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Plumbing Permit A A. a lic 1 tion Building Fixt ; k��I RECEIVED FOR OFFICE USE ONLY •f�rA�/� /� 2n 1 Cl o ! t�%f iL T Received 'S I W L- .]U 1 II • 13125 SW Hall Blvd.,Tigard,OR 9722)C 1 6 2023 Date/By Perm t No.: /� �� 3 Phone: 503.718.2439 Fax: 503.598.1960 Plan Review Other Permit No.: Date/By: T I G A R D Inspection Line: 503.639.4175 CITY OF TIGARDc Date Ready/By: rods. E1 See Page 2 for Internet: www.tigard-or.gov l'tl IILDlNG r\IVIJION Notified/Method: Supplemental Information TYPE OF WO U FEE* SCHEDULE 9/New construction ❑Demolition For special information use checklist. Description Qty. I Ea. I Total ❑Addition/alteration/replacement ❑Other: New 1-2-family dwellings(includes 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(I)bath 312.70 VI-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 ❑Accessory building El Multi-familySFR(3)bath 500.32 Each additional bath/kitchen 25.02 El Master builder ❑Other: Fire sprinkler( sq.ft.) Page 2 JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16807 SW Colorado Ln Catch basin or area drain 18.76 Drywell,leach line,or trench drain 18.76 City/State/ZIP: Tigard, OR 97224 Footing drain(no.linear ft.: ) Page 2 Suite/bldg./apt.no.: 2 I Project name: South River Terrace Manufactured home utilities 50.03 Cross street/directions to job site: Manholes 18.76 Rain drain connector 18.76 Sanitary sewer(no.linear ft.:_) Page 2 Storm sewer(no.linear ft.: ) Page 2 Water service(no.linear ft.: ) Page 2 Subdivision: South River Terrace Lot no.: 3 _ Fixture or item: Tax map/parcel no.: Backflow preventer 1 31.27 DESCRIPTION OF WORK Backwater valve 1 12.51 Clothes washer 25.02 Dishwasher 25.02 Drinking fountain 25.02 Ejectors/sump 25.02 PROPERTY OWNER ❑ 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 0APPLICANT ❑ CONTACT PERSON Interceptor/grease trap 25.02 Business name: Taylor Morrison Northwest, LLC Medical gas(value:$_) Page 2 Contact name: -Ionia Morrs Primer 12.51 Roof drain(commercial) 12.51 Address: 703 Broadway St, Ste 710 Sink/basin/lavatory 25.02 City/State/ZIP: Vancouver, WA 98660 Solar units(potable water) 62.54 Phone:(971)409-5931 Fax::( ) Tub/shower/shower pan 12.51 E-mail: tmorris@taylormorrison.com Urinal 25.02 r Water closet 25.02 CONTRACTOR Water heater 37.52 Business name:BDL plumbing Water piping/DWV 56.29 Address: 301 ne curtis dr Other: 25.02 City/State/ZIP: Corbett, OK 91U19 Subtotal Phone:(5030656055 Fax:( ) Minimum permit fee: $72.50 CCB Lie.: 180345 Plumbing Lie.no.: PB1582 Plan review (25%of permit fee) State surcharge(12%of permit fee) Authorized signature: tM! TOTAL PERMIT FEE Print name: Logan RI dell 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/Building'Permits\PLMU-PermitApp.doc 10/01/09 440.616T(10/02/COM/\EB) 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-l"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 each additional$100.00 or fraction thereof. (minimum charge-1/2 hour) 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 Quautity by Fixture Type Plan review is required for any of the following. Fixture Type for Replace/ Please check all that apply. Work Performed: Capped Added Relocate ❑ Any new commercial building with water service 2"and Baptistry/Font greater,except systems designed and stamped by licensed Bath: -Tub/Shower engineer. -Jacuzzi/Whirlpool ❑ New exterior plumbing site utilities for any complex structure Car Wash: -Each Stall as defined in OAR918-780-0040. -Drive Thru W ❑ Medical gas and vacuum systems for health care facilities. Cuspidor/Water Aspirator ❑ My multipurpose fire sprinkler system. Dishwasher: -Commercialrator Domestic El Any complex structure as defined in OAR918-780-0040. Drinking Fountain Eye Wash Submit 2 sets of plans with any of the above. Floor Drain/sink: -2" 3„ Isometric or Riser Diagram 0 Isometric or riser diagram is required for new buildings -Car Wash Drain that meet the qualifications above. Garbage -Domestic non-food Disposal: -Domestic food related -Commercial food related -Industrial food related Ice Mach./Refrig.Drains Comments regarding fixture work: Oil Separator(Gas Station) Rec.Vehicle Dump Station Shower: -Gang -Stall Sink: -LavBar non-food related -Bradley -Com/Serv/Util food related -Service *Note: If the fixture work under this permit results in an Swimming Pool Filter increase of sewer EDUs, a sewer permit will be issued and Washer-Clothes fees assessed for the sewer increase must be paid before the Water Extractor Water Closet-Toilet plumbing permit can be issued. Urinal Other Fixtures: I:\Building\Permits\PLMF_PermitApp.doc 08/04/2011 2 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 -1 Transmittal Letter l ,1: 1 P 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Julie Drinkwater DATE RECEIVED DEPT: BUILDING DIVISION AUG 16 2023 FROM: Mark Baleme CITY OF TIGARD COMPANY: Wolcott Plumbing BUILDING DIVISION PHONE: 503-667-1781 X 3001 B➢'lam. EMAIL: mbaleme@wolcott.pro RE: 16807 SW Colorado LN MST2022-00321 (Site Address) (Permit Number) South River Terrace I Bld 2/Unit 3 (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 talcs 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: 6/3 i/i3 Initials: ifr co Fees Due: ❑Yes ❑No Fee Description: Amount Due: $ $ $ a-4,,i(-o 40,,J $ its Special Instructions: Reprint Permit (per PE): ❑ Yes ❑No El Done Applicant Notified: u Date: Ihi Initials: 7 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 AUG 16 2023 NICET Certification No. 113889 IGARD Water-Based Systems Layout - Level IV CITY OF T BUILDING IGARDIV Certification Expires: June 1, 2023 uponor AquaSAFE TM Fire Safety System )7FICZ CFI; l idabi 5 i/t) etskikoot_n) Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE- One Head Calculation (H.15) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 3 TIGARD OR Remote Area : 1 Contract : 43463F 003 R1 Data File : 43463F 003 R1 2 Story Triplex, Unit 3 + 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.15) 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 003 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 SENSU Model RC-RES I Elevation at Highest Outlet - 109 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 79.42 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. ' E Static (Psi) - 108 Elev. R Residual (Psi) - 103 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve Uponor, Inc. Page 2 SOUTH RIVER TERRACE - One Head Calculation (H.15) Date 3/10/2023 City Water Supply: Demand: C1 -Static Pressure : 108 D1 - Elevation : 6.063 C2 - Residual Pressure: 103 D2 -System Flow : 16.974 C2 - Residual Flow : 300 D2 -System Pressure : 79.422 Hose ( Demand ) : 5 D3 - System Demand : 21.974 Safety Margin 28.538 150 140 130 P 120 R 110 Cl C2 E 100 S 90 D2 S 80 b U 70D3 R 60 E 50 40 30 20 10 a Pl.. . .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.15) Date 3/10/2023 Fitting Legend Abbrev. Name '4 ° 1 _ 1% 1'/z 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.15) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.96 21.97 79.422 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 109.0 4.9 12.0 16.97 0.05 324 H.16 109.0 14.09 T.35 109.0 21.11 T.39 109.0 21.26 T.41 109.0 21.62 T.42 109.0 21.74 S.1 109.0 22.95 PRV 95.0 44.59 UMTR 95.0 58.71 TEE 95.0 62.07 5.0 MTR 95.0 73.44 CRB 95.0 77.1 STR 95.0 79.42 T.30 109.0 12.5 H.17 109.0 15.23 T.33 109.0 15.85 T.31 109.0 19.57 H.13 109.0 19.83 H.14 109.0 20.01 H.19 109.0 20.21 T.40 109.0 20.53 H.18 109.0 20.77 T.38 109.0 20.84 T.37 109.0 20.87 T.36 109.0 20.91 T.21 119.0 15.49 T.22 119.0 16.08 H.2 119.0 16.24 T.23 119.0 16.52 H.6 119.0 16.66 H.8 119.0 16.7 T.27 119.0 16.81 H.11 119.0 16.84 H.12 119.0 16.9 T.28 119.0 17.01 H.1 119.0 15.81 H.5 119.0 15.93 H.7 119.0 16.01 T.26 119.0 16.2 H.9 119.0 16.57 H.10 119.0 16.73 H.20 109.0 20.85 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.15) Date 3/10/2023 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.24 119.0 16.56 H.3 119.0 16.58 T.25 119.0 16.81 H.4 119.0 16.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Catculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE- One Head Calculation (H.15) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.15 109 4.90 9.46 0.75 Utr 2.0 9.000 150 12.000 to 2.000 0.0 H.16 109 9.46 0.671 11.000 0.1898 2.088 Vel = 8.58 H.16 109 0.0 0.75 Utb 17.0 20.000 150 14.088 to 17.000 0.0 T.35 109 9.46 0.671 37.000 0.1898 7.022 Vel = 8.58 T.35 109 1.92 1.25 Utr 4.0 1.000 150 21.110 to 4.000 0.0 T.39 109 11.38 1.054 5.000 0.0298 0.149 Vel = 4.18 T.39 109 2.00 1.25 Utr 4.0 5.000 150 21.259 to 4.000 0.0 T.41 109 13.38 1.054 9.000 0.0400 0.360 Vel = 4.92 T.41 109 3.59 1.25 2.000 150 21.619 to 0.0 T.42 109 16.97 1.054 2.000 0.0620 0.124 Vel = 6.24 T.42 109 0.0 1.25 Uel 11.0 6.000 150 21.743 to T 2.44 13.440 0.0 S.1 109 16.97 1.054 19.440 0.0621 1.208 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 22.951 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 44.587 to 14.000 ** Fixed Loss = 14 UMTR 95 16.97 1.054 2.000 0.0620 0.124 Vel= 6.24 UMTR 95 0.0 1.25 E 1.22 50.000 150 58.711 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 62.070 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 73.444 to 1.000 ** Fixed Loss = 1 CRB 95 21.97 0.995 20.000 0.1326 2.652 Vel = 9.07 CRB 95 0.0 1 10.000 150 77.096 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 79.422 K Factor= 2.47 H.15 109 7.52 0.75 Utr 2.0 2.000 150 12.000 to 2.000 0.0 T.30 109 7.52 0.671 4.000 0.1242 0.497 Vel = 6.82 T.30 109 0.0 0.75 Utr 2.0 20.000 150 12.497 to 2.000 0.0 H.17 109 7.52 0.671 22.000 0.1241 2.731 Vel = 6.82 H.17 109 0.0 0.75 5.000 150 15.228 to 0.0 T.33 109 7.52 0.671 5.000 0.1242 0.621 Vel = 6.82 T.33 109 0.0 0.75 Utr 2.0 11.000 150 15.849 to Utb 17.0 19.000 0.0 T.31 109 7.52 0.671 30.000 0.1242 3.725 Vel = 6.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Carculations : Hazen-Williams Uponor, Inc. ' Page 7 SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.31 109 -5.28 0.75 Utb 17.0 2.000 150 19.574 to 17.000 0.0 H.13 109 2.24 0.671 19.000 0.0133 0.252 Vel = 2.03 H.13 109 0.0 0.75 Utr 2.0 12.000 150 19.826 to 2.000 0.0 H.14 109 2.24 0.671 14.000 0.0133 0.186 Vel = 2.03 H.14 109 0.0 0.75 Utr 2.0 13.000 150 20.012 to 2.000 0.0 H.19 109 2.24 0.671 15.000 0.0133 0.199 Vel = 2.03 H.19 109 0.0 0.75 Utb 17.0 7.000 150 20.211 to 17.000 0.0 T.40 109 2.24 0.671 24.000 0.0132 0.318 Vel = 2.03 T.40 109 -0.31 0.75 Utb 17.0 7.000 150 20.529 to 17.000 0.0 H.18 109 1.93 0.671 24.000 0.0100 0.240 Vel = 1.75 H.18 109 0.0 0.75 Utr 2.0 5.000 150 20.769 to 2.000 0.0 T.38 109 1.93 0.671 7.000 0.0100 0.070 Vel = 1.75 T.38 109 -0.43 0.75 Utr 2.0 3.000 150 20.839 to 2.000 0.0 T.37 109 1.5 0.671 5.000 0.0062 0.031 Vel = 1.36 T.37 109 0.43 0.75 Utr 2.0 2.000 150 20.870 to 2.000 0.0 T.36 109 1.93 0.671 4.000 0.0100 0.040 Vel = 1.75 T.36 109 0.0 0.75 Utr 2.0 1.000 150 20.910 to Utb 17.0 19.000 0.0 T.35 109 1.93 0.671 20.000 0.0100 0.200 Vel = 1.75 0.0 T.35 1.93 21.110 K Factor= 0.42 T.31 109 5.27 1 13.000 150 19.574 to -4.331 T.21 119 5.27 0.862 13.000 0.0191 0.248 Vel = 2.90 T.21 119 -1.92 0.75 Utr 2.0 2.000 150 15.491 to Utb 17.0 19.000 0.0 T.22 119 3.35 0.671 21.000 0.0278 0.584 Vel = 3.04 T.22 119 0.0 0.75 Utr 2.0 4.000 150 16.075 to 2.000 0.0 H.2 119 3.35 0.671 6.000 0.0278 0.167 Vel = 3.04 H.2 119 0.0 0.75 Utr 2.0 8.000 150 16.242 to 2.000 0.0 T.23 119 3.35 0.671 10.000 0.0279 0.279 Vel = 3.04 T.23 119 -2.08 0.75 Utb 17.0 12.000 150 16.521 to Utr 2.0 19.000 0.0 H.6 119 1.27 0.671 31.000 0.0046 0.144 Vel = 1.15 H.6 119 0.0 0.75 Utr 2.0 6.000 150 16.665 to 2.000 0.0 H.8 119 1.27 0.671 8.000 0.0046 0.037 Vel = 1.15 H.8 119 0.0 0.75 Utb 17.0 6.000 150 16.702 to 17.000 0.0 T.27 119 1.27 0.671 23.000 0.0047 0.107 Vel = 1.15 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.15) 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 T.27 119 0.08 0.75 Utr 2.0 3.000 150 16.809 to 2.000 0.0 H.11 119 1.35 0.671 5.000 0.0052 0.026 Vel = 1.22 H.11 119 0.0 0.75 Utr 2.0 10.000 150 16.835 to 2.000 0.0 H.12 119 1.35 0.671 12.000 0.0052 0.063 Vel = 1.22 H.12 119 0.0 0.75 Utb 17.0 4.000 150 16.898 to 17.000 0.0 T.28 119 1.35 0.671 21.000 0.0052 0.109 Vel = 1.22 T.28 119 2.25 1 Utb 17.0 16.000 150 17.007 to 14.000 4.331 T.41 109 3.6 0.862 30.000 0.0094 0.281 Vel = 1.98 0.0 T.41 3.60 21.619 K Factor= 0.77 T.21 119 1.92 0.75 Utb 17.0 13.000 150 15.491 to Utr 2.0 19.000 0.0 H.1 119 1.92 0.671 32.000 0.0100 0.319 Vel = 1.74 H.1 119 0.0 0.75 Utr 2.0 10.000 150 15.810 to 2.000 0.0 H.5 119 1.92 0.671 12.000 0.0100 0.120 Vel = 1.74 H.5 119 0.0 0.75 Utr 2.0 6.000 150 15.930 to 2.000 0.0 H.7 119 1.92 0.671 8.000 0.0100 0.080 Vel = 1.74 H.7 119 0.0 0.75 Utb 17.0 2.000 150 16.010 to 17.000 0.0 T.26 119 1.92 0.671 19.000 0.0099 0.189 Vel = 1.74 T.26 119 0.32 0.75 Utb 17.0 9.000 150 16.199 to Utr 2.0 19.000 0.0 H.9 119 2.24 0.671 28.000 0.0132 0.371 Vel = 2.03 H.9 119 0.0 0.75 Utr 2.0 10.000 150 16.570 to 2.000 0.0 H.10 119 2.24 0.671 12.000 0.0132 0.159 Vel = 2.03 H.10 119 0.0 0.75 Utb 17.0 4.000 150 16.729 to 17.000 0.0 T.28 119 2.24 0.671 21.000 0.0132 0.278 Vel = 2.03 0.0 T.28 2.24 17.007 K Factor= 0.54 T.40 109 0.32 1 12.000 150 20.529 to -4.331 T.26 119 0.32 0.862 12.000 0.0001 0.001 Vel = 0.18 0.0 T.26 0.32 16.199 K Factor= 0.08 T.38 109 0.43 0.75 Utb 17.0 7.000 150 20.839 to 17.000 0.0 H.20 109 0.43 0.671 24.000 0.0006 0.015 Vel = 0.39 H.20 109 0.0 0.75 Utb 17.0 7.000 150 20.854 to Utr 2.0 19.000 0.0 T.37 109 0.43 0.671 26.000 0.0006 0.016 Vel = 0.39 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.15) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe W *"*. Notes .*.*** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 T.37 0.43 20.870 K Factor= 0.09 T.23 119 2.08 0.75 Utr 2.0 1.000 150 16.521 to 2.000 0.0 T.24 119 2.08 0.671 3.000 0.0113 0.034 Vel = 1.89 T.24 119 0.0 0.75 2.000 150 16.555 to 0.0 H.3 119 2.08 0.671 2.000 0.0115 0.023 Vel = 1.89 H.3 119 0.0 0.75 Utb 17.0 1.000 150 16.578 to Utr 2.0 19.000 0.0 T.25 119 2.08 0.671 20.000 0.0115 0.230 Vel = 1.89 T.25 119 -0.08 1 Utb 17.0 24.000 150 16.808 to 14.000 4.331 T.39 109 2.0 0.862 38.000 0.0032 0.120 Vel = 1.10 0.0 T.39 2.00 21.259 K Factor= 0.43 T.25 119 0.08 0.75 Utb 17.0 8.000 150 16.808 to Utr 2.0 19.000 0.0 H.4 119 0.08 0.671 27.000 0 0.001 Vel = 0.07 H.4 119 0.0 0.75 Utr 2.0 14.000 150 16.809 to 2.000 0.0 T.27 119 0.08 0.671 16.000 0 0.0 Vel = 0.07 0.0 T.27 0.08 16.809 K Factor= 0.02 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 . Brent Kotula Date: 2023 RECEIVED RECEIVED NICET Certification No. 113889 Water-Based Systems Layout - Level IV AUG 16 2023 Certification Expires: June 1, 2023 CITY OF TIGARD BUILDING DIVISION uponor AquaSAFETM Fire Safety System orpcz co l tpsei COcoIl )o u1) Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE -Two Head Calculation (H.1 & H.5) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 3 TIGARD OR Remote Area : 1 Contract : 43463F 003 Data File : 43463F 003 R1 2 Story Triplex, Unit 3 + Mirror.wx2 ornnrnmc Flu I-7vrtratar Inr Rnuta 111 Winriham N_H_ USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & 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 003 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 tor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0128 Psi Required 101.37 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 108 Elev. R Residual (Psi) - 103 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y ..___.,._. F.,,uvrlrator Inc Rniita 111 Windham N.H. USA 03087 Water Supply Curve Page 2 Uponor, Inc. Page 3/10/2023 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) City Water Supply: Demand:D1 - Elevation 10.394 Cl -Static Pressure : 108 D2 - Systemlev Flow : 10.39 C2- Residual Pressure: 103 D2 -System Pressure : 101.372 6.013 C2 - Residual Flow 300 Hose ( Demand ) : 5 D3 - System Demand : 31.013 Safety Margin : 6.553 150 140 130 P 120 C1 C2 R 110 �—uz --a E 100 r S 90 D, s 80 U 70 - R 60 . E 50 40 30 20 10 4 D1 . . . �••' •• . . 50 100 150 200 250 300 350 400 450 FLOW ( N " 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 3 Uponor, Inc. Pate 3l10l2023 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Fitting Legend 24 Abbrev. Name '/ % 1 1/< 1'/ 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 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.1 & H.5) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.925 31.01 101.372 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 119.0 4.9 7.04 13.0 0.05 256 T.21 119.0 17.16 T.22 119.0 19.71 H.2 119.0 20.44 T.23 119.0 21.65 H.6 119.0 22.23 H.8 119.0 22.38 T.27 119.0 22.81 H.4 119.0 22.87 T.25 119.0 22.96 T.39 109.0 28.15 T.41 109.0 28.75 T.42 109.0 29.02 S.1 109.0 31.68 PRV 95.0 54.01 UMTR 95.0 68.28 TEE 95.0 75.68 5.0 MTR 95.0 91.85 CRB 95.0 97.86 STR 95.0 101.37 H.5 119.0 4.9 7.05 13.01 0.05 256 H.7 119.0 10.01 T.26 119.0 17.02 H.9 119.0 19.81 H.10 119.0 21.0 T.28 119.0 23.1 T.40 109.0 21.72 H.18 109.0 24.31 T.38 109.0 25.06 T.37 109.0 25.4 T.36 109.0 25.83 T.35 109.0 27.98 T.31 109.0 21.72 T.33 109.0 23.45 H.17 109.0 23.73 T.30 109.0 25.0 H.15 109.0 25.23 H.16 109.0 25.86 H.13 109.0 21.72 H.14 109.0 21.72 H.19 109.0 21.72 H.20 109.0 25.22 r,..,,-.+,Prnnra, by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 3/10/2023 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.24 119.0 21.81 H.3 119.0 21.91 H.11 119.0 22.85 H.12 119.0 22.94 nrnn rarnc hu Hudratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & 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 Pf1Ft Pf H.1 119 4.90 12.46 0.75 Utb 17.0 13.000 150 7.040 to Utr 2.0 19.000 0.0 T.21 119 12.46 0.671 32.000 0.3163 10.123 Vel = 11.30 T.21 119 -5.04 0.75 Utr 2.0 2.000 150 17.163 to Utb 17.0 19.000 0.0 T.22 119 7.42 0.671 21.000 0.1212 2.546 Vel = 6.73 T.22 119 0.0 0.75 Utr 2.0 4.000 150 19.709 to 2.000 0.0 H.2 119 7.42 0.671 6.000 0.1213 0.728 Vel = 6.73 H.2 119 0.0 0.75 Utr 2.0 8.000 150 20.437 to 2.000 0.0 T.23 119 7.42 0.671 10.000 0.1212 1.212 Vel= 6.73 T.23 119 -4.71 0.75 Utb 17.0 12.000 150 21.649 to Utr 2.0 19.000 0.0 H.6 119 2.71 0.671 31.000 0.0188 0.582 Vel = 2.46 H.6 119 0.0 0.75 Utr 2.0 6.000 150 22.231 to 2.000 0.0 H.8 119 2.71 0.671 8.000 0.0188 0.150 Vel = 2.46 H.8 119 0.0 0.75 Utb 17.0 6.000 150 22.381 to 17.000 0.0 T.27 119 2.71 0.671 23.000 0.0188 0.432 Vel = 2.46 T.27 119 -1.64 0.75 Utr 2.0 14.000 150 22.813 to 2.000 0.0 H.4 119 1.07 0.671 16.000 0.0034 0.054 Vel = 0.97 H.4 119 0.0 0.75 Utb 17.0 8.000 150 22.867 to Utr 2.0 19.000 0.0 T.25 119 1.07 0.671 27.000 0.0034 0.091 Vel = 0.97 T.25 119 4.71 1 Utb 17.0 24.000 150 22.958 to 14.000 4.331 T.39 109 5.78 0.862 38.000 0.0226 0.857 Vel = 3.18 T.39 109 11.92 1.25 Utr 4.0 5.000 150 28.146 to 4.000 0.0 T.41 109 17.7 1.054 9.000 0.0671 0.604 Vel = 6.51 T.41 109 8.31 1.25 2.000 150 28.750 to 0.0 T.42 109 26.01 1.054 2.000 0.1370 0.274 Vel = 9.56 T.42 109 0.0 1.25 Uel 11.0 6.000 150 29.024 to T 2.44 13.440 0.0 S.1 109 26.01 1.054 19.440 0.1368 2.660 Vel = 9.56 S.1 109 0.0 1.25 E 1.22 8.000 150 31.684 to 1.220 21.063 ** Fixed Loss = 15 PRV 95 26.01 1.054 9.220 0.1370 1.263 Vel = 9.56 PRV 95 0.0 1.25 2.000 150 54.010 to 14.000 ** Fixed Loss = 14 UMTR 95 26.01 1.054 2.000 0.1365 0.273 Vel = 9.56 UMTR 95 0.0 1.25 E 1.22 50.000 150 68.283 to G 0.407 4.067 0.0 TEE 95 26.01 1.054 T 2.44 54.067 0.1368 7.399 Vel = 9.56 rmmniapr Prnnrams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 'Final Calculations : Hazen-Williams Uponor, Inc. Page 7 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt x to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf TEE 95 H5 5.00 1.25 T 2.44 50.000 150 7 5.682 to E 1.22 3.661 6.000 Fixed Loss =6 MTR 95 31.01 1.054 53.661 0.1894 10.166 Vel = 11.40 MTR 95 0.0 1 20.000 150 91.848 to 1.000 *` Fixed Loss = 1 CRB 95 31.01 0.995 20.000 0.2508 5.016 Vel = 12.80 CRB 95 0.0 1 10.000 150 97.864 to 1.000 * * Fixed Loss = 1 STR 95 31.01 0.995 10.000 0.2508 2.508 Vel = 12.80 0.0 STR 31.01 101.372 K Factor = 3.08 H.1 119 0.54 0.75 Utr 2.0 10.000 150 7.040 to 2.000 0.0 H.5 119 0.54 0.671 12.000 0.0009 0.011 Vel = 0.49 H.5 119 4.90 13.01 0.75 Utr 2.0 6.000 150 7.051 to 2.000 0.0 H.7 119 13.55 0.671 8.000 0.3692 2.954 Vel = 12.29 H.7 119 0.0 0.75 Utb 17.0 2.000 150 10.005 to 17.000 0.0 T.26 119 13.55 0.671 19.000 0.3692 7.015 Vel = 12.29 T.26 119 -6.88 0.75 Utb 17.0 9.000 150 17.020 to Utr 2.0 19.000 0.0 H.9 119 6.67 0.671 28.000 0.0996 2.788 Vel = 6.05 H.9 119 0.0 0.75 Utr 2.0 10.000 150 19.808 to 2.000 0.0 H.10 119 6.67 0.671 12.000 0.0997 1.196 Vel = 6.05 H.10 119 0.0 0.75 Utb 17.0 4.000 150 21.004 to 17.000 0.0 T.28 119 6.67 0.671 21.000 0.0996 2.091 Vel = 6.05 T.28 119 1.64 1 Utb 17.0 16.000 150 23.095 to 14.000 4.331 T.41 109 8.31 0.862 30.000 0.0441 1.324 Vel = 4.57 0.0 T.41 8.31 28.750 K Factor= 1.55 T.26 119 6.88 1 12.000 150 17.020 to 4.331 T.40 109 6.88 0.862 12.000 0.0311 0.373 Vel= 3.78 T.40 109 0.08 0.75 Utb 17.0 7.000 150 21.724 to 17.000 0.0 H.18 109 6.96 0.671 24.000 0.1077 2.585 Vel = 6.31 H.18 109 0.0 0.75 Utr 2.0 5.000 150 24.309 to 2.000 0.0 T.38 109 6.96 0.671 7.000 0.1077 0.754 Vel = 6.31 T.38 109 -1.56 0.75 Utr 2.0 3.000 150 25.063 to 2.000 0.0 T.37 109 5.4 0.671 5.000 0.0674 0.337 Vel = 4.90 T.37 109 1.56 0.75 Utr 2.0 2.000 150 25.400 to 2.000 0.0 T.36 109 6.96 0.671 4.000 0.1078 0.431 Vel = 6.31 r,.,..,.,,,lor Crnnrame by H\tt'IrAtP.r Inc. Route 111 Windham N.H. USA 03087 'Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE- Two Head Calculation (H.1 & 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 Pf/Ft Pf T.36 109 0.0 0.75 Utr 2.0 1.000 150 25.831 to Utb 17.0 19.000 0.0 T.35 109 6.96 0.671 20.000 0.1077 2.154 Vel = 6.31 T.35 109 4.96 1.25 Utr 4.0 1.000 150 27.985 to 4.000 0.0 T.39 109 11.92 1.054 5.000 0.0322 0.161 Vel= 4.38 0.0 T.39 11.92 28.146 K Factor= 2.25 T.21 119 5.04 1 13.000 150 17.163 to 4.331 T.31 109 5.04 0.862 13.000 0.0175 0.228 Vel = 2.77 T.31 109 -0.08 0.75 Utr 2.0 11.000 150 21.722 to Utb 17.0 19.000 0.0 T.33 109 4.96 0.671 30.000 0.0575 1.724 Vel = 4.50 T.33 109 0.0 0.75 5.000 150 23.446 to 0.0 H.17 109 4.96 0.671 5.000 0.0574 0.287 Vel = 4.50 H.17 109 0.0 0.75 Utr 2.0 20.000 150 23.733 to 2.000 0.0 T.30 109 4.96 0.671 22.000 0.0575 1.264 Vel = 4.50 T.30 109 0.0 0.75 Utr 2.0 2.000 150 24.997 to 2.000 0.0 H.15 109 4.96 0.671 4.000 0.0575 0.230 Vel = 4.50 H.15 109 0.0 0.75 Utr 2.0 9.000 150 25.227 to 2.000 0.0 H.16 109 4.96 0.671 11.000 0.0575 0.632 Vel = 4.50 H.16 109 0.0 0.75 Utb 17.0 20.000 150 25.859 to 17.000 0.0 T.35 109 4.96 0.671 37.000 0.0575 2.126 Vel= 4.50 0.0 T.35 4.96 27.985 K Factor= 0.94 T.31 109 0.08 0.75 Utb 17.0 2.000 150 21.722 to 17.000 0.0 H.13 109 0.08 0.671 19.000 0 0.0 Vel = 0.07 H.13 109 0.0 0.75 Utr 2.0 12.000 150 21.722 to 2.000 0.0 H.14 109 0.08 0.671 14.000 0.0001 0.001 Vel = 0.07 H.14 109 0.0 0.75 Utr 2.0 13.000 150 21.723 to 2.000 0.0 H.19 109 0.08 0.671 15.000 0 0.0 Vel= 0.07 H.19 109 0.0 0.75 Utb 17.0 7.000 150 21.723 to 17.000 0.0 T.40 109 0.08 0.671 24.000 0 0.001 Vel = 0.07 0.0 T.40 0.08 21.724 K Factor= 0.02 T.38 109 1.56 0.75 Utb 17.0 7.000 150 25.063 to 17.000 0.0 H.20 109 1.56 0.671 24.000 0.0068 0.162 Vel = 1.42 �,......,,+ r Prnnrnmc by uydratar. Inc_ Route 111 Windham N.H. USA 03087 'Final Calculations : Hazen-Williams Uponor, Inc. Page 9 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & 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.20 109 0.0 0.75 Utb 17.0 7.000 150 25.225 to Utr 2.0 19.000 0.0 T.37 109 1.56 0.671 26.000 0.0067 0.175 Vel = 1.42 0.0 T.37 1.56 25.400 K Factor= 0.31 T.23 119 4.71 0.75 Utr 2.0 1.000 150 21.649 to 2.000 0.0 T.24 119 4.71 0.671 3.000 0.0523 0.157 Vel = 4.27 T.24 119 0.0 0.75 2.000 150 21.806 to 0.0 H.3 119 4.71 0.671 2.000 0.0525 0.105 Vel = 4.27 H.3 119 0.0 0.75 Utb 17.0 1.000 150 21.911 to Utr 2.0 19.000 0.0 T.25 119 4.71 0.671 20.000 0.0523 1.047 Vel = 4.27 0.0 T.25 4.71 22.958 K Factor= 0.98 T.27 119 1.64 0.75 Utr 2.0 3.000 150 22.813 to 2.000 0.0 H.11 119 1.64 0.671 5.000 0.0074 0.037 Vel = 1.49 H.11 119 0.0 0.75 Utr 2.0 10.000 150 22.850 to 2.000 0.0 H.12 119 1.64 0.671 12.000 0.0074 0.089 Vel = 1.49 H.12 119 0.0 0.75 Utb 17.0 4.000 150 22.939 to 17.000 0.0 T.28 119 1.64 0.671 21.000 0.0074 0.156 Vel = 1.49 0.0 T.28 1.64 23.095 K Factor= 0.34 ,-,..,,.. ,t,,.Drnnromc h„ uvrlratac Inc Route 111 Windham N.H. USA 03087 City of Tigard Deferral Until Occupancy Request MI TIGARD Washington County Transportation Development Tax (1'DT),Transportation and Parks System Development Charges (SDCs) This form is to be signed and submitted prior building permit issuance or, if no building permit is required,then upon land use approval(TMC 3.24,as amended by Ordinance No. 21-09). Date: 9/14/2022 Site Address: 16807 SW Colorado Lane Project South River Terrace Land Use Case or MST2022-00321 Name: Bldg 2 Building Permit#: Tax Lot 2S107AD05200 Total Parks $6,336.00 #: Tract H Amount*: TDT Total TSDC Amount: N/A Amount*: $7,002.00 *The total TSDC amount shown above is the sum of$4,527.00 for TSDC-Improvement,$261.00 for TSDC- Reimbursement,and$2,214.00 for TSDC-River Terrace,if applicable.. *The total Parks SDC amount shown above is the sum of$5,129.00 for Parks-Improvement,$ 1,207.00 for Parks- Reimbursement,and either$ N/A for Parks-Neighborhood or$ N/A for Parks-Neighborhood River Terrace. This constitutes my request to defer payment of the TDT,TSDC, and Parks SDCs, as provided above, until occupancy. Payment of the TDT,TSDC, and Parks SDCs may be deferred until issuance of the occupancy permit. In requesting this option,I understand that any deferred TDT,TSDC,and Parks SDCs must be paid prior to final inspection or issuance of an occupancy permit. TDT may only be deferred if the TDT is greater than the amount for a single-family residence. I further understand that the amount of I'UT due on deferred obligations shall be the amount in effect at the time of issuance of the building permit. For a deferral request to be accepted both the Property Owner and the Developer must sign this request. Property Owner: Omar Alavv i.Abov4afs'(Taylor Morrison NW) Date: 09/19/2022 Developer:Oev ar Al,cuvw Abot4.t.afy(Taylor Morrison NW) Date: 09/19/2022 Aty Date: 9/14/2022 Permit Coordinator: ,p� Mechanical Permit Application FOR OFFICE USE ONLY City of Tigard AUK 1 2022 Received Date/By: Permit No.: 013125 SW Hall Blvd.,Tigard,OR i97,�J ((�� Plan R t : • Phone: 503.718.2439 Fax: 503.5 19So- �I� H G� Dale/ate/By:view Other Permit: YILiAIt I? Inspection Line: 503.6394175 BUILDING GIVE7" " Date/By: Dale Ready/By: Janis; B See Page 2 for - Internet: www.tigard-or.gov NotitiedMethod: Supplemental Information TYPE OF WORK . COMMERCIAL FEE* SCHEDULE - USE CHECKLIST Mechanical permit fees*are based oo the value of the work $2 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. CATEGORY OF CONSTRUCTION Value:S RESIDENTIAL EQUIPMENT/SYSTEMS FEES* 1I 1-and 2-family dwelling ❑ Commercial/industrial ❑Accessory building For special information use checklist j Multi-family ❑Master builder ❑Other. Description Qty. Ea. I Total JOB SITE INFORMATION AND LOCATION Heating/cooling: Job site address: 16807 SW Colorado LN Air conditioning 1 46.75 46.75 Furnace 100,000 BTU(duets/vas) 1 46.75 46.75 City/State/ZIP:Tigard,OR 97224 Furnace 100,000+BTU(ducts/vents) 54.91 Suite/bldg./aptao.:Building 2 Project name: South River Terrace Heat pump 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 no.: Tract H Other 23.32 Other fuel appliances: Tax map/parcel no.: Water beater 23.32 DESCRIPTION OF WORK Gas fxreplace/msert 33.39 - Flue vent for water heater or gas New construction-Type SFU fireplace 23.32 UNIT 3 Log lighter(gas) 23.32 • Wood/pellet stove 33.39 Wood fireplacerasert 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 hood/other kitchen 33.39 Address:703 Broadwayequipment 1 33.39 St.,Ste.510 Clothes dryer exhaust 1 33.39 33.39 City/State/Z1P:Vancouver,WA 98660 Single-duct exhaust(bathrooms, 23.32 Phone:(360)695 7700 Fax toilet compartments,utility rooms) 1 23.32 ( ) Attic/crawlspace fans 2332 ® APPLICANT 0 CONTACT PERSON Other: 23.32 Business name:Taylor Morrison Northwest LLC. Fuel piping: S14.15 for first four;S4.03 tar each additional Contact name: Omar Alami Abouhafs Furnace,etc. 1 Address:703 Broadway St.,Ste 510 Gas heat pump 1 Wail/suspended/unit heater City/State/ZIP:Vancouver,WA 98660 Water heater 1 Phone:(360)695-7700 Fax: :(360)693-4442 Fireplace . 01°.. Range 1 E-mail:permitsubmlttalstaylomiorrison.corn Barbecue CONTRACTOR Clothes dryer(gas) Business name:Pro Heating&Cooling Other MECHANICAL PERMIT FEES* Address: NW Alociek Dr,Ste.1104 Subtotal $262.84 City/State/ZIP:Hillsboro,OR Minimum permit fee(S90.00) Plan review(25%of permit fee) Phone:(360)270-1590 Fax:( ) State surcharge(12%of permit fee) CCB tic.:209001 TOTAL PERMIT FEE ( This permit application expires if a permit is not obtained within ISO t1��a^et+ld•.f„1,. days after it has been accepted as complete. Authorized signature: • Fee methodology set by Tr-County Building Industry Service Board Print name:Elia Duran Date: 10/30/20 Im,,a i.wlP..rmv,u.Iw 4wn,,,lAnmumsIt An- 401 n:I.r,i.m,v-n„mmo. Electrical Permit Application ' FOR OFFICE USE ONLY City of Tigard Received 13125 SW Hall Blvd.,Tigard,OR 97223 AUG I LULL DateBy ?e:r.,u,: I. Phone: 503.718.2439 Fax 503.598.1960 Plan Review Inspection Line .503-639.4175 _,ITY OF T,i Date/By: Related Permit#: TTGAROts Ready DateBy: runs ® Bee Paget for Internet. www.tgard-or gat I Notified/Method, Supplemental Information TYPE OF WORK PLAN REVIEW ©New construction 0 Addition/alterationireplacement Please check all that a 1 PP y(submit?sets of plans wgtems checked) ❑ Demolition ❑Other: ❑Service or feeder 400 amps or more ❑Building over three stories. Where the available fault current 0 Marinas and boatyards CATEGORY OF CONSTRUCTION exceeds 10,000 amps at 150 volts or ❑Floating buildings. ® I-and 2-family dwelling ❑Commercial'industrial 0 Accessory building ass to ground,or exceeds 14,000 ❑Commercial-use agricultural ❑ Multi-Tatttilr ❑ Master builder amps for all other installations, buildings. ❑Other: ❑Fire pump. ❑Installation pa of 150 OVA or JOB SITE INFORMATION AND LOCATION ❑Emergency system. larger separately derived lob#: I Job site address. 16807 SW Colorado LN ❑Addition of new motor load of syst<m 100HP or more. ❑"A" `E""t 2".'I-).. City/State/Z1P: Tigard,OR 97140 0 Six or more residential units. Occupancy Suite/bldg./apt#;BUIIChfI 2 ❑Health-care facilities. 0 Recreational vehicle parks. g I Project name: South River Terrace ❑Hazardous locations 0 Supply voltage for more than Cross street/directions to job site: 0 Service or feeder 600 amps or more. 600 volts nominal FEE SCHEDULE Darcriplian 1 Qtr. I Each I Total I • Subdivision: South River Terrace New residential single-or multi-family dwelling unit. I Lot#: Tract H Includes attached garage. ! Tax mapiparcei#: 1,000 sq.It.or less 168.54 4 ' Ea.addl 500 sq.ft.or portion 3 33.92 101.76 DESCRIPTION OF WORK 1 Limited energy,residential New construction.1 ype SFLI (with above sq.R.) u.00 2 UNIT 3 Limited energy,much-family residential(with above sq.ft.) 75.00 2 j ® PROPERTY OWNER Renewable Energy 0 See Page 2 Name: Taylor Morrison Northwest LLC. Services or feeders installation,alteration,and/or relocation 200 amps or less 1 100,70 100.7 100.7 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 Phone:( 360 )946 8674 Fax: 601 amps to 1,000 amps 301.04 2 ( ) Over 1,000 amps or volts 552.26 2 Email: OAIamiAbouhafs/a�taylomlorrison.cum-PerinitSubmiltals�utaylormotrison.cum Temporae services or feeders installation,alteration,and/or Owner installation:This installation is being made on property that I own which is not 200 arelog�a or intended for sale,lease,rent,or exchange,according to ORS 447,449,670.and 701. 201 amps�to less 59.36 1 to 400 amps 125.08 12 Ott nee signature: Date: 401 amps to 599 amps 168.54 2 ❑ APPLICANT ;. ❑ CONTACT PERSON Branch circuits—new,alteration,or extension,per panel Business name:Taylor Morrison Northwest LLC. A.Fee for above service circuits with or feeder fee, Contact name: Omar Alami Abouhafs each branch circuit 7.42 2 B.Fee for branch circuits without Address: 703 Broadtva) St.,Ste 710 service or feeder fee,first branch circuit 56.18 2 City/State/ZIP: Vancouver,WA 98660 Each add•l branch circuit 7 42 2 Phone:(360 )94b 8674 I Fax: :( ) Miscellaneous(service or feeder not included) Each manufactured or modular Email:OAIamiAbouhafs if la)iormorrison.eom-PermitSubmittals r taylormorrison.com dwelling,service and/or feeder 67.84 2 CONTRACTOR..,. Reconnect only 67.84 2 A Z A��1�� Pump or irrigation circle 67.84 2 Business name: T�t.„ i i LC, 0. Sign or outline lighting 67.84 2 Address: 3 t,{r 5 is rg Li Lit hi ftvc Signal circuit(s)or limited-energy 1 t`J r r'1 panel,alteration,or extension. ❑ Page 2 2 City/State/ZlP: Pp�.rL � f v 9 �{, Each additional inspection over allowable in any ofttteabove_ Phone:(5,, ? i 2 '9 �7 I Fax:( ) Additional inspection(1 hr min) 66.25/hr 7 3 G._ Investigation(I hr min) 90.00/hr �,i1 O¢ COM Industrial plant n) 78I8/hr Email: CCB Lie.: rElecthcal inspections for whichhich n no fee is 991g2 Llc.: #'• T.1'�1 Suprv.Lk.: 14 154 g specificallc listed t';=hrmint 9000lhr Suprv.Electrician signature.required: �°Vi 7/'/L� ELECI1tICAL PERMIT FEES Print name: subtotal $202.46 17A-VF L t ei_r [L I Date: 0 Plan Review Required(25%of permit fee): Authorized signature: c,a ooea,c isv, State surcharge(12%of permit fee): TOTAL PERMIT FEE' Th Print name: 'per, D PS ot� I is permit npplkerlon expires if a permit is not obtained within 180 I Date' days after it has been accepted as complete. NBuiWiiplPermitslEl.C'PemtitApp E6A ERE,doc Re,(1NI7n_GI5 • Number of inspections allowed per permit 440-4615 T(1 I i05MOM.W EB • Plumbing Permit Application Building Fixtures tt��' FOR OFFICE USE ONLY AZ 1 City of Tigard Received 13125 SW Hall Blvd.,Tigard,DR 47223 ( Date/By: Permit No.: ' . Phone: 503.7182439 Fax: 503.598.13 ITY O� .1 1,` Plan Review Fes' Date/By: Other Permit No.: "I I G A R D Inspection Line: 503.639.4175 UI CUING 0 Date Ready/By: tor;:: H See Page 2 for Internet: www.tigard-or.gov Notified/Method: Supplemental Information TYPE OF WORK FEE* SCHEDULE ®New construction ❑Demolition For special information use checklist - Description I I Total ❑Addition/alteration/replacement 0 Other. New t-2-family dwellings(includes 100 ft for each utility connection) r CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 L>e 1-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 �❑Accessory building VA-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 Site utilities: JOB SITE INFORMATION AND LOCATION 8 s: Job site address: 16807 SW Colorado LN Catch basin or area drain 18.76 City/State/ZIP:Tigard,OR 97224 Drywall,leach line,or trench drain 18.76 Footing drain(no.linear ft: ) I Page 2 Suite/bldg.apt.no.Building 21 Project name:South River Terrace Manufactured home utilities 50.03 Cross streetldirections to job site: Manholes 18.76 Rain drain connector 18.76 Sanitary sewer(no.linear ft.: ) Page 2 Storm sewer(no.linear It.:_) Page 2 Subdivision: South River Terrace I Water service(no.linear ft.: ) Page 2 Lot tw•: TracctH Fixture or item: Tax map/parcel no.: Back/low preventer 31.27 DESCRIPTION OF WORK Backwater valve 12.51 New construction-Type SFU Clothes washer 1 25.02 2$,02 Dishwasher 1 25.02 25.02 UNIT 3 Drinking fountain 25.02 Ejectors/sump 25.02 ® PROPERTY OWNER l 0 TENANT Expansion tank 12.51 Name: Taylor Morrison Northwest LLC. Fixture/sewer cap 25.02 Address:703 Broadway St.,Ste 510 Floor drain/floor sink/hub 25.02 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 R 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 Address:703 Broadway St.,Ste 510 Roof drain(commercial) 12.51 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 E-mail:permitsubmittals@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/ZIP:St.Paul,OR 97137 Subtotal 600.40 Phone:(503)868-1417 Fax:(971)727-8170 Minimum permit fee: $72.50 CCB Lic.:184372 A Plumbing Lic.no.:pb634 Plan review (25%of permit fee)y a State surcharge(12%of permit fee) Authorized signature: „y,�u yL, TOTAL PERMIT FEE Print name:Steve Fowler Date: 10/30/20 Thu permit application expires If a permit is not obtained within 180 days after it has beta accepted as complete. 'Fee methodology set by Tri-County Building Industry Service Board. 1:5aeildmgirenestPLMU-Pemiwpp dor 10/01X14 a 49-4616Tt I ONLCOMAV Elam ~e City of Tigard COMMUNITY DEVELOPMENT DEPARTMENT TIGARD Building Permit Review - Residential Building Permit #: T�G�� —�J//:�2.1 Site Address: 6 - �� PA &(a un Project Name: (-P Lot #: T Proposal: Ec-ld1` 2 e 1.)VI i� c-ow� Land Use Case: 51s ' r3 Zone: Required Submittal Elements /(3 copies of site plan ' ' o be dereeFrshed ,Drawn to standard scale -ErFootprint of new structure and FFE izr North arrow tree protection 16 Site address, project name, lot # Street trees shown / labelled Street names g(Sidewalk / driveway shown and dimensioned p Applicant name and phone # 0-Utility locations & easements (new / additions) (Lot and setback dimensions ❑ Fxic g strut ores site . Lot area and lot coverage percentage control /Corner elevations (2' contours if > 4' differential) it Vision clearance triangle shown 6 Ground slope at building pad calculated / shown Planning Review erify address / suite # active in Accela. lean Water Services - Service Provider Letter (lot platted prior to 9/10/1995) Required: ❑ Yes Received: ❑ Yes ❑ No ublic Facilities Improvement (PFI) Permit: Required: ❑ Yes No Applied For: ❑ Yes ❑ No, stop intake sensitive Lands: ❑ Yes An-No Type: XI:lousing Supplemental Sheets Completed ❑ Cottage Cluster C&O (1 site, 1 per unit) 0 Quad ❑ Courtyard Units C&O (1 site, 1 per building) ❑ Rowhouse ❑ Cottage Cluster Type II (1 per unit) ❑ Small Form Residential / ADU 0 Courtyard Units Type II (1 per building) River Terrace Addendum ❑ Conditions met prior to issuance of building permit �� � '(` � �'( Approved By Planning: Date: J ( , 7-L Notes Revision 1: ❑ Approved ❑ Not Approved Date: Revision 2: ❑ Approved 0 Not Approved Date: f ➢uildingfforms.BldgPermitRvw_Rzs 070722.docx r P. s A Building Permit Submittal Original Submittal Date: /j },2-- 32) Site Plans #: 3 Building Plans #: 7 Building Permit #: 0-Building permit # entered on page 1 Workflow Routing: D-Rtanning --❑ Engineering - 1 Permit Coordinator, ❑ Building Workflow Sign-off: JD Sign-off for Planning (include notes from planning review) Route Documents: !.D Engineering: (1) copy of permit application, (1) site plan, (1) building plan and original plan review routing form. ❑ Building: original permit application, site plans, building plans, engineer and beam calculations and trust details, if applicable, etc. / Permit Technician: (r-ii�+U VI' 7'?tiM , w/r7 P ffl , Date: 6)" //A "-- Notes Engineering Review 1 ,(slope at building pad verified Slope: 2-% 4/% Conditions met prior to issuance of permit l"Easements (encroachments) per engineering conditions of approval and plat Water Quality/Quantity Facility: Assess Water Quality Fee in-lieu: ❑ Yes IklyNo Assess Water Quantity Fee in-lieu: ❑ Yes L "/ LIDA Facility on lot: ❑ Yes C5'No Add Fee: ❑ Yes ❑ No ❑ Final Plat Recorded ❑ NOT Approved Date: Notes c� /, Approved By Engineering: „--`� Date: 9�3%2z Revision 1: ❑ Approved ❑ t Approved Date: Revision 2: 0 Approved ❑ Not Approved Date: Permit Coordinator Review Conditions met prior to issuance of permit Approved, NOT Released: Date notified applicant: ❑ ENG Revisions Required: Date notified applicant: SDC Exemption: 0 Received Does not apply SDC Fees Entered: Wash Co Trans Dev Tax: %Yes El N/Aseecte -eru-) Tigard Trans SDC: %Yes ❑ N/A r nS Parks SDC: %Yes ❑ N/A LIDA ❑ Yes ,121'N/A %OK to Issue/Approved by Permit Coordinator: A64,,,, Date: (21(ZOI Zy27_- Revision 1: ❑ Approved 0 Not Approved Date: Revision 2: ❑ Approved 0 Not Approved Date: . 4 City of Tigard COMMUNITY DEVELOPMENT DEPARTMENT 111111 Iii,.ARD River Terrace South Rowhouse Supplemental Building Permit #: Mil-al' 0°1'2\ Project Name: Sov$1/1 y( CL Site Address: 16VD -1' Sifi C,01etrat0O tin Lot #: -14'et ti Wol.A( `--, 0e9.0 Land Use Case: PDR2021-00003 Rowhouse Standards Units 6Each rowhouse group consists of 2-3 attached units Lot Size , i5,000sf - 8,000 (duplex) or 11,000sf (triplex) (Max 125,000sf in Area A) Lot Width ,120 ft Setbacks 4 Front: 12 Porch: 8 Side: 0 Street Side (public): 8 Street Side (alley): 3 Rear: 10 Rear (alley/private street): 0 Garage (no parking): 4 Garage (parking): 20 Height Max height: 35 Actual Height: ZS` ‘.15 '.. Definition IlZrEach dwelling unit includes one of the following on the street-facing façade: ❑ Roof dormer min. 4 ft in width ❑ Balcony min. 2 ft depth, accessible from interior ❑ Bay window that extends a min. of 2 ft from façade ) Offset of the façade min. 2 ft in depth from neighboring unit Entrance gbpens onto front porch (can be located on side elevations) Porch/ Balcony ,ach dwelling unit includes one of the following: .2-Porch, min. 48 sf with no horizontal dimension less than 6 ft ❑ Balcony on same façade as main entrance, min. 48 sf, min. 8 ft in width, 15 ft above grade, accessible from interior living space Roof Sloped, pitch between 4/12 and 14/12 Staircases No exterior staircases to stories above the first story Windows l❑ Minimum 12% of area of all street-facing facades 1.\Building\FormsV3ldgPermitRvw_ROW Supplemental 070722 Parkinger 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) g Alley access drive at least 10' wide 12' ❑ 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: 72'--` Date: 1(2e/uz