additional 100' 37.52 Valuation: Permit Fee: Storm&Rain Dram-1st 100' 62.54 $1.00 to$5,000.00 Minimum fee$72.50 Storm&Rain Drain-each additional 100' 37.52 $5,001.00 to$10,000.00 $72.50 for the first$5,000.00 and$1.52 for Other Inspections or Fees Qty. Fee(ea) Total each additional$100.00 or fraction thereof,to p and including$10,000.00. Inspection of existing plumbing or for $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and$1.54 for which no fee is specifically indicated 90.00/hr each additional$100.00 or fraction thereof,to (minimum charge-1/2 hour) and including$25,000.00. Inspections outside of normal business 90.00/hr $25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and$1.45 for hours(minimum charge-2 hours) each additional$100.00 or fraction thereof,to Reinspection Fees 90.00/hr and including$50,000.00. Additional plan review for revisions 90.00/hr $50,001.00 and up $742.00 for the first$50,000.00 and$1.20 for (minimum charge-1/2 hour) each additional$100.00 or fraction thereof. Subtotal: Commercial Fixture Work: Are you capping,adding or replacing fixtures? If"yes", please indicate work performed by fixture. Failure to _- accurately report fixtures could result in increased sewer fees*. Plan Review for Plumbing Installations Quantity by Fixture Type Plan review is required for any of the following. Fixture Type for Replace/ Please check all that apply. Work Performed: Capped Added Relocate ❑ Any new commercial building with water service 2"and Baptistry/Font greater,except systems designed and stamped by licensed Bath: -Tub/Shower engineer. -Jacuzzi/Whirlpool Car Wash: -Each Stall 0 New exterior plumbing site utilities for any complex structure as defined in OAR918-780-0040. -Drive Thru ❑ Medical gas and vacuum systems for health care facilities. Cuspidor/Water Aspirator Dishwasher: Commercial Elkl Any multipurpose fire spriner system. Domestic El Any complex structure as defined in OAR918-780-0040. Drinking Fountain Eye Wash Submit 2 sets of plans with any of the above. Floor Drain/sink: -2" -3" Isometric or Riser Diagram 4" ❑ Isometric or riser diagram is required for new buildings -Car Wash Drain that meet the qualifications above. Garbage -Domestic non-food Disposal: -Domestic food related -Commercial food related -Industrial food related Ice Mach./Refrig.Drains Comments regarding fixture work: Oil Separator(Gas Station) Rec.Vehicle Dump Station Shower: -Gang -Stall Sink: -LavBar non-food related -Bradley -Com/Serv/Util food related -Service *Note: If the fixture work under this permit results in an Swimming Pool Filter increase of sewer EDUs,a sewer permit will be issued and Washer-Clothes fees assessed for the sewer increase must be paid before the Water Extractor Water Closet-Toilet plumbing permit can be issued. Urinal Other Fixtures: I:\Building\Permits\PLMF_PermitApp.doc 08/04/2011 2 City of Tigard ,111 • Deferral Until Occupancy Request T l G A R D Washington County Transportation Development Tax (MT),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: 9/14/2022 Site Address: 16823 SW Colorado Lane Project South River Terrace Land Use Case or Name: Bldg 2 Building Permit#: MST2022-00318 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 PDT 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 A1aww Aboti4A.a fy(Taylor Morrison NW) Date: 09/19/2022 Developer:Omar ALatNw Abouha fy(Taylor Morrison NW) Date: 09/19/2022 Permit Coordinator: ATM (vt4ebib Date: 9/14/2022 CITY OF TIGARD MASTER PERMIT . _ ' COMMUNITY DEVELOPMENT Permit#: MST2022-00318 T r(-,A I'-.I) 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 12/01/2022 Parcel: 2S107AD05200 Jurisdiction: Tigard Site address: 16823 SW COLORADO LN Subdivision: SOUTH RIVER TERRACE Lot: H Project: South River Terrace,Tract H, Building 2, Unit 1 Project Description: New attached dwelling(1 of 3)units. NO FINAL INSPECTION UNTIL DEFERRED SDC FEES ARE PAID. BUILDING Floor Areas Required Setbacks Required Stories: 2 Bedrooms: 5 First: 971 sf Basement: 0 sf Left: 0 Parking Spaces: 0 Height: 25 Bathrooms: 4 Second: 1437 sf Garage: 477 sf Front: 12 Smoke Yes Dwelling Units: 1 Third: 0 sf Right: 0 Detectors: Total: 2408 sf Value: $392,120.02 Rear: 10 PLUMBING Sinks: 1 Water Closets: 4 Washing Mach: 1 LaundryTrays: 0 1 Rain Drain: Urinals: 0 Lavatories: 6 Dishwashers: 1 Floor Drains: 0 Sewer Lines: 100 SF Rain Drains: Storm Sewer: 100 Tubs/Showers: 3 Garbage Disp: 1 Water Heaters: 1 0 Water Lines: 100 Catch Basins: 0 Footing Drain: 100 Ice Maker: 1 Hose Bib: 2 Backwater Value: 1 Bckflw Prevntr: 0 Drywell-Trench Drain: 0 Other Fixtures: 0 Other Fixture Units: MECHANICAL Fuel Types Air Conditioning: Y Vent Fans: 6 Clothes Dryers: 1 Natural Gas Heat Pump: N Hoods: 1 Other Units: 0 Furn<100K: 1 Vents: 0 Woodstoves: 0 Gas Outlets: 2 Furn>=100K: 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc/Feeders Branch Circuits 1000 sf or less: 1 0-200 amp: 0 0-200 amp: 0 W/Svc or Fdr: 0 Ea add'I 500 sf: 4 201-400 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 Other: N Other Description: Y Ecompasing: BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: NEW SFA VB R-3 2408 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 Fire Rated Conditions VANCOUVER,WA 98660 VANCOUVER,WA 98660 2 Ersn Cntrl 503-639-4175 PHONE: PHONE: 360-695-7700 FAX: Total Fees: $18,745.69 This permit is issued subject to the regulations contained in the Tigard Municipal Code, Stale of OR. Specialty Codes and all other applicable law. All work will be done in accordance 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�N: Oregon law requires Aiou to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth In OAR or ..nn1_nnln thrn,inh��R°oc9_nnl-nngn Y a rno�/�I hlain a rnmr of the n!lac nr dl a-t nations In rll INC by Tallinn cn3 239 10A7 nr 1 Ann 119 9A14 Issued By: / 7w .#--v/l /rJIl ///ll9/(Xa Permittee Signature: Call 503.639.4175 by 7:00 a.m.for the next available inspection date. This permit card shall be kept in a conspicuous place on the Job site until completion of the project. Approved plans are required on the lob site at the time of each Inspection. Mechanical Permit Aimlic REC E IV E j FOR OFFICE USE ONLY City of Tigard �'k�� Receiver r^ 13125 SW Hall Blvd„Ti 1 Z022 Date/By: Permit No,: i O gam,OR 97223 Q�I J Plan Review 11 • Phone: 503.718.2439 Fax: 503.598.1960' Date/By. Other Permit: Tlt.ia It l7 Inspection Line: 503.639.4175 CITY OF 1IGARC/ Internet: wW W.tigard-or.gov Date edjMeReady/BY hob: ®Sec Page 1 for 3kJILDING DIVISION Naffed/Method: [nfarmadoa TYPE OF WORK COMMERCIAL FEE' SCHEDULE - USE CHECKLIST Old New construction Mechanical permit fees"are based on the value of the work ❑Addition/alteration/replacement performed.Indicate the value(rounded to the nearest dollar)of all ❑Demolition 0 Other: mechanical materials,equipment,labor,overhead,and profit. CATEGORY,OF CONSTRUCTION Value:S RESIDENTIAL EQUIPMENT/SYSTEMS FEES* _ S I-and 2-family dwelling ❑Commercialrndustrial ❑Accessory building For special information use eheelaisc I j Multi-family ❑Master builder ❑Other: Description 1 Qty. I Ea. .1 Total • JOB SITE INFORMATION AND LOCATION Heating/cooling: lob site address: 16823 5W Colorado LN Air conditioning l 46.75 46.75 Furnace 100,000 BTU(dueu/veces) 1 , 46.75 ' 46.75 City/State/ZB':Tigard,OR 97224 Furnace 100,000+BTU(duos/vents) 54.91 Suite/bldg./apt rah:Building 2 I Project name: South River Terrace Heat pump 1 mix 61.06 Duct work 23.32 Cross street/directions to job site: Hydronic hot water system 23.32 Residential boiler(radiator or hydrnnic) 23.32 Unit heaters(fuel-type,not electric), in-wall,in-duct,suspended,etc. 46.75 Flue/vent for any of above 23.32 Subdivision: South River Terrace J Lot no.: Tract H Outer 23.32I Other fuel appliances: Tax map/parcel no.: Water heater 23.32 - DESCRIPTION OF WORK Gas fireplace/insert 33.39 New construction-Type SFU Flue vent for water heater or gas fireplace 23.32 UNIT 1 Log lighter(gas) 23.32 Wood/pellet stove 33.39 Wood fireplacermsert 23.32 Chimney/liner/flue/vent 23.32 ® PROPERTY OWNER ❑ TENANT Other: 23.32 Nam Taylor Morrison Northwest LLC. Environmental exhaust and ventilation: Range hood/other kitchen Address:703 Broadway St,Ste.510 equipment 1 33.39 33.39 Clothes dryer exhaust 1 33.39 33.39 City/State/ZIP:Vancouver,WA 98660 Single-duct exhaust(bathrooms, 1 23.32 Phone:(360)695-7700 I Fax:( ) fans toilet compartments,utility rooms) 23.32 1 Attic/crawispace fan 23.32 ® APPLICANT ❑ CONTACT PERSON Other: 23.32 I Business frame:Taylor Morrison Northwest LLC. Fuel piping: s14.15 for first four;S4.03 for each additional Contact name: Omar Alami Abouhats Furnace,etc 1 Address:703 Broadway St,Ste 510 Gas heat pump I City/State/ZIP:Vancouver,WA 98660 Watllsuspende lhmit beater Water heater I Phone:(360)695-7700 Fax::(360)693-4442 Fireplace E-mail:permttsubmittalsgaylorrflorriSofl.coR1 Ranee1 Barbecue •'fit CONTRACTOR Clothes dryer(gas) Business name:Pro Heating&Cooling Other: Address: NW Alociek Dr,Ste.1104 MECHANICAL PEANUT FEES* Subtotal $262.84 City/State/ZIP:Hillsboro,OR Minimum permit fee(S90.00) Phone:(360)2704590 I Fax:( ) Plan review(25%ofpetmit fee) State surcharge(12%of permit fee) CCB tic.:209001 TOTAL PERMIT FEE ®®� Plus permit application expires if a permit is not obtained within 180 f f.(.L �L{,1:,,�,�'(, days after it has been accepted as complete. Authorized signature: • Fee methodology set by Tri.Coumy Building Industry Service Board IPrint name:Elia Duran I Date: .10/30/20 I i-1A„i1,In.APermrt,rMFr Pw,nn Ann WI It sine wen ae I n r r+(n Ssr',.a of n'p. Electrical Permit Application ECEiVi 4ERNI rt)!t(,rile): Ls1:ov,.�° City of Ti andu' v 13125 SW Hall Blvd.,Tigard,OR 97223 �n ZO�L -■,�Phone: 50Line.2439 Fax: 503.598,196c ITY Of r Plan Renew Inspection Line: 503.639.4I75 i� ''� Datee 'rpie, c p �f I i !'yin-i�� Ready DalW8y. inns pie, +c Internet www.tigard-ar.gov Notified/Metltod. ® See page 2 for TYPE OF WORK Supplemental Information PLAN REVIEW. New construction ❑Addition!alterationheplacement Please check all that apply(submit l sets of plans wheats checked) ['Service or feeder 400 amps or more 0 Building over three stories I ❑ Demolition ❑Other:CATEGORY OF CONSTRUCTION Where the available fault current Marinas and boatyards. ® I-and 2-family d+eellingexceeds 10,000 amps at 150 volts or ❑Floating buildings ,or exceeds 14,000 ❑ Commercial,industrial ❑Ac:cesson buildine less to ground 0 Multi-fap111Y — ❑Other: ❑Commercial-use agricultural ❑Master builderamps for all other installations. buildings CI Fire pump. 0 Installation of 150 KVA or JOB SITE INFORMATION AND LOCATION e Job#: ❑Emergency system larger separately derived Job site address: 16823 SW Colorado L ❑Addition of new motor load of system City/Stale/ZIP. Tigard.OR 97140 _ 100HP or more. ❑ 0 Six or more residential units. Occupancy. Suite/bldg.lapt.((Building 2 Project name: South River Terrace 0 Health-care facilities. 0 Recreational vehicle parks 0 Hazardous locations. 0 Supply voltage for more than Cross street/directions to job Site: 0 Service or feeder 600 amps or more. 600 volts nominal FEE SCHEDULE uest,i.nen Subdivision: South River Terrace New residential single-or mul[i•f d+re®nit,°tsl Lot#: .1 Includes attached garage. Tax map/parcel#; 1,000 sq.ft or less 168.54 ICI DESCRIPTION OF WORKEa.add'1500 sq ft.or portion 33.92 101.76 0 13 Nest construction.Type SPL' 13 Limited energy,residential above 75 00 UNIT 1 Limited energy,multIt i-family ®.PROPERTY.OWNERresidential(with above r.It 1 .tk) 0TENANT' Renewable Ene A ■ See Pa_e 2 MI Services or readers htstal�tion alteration,and/or relocation Name: Taylor Morrison Northwest LLC. Address: 703 Broadway St.,Ste 710 200 amps or less i I00.70 100.7 201 amps to 400 amps 133.56 El El City/State/ZIP: Vancouver,WA 98660 401 amps to 600 amps 201 04 131 Phone:( 360 )946 8674 601 amps to 1,000 amps 3 . Email OAIamIAbouhafs@taylorrnorrison.com-Pemtit5ubmittals@taylormorrison,cvm Over I,tH)0 amps or volts 552.26 Q Owner installation:This installation is being made on property that 1 own which is not 200 amps or less services or feeders installation,alteration,and/or relocation intended for sale,lease,rent,or exchange,according to ORS 447,449,670,and 701. imi0 59.36 Owner Signature: 201 amps to 400 amps 125.08 El Date: _ 401 amps to 599 amps 0 APPLICANT' 0 CONTACT PERSON Branch circuits-stew,alteration, extension Business name.Taylor Morrison Northwest LLC. A Fee for branch circuits with above service or feeder fee, each branch circuit Contact name: Omar Alami Abouhafs 7.42 Address: 703 Broadway St.,Ste 710 B.Fee for branch circuits wirhoat service or feeder fee,first City/State/ZiP: Vancouver,WA 98660 branch circuit56.18 Phone:(360 )946 8674 Each add'i branch circuit Miscellaneous service or feeder not included III Email:O,AlarpiAhouhafs'alaslortnorrison.corn-PermitSubmittalsrrtaylorTnorrison.corn Each manufactured or modular ■ 4 '� dwell in. service and/or feeder CONTRACTOR Reconnect only 111111 67.8 _® • i r Pump or irrigation circle 67.84 _© Sign or outline lighting - Address: 3lf' ^t _ or g 67.84 _® S N h I r Sigel, lie anon or limited-energy ensionergy tee r net.alteration or extension. 0 Page 2 © • Each additional ins.• don over allowable in an'of the above III Phone:(5 C. + Z I i , Z.+ • Additional inspection(i hr min) Email; -J Investigation(t hr min) IIIIIII90.(m/®. 0 • , .- u Industrial plant(I hr min) - 78 18/hr ■ ,,�,37 . _ Inspections for which no fee is • ■ s Frektu I �t • sreificalk-listed(l.:hr min) Suprv.Electrician signature,required: d, ELECTRICAL PERMIT FEES �.r Subtotal. $202.46 Date: 0 Plan Review Required(25%of permit fee): Authorized signature: ° '^� + State surcharge(12%of permit fee); Print name: P4 TOTAL PERMIT not i1 1'42 !IG an�j Date; This permit application expires if a permit is not obtained within I80 I lBwld w days after it has been accepted as complete. B tadiLC Ptrmnppp ELR_ERE,duc Rev oanRolS ' Number of inspections allowed 44d.4615T(1 ImSMONVWEB Per permit • RECEIVE Plumbing Permit Application A[J 1 2022 Building Fixtures FOR OFFICE USE ONLY • CITY OF TIGAInG City of Tigard Received 13125SWHallBlvd.,Tigard,OR 97223UILDING D!VISIr ' Date/Br. PermitNo.: ' 0 Phone: 503.718.2439 Fax: 503.598.1960 fe/BJV aw Other Permit Pie' T I G A R D Inspection Line: 503.639.4175 Internet: www.tigard-or gov Date Ready/By: yeas: I El See 2 far Notified/Method. Supplemental Information TYPE OF WORK FEE* SCHEDULE ®New construction ❑Demolition For special information use checklist. Description I I Total ❑Addition/alteration/replacement ❑Other. New 1-2-family dwellings(includes 100 ft.for I each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 l I�I-and 2-family dwelling ❑Commercial/industrial SFR(2)bath 437.78 ❑`Accessory building Multi-family SFR(3)bath 1 500.32 500.32 Each additional batlt/kitchen 25.02 ❑Master builder ❑Other. Fire sprinlder( sq.ft.) Page 2 JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16823 SW Colorado LN Catch basin or area dram 18,76 City/State/ZIP:Tigard,OR 97224 Drywell,leach line,or trench drain 18.76 Footing drain(no.linear ft: ) 1 Page 2 Suite/bldg./apt.no.Building 21 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 it:_) Page 2 Storm sewer(no.linear ft.: ) Page 2 Water service(no.linear ft.: Subdivision: South River Terrace I Lot no.: Tract H xture or item: ) Page 2 Fi Tax map/parcel no.: Backflow preventer 31.27 Backwater valve 12.51 DESCRIPTION OF WORK New construction-Type SFU Clothes washer 1 25.02 25.02 UNIT 1 Dishwasher 1 25.02 25.02 Drinking fountain 25.02 Ejectors/sump 25.02 ® PROPERTY OWNER I 0 TENANT Expansion tank 12.51 Name: Taylor Morrison Northwest LLC. Fixturelsewercap 25.02 Address:703 Broadway St.,Ste 510 Floor drain/floor sinklhub 25.02 Garbage disposal 25.02 City/State/ZIP:Vancouver,WA 98660 Hose bib 2 25m 50.04 Phone:(360)695-7700 Fax:( ) Ice maker 12.51 ® APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02 Business name: Taylor Morrison Northwest LLC. Medical gas(value:$_) Page 2 Contact name: Omar Alain'Abouhafs Primer 12.51 Address:703 Broadway St.,Ste 510 Roof drain(commercial) 12.51 Sinkrbasin/Iavatory 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 E-mail:permits ubmittals@taylormorflson.corn U l 25.02 Water atcr closet 25.02 Business name:G&B Plumbing&Sons Inc Water heater 37.52 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)8681417 Fax:(971)727-8170 Minimum permit fee: $7250 CCB Lie.:184372 Plumbing Lie.no.:pb634 Plan review (25%of permit fee) { r,j l „_ __/). State surcharge(12%of permit fee) � Authorized signature: {7t.41Sr_-.....� TOTAL PERMIT FEE Print name:Steve Fowler Date: 10/30/20 This permit application expires if a permit is not ohtained within ISO days after it has been accepted as complete. *Fee methodology set by TO-County Building Industry Service Board. I:IBaildmlPumitcPLMU-PanaitApp.dec 10/01mp 440.4616T(IOti2.COMtWEn) i , IR W..-- ON City of Tigard II II COMMUNITY DEVELOPMENT DEPARTMENT TIGARD Building Permit Review - Residential e Building Permit #: MS-1 L+rt,v go314 Site Address: 1(pt23 SOLI cvlorado Wl Project Name: `SUMrin Y�V eV.--i mrro►Kt Lot #: -fradr iI Proposal: 1(‘ctir1q 2 , U11 j-1 \ +civ.JW SQ. Land Use Case: --2Z7 - GCCQ,_ Zone: V-P -9 Required Submittal Elements copies of site plan _IQ-5AD di e fouldge ofbuitdit gs- r-b€- emolished Drawn to standard scale Aiii Footprint of new structure and FFE North arrow 'B--Retained trees, 4r-ip-.lice- tree protection ,-Site address, project name, lot # JZStreet trees shown / labelled ,Street names kiSidewalk / driveway shown and dimensioned Applicant name and phone # Z(Utility to ations & easements (new / additions) Z(Lot and setback dimensions La-L-eeati rrro s septic-systems .aExisting structures on site , Lot area and lot coverage percentage )'Erosion control �orner elevations (2' contours if > 4' differential) Vision clearance triangle shown p Ground slope at building pad calculated / shown Planning Review .rift' address / suite # active in Accela. 4„fi Clean Water Services - Service Provider Letter (lot platted prior to 9/10/1995) Required: ❑ Yes „ No Received: ❑ Yes ❑ No Public Facilities Improvement (PFI) Permit: Required: ❑ Yes i21--No Applied For: ❑ Yes ❑ No, stop intake Sensitive Lands: ❑ Yes 71--No Type: ousing 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) iver Terrace Addendum ❑ Conditions met prior to issuance of building permit LCArd Lk Q 054 1 Approved By Planning: Date: B it /2,-.2__-. Notes Revision 1: ❑ Approved ❑ Not Approved Date: Revision 2: ❑ Approved 0 Not Approved Date: 1 Hooding.Foims BldgPenniIRvw_Res_070722.docx Building Permit Submittal Original Submittal Date: y11 /2-2- Site Plans #: Building Plans #: .� Building Permit #: 0-Building permit # entered on page 1 Workflow Routing: isPlanning -Etf"ngineering -LTPermit C,eordinator ID' Building Workflow Sign-off: sign-off for Planning (include notes from planning review) Route Documents: 0-Engineering: (1) copy of permit application, (1) site plan, (1) building plan and original plan review routing form. )2-Building: original permit application, site plans, building plans, engineer and beam calculations and trust details, if applicable, etc. / ,n Permit Technician: �5`%yla �� .���r k — T�� Vf'i�` j/Date: cifd772_,7_ Notes Engineering Review lope at building pad verified Slope: 0,4 /7/ 1 Conditions met prior to issuance of permit 'asements (encroachments) per engineering conditions of approval and plat trWater Quality/Quantity Facility: Assess Water Quality Fee in-lieu: ❑ Yes [>1No Assess Water Quantity Fee in-lieu: ❑ Yes IT-No LIDA Facility on lot: ❑ Yes io Add Fee: ❑ Yes ❑ No ❑ Final Plat Recorded ❑ NOT Approved Date: Notes Approved By Engineering: Ap Date: 9/./�lZ� Revision 1: 0 Approved Not proved Date: Revision 2: 0 Approved El 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: /SDC Exemption: El Received VDoes not apply SDC Fees Entered: Wash Co Trans Dev Tax: V1Yes El N/A see. Tigard Trans SDC: /Yes ❑ N/A �Yw1S Parks SDC: jZr Yes ❑ N/A LIDA ❑ Yes fG N/A OK to Issue/Approved by Permit Coordinator: Date:C*l0I%n" Revision 1: 0 Approved ❑ Not Approved Date: Revision 2: ❑ Approved ❑ Not Approved Date: City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT TIGARD River Terrace South Rowhouse Supplemental Building Permit #: oct- n-Q73f3 Project Name: Sow Fv 1GevrOCe Site Address: (t56 `3 SM) Uolr61610 U'' Lot #: ry c-rf H gv 1d0hl 2 (Mu I Land Use Case: PDR2021-00003 Rowhouse Standards Units Each rowhouse group consists of 2-3 attached units Lot Size if 5,000sf — 8,000 (duplex) or 11,000sf (triplex) (Max 125,000sf in Area A) Lot Width %20 ft 75 Setbacksront: 12 Porch: 8 of Side: 0 Street Side (public): 8 Street Side (alley): 3 Rear: 10 Rear (alley/private street): 0 Garage (no parking): 4 Garage (parking): 20 lS , Height � 2 'ax height: 35 Actual Height: � Definition FrEach dwelling unit includes one of the following on the street-facing façade: ❑ 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 façade 'Offset of the facade 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 O Balcony on same façade as main entrance, min. 48 sf, min. 8 ft in width, 15 ft above grade, accessible from interior living space Roof "Sloped, pitch between 4/12 and 14/12 Staircases 7" No exterior staircases to stories above the first story Windows inimum 12% of area of all street-facing facades Icy/ . I'uilding\FormanBldgPermitRvw_ROW Supplemental 070722 i Parking Parking Plan Exhibit C, Sheet 10.1 and 10.2 Off street parking is accessed through: Fi Triplexes: Tandem driveways that meet the following: 0 Shared access drive of 20-24 ft with parking behind rowhouse units* * Exceptions: Area A: 16 ft. Areas B, D, E, and I: 12 ft (See Exhibit C of PDR) Alley access drive at least 10' wide i 2 ' ❑ Duplexes: Tandem driveways that meet the following: ❑ No more than 1 access is provided for every two units (rounded up) 0 Tandem driveway is 28.5 wide ❑ Spaced at least 23.75 ft apart (E'Parking spaces are at least 20 feet from street property lines, except alleys Pathway ,Accessible path provided from sidewalk to main entrance NOTE: Single detached houses and rowhouses with frontage on River Terrace Blvd must meet all building design standards of 18.640.070.E (River Terrace Building Permit Review Addendum). Those with side lot lines on River Terrace Blvd must meet all except 18.640.070.E.3 - Entrances Approved By Planning: Date: / Z 0 'Z Z