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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. 1111111 le City of Tigard Transmittal Letter • COMMUNITY DEVELOPMENT DEPARTMENT T ),A111) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Julie Drinkwater DATIVE DEPT: BUILDING DIVISION AUG 16 2023 FROM: Mark Baleme CITY OF TIGARD COMPANY: Wolcott Plumbing BUILDING DIVISION PHONE: 503-667-1781 X 3001 BY'4 T EMAIL: mbaleme@wolcott.pro RE: 16837 SW Colorado LN MST2022-00343 (Site Address) (Permit Number) South River Ten-ace/Bld 3/Unit 2 (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: h/-f?-3 Initials: Fees Due: ❑Yes ❑No Fee Description: Amount Due: $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: (i3 t j- Date: 7111r3 Initials:gm 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: 023 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 OFFICE COP", l cet?, -1 4( eatt b Lin) Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-One Head Calculation (H.4) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 2 TIGARD OR Remote Area : 1 Contract : 43463F 002 R1 Data File : 43463F 002 R1 2 Story Triplex, Unit 2 + 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.4) 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 002 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 82.33 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.4) 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 : 82.325 Hose ( Demand ) : 5 D3 - System Demand : 21.974 Safety Margin : 25.612 150 t 140 130 = P 120 C1 R 110 C2 E 100 ; -� S 90 D2 S 80 U 70 D3! R 60 E 50 40 30 20 10 q D1 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.4) 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 -One Head Calculation (H.4) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 100 300.0 107.936 21.97 82.325 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 119.0 4.9 12.0 16.97 0.05 324 H.3 119.0 13.77 H.1 119.0 14.95 T.17 119.0 18.48 H.2 119.0 19.14 T.18 119.0 19.33 H.5 119.0 19.43 T.23 119.0 19.55 H.11 119.0 19.86 T.24 119.0 20.44 T.37 109.0 25.33 S.1 109.0 25.85 PRV 95.0 47.49 SMTR 95.0 61.61 TEE 95.0 64.97 5.0 MTR 95.0 76.35 CRB 95.0 80.0 STR 95.0 82.32 H.7 119.0 13.47 T.21 119.0 14.94 T.22 119.0 19.36 T.35 109.0 24.73 T.36 109.0 24.8 T.25 109.0 23.07 H.12 109.0 23.68 T.27 109.0 24.09 T.28 109.0 24.14 H.15 109.0 24.22 T.32 109.0 24.28 T.33 109.0 24.69 H.13 109.0 23.5 T.26 109.0 23.92 T.29 109.0 24.26 H.16 109.0 24.31 T.34 109.0 24.38 H.6 119.0 19.38 T.19 119.0 19.59 H.8 119.0 19.93 T.20 119.0 20.0 H.9 119.0 20.16 H.10 119.0 20.24 H.14 109.0 24.12 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.4) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf H.4 119 4.90 8.25 0.75 Utr 2.0 10.000 150 12.000 to 2.000 0.0 H.3 119 8.25 0.671 12.000 0.1473 1.768 Vel = 7.49 H.3 119 0.0 0.75 Utr 2.0 6.000 150 13.768 to 2.000 0.0 H.1 119 8.25 0.671 8.000 0.1474 1.179 Vel = 7.49 H.1 119 0.0 0.75 Utb 17.0 5.000 150 14.947 to Utr 2.0 19.000 0.0 T.17 119 8.25 0.671 24.000 0.1474 3.537 Vel = 7.49 T.17 119 -5.19 0.75 Utb 17.0 9.000 150 18.484 to Utr 2.0 19.000 0.0 H.2 119 3.06 0.671 28.000 0.0236 0.660 Vel = 2.78 H.2 119 0.0 0.75 Utr 2.0 6.000 150 19.144 to 2.000 0.0 T.18 119 3.06 0.671 8.000 0.0235 0.188 Vel = 2.78 T.18 119 -1.95 0.75 Utb 17.0 7.000 150 19.332 to Utr 2.0 19.000 0.0 H.5 119 1.11 0.671 26.000 0.0037 0.095 Vel = 1.01 H.5 119 0.0 0.75 Utb 17.0 16.000 150 19.427 to 17.000 0.0 T.23 119 1.11 0.671 33.000 0.0036 0.120 Vel = 1.01 T.23 119 1.75 0.75 Utr 2.0 13.000 150 19.547 to 2.000 0.0 H.11 119 2.86 0.671 15.000 0.0208 0.312 Vel = 2.59 H.11 119 0.0 0.75 Utb 17.0 11.000 150 19.859 to 17.000 0.0 T.24 119 2.86 0.671 28.000 0.0208 0.583 Vel = 2.59 T.24 119 2.00 1 Utb 17.0 19.973 150 20.442 to 14.000 4.331 T.37 109 4.86 0.862 33.973 0.0164 0.556 Vel = 2.67 T.37 109 12.11 1.25 T 2.44 6.000 150 25.329 to 2.440 0.0 S.1 109 16.97 1.054 8.440 0.0621 0.524 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 25.853 to 1.220 21.063 ** Fixed Loss = 15 PRV 95 16.97 1.054 9.220 0.0623 0.574 Vel = 6.24 PRV 95 0.0 1.25 2.000 150 47.490 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 61.614 to G 0.407 4.067 0.0 TEE 95 16.97 1.054 T 2.44 54.067 0.0621 3.358 Vel = 6.24 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 64.972 to E 1.22 3.661 6.000 ** Fixed Loss =6 MTR 95 21.97 1.054 53.661 0.1002 5.375 Vel = 8.08 MTR 95 0.0 1 20.000 150 76.347 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.4) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ****"" Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf CRB 95 0.0 1 10.000 150 79.999 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 82.325 K Factor= 2.42 H.4 119 8.73 0.75 Utr 2.0 7.000 150 12.000 to 2.000 0.0 H.7 119 8.73 0.671 9.000 0.1636 1.472 Vel = 7.92 H.7 119 0.0 0.75 Utr 2.0 7.000 150 13.472 to 2.000 0.0 T.21 119 8.73 0.671 9.000 0.1637 1.473 Vel = 7.92 T.21 119 0.0 0.75 Utb 17.0 10.000 150 14.945 to 17.000 0.0 T.22 119 8.73 0.671 27.000 0.1636 4.417 Vel = 7.92 T.22 119 -1.75 1 Utb 17.0 18.460 150 19.362 to 14.000 4.331 T.35 109 6.98 0.862 32.460 0.0319 1.037 Vel = 3.84 T.35 109 5.13 1.25 2.000 150 24.730 to 0.0 T.36 109 12.11 1.054 2.000 0.0335 0.067 Vel = 4.45 T.36 109 0.0 1.25 Utr 4.0 1.000 150 24.797 to Uel 11.0 15.000 0.0 T.37 109 12.11 1.054 16.000 0.0332 0.532 Vel = 4.45 0.0 T.37 12.11 25.329 K Factor = 2.41 T.17 119 5.19 1 14.000 150 18.484 to 4.331 T.25 109 5.19 0.862 14.000 0.0184 0.258 Vel = 2.85 T.25 109 -2.37 0.75 Utb 17.0 11.000 150 23.073 to Utr 2.0 19.000 0.0 H.12 109 2.82 0.671 30.000 0.0203 0.609 Vel = 2.56 H.12 109 0.0 0.75 Utr 2.0 18.000 150 23.682 to 2.000 0.0 T.27 109 2.82 0.671 20.000 0.0204 0.407 Vel = 2.56 T.27 109 -0.59 0.75 Utr 2.0 2.000 150 24.089 to 2.000 0.0 T.28 109 2.23 0.671 4.000 0.0130 0.052 Vel = 2.02 T.28 109 0.59 0.75 Utr 2.0 2.000 150 24.141 to 2.000 0.0 H.15 109 2.82 0.671 4.000 0.0202 0.081 Vel = 2.56 H.15 109 0.0 0.75 Utr 2.0 1.000 150 24.222 to 2.000 0.0 T.32 109 2.82 0.671 3.000 0.0203 0.061 Vel = 2.56 T.32 109 0.0 0.75 Utb 17.0 3.000 150 24.283 to 17.000 0.0 T.33 109 2.82 0.671 20.000 0.0203 0.406 Vel = 2.56 T.33 109 2.32 1.25 Utr 4.0 2.000 150 24.689 to 4.000 0.0 T.35 109 5.14 1.054 6.000 0.0068 0.041 Vel = 1.89 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.4) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 0.0 T.35 5.14 24.730 K Factor= 1.03 T.25 109 2.36 0.75 Utb 17.0 10.000 150 23.073 to Utr 2.0 19.000 0.0 H.13 109 2.36 0.671 29.000 0.0146 0.423 Vel= 2.14 H.13 109 0.0 0.75 Utb 17.0 12.000 150 23.496 to 17.000 0.0 T.26 109 2.36 0.671 29.000 0.0146 0.422 Vel = 2.14 T.26 109 -0.05 0.75 Utr 2.0 5.000 150 23.918 to Utb 17.0 19.000 0.0 T.29 109 2.31 0.671 24.000 0.0140 0.337 Vel = 2.10 T.29 109 0.0 0.75 Utr 2.0 2.000 150 24.255 to 2.000 0.0 H.16 109 2.31 0.671 4.000 0.0140 0.056 Vel = 2.10 H.16 109 0.0 0.75 Utr 2.0 3.000 150 24.311 to 2.000 0.0 T.34 109 2.31 0.671 5.000 0.0140 0.070 Vel = 2.10 T.34 109 0.0 0.75 Utb 17.0 5.000 150 24.381 to 17.000 0.0 T.33 109 2.31 0.671 22.000 0.0140 0.308 Vel = 2.10 0.0 T.33 2.31 24.689 K Factor= 0.46 T.18 119 1.95 0.75 Utr 2.0 3.000 150 19.332 to 2.000 0.0 H.6 119 1.95 0.671 5.000 0.0104 0.052 Vel = 1.77 H.6 119 0.0 0.75 Utb 17.0 3.000 150 19.384 to 17.000 0.0 T.19 119 1.95 0.671 20.000 0.0102 0.204 Vel = 1.77 T.19 119 0.05 0.75 Utb 17.0 4.000 150 19.588 to Uel 11.0 28.000 0.0 H.8 119 2.0 0.671 32.000 0.0107 0.341 Vel = 1.81 H.8 119 0.0 0.75 Utr 2.0 5.000 150 19.929 to 2.000 0.0 T.20 119 2.0 0.671 7.000 0.0107 0.075 Vel = 1.81 T.20 119 0.0 0.75 Utr 2.0 13.000 150 20.004 to 2.000 0.0 H.9 119 2.0 0.671 15.000 0.0107 0.160 Vel = 1.81 H.9 119 0.0 0.75 Utr 2.0 5.000 150 20.164 to 2.000 0.0 H.10 119 2.0 0.671 7.000 0.0107 0.075 Vel = 1.81 H.10 119 0.0 0.75 Utb 17.0 2.000 150 20.239 to 17.000 0.0 T.24 119 2.0 0.671 19.000 0.0107 0.203 Vel= 1.81 0.0 T.24 2.00 20.442 K Factor= 0.44 T.22 119 1.75 0.75 Utr 2.0 3.000 150 19.362 to Utb 17.0 19.000 0.0 T.23 119 1.75 0.671 22.000 0.0084 0.185 Vel = 1.59 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.4) Date 3/10/2023 Nadel 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.23 1.75 19.547 K Factor= 0.40 T.19 119 -0.05 1 21.214 150 19.588 to 4.331 T.26 109 -0.05 0.862 21.214 0 -0.001 Vel = 0.03 0.0 T.26 -0.05 23.918 K Factor= -0.01 T.27 109 0.60 0.75 Utb 17.0 5.000 150 24.089 to Utr 2.0 19.000 0.0 H.14 109 0.6 0.671 24.000 0.0011 0.027 Vel = 0.54 H.14 109 0.0 0.75 Utb 17.0 5.000 150 24.116 to 17.000 0.0 T.28 109 0.6 0.671 22.000 0.0011 0.025 Vel = 0.54 0.0 T.28 0.60 24.141 K Factor= 0.12 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 OFFICE COP l (ee3Z 5.0 !ow,2a.Jo tit) Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE -Two Head Calculation (H.7 & H.5) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 2 TIGARD OR Remote Area : 1 Contract : 43463F 002 R1 Data File : 43463F 002 R1 2 Story Triplex, Unit 2 + Mirror.wx2 419 ,ti NI u I icn nQnR7 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-Two Head Calculation (H.7 &H.5) 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 002 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. 6235 Psi Required 91.56 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. Well R Residual (Psi) - 100 Other Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y . .. . .. _ _ ri_..... 444 IA/i...lhom AI I-I I ISA fl fl 7 Water Supply Curve Page 2 Uponor, Inc. Date 2/10/2023 SOUTH RIVER TERRACE -Two Head Calculation (H.7 & H.5) Demand: City Water Supply: -Cl -Static Pressure : 108 D1 D2 - Eati Elevation Flow : 4 10.394 C2 - Residual Pressure: 100 D2-System Pressure : 91.563 C2 - Residual Flow 300 Hose ( Demand ) : 5 D3 -System Demand : 31.624 Safety Margin : 16.313 150 140 130 P 120 C1 R 110 o C2 E 100 D2 S 90 S 80 D , 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 Page 3 Uponor, Inc. Date 3/10l2023 SOUTH RIVER TERRACE-Two Head Calculation (H.7 & H.5) Fitting Legend Abbrev. Name '/� 9/4 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 TG NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 NFPA 13 90'Flow thru Tee 13 4 5 1 11 12 61 63 10 12 1 B 0 05 07 00 05 30 0 05 00 00 01 01 01 0 1 102 Ut " Aquapex9eElbow 0 0 Ut Aquapex Tee-Branch 1 27 24 4 22 17 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr* 0 Aquapex Tee-Run 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.7 & H.5) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 100 300.0 107.875 31.62 91.563 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 119.0 4.9 7.04 13.0 0.05 256 T.21 119.0 8.25 T.22 119.0 11.87 T.35 109.0 18.32 T.36 109.0 18.47 T.37 109.0 19.63 S.1 109.0 20.83 PRV 95.0 43.21 SMTR 95.0 57.5 TEE 95.0 65.22 5.0 MTR 95.0 81.76 CRB 95.0 87.96 STR 95.0 91.56 H.4 119.0 7.6 H.3 119.0 8.34 H.1 119.0 8.84 T.17 119.0 10.32 T.25 109.0 15.05 H.12 109.0 16.25 T.27 109.0 17.05 T.28 109.0 17.15 H.15 109.0 17.31 T.32 109.0 17.43 T.33 109.0 18.22 H.2 119.0 10.17 T.18 119.0 10.13 H.6 119.0 10.42 T.19 119.0 11.6 H.8 119.0 12.5 T.20 119.0 12.69 H.9 119.0 13.12 H.10 119.0 13.31 T.24 119.0 13.85 H.5 119.0 4.9 7.73 13.62 0.05 256 T.23 119.0 11.53 H.11 119.0 12.34 H.13 109.0 15.51 T.26 109.0 15.97 T.29 109.0 16.96 H.16 109.0 17.12 T.34 109.0 17.32 H.14 109.0 17.1 . .. , r ...,.. Ill \A/inrlham N H IISA 03087 Frnal Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-Two Head Calculation (H.7 & H.5) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt *,* .,, Notes ****** to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf1Ft Pf H.7 119 4.90 7.84 0.75 Utr 2.0 7.000 150 7.040 to 2.000 0.0 T.21 119 7.84 0.671 9.000 0.1342 1.208 Vel = 7.11 T.21 119 0.0 0.75 Utb 17.0 10.000 150 8.248 to 17.000 0.0 T.22 119 7.84 0.671 27.000 0.1341 3.622 Vel = 7.11 T.22 119 2.43 1 Utb 17.0 18.460 150 11.870 to 14.000 4.331 T.35 109 10.27 0.862 32.460 0.0653 2.120 Vel = 5.65 T.35 109 8.20 1.25 2.000 150 18.321 to 0.0 T.36 109 18.47 1.054 2.000 0.0725 0.145 Vel = 6.79 T.36 109 0.0 1.25 Utr 4.0 1.000 150 18.466 to Uel 11.0 15.000 0.0 T.37 109 18.47 1.054 16.000 0.0726 1.162 Vel = 6.79 T.37 109 8.15 1.25 T 2.44 6.000 150 19.628 to 2.440 0.0 S.1 109 26.62 1.054 8.440 0.1429 1.206 Vel = 9.79 S.1 109 0.0 1.25 E 1.22 8.0000 150 201.834 1. 063 ** Fixed Loss= 15 to PRV 95 26.62 1.054 9.220 0.1428 1.317 VeI = 9.79 PRV 95 0.0 1.25 2.000 150 43.214 14.000 ** Fixed Loss = 14 to SMTR 95 26.62 1.054 2.000 0.1430 0.286 Vel = 9.79 SMTR 95 0.0 1.25 E 1.22 50.000 150 57.500 to G 0.407 4.067 0.0 TEE 95 26.62 1.054 T 2.44 54.067 0.1428 7.723 Vel = 9.79 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 65.223 to E 1.22 3.661 6.000 ** Fixed Loss = 6 MTR 95 31.62 1.054 53.661 0.1964 10.539 Vel = 11.63 MTR 95 0.0 1 20.000 150 81.762 to 1.000 ** Fixed Loss = 1 CRB 95 31.62 0.995 20.000 0.2600 5.200 Vel = 13.05 CRB 95 0.0 1 10.000 150 87.962 1.000 ** Fixed Loss = 1 to STR 95 31.62 0.995 10.000 0.2601 2.601 Vel = 13.05 0.0 STR 31.62 91.563 K Factor= 3.30 H.7 119 5.16 0.75 Utr 2.0 2.0007.000 150 7.040 to H.4 119 5.16 0.671 9.000 0.0619 0.557 Vel = 4.68 H.4 119 0.0 0.75 Utr 2.0 10.000 150 7.597 to 2.000 0.0 H.3 119 5.16 0.671 12.000 0.0620 0.744 Vel = 4.68 H.3 119 0.0 0.75 Utr 2.0 6.000 150 8.341 to 2.000 0.0 H.1 119 5.16 0.671 8.000 0.0619 0.495 Vel = 4.68 H.1 119 0.0 0.75 Utb 17.0 5.000 150 8.836 to Utr 2.0 19.000 0.0 T.17 119 5.16 0.671 24.000 0.0619 1.486 Vel = 4.68 . .. .__.__ .__ o...,a.. 111 mti,ham N H_ USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE-Two Head Calculation (H.7&H.5) 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.10 119 0.0 0.75 Utb 17.0 2.000 150 13.313 to 17.000 0.0 T.24 119 3.37 0.671 19.000 0.0282 0.535 Vet= 3.06 T.24 119 4.79 1 Utb 17.0 19.973 150 13.848 to 14.000 4.331 T.37 109 8.16 0.862 33.973 0.0427 1.449 Vel = 4.49 0.0 T.37 8.16 19.628 K Factor= 1.84 T.18 119 -6.40 0.75 Utb 17.0 7.000 150 10.127 to Utr 2.0 19.000 0.0 H.5 119 -6.4 0.671 26.000 -0.0922 -2.398 Vel = 5.81 H.5 119 4.90 13.62 0.75 Utb 17.0 16.000 150 7.729 to 17.000 0.0 T.23 119 7.22 0.671 33.000 0.1152 3.802 Vel = 6.55 T.23 119 -2.43 0.75 Utr 2.0 13.000 150 11.531 to 2.000 0.0 H.11 119 4.79 0.671 15.000 0.0539 0.808 Vel = 4.35 H.11 119 0.0 0.75 Utb 17.0 11.000 150 12.339 to 17.000 0.0 T.24 119 4.79 0.671 28.000 0.0539 1.509 Vel = 4.35 0.0 T.24 4.79 13.848 K Factor= 1.29 T.25 109 2.48 0.75 Utb 17.0 10.000 150 15.051 to Utr 2.0 19.000 0.0 H.13 109 2.48 0.671 29.000 0.0159 0.462 Vel = 2.25 H.13 109 0.0 0.75 Utb 17.0 12.000 150 15.513 to 17.000 0.0 T.26 109 2.48 0.671 29.000 0.0159 0.461 Vel = 2.25 T.26 109 1.64 0.75 Utr 2.0 5.000 150 15.974 to Utb 17.0 19.000 0.0 T.29 109 4.12 0.671 24.000 0.0409 0.982 Vel = 3.74 T.29 109 0.0 0.75 Utr 2.0 2.000 150 16.956 to 2.000 0.0 H.16 109 4.12 0.671 4.000 0.0410 0.164 Vel = 3.74 H.16 109 0.0 0.75 Utr 2.0 3.000 150 17.120 to 2.000 0.0 T.34 109 4.12 0.671 5.000 0.0408 0.204 Vel = 3.74 T.34 109 0.0 0.75 Utb 17.0 5.000 150 17.324 to 17.000 0.0 T.33 109 4.12 0.671 22.000 0.0409 0.900 Vel = 3.74 0.0 T.33 4.12 18.224 K Factor= 0.97 T.23 119 2.43 0.75 Utr 2.0 3.000 150 11.531 to Utb 17.0 19.000 0.0 T.22 119 2.43 0.671 22.000 0.0154 0.339 Vel = 2.20 0.0 T.22 2.43 11.870 K Factor= 0.71 .__ i__ ,z,-. +,. 111 1Ninriham N H I1SA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 SOUTH RIVER TERRACE-Two Head Calculation (H.7& H.5) Date 3/10/2023 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt Notes """" to or Ftngs Pe Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.19 119 1.65 1 21.214 150 11.596 to 4.331 T.26 109 1.65 0.862 21.214 0.0022 0.047 Vel = 0.91 0.0 T.26 1.65 15.974 K Factor= 0.41 T.27 109 0.86 0.75 Utb 17.0 5.000 150 17.045 to Utr 2.0 19.000 0.0 H.14 109 0.86 0.671 24.000 0.0022 0.053 Vel = 0.78 H.14 109 0.0 0.75 Utb 17.0 5.000 150 17.098 to 17.000 0.0 T.28 109 0.86 0.671 22.000 0.0023 0.050 Vel = 0.78 0.0 T.28 0.86 17.148 K Factor = 0.21 -_.__ o,,,.+e 111 \Alinriham N.H. USA 03087 Plumbing Permit hi f it VED Building Fixt ( FOR OFFICE USE ONLY Cl of IEard 6 2E�23 Received WI'W UU N/1 A q [o� Date/By: Permit No.: ','Jl • 13125 SW Hall Blvd.,Tigar 972Z3� Plan Review g Phone: 503.718.2439 Fax: 503.59 Date/By: Other Permit No.: T I G A R U Inspection Line: 503.639.4175 OF TIGARD Date Ready/By: hula: 65 See Page 2 for Internet: www.tigard-or.gov BUILDING DIVISION Notified/Method: Supplemental Information TYPE OF WORK FEE* SCHEDULE ''New construction ❑Demolition For special information use checklist Description I Qty. I Ea. Total 0 Addition/alteration/replacement ❑ Other: New 1-2-family dwellings(includes 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 VI-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 ❑Accessory building 0 Multi-family SFR(3)bath 500.32 Each additional bath/kitchen 25.02 ❑Master builder ❑Other: Fire sprinkler( sq.ft.) Page 2 JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16837 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.: 3 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.: 2 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 V/IPROPERTY OWNER I 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 APPLICANT ❑ 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 9866CF 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 Water closet 25.02 CONTRACTOR "`"^t Water heater 37.52 Business name: BDL plumbing Water P tp to wv 56.29 Address: 301 ne curtis dr Other: 25.02 city/state/zip: Corbett, OK 97019 Subtotal Phone:(503P656055 Fax:( ) Minimum permit fee: S72.50 CCB Lie.: 180345 Plumbing Lic.no.: PB 1582 Plan review (25%of permit fee) State surcharge(12%of permit fee) Authorized signature: ___f? TOTAL PERMIT FEE Print name: Logan Riddell Date:9/27/23 This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. *Fee methodology set by Tri-County Building Industry Service Board. 1:1Bulding\Pmnits\PLMU•PennitApp.doa 10/01/09 440-4616T(10/021COMiwEB) 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 Drain-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 Qty. Fee(ea) Total each additional$100.00 or fraction thereof,to Other Inspections or Fees 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 Quail,by Fixture Type Plan review is required for any of the following. Fixture Type for Replace/ Please check all that apply. Work Performed: Capped I 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 El New exterior plumbing site utilities for any complex structure as defined in OAR918-780-0040. -Drive Thm Cuspidor/Water Aspirator - ❑ Medical gas and vacuum systems for health care facilities. ❑ Any multipurpose fire sprinkler system. Dishwasher: -Commercial -Domestic 0 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: -IavBar 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 Ms��22`a�� City of Tigard 1� L d Deferral Until Occupancy Request • Washington County Transportation Development Tax (TDT),Transportation and Parks System Development Charges (SDCs) This form is to be signed and submitted prior building permit issuance or, if no building permit is required,then upon land use approval(TMC 3.24, as amended by Ordinance No. 21-09). Date: 9/21/2022 Site Address: 16837 SW Colorado Lane Project South River Terrace Land Use Case or Name: Bldg 3 Unit 2 Building Permit#: MST2022-00343 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 1'SDC-Improvement,$261.00 for TSDC- Reimbursement,and$2,214.00 for TSDC-River Terrace,if applicable.. *The total Parks SDC amount shown above is the sum of$ 5,129.00 for Parks-Improvement,$ 1,207.00 for Parks- Reimbursement,and either$ N/A for Parks-Neighborhood or$ N/A for Parks-Neighborhood River Terrace. This constitutes my request to defer payment of the TDT, TSDC, and Parks SDCs, as provided above, until occupancy. Payment of the TDT,TSDC, and Parks SDCs may be deferred until issuance of the occupancy permit. In requesting this option, I understand that any deferred TDT,TSDC, and Parks SDCs must be paid prior to final inspection or issuance of an occupancy permit. TDT may only be deferred if the TDT is greater than the amount for a single-family residence. I further understand that the amount of TDT due on deferred obligations shall be the amount in effect at the time of issuance of the building permit. For a deferral request to be accepted both the Property Owner and the Developer must sign this request. Property Owner: Ow zw ALyAN i,Ab�y (Taylor Morrison NW) Date: 09/21/2022 Developer:0 w-ow AL44wi.A�o7�d�afy(Taylor Morrison NW) Date: 09/21/2022 Permit Coordinator: Date: 9/21/2022 CITY OF TIGARD MASTER PERMIT "1 I COMMUNITY DEVELOPMENT Permit#: MST2022-00343 Date Issued: 12/15/2022 T 1(,A Iz f) 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S107AD05200 Jurisdiction: Tigard Site address: 16837 SW COLORADO LN Subdivision: SOUTH RIVER TERRACE Lot: H Project: South River Terrace,Tract H,Building 3, Unit 2 Project Description: New attached dwelling(2 of 3)Units. NO FINAL UNTIL DEFERRED SDC FEES ARE PAID. BUILDING Floor Areas Required Setbacks Rewired Stories: 2 Bedrooms: 3 First: 672 sf Basement: 0 at Left: 3 Parking Spaces: 0 Height: 25.5 Bathrooms: 3 Second: 953 sf Garage: 287 sf Front: 8 Smoke Yes Dwelling Units: 1 Third: 0 sf Right: 3 Detectors: Total: 1625 at Value: $262,507.16 Rear: 15 PLUMBING Sinks: 1 Water Closets: 3 Washing Mach: 1 Laundry Trays: 0 Rain Drain: 1 Urinals: 0 Levatodes: 4 Dishwashers: 1 Floor Drains: 0 Sewer Lines: 100 SF Rain Drains: 0 Storm Sewer: 100 Tubs/Showers: 2 Garbage Disp: 1 Water Heaters: 1 Water Lines: 100 BcMiw Prevntr: 0 Catch Basins: 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 Times Air Conditioning: Y Vent Fans: 4 Clothes Dryers: 1 Natural Gas Heat Pump: N Hoods: 1 Other Units: 0 Fum<100K: 1 Vents: 0 Woodsloves: 0 Gas Outlets: 2 Furn>=100K: 0 ELECTRICAL Residential Unit Service Feeder Temp SrvcIFeeders Branch Circuits 1000 sf or less: 1 0-200 amp: 0 0-200 amp: 0 WI Svc or Fdr: 0 Ea add'I 500 sf: 2 201-400 amp: 0 201-400 amp: 0 W/O Svc/Fdr: 0 1 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 Ecompasing: Other: N Other Description: BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: NEW SFA VB R-3 1625 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: $15,881.83 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 appr lens. This permit will expire If work Is not started within 180 days of Issuance, or II work is suspended for more the 180 days. A N ON: Oregon I r res you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth In OAR o59-nn1J1Mn Ihr unh 4 e lain a rnn"of fhn mice nr Airnrl meal nne In(II INC:by railinn San WO 1na17 nil Ann 149/gold Issued By: Permittee Signature: Call 503.6 .4175 by 7:00 a.m.for the next available inspection data. 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. CITY OF TIGARD SEWER CONNECTION PERMIT III al COMMUNITY DEVELOPMENT Permit#: SWR2022-00136 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503,718.2439 Date Issued: 12/15/2022 Parcel: 2S 107AD05200 Jurisdiction: Tigard Site address: 16837 SW COLORADO LN Project: South River Terrace,Tract H, Building 3, Unit 2 Subdivision: SOUTH RIVER TERRACE Lot: H Project Description: Sewer connection for new attached dwelling(2 of 3)Units,each with separate sewer permits. Contractor: Owner: PHONE: PHONE: FAX: FEES Description Date Amount Specifics: Sewer Connection Fee 12/15/2022 $6,625.00 Sewer Inspection-Residential 12/15/2022 $35.00 Type of Use: SFA Class of Work: NEW Install Type: Line Tap and Building Sewer Fixture Units: Number of Dwelling Units: 1 Total $6,660.00 Required Items and Reports(Conditions) 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 fort R 952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules Issued By: v `� �7 Permittee Signature: C ° �.. Call 503.639.4175 by 7:00 m.for the next available inspection date. This permit card shall be kept in a consp' uous place on the job site until completion of the project. Approved plans are r ed on the job site at the time of each inspection. 1' Mechanical Permit Application FOR OFFICE USE ONLY City of Tigard Received t g Date/By: Permit No.: _ 1 13125 SW Hall Blvd.,Tigard,OR 97223 .. Phone: 503.718.2439 Fax: 503.598.1960 Plan Review Date/By: Other Permit: Y f{irl l:I i Inspection Line: 503.639.4175 Dale Ready/By: kris: ® See Page 2 for - Internet: tvww.tigard-or.gov Notified/Method: Supplemental information TYPE OF WORK COMMERCIAL_FEE*SCHEDULE - USE CHECKLIST Mechanical permit fees*are based on the value of the work ®New construction 0 Addition/alteration/replacement performed.Indicate the value(rounded to the nearest dollar)of all 0 Demolition ❑Other. mechanical materials,equipment,labor,overhead,and profit. Value:S CATEGORY,OF'CONSTRUCTION RESIDENTIAL EQUIPMENT/SYSTEMS FEES* ®1-and 2-family dwelling ❑CommerciaVindustrial ❑Accessory building For special information use checklist I >i Multi-family ❑Master builder 0 Other. Description Qty. Ea. Total JOB SITE INFORMATION AND LOCATION Heating/cooling; Air conditioning 1 46.75 46.75 Job site address: 16837 SW Colorado LN Furnace 100,000 BTU(ducts/vents) 1 46.75 46.75 City/State/ZIP:Tigard,OR 97224 Furnace 100,000+BTU(duds/vents) 54.91 Suite/bldgiapt.no.:Building 3 Project name: South River Terrace Heat p 1 61.06 61.06 Duct work 23.32 Cross street/directions to job site: Hydronic hot water system 23.32 Residential boiler(radiator or hydronic) 23.32 Unit heaters(fuel-type,not electric), in-wall,in-duct,suspended,etc. 46.75 Flue/vent for any of above 23.32 Subdivision: South River Terrace Lot net.: Tract H Other 23.32 Other fuel appliances: Tax map/parcel no.: Water heater 23.32 DESCRIPTION OF WORK Gas fsreplacerrnsert 33.39 Flue vent for water heater or gas New construction-Type SFU fireplace 23.32 UNIT 2 Log lighter(gas) 23.32 Wood/pellet stove 33.39 Wood fireplace/insert 23.32 Chimney/liner/flue/vent 23.32 ® PROPERTY OWNER 0 TENANT Other 23.32 ' Environmental exhaust and ventilation: Name:Taylor Morrison Northwest LLC. Range boort/other kitchen 33.39 Address:703 Broadway St.,Ste.510 equipment 1 33.39 Clothes dryer exhaust 1 33.39 33.39 City/State/ZIP:Vancouver,WA 98660 Single-duct exhaust(bathrooms, 23.32 toilet compartments,utility rooms) 1 23.32 Phone:(360)693-7700 Fax:( ) Attic/crawlspace fans 23.32 ® APPLICANT 0 CONTACT PERSON Other: 23.32 Business name:Taylor Morrison Northwest LLC. Fuel piping: S14.15 for first four;S4.03 for each additional Contact name: Omar Alami Abouhafs Furnace,etc. 1 Address:703 Broadway St.,Ste 510 heat PAP 1 WaWsuspended/unit beater City/State/ZIP:Vancouver,WA 98660 Water heater 1 Phone:(360)695-7700 Fax::(360)693-4442 Fireplace 1 Range 1 E-mail:permitsubmittalsgtaylormorrison.com Barbecue "1' CONTRACTOR Clothes dryer(gas) Business name:Pro Heating&Cooling - RfECHANICAL PERMIT FEES* Address: NW Alociek Dr,Ste.1104 Subtotal $262.84 Ciry/State/ZIP:Hillsboro,OR Minimum permit fee($90.00) Plan review(25%of permit fee) Phone:(360)270-1590 Fax:( ) State surcharge(12%ofpermit fee) CCB lic.:209001 TOTAL PERMIT FEE This permit application expires if a permit is not obtained within 180 Authorized signature: Z"QQiAa !)tJ1-Q-nL days after it has been accepted as complete. • Fee medtodolugy set by Tri.Counry Building Industry Sorvice Board Print name:Elia Duran Date: 10/30/20 I..,.iaoW..r,...14nn.I Ann UM 11 Air .an e:r+'+l.MA wv...m+ea. Electrical Permit Application FOR OFFICE,USE ONLY ( City of Tigard Received 4 I3125 SW Hall Blvd.,Tigard,OR 97223 Date 8y Permsg. Phone: 503.718.2439 Fax: 503.598.1960 Plan Review — Date/By: Related Permit 8: TIGARD Inspection Lines 503.639A 175 Ready Date/Br tuns: e Internet: wwu ti ard-or. ov See Page Supplemental me g R Nohfied/Ivfethod. Information TYPE OF WORK PLAN REVIEW, ®New construction D Add ition/alteration'replacement Please check all that apply(submit 2 sets of plans whtems checked) 0 Service or feeder 400 amps or more 0 Building over three stones. ❑ Demolition ❑ Other: CATEGORY OF CONSTRUCTION . where the available fault current 0 Marinas and boatyards. exceeds 10,000 amps at 150 volts or 0 Floating buildings © 1-and 2-famil). d‘aciting ❑Colnmercialindustrial ❑Accessor building less to ground,or exceeds 14,W0 0 Commercial-me agricultural ❑:'4' ti[i-fantll} 0 Master builder amps for all other installations. buildings. ❑ Other: ❑Fire pump. 0 Installation of 150 K VA or JOB-SITE INFORMATION AND LOCATION ['Emergency system. larg er separately derived Job a: I Job site address: 16837 SW Colorado LN ❑Additianof new moto r load of system 100HP or more. ❑"A" '•E""l-2""1 3" City/State/ZIP: Tigard,OR 97140 0 Sin or more residential units. occupancy. ❑Health-care facilities. ❑Recreational vehicle parks. Suite/bldg./apt.#:Building 3 I Project name: South River Terrace ❑Hazardous locations ❑Supply voltage for more than Cross street/directions to job site: ❑Service or feeder 600 amps or more. 600 volts nominal FEE SCHEDULE De.ription 1 Qtr. 1 Each: I Total I '.. New residential single-or tauIli•family dwelling unit. Subdivision: South River Terrace I Lot#: Includes attached garage. Tract El Tay map/parcel k: 1,000 sq.ft.or less 168.54 4 DESCRIPTION OF WORKEa.add'I 500 sq.ft.or portion 3 33,92 101.76 i Limited energy,residential New construction.Type SR; (with above sq.ft.) 75.00 2 UNIT 2 Limited energy,multi-family residential(with above sq.ft.) 75.00 2 ® PROPERTY OWNER Renewable EneSee Page 2 ❑ TENANT' es Servic or feeders installation,alteration,and/or relocation Name: Taylor Morrison Northwest LLC. 200 amps or less P 1 100,70 100.7 2 Address: 703 Broadway St.,Ste 710 tot 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 i Fax:( ) Over 1,000 amps or volts 552.26 2 Email: OAlamiAbouhafs@taylormorrison.com-PermitSubmittals@taylormorrison.com Temporary services or feeders installation,alteration,and/or 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 I ❑ CONTACT PERSON Branch circuits-new,alteration,Or extension,per panel Business name:Taylor Morrison Northwest LLC. A.Fee for branch circuits with above service or feeder fee, Contact name: Omar Alami Abouhafs each branch circuit 7.42 2 B.Fee for branch circuits without Address: 703 Broadway St.,Ste 710 service or feeder fee,first branch circuit 56.18 2 City/State/ZIP: Vancouver,WA 98660 Each add'I branch circuit 7.42 2 Phone:(360 )946 8674 ( per :( ) Miscellaneous(service or feeder not included) Each manufactured or modular Email:OAIamiAbouhafs@taylormorrison.com-PermitSubmittals/CC taylormorrison.com dwelling,service and/or feeder 67.84 2 Reconnect only 67.84 2 CONTRACTOR Pump or irrigation circle 67.84 2 Business name: A La IVIEDA L ) r--r-7Zi�( Ly � . Sign or outline lighting 67.84 2 Address: 3 Lt 1.5 + to le Lill f (.}t_ L41- `vE. F-1 1r- Signal circuit(s)or limited-energy ❑ 2 �+ 'i `► tb, ! ' V panel,alteration,or extension. 2 City/State/ZIP:"Pp�,-L II,, -L Each additional inspection over allowable in any of the above �'ND r V -T Z{3 Additional inspection(I hr min) 66.25/hr Phone:(q ✓b".- , 3 IC?, �1 9 Er_ I Fax:( ) Investigation(i hr min) 90.00/hr Email: S0L.A..�rOx tLzN) indus[nalplant(Ihrmm) 78.18/hr Inspections for which no fee is CCB Lic.: p 1 t] Electrical Lic.: ' L� 5i f S 90 00/hr (� t t A Suprv.Lie.: peciiically listed(/;hrmm) Suprv.Electrician signature,required: ei 2 .7[L{ ELECTRICAL PERMIT FEES �7 1...; -T� ! [ Subtotal $202.46 Print name: !7 /'F S-rr.ie._ Date: 0 Plan Review Required(25%of permit fee): , State surcharge(12%of permit fee): Authorized signature: TOTAL PERMIT FEE: Print name: fl.r C This permit application expires If a permit is not obtained within 180 Pr T- ` b yH e5 en,,,) l Date: l days after it has been accepted as complete. IaBuildin rPmmitstElC Permit • Number of inspections allowed per permit 8 _ App_ELR-ERE,doc Rev 06/17/2015 440-4615T(11/05ICOMWEB • Plumbing Permit Application Building Fixtures FOR OFFICE USE. ONLY City of Tigard Received g Permit No.: 1111 a 13125 SW Hall Blvd.,Tigard,OR 97223 Date/By: 0 Phone: 503.7182 Da439 Fax: 503.598.1960 Pat e Review Other Permit No.: Inspection Line: 503.639.4175 Plane/By: T I :'kRD internee: www.ti and-or. ov Datee ReadyeBy: orris: id See Pave 2 for 8 8 NotiriedlMethod: Supplemental Information TYPE OF WORK FEE* SCHEDULE ®New construction ❑Demolition For special information use checklist. Description L Qty. I Ea. J 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 XI-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 o Accessory building 41-Multi-family SFR(3)bath 1 500.32 500.32 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: 16837 SW Colorado LN Catch basin or area drain 18.76 City/State/Z1P:Tigard,OR 97224 Dtywell leach line,or trench drain 18.76 Footing drain(no.linear ft.: ) 1 Page 2 Suite/bldgJapt.no.Bullding 31 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.: Tract H Fixture or item: Tax map/parcel no.: Bacldlow preventer 31.27 DESCRIPTION OF WORK Backwater valve 12.51 New construction-Type SFU Clothes washer 1 25.02 25.02 Dishwasher 1 25.02 25.02 UNIT 2 Drinking fountain 25.02 Ejectors/sump 25.02 ® PROPERTY OWNER I 0 TENANT Expansion tank 12.51 Name: Taylor Morrison Northwest LLC. Fixturdsewercap 25.02 Foordrain/floor sink/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:S ) 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 98669 Solar units(potable water) 62.54 Phone:(360)695-7700 Fax::(360)693-4442 Tub/shower/shower pan 12.51 E-mail:permltsubmittals®taylormorrison.com Urinal 25.02 CONTRACTOR Water closet 25.02 Water heater 37.52 Business name:G&B Plumbing&Sons Inc Water piping/DWV 56.29 Address:P.O.Box 92 Other. 25.02 City/State/Z1P:St.Paul,OR 97137 Subtotal 600.40 Phone:(503)868-1417 Fax:(971)727-8170 Minimum permit fee: S72.50 Plan review (25%of permit fee) CCB Lic.:184372 Plumbing Lic.no.:pb634 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 t:iBaildtoe/ em,iatPLMU-PerautApp.doc I0/01N9 4404616T(10102/COM;WEB) Plumbing Permit Application Building Fixtures RECEIVE I OR OFFICE USE. Oyl.l City of Tigard 'eceived g Date/By: t 0 (�(D rD- f{. Permit No.: /j 1.).O -O 3%..1 ,. • 13125 SW Hall Blvd.,Tigard,OR 97223 OCT 1 2 2022 Plan Review 6 Phone: 503.718.2439 Fax: 503.598.1960 Date/By: iV Ju/2a Aes7 Other Permit No.: Inspection Line: 503.639.4175 I I G:1 It U Date ReadyBy: kris: See Page 2 for Internet: www.tigard-or.gov CITY OF TIGARD oti8edlMethod: Supplemental information TYPE OF WORK BUILDING DIVISION FEE' SCHEDULE Q New construction 0 Demolition For special fnformation use checklist Description I Qty. I Ea. I Total ❑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 CR I-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 SFR(3)bath 500.32 ❑Accessory building 0 Multi-family Each additional bath/kitchen 25.02 ❑Master builder 0 Other: Fire sprinkler( 5q.ft.) 9 Page 2 121.9C JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16837 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 3 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.: 3-#2 Fixture or item: Tax map/parcel no.: Backflow preventer 31.27 DESCRIPTION OF WORK Backwater valve 12.51 Permit - MST2022-00343 Clothes washer 25.o2 Dishwasher 25.02 Multi-Purpose Fire Sprinklers Drinking fountain 25.02 Ejectors/sump 25.02 PROPERTY OWNER 0 TENANT Expansion tank 12.51 Name: Taylor Morrison Fixture/sewer cap 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 APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02 Business name: Wolcott Plumbing Medical gas(value:$_) Paget Primer 12.51 Contact name: Cliff Bowman Roof drain(commercial) 12.51 Address:1075 W Historic Columbia River Hwy Sink/basin/Iavatory 25.02 City/State/ZIP:Troutdale, OR 97060 Solar units(potable water) 62.54 Phone:(503)-667-1781 ext. 3081 Fax::(503-667-9891 Tub/shower/shower pan 12.51 E-mail: cliffb@wolcott.pro Urinal 25.02 CONTRACTOR Water closet 25.02 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 121.90 Phone:(503}667-1781 ext.3081 Fax:(503667-9891 Minimum permit fee: $72.50 CCB Lie.: 112220 Plumbing Lic.no.: 26-824PB Plan review (25%ofpermit fee) 30.48 �1 State surcharge(12%of permit fee) 14.63 Authorized signature: %��I�r��g 49B.ut .1.4. L TOTAL PERMIT FEE 167.01 Cliff Bow 10/10/22 This permit application expires if a permit is not obtained within 180 days Print name: Date: after it has been accepted as complete. "Fee methodology set by Tri-County Building Industry Service Board. I:113u11dinglpernitss\PLMU•PermkApp.doc 10/01/09 440.4616T(10/02/COM/WEB) • • Building Permit Submittal Original Submittal Date: 0,2H1:2_2— Site Plans #: Building Plans #: Building Permit #: e- uilding permit # entered on page 1 Workflow Routing: l -Paanning Engineering-Q Permit Coordinator--a--Building Workflow Sign-off: 0-Sign-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. „ElBuilding. original permit application, site plans, building plans, engineer and beam calculations and trust details, if applicable, etc. � Permit Technician: 6-lob V�� .(4�, L)/ 1 ji //�� e: Notes Engineering Review IISlope at building pad verified Slope: 2' /i/74 ®'Conditions met prior to issuance of permit di/Easements (encroachments) per engineering conditions of approval and plat I(Water Quality/Quantity Facility: Assess Water Quality Fee in-lieu: D Yes 'No Assess Water Quantity Fee in-lieu: ❑ Yes I'JY,No LIDA Facility on lot: ❑ Yes ❑ No Add Fee: ❑ Yes ❑ No ❑ Final Plat Recorded ❑ NOT Approved Date: Notes Approved By Engineering: � Date: F/L1/22- Revision 1: ❑ Approved ❑ of Approved Date: Revision 2: ❑ Approved 0 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: z1SDC Exemption: 0 Received O'Does not apply E�SDC Fees Entered: Wash Co Trans Dev Tax: 1K(Yes 0 N/A see, d y44 -ce,nYf Tigard Trans SDC: ,,f Yes ❑ N/A Parks SDC: 'Yes ❑ N/A LIDA ❑ Yes N/A OK to Issue/Approved by Permit Coordinator: Date: Q'24:2"2-/ Revision 1: 0 Approved ❑ Not Approved ]] Date: Revision 2: 0 Approved ❑ Not Approved Date: 1111 City of Tigard COMMUNITY DEVELOPMENT DEPARTMENT TIGARD River Terrace South Rowhouse Supplemental Building Permit #: JVI5( 1,' Project Name: SbVt►1 Pave( T& ��i Site Address: t O1ZJ7 co) ColcArado Lin ( iolq 3, 1.14'it 2) Lot #: -(atGI-I tf Land Use Case: PDR2021-00003 Rowhouse Standards Units Fach rowhouse group consists of 2-3 attached units Lot Size 7:115,000sf - 8,000 (duplex) or 11,000sf tri lex) (Max 125,000sf in Area A) Lot Width 20 ft 'r Setbacks Front: 12 Porch: 8 Side: 0 Street Side (public): 8 Street Side (alley): 3 ilARear: 10 Rear (alley/private street): 0 Garage (no parking): 4 Garage (parking): 20 U Height bMax height: 35 Actual Height: 1-St ! ,..1 5 Li Definitionch dwelling unit includes one of the following on the street-facing façade: 'Kb) ❑ 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 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 ❑lBalcony on same façade as main entrance, min. 48 sf, min. 8 ft in width, 15 ft above grade, accessible from interior living space Roof loped, pitch between 4/12 and 14/12 Staircases 'alo exterior staircases to stories above the first story Windows Minimum 12% of area of all street-facing facades IiBuildirg\Forms\BldgPermilRvw_ROW Supplemental 070722 ParkingJPer Parking Plan Exhibit C, Sheet 10.1 and 10.2 Off street parking is accessed through: Triplexes: Tandem driveways that meet the following: '-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) Iley access drive at least 10' wide D Duplexes: Tandem driveways that meet the following: ❑ No more than 1 access is provided for every two units (rounded up) ❑ Tandem driveway is 28.5 wide ❑ Spaced at least 23.75 ft apart ❑ 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: p 15 (z Z