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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 _ IITransmittal Letter r I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Julie Drinkwater DATEdED DEPT: BUILDING DIVISION FROM: Mark Baleme AUG 1 6 2023 COMPANY: Wolcott Plumbing CITY OF TIGARD BUILDING DIV SinN PHONE: 503-667-1781 X 3001 By: EMAIL: mbaleme@wolcott.pro RE: 16877 SW Colorado LN MST2022-00355 (Site Address) (Permit Number) South River Terrace/Bld 5/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: Vn/}3 Initials: 74C6 Fees Due: ❑ Yes ❑No Fee Description: Amount Due: $ , I AA„ Avyt. $ 45'' Special Instructions: Reprint Permit(per PE): ❑ Yes ❑No ❑ Done Applicant Notified: 1i,,, Date: //)/y3 Initials: 4-77 • 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 16 2023 Water-Based Systems Layout - Level IV CITY OF TIGARD Certification Expires: June 1, 2023 BUILDING DIVISION UPOn01 AquaSAFETM Fire Safety System OFFICE, COPY 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 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 0- C1 C2 E 100 S 90 D2 S 80 U70D - R 60 E 50 40 30 20 10 0 D1 r . . .. . .... .... 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 % 3A 1 1'A 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 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 Nodel 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 Vel = 3.73 H.2 119 0.0 0.75 Utr 2.0 9.000 150 18.475 to 2.000 0.0 HA 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 Eqiv 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 Egiv 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 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 (pg7? Sup LOOM Z?b LA) 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 Ulbonor, 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 k- 140 130 P 120 R 110 C1 D2 C2 E100 a ..• S 90 D. — S 80 U 70 R 60 E 50 40 30 20 10 ° D1 Wy....J.4. ... ... . . . . . . . I . . . 1 , . . . • . 1 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 /z '/. 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 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 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 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 Uponor, 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 Eqiv 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 Windha m N.H. USA 03087 18ST 2ozz.-003as City of Tigard 16g77 Coloracb Lh Deferral Until Occupancy Request TIGARD Washington County Transportation Development Tax (TDT),Transportation and Parks System Development Charges (SDCs) This form is to be signed and submitted prior building permit issuance or,if no building permit is required,then upon land use approval(TMC 3.24, as amended by Ordinance No. 21-09). Date: 10/3/2022 Site Address: 16877 SW Colorado Lane Project South River Terrace Land Use Case or MST2022-00355 Name: Bldg 5 Unit 1 Building Permit#: Tax Lot 2S107AD05200 Total Parks $6,336.00 #: Tract H Amount*: TDT N/A Total TSDC Amount: Amount*: $7,002.00 *The total TSDC amount shown above is the sum of$ 4,527.00 for TSDC-Improvement,$261.00 for TSDC- Reimbursement,and$2,214.00 for TSDC-River Terrace,if applicable.. *The total Parks SDC amount shown above is the sum of$ 5,129.00 for Parks-Improvement, $ 1,207.00 for Parks- Reimbursement,and either$ NIA for Parks-Neighborhood or$ N/A for Parks-Neighborhood River Terrace. This constitutes my request to defer payment of the TDT, TSDC, and Parks SDCs, as provided above, until occupancy. Payment of the TDT,TSDC, and Parks SDCs may be deferred until issuance of the occupancy permit. In requesting this option, I understand that any deferred TDT,TSDC, and Parks SDCs must be paid prior to final inspection or issuance of an occupancy permit. TDT may only be deferred if the TDT is greater than the amount for a single-family residence. I further understand that the amount of TDT due on deferred obligations shall be the amount in effect at the time of issuance of the building permit. For a deferral request to be accepted both the Property Owner and the Developer must sign this request. Property Owner: Own.u,r Ala.ww Aho-uha-fs,(Taylor Morrison NW) Date: 10/03/2022 Developer:Ow.ar Ala.w 'A19,9-14ua fy(Taylor Morrison NW) Date: 10/03/2022 Permit Coordinator: OA A 'V Date: 10/3/2022 REfl' fVED TaylorMorrison. DECEIVED Portland Division r 7 703 Broadway Street,Suite 710 AUG2 Vancouver,WA 98660 C G 4 ; CI IIIaHHO �JILDING DIVISION p. (360)-695-7700 CITY OF TIGARI_ taylormorrison.corn BUILDING DIVISION Tigard-Tualatin School District CET Exemption Form August 15, 2022 To Whom it May Concern— Pursuant to Tigard-Tualatin School District 23J Resolution 2122-13, the proposed Taylor Morrison NW, LLC dwelling unit(s) located at the address(es) below is/are exempt from the Tigard-Tualatin School District Construction Excise Tax. Exempt Dwelling Address(es): • 16877 SW Colorado LN • 16885 SW Colorado LN • 16893 SW Colorado LN Please contact me if you have any questions or concerns. Sincerely, Ezra Hammer Land Acquisition Manager Taylor Morrison NW,LLC (360) 816-7809 EHamtner@taylorinorrison.com taylorrri TaylorMorrison. � mo son. Homes rfSplr.0 Dy you COMMUNITIES CITY OF TIGARD MASTER PERMIT COMMUNITY DEVELOPMENT Permit I*: MST2022-00355 Date issued: 12/15/2022 T I r;A R I) 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S107AD05200 Jurisdiction: Tigard site address: 16877 SW COLORADO LN Subdivision: SOUTH RIVER TERRACE Lot: H Project: South River Terrace,Tract H,Building 5, Unit 1 Project Description: New attached dwelling(1 of 3)Units. NO FINAL UNTL 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: $392,120.07 Rear: 10 PLUMBING Sinks: 1 Water Closets: 4 Washing Mach: I. Laundry Trays: 0 Rain Drain: 1 Urinals: 0 Lavatories: 6 Dishwashers: I 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 9 Bckflw Prevntr: 0 Footing Drain: 100 Ice Maker: 1 Hose Bib: 2 Backwater Value: 1 Other Fixtures: 0 Drywall-Trench Drain: 0 Other Fixture Units: MECHANICAL Fuel Tapes 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 Fum>=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 edd'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 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: TAYLOR MORRISON NORTHWEST LLC WILLIAM LYON HOMES INC Required Items and Reports(Conditions) 703 BROADWAY ST STE 510 703 BROADWAY STREET,SUITE 510 1 Ersn Cntrl 503-639-4175 VANCOUVER,WA 98660 VANCOUVER,WA 98660 2 Fire Rated Conditions PHONE: PHONE; 360-695-7700 FAX: Total Fees: $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 If work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR oc,..nnl nntn thrn. P QF -nnl-nnon r4cln rem-or n11ha nJcc nr rltrnrf m,aclinnc to rN Mr Is,,rcllinn Sn4 919 11Qa7�ra tt4 Issued By: Perrnittee Signature: ~ = `-- Call 503.639.4175 7:00 a.m.for the next available inspection date. This permit card shall be kep i conspicuous place on the Job site until completion of the project. Approved plane are required on the lob site at the time of each Inspection. Electrical Permit Application FOR OFFICE USE ONLY City of Tigard Received Date/By. Patna i n 13125 SW Hall Blvd.,Tigard,OR 97223 Plan Review ---- Phone: 503.718.2439 Fax: 503.598.1960 Date By. Related Permit li: TIGARp Inspection Line: 503.639.4175 Ready Date/By. Avis- ® See Page 2 for e Internet: www.tigardmr.gov Notifled/hlethod Supplemental Information TYPE OF WORK PLAN, REVIEW - El New construction ❑ Addition/alteration/replacement Please check all that apply{submit 2 sets of plans w/items checked): ❑Service or feeder 400 amps or more 0 Building over three stories. ❑Demolition ❑Other: where the available fault current 0 Marinas and boatyards. CATEGORY OF CONSTRUCTION exceeds 10,000 amps at 150 volts or 0 Floating buildings Q I-and 2-famil} dwelling ❑Commercial:industrial o Accessory building less to ground,or exceeds 14,000 QCommercial-use agricultural 0 MUI[i-fantihamps for all other installations. buildings. - ❑Master builder 0 Other: ❑Fire pump. ❑Installation of 150 KVA or JOB SITE INFORMATION AND LOCATION ❑Emergency system. larger separately derived Job> : Job site address: 16877 SW Colorado LN ❑Addition of new motor load of system IOOHP or more. City!$tate;ll P Tigard,OR 97140 0 Six or more residential units. occupancy ❑Health-care facilities. 0 Recreational vehicle parks. Suite/bldg./apt.#:Building 5 Project name: South River Terrace ❑Hazardous locations ❑Supply voltage for more than 0 Service or feeder 600 amps or more. 600 Lofts nominal Cross street/directions to job site: FEE.SCHEDULE Description I Qrc 1 Each i Total I ti New residential single-or multi-family dwelling unit. Subdivision: South River Terrace Lot#: Tract H Includes attached garage, Tax map/parcel#: 1,000 sq.ft.or less 168.54 4 ,_ DESCRIPTION OF WORK Ea adds 500 sq.ft.or portion 3 33.92 101.76 1 -_-- Limited energy,residential Ness construction.Type SFU (with above sq.ft.) 75.00 2 Limited energy,muhi-tamily, 75.00 2 UNIT 1 residential(with above sq.ft.) ®.PROPERTY,O�YNER ❑ TENANT Renewable Energy 0 SeePage2 Name: Taylor Morrison Northwest LLC. Services or feeders installation,alteration,and/or relocation 200 amps or less 1 100,70 100.7 2 Address: 703 Broadway St.,Ste 710 201 amps to 400 amps 133.56 2 City/State/ZIP: Vancouver,WA 98660 401 amps to 600 amps 200.34 2 601 amps to 1,000 amps 301.04 2 Phone:( 360 )946 8674 Fax:( ) Over 1,000 amps or volts 552.26 2 Email: OAIamiAbouhafs(utlaylotmorrison.con-Permit$ubmittals nta lotmorrison,corn Temporary services or feeders installation,alteration,and/orU Y relocation Owner installation:This installation is being made on property that I own which is not 200 amps or less 59.36 I intended for sale,lease,rent,or exchange,according to ORS 447,449,670,and 701. 201 amps to 400 amps 125.08 2 Owner signature: Date: 401 amps to 599 amps 168.54 2 ❑ APPLICANT ❑ CONTACT PERSON Branch circuits—new,alteration,or extension,.•r panel A.Fee for branch circuits with Business name:Taylor Morrison Northwest LLC. above service or feeder fee, each branch circuit 7.42 2 Contact name: Omar Alami Abouhafs B Fee for branch circuits without Address: 703 Broadway St.,Ste 710 service or feeder fee,first 56 18 2 branch circuit City/State/ZIP: Vancouver,WA 98660 Each add'I branch circuit 7.42 2 Phone:(360 )946 8674 Fax: :( ) Miscellaneous(service or feeder not included) Each manufactured or modular dwelling,service and/or feeder 67.84 2 • Email:OAIamiAbouhafs'taylormorrison.com-PermitSubmittals it tavlomiorrison.com Reconnect only 67.84 2 CONTRACTOR Pump or irrigation circle 67.84 2 Business name: A LA(•1E )(i- C'I r r—+�I ` Y C ' Sign or outline lighting 67.84 2 Address: ?J. d 15 „rE Le(4(Tf1 tf•-e•- Jk-'1 P--+ 0..4- Signalnl, circuits)or limited-energy 0 �Page 2 2 l f v �'�/� panel,alteration,or extension. g City/State/ZIP:'Pp e_'TL `'It, , v n 2+ Each additional inspection over allowable in any of the above Phone:( _"1 Additional inspection(I hr min) 66.25/hr 5. Z : 3 i ci. Z, 9 Fax:( ) Investigation(I hr mint 90.00 hr Email: SG Industnal plant(I hr min) 78.18/hr )(It _t��(Y1 Inspections for which no fee is p � CCB Lic.: I l I j g 3`� Electrical Lic.: .►,• t a Suprv.Lic.: 4 -15tf s specifically listed(Yli.hr min) 90.001 tit , ELECTRICAL PERMIT FEES'Suprv.Electrician signature.required: 2 L ` ! �`/�`/LJ Subtotal: $202.46 Print name: F + permit-„ram ❑Date: Plan Review Required(25%of fee): State surcharge(12%of permit fee): Lest mod/M.10.19 PM Authorized signature: TOTAL PERMIT FEE: This permit application expires if a permit is not obtained within 180 Print name: p i * Date: 1$W1 P§Oi...� days after it has been accepted as complete- ' Number of inspections allowed per permit I'tBuildingiPermitetELC PrrmiApp EIR__ERE doe Rev 06r17;2015 440-4615T(11/05fC0M,M1i•EB Plumbing Permit Application . Building Fixtures FOR OFFICE USE ONLY City of Tigard Received litate/By Permit No.: Ill 4 w 13125 SW Hall Blvd.,Tigard,OR 97223 plan Review Phone: 503.718.2439 Fax: 503.598.1960 Date/By: Other Permit No.: "C t G A R D Inspection Line: 503.639.4175 Date Ready/By: kris: El Sec Page 2 for Internet: www.ligard-or.gov Notined/Method: Supplemental Information TYPE OF WORK FEE* SCHEDULE e New constructiontruction ❑Demolition For special information use checklist. Description I Qty. I Ea. I Total ❑Addition/alteration/replacement 0 Other New I-2-family dwellings(includes 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 X1-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 SFR(3)bath 1 500.32 500.32 ❑Accessory building Multi-family 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: 16877 SW Colorado LN Catch basin or area drain 18.76 1 City/State/ZIP:Tigard,OR 97224 Drywell,leach line,or trench drain 16.76 Footing drain(no.linear ft.:_) 1 Page 2 Suite/bldg./apt.no.Building 5 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.: Tract H Fixture or item: Tax map/parcel no.: Backflow preventer 31.27 DESCRIPTION OF WORK Backwater valve 12.51 Clothes washer 1 25.02 25.02 New construction-Type SFU Dishwasher 1 25.02 25.02 UNIT 1 Drinking fountain 25.02 Ejectors/sump 25.02 Cr PROPERTY OWNER I ❑ TENANT Expansion tank 12.51 Fixture/sewer cap 25.02 Name: Taylor Morrison Northwest LLC. Floor drain/floor sirtk/hub 25.02 Address:703 Broadway St.,Ste 510 , Garbage disposal 25.02 City/State/ZIP:Vancouver,WA 98660 Hose bib 2 25.02 50.04 Phone:(360)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 Alami Abouhafs Primer 12.51 Roof drain(commercial) 12.51 Address:703 Broadway St.,Ste 510 Sink/basin/lavatory 25.02 City/State/ZIP:Vancouver,WA 98660 Solar units(potable water) 62.54 Phone:(360)695-7700 Fax::(360)693-4442 Tub/shower/shower pan 12.51 Urinal 25.02 E-mail:permstsubmittalsr@taylOrmorriSOtl.COm - . Water closet 25.02 CONTRACTOR Water heater 37.52 Business name:G&B Plumbing&Sons Inc Water pip ng'I71VV 56.29 Address:P.O.Box 92 Other. 25.02 City/State/ZIP:St.Paul,OR 97137 Subtotal 600.40 Phone:(503)868-1417 Fax:(971)727-8170 Minimum permit fee: $72.50 CCB Lic.:184372 Plumbing Lie.no.:pb634 Plan review (25%of permit fee) State surcharge(12%of permit fee) Authorized signature: �� TOTAL PERMIT FEE Print name:Steve Fowler Date: 10/30/20 This permit application expires if a permit Is not obtained within ISO days after it has been accepted as complete. *Fee methodology set by Tri-County Building Industry Service Board 1,1BvilcI tPcrmas.PLMU-PemitApp dnc 10/01A9 440-4e I6T(IO/OL'COM'WEB) Plumbing Permit Application RECEIVE Building Fixtures Cityof Tigardeceived Permit No: j g OCT0 C T 1 0 Date/By: I u l J- 3-a' �-- ,4,i�--,30,�. -po_55 • 13125 SW Hall Blvd.,Tigard,OR 97223 Plan Review i�)/�/ l . S Phone: 503.718.2439 Fax: 503.598.19 / .1 �({ Other Permit No.: InspectionLine: 503.639.4175 BUILDING D VITY OF ASIONN��y TIGARD ate Ready/By: lwis: id See Paget for Internet: www.tigard-or.gov otiSed/Metltod: Supplemental Information TYPE OF WORK FEE* SCHEDULE a New construction 0 Demolition For special information use checklist Description I Qty. I Ea. 1 Total O 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 ER1-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 SFR(3)bath 500.32 ❑Accessory building ❑Multi-family Each additional bath/kitchen 25.02 ❑Master builder ❑Other: Fire sprinkler Q q.ft.) 1 Page 2 169.66 JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16877 SW Colorado LN Catch basin or area drain 18.76 Drywell,leach line,or trench drain 18.76 City/State/LIP: Tigard, OR g Footing drain(no,linear ft.:_) Page 2 Suite/bldg./apt.no.: Bld 5 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.:5-#1 Fixture or item: Tax map/parcel no.: Backflow preventer 31.27 Backwater valve 12.51 DESCRIPTION OF WORKClothes Permit - MST2022-00355 Dishwasher washer 25.02 Dishwasher 25.02 Multi-Purpose Fire Sprinklers Drinking fountain 25.02 Ejectors/sump 25.02 Ca PROPERTY OWNER I ❑ TENANT Expansion tank 12.51 Name: Taylor Morrison Fixtwe/sewercap 25.02 Floor drain/floor sink/hub 25.02 Address: 703 Broadway St unit 510 Garbage disposal 25.02 City/State/ZIP: Vancouver, WA 98660 Hose bib 25.02 Phone:(360) 695-7700 Fax:( ) Ice maker 12.51 ER APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02 Medical gas(value:$___) Page 2 Business name: Wolcott Plumbing Primer 12.51 Contact name: Cliff Bowman Roof drain(commercial) 12.51 Address:1075 W Historic Columbia River Hwy Sink/basin/lavatory 25.02 City/State/ZIP:Troutdale, OR 97060 Solar units(potable water) 62.54 Phone:(503)-667-1781ext. 3081 Fax::( 503-667-9891 Tub/shower/shower pan 12.51 E-mail: cliffb@wolcott.pro Urinal 25.02 Water closet 25.02 CONTRACTOR Water heater 37.52 Business name:Wolcott Plumbing Waterpiping/DWY 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:(503).667-9891 Plan review (25%of permit fee) 42.43 CCB Lie.: 112220 G/am//v" / Plumbing Lic.no.: 26-824PB State surcharge(12%of permit fee) 20.37 Authorized signature:C el. !U� �dGft�4LCL+L TOTAL PERMIT FEE 232.49 Print name: �C Date: 10/10/22 This permit application expires if a permit is not obtained within 180 days CIl I 1 Bow after it has been accepted as complete. "Fee methodology set by Tri-County Building Industry Service Board. L\Building1 Permits\PLMU-PermttApp.doc 10/01/09 440-4616T(10/02/COMWEB) Bdilding Permit Submittal Original Submittal Date: 120'1'7/2-2- Site Plans #: Building Plans #: Building Permit #: lding permit # entered on page 1 Workflow Routing: 1lanning ineering;.-0—Permit Coordinator,a-Building Workflow Sign-off: 6Sign-off for Planning (include notes from planning review) Route Documents: Engineering: (1) copy of permit application, (1) site plan, (1 _building plan and original plan review routing form. ,0-Building: original permit application, site plans, building plans, engineer and beam calculations and trust details, if applicable, etc. /�Permit Technician: (reek) l//e ,✓/0c 4 /�1,1 ,C `y;�� O. - ate: �/� Notes t� Engineering Review [17/Slope at building pad verified Slope: Z/.; ,7/ 'Conditions met prior to issuance of permit It-Easements (encroachments) per engineering conditions of approval and plat Water Quality/Quantity Facility: Assess Water Quality Fee in-lieu: ❑ Yes i>a'Kio Assess Water Quantity Fee in-lieu: ❑ Yes /PA ° LIDA Facility on lot: ❑ Yes i No Add Fee: ❑ Yes 0 No p/Final Plat Recorded El NOT Approved: Date: Notes q► Approved By Engineering: Date: �//Z11 ems' Revision 1: 0 Approved El N t Approved Date: Revision 2: ❑ Approved ❑ Not Approved Date: Permit Coordinator Review Z(Conditions met prior to permit issuance ❑ Approved, NOT Released: Date notified applicant: ❑ ENG Revisions Required: Date notified applicant: 'SDC Exemption: ❑ Applied for ❑ Received ,ef Does not apply CpSDC Fees Entered: Wash Co Trans Dev Tax: 4 Yes 0 N/A Tigard Trans SDC: /6 Yes ❑ N/A 'Deferred Parks SDC: (Yes ❑ N/A , Deferred LIDA ❑ Yes ❑ N/A A ,i6 OK to Issue/Approved by Permit Coordinator: Date: LD(31?.oZZ- Revision 1: 0 Approved CI Not Approved V , Date: Revision 2: 0 Approved 0 Not Approved Date: City of Tigard COMMUNITY DEVELOPMENT DEPARTMENT TIGARD River Terrace South Rowhouse Supplemental Building Permit #: 051 LZ'd03SS Project Name: So'h e4ifir ACC Site Address: I (p 1li SW C©tO(MD U(/" Lot #(1-faa l l 10NC5 , Wvi-t' 1 Land Use Case: PDR2021-00003 Rowhouse Standards Units Each rowhouse group consists of 2-3 attached units Lot Size YND5,000sf - 8,000 (duplex) or 11,000sf (triplex) (Max 125,000sf in Area A) Lot Width 3R20 ft Setbacks 'front: 12 Porch: 8 /IR,Side: 0 Street Side (public): 8 Street Side (alley): 3 !)KGRear: 10 Rear (alley/private street): 0 Garage (no parking): 4 Garage (parking): 20 HeightMax height: 35 Actual Height: LS 1 ' 75 Definition 7()Each 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 facade yOffset of the façade min. 2 ft in depth from neighboring unit Entrance • Opens onto front porch (can be located on side elevations) Porch/ Balcony 4, Each dwelling unit includes one of the following: 21-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 KSloped, pitch between 4/12 and 14/12 Staircases •ki No exterior staircases to stories above the first story Windows gl, Minimum 12% of area of all street-facing facades \q2•55 1 • I\Building\Forms\BldgPermilRvw_ROW Supplemental 070722 Parking ISPer Parking Plan Exhibit C, Sheet 10.1 and 10.2 Off s, reet parking is accessed through: Triplexes: Tandem driveways that meet the following: hared 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 ❑ Duplexes: Tandem driveways that meet the following: E No more than 1 access is provided for every two units (rounded up) E Tandem driveway is 28.5 wide ❑ Spaced at least 23.75 ft apart spaces are at least 20 feet from street property lines, except alleys Pathway T25 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: ?-1--------.,- Date: /a3/a-e