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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 �! = Transmittal Letter Ti G A tt n 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 TIGARD BUILDING DI/ISIQ.1_ PHONE: 503-667-1781 X 3001 I By: J EMAIL: mbaleme@wolcott.pro RE: 16869 SW Colorado LN MST2022-00348 (Site Address) (Permit Number) South River Terrace/Bld 4/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: 81/"/2-3 Initials: c p Fees Due: ❑ Yes E No Fee Description: Amount Due: $ — $ Awitsit AMetA.) $ � — Special Instructions: Reprint Permit(per PE): ❑ Yes ❑No ❑ hone T * Applicant Notified: j- Date: 47/711-3 Initials: 67-11 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: 0/2023 NICET Certification No. 113889 AUG 1 6 2023 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 CITY OF TIGARD BUILDING DIVISION uponor AquaSAFETM Fire Safety System OFFICk COPY Pekoe( 51.0 l_o LO 4 O LA) 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.wxl 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 City Water Supply: Demand: C1 -Static Pressure : 108 D1 - Elevation : 10.394 C2 - Residual Pressure: 100 D2- System Flow : 16.974 C2 - Residual Flow : 300 D2- System Pressure : 82.225 Hose ( Demand ) : 5 D3 - System Demand : 21.974 Safety Margin : 25.712 150 140 €- 130 P 120 R 110 C1 C2 E 100 S 90 L D2 S 80 U70Di� R 60 E 50 40 30 20 10 6 D1 • . . . , . . . . . . . . . . . . . . . . . . I , 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.6) 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 - 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 by Programs Computer Hydratec Inc. Route 111 Windham N.H. USA 03087 PY 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 PfiFt 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 Vel = 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 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 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 '**""' Notes '"'"" Node2 Elev2 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 Vet = 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 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 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.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 OFFICit, Can I4e : StO 0Lor o 140 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, Irrc. 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 26.0166 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 D2 C2 E 100 'd s 90 Di S 80 U 70 R 60 E 50 40 30 20 = 10 D1 .W... . .. _ , . . . _ . _ 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 % Y 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 UNnor, In'c. 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 Qt 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 Nodal 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 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 Egiv 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 Upon or, Inc. Page 9 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 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 CITY OF TIGARD MASTER PERMIT i IIIs , COMMUNITY DEVELOPMENT Permit#: MST2022-00348 Date Issued: 12/15/2022 T i t;A it I1 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S107AD05200 Jurisdiction: Tigard Site address: 16869 SW COLORADO LN Subdivision: SOUTH RIVER TERRACE Lot: H Project: South River Terrace, Tract H, Building 4, Unit 1 Project Description: New attached dwelling(1 of 3)Units. NO FINAL UNTIL DEFERRED SDC FEES ARE PAID. BUILDING Floor Areas Required Setbacks Reaulred Stories: 0 Bedrooms: 0 First: 971 sf Basement: 0 sf Left: 0 Parking Spaces: 0 Height: 0 Bathrooms: 0 Second: 1437 sf Garage: 477 sf Front: 12 Smoke Yes Dwelling Units: 1 Third: 0 sf Right: 0 Detectors: Total: 2408 sf Value: $392,120.07 Rear: 10 PLUMBING Sinks: 1 Water Closets: 4 Washing Mach: 1 Laundry Trays: 0 Rain Drain: 1 Urinals: 0 Lavatories: 6 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 Catch Basins: 0 Bckflw Prevntr: 0 Footing Drain: 100 Ice Maker: 1 Hose Bib: 2 Backwater Value: 1 Other Fixtures: 0 Orywell-Trench Drain: 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 SrvclFeeders Branch Circuits 1000 sf or less: 1 0-200 amp: 0 0-200 amp: 0 W/Svc or Fdr: 0 Ea add!500 sf: 4 201-400 amp: 0 201-400 amp: 0 WMO 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 t 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 2408 Owner: Contractor: WILLIAM LYON HOMES INC Required items and Reports(Conditions) 703 BROADWAY STREET,SUITE 510 1 Ersn Cntrl 503-639-4175 VANCOUVER,WA 98660 2 Fire Rated Conditions PHONE: PHONE: 360-695-7700 FAX: Total Fees: $18,945.69 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 accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or it work is suspended for more the 180 days. ATTENTION: Oregon law 4 uires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR octnn t_n nln Ihrn,,nh flap Drt9-e I 0 nu n, nhlakp a rnmr of the rulnc nr dirnrl en mctlnne to nl IMC by,Ilion Sn4 9'19 10127 nr 1 ann 119 9'1dd Issued By: f Permittee Signature: `„. "' ' Call 503.639.4 7:00 a.m.for the next available Inspection date. This permit card shall be kept In conspicuous place on the job ante until completion of the project. Approved pia s e required on the lob site at the time of each Inspection. Plumbing Permit ADDlicatineft fllrIVED Building Fixtures Cityof Tigard OCT 1 2Received $ 2022 Date/By: 1 0 1- , i PermitNo.: AA_A-d_r; _DC 'z"C 811 III 13125 SW Hall Blvd.,Tigard,OR 97223 Plan Review a Phone: 503.718.2439 Fax: 503.598. Other Permit No.: �('PY OF TIGARD DatuBy: I"1 f 122 i ii .AKi) Inspection Line: 503.639.4175 BUILDING DIVISION Date Ready/By: Doris: H See Page 2 for Internet: www.tigard-or.gov Notified/Method: Supplemental Information TYPE OF WORK FEE* SCHEDULE a New construction 0 Demolition For special information use checklist Description I Qty. I 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 Eit 1-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 ❑Accessory building SFR(3)bath 500.32 ❑Multi-family Each additional bath/kitchen 25.02 ❑Master builder ❑Other: Fire sprinkler ft. Page 2 C Q408q ) 1 as 169.6„ JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16869 SW Colorado LN Catch basin or area drain 18.76 Drywell,leach line,or trench drain 18.76 City/State/ZIP: Tigard, OR Footing drain(no.linear ft.:_) Page 2 Suite/bldg./apt.no.: Bld 4 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.:4..1 Fixture or item: Tax map/parcel no.: Backflow preventer 31.27 DESCRIPTION OP WORK Backwater valve 12.51 Clotheswasher Permit - MST2022-00348 hw hr25.02 Dishwasher 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 [a APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02 Business name: Wolcott Plumbing Medical gas(value:S_) 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/Stale/ZIP:Troutdale, OR 97060 Solar units(potable water) 62.54 Phone:(503*667-1781ext. 3081 Fax: :(503L667-9891 Tub/shower/shower pan 12.51 E-mail. CI iffb@woIcott.pro Urinal 25.02 Water closet 25.02 CONTRACTOR Water heater 37.52 Business name:Wolcott Plumbing Water piping/DWV 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:(503667-1781 ext.3081 Fax:(503667-9891 Plan review (25%of permit fee) 42.43 CCB Lie.: 112220 /� Plumbing Lic.no.: 26-824PB State surcharge(12%of permit fee) 20.37 Authorized signature:(?CAN a( ) �3esr f. a. - 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 bas been accepted as complete. "Fee methodology set by Tri-County Building Industry Service Board. r\Buildmg\PermitslPLMU-PermitApp.doc 10/01/09 440.4616T(10/07JCOM/WEB) City of Tigard 111 n COMMUNITY DEVELOPMENT DEPARTMENT TIGARD River Terrace South Rowhouse Supplemental Building Permit #: N151-26711-" ,"4?) Project Name: Sot R-ArGle-TeW -e Site Address: t bb SU) Cob'; (x Lot #: "Pact H Wt\ctw 4 , 0411 Land Use Case: PDR2021-00003 Rowhouse Standards Units Each rowhouse group consists of 2-3 attached units Lot Size 7,000sf - 8,000 (duplex) or 11,000sf (triplex) (Max 125,000sf in Area A) Lot Width ?20 ft Setbacks ) 'Front: 12 Porch: 8 y1Side: 0 Street Side (public): 8 Street Side (alley): 3 fJ Rear: 10 Rear (alley/private street): 0 Garage (no parking): 4 Garage (parking): 20 1 h Height J241ax height: 35 Actual Height: 75 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 façade Offset of the façade min. 2 ft in depth from neighboring unit Entrance i0pens onto front porch (can be located on side elevations) Porch/ Balcony 17Each dwelling unit includes one of the following: Porch, min. 48 sf with no horizontal dimension less than 6 ft ❑ 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 7610 exterior staircases to stories above the first story Windows Minimum 12% of area of all street-facing facades I ASuildingl,Porms'BldgPcrmitRvw ROW Supplemental 070722