Permit Plumbing Per lu it • 1s !pc, Con Building Fixt ! t ■ • ECEIVED FOR OFFICE USE O\1.1
City of 1� OCT 6 2023 Date/By:Received
Permit No.: V ✓V 1/ l( 11 k
:� ■ 13125 SW Hall Blvd.,Tigard,OR 97223
Plan Review
I Phone: 503.718.2439 Fax: 503.598.1960 Other Permit No.:
TIGARD
Inspection Line 503.639.4175 CITY OF TIGARD Date/By:
Date Ready/By: Runs: El 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. 1 Total
❑Addition/alteration/replacement ❑Other: New 1-2-family dwellings(includes 100 ft.for each utility connection)
CATEGORY OF CONSTRUCTION SFR(1)bath 312.70
V1-and 2-family dwelling ❑Commercial/industrial SFR(2)bath 437.78
SFR(3)bath 500.32
❑Accessory building ❑Multi-family
Each additional bath/kitchen 25.02
❑Master builder 0 Other: Firc sprinkler(_sq.ft.) Page 2
JOB SITE INFORMATION AND LOCATION Site utilities:
Job site address: 16815 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 I Lot no.: 2 Fixture or item:
Tax map/parcel no.: Backflow preventer 1 31.27
Backwater valve 1 12.51
DESCRIPTION OF WORK
Clothes washer 25.02
Dishwasher 25.02
Drinking fountain 25.02
Ejectors/sump 25.02
PROPERTY 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
0 APPLICANT ❑ CONTACT PERSON Interceptor/grease trap 25.02
Business name: Taylor Morrison Northwest, LLC Medical gas(value:$_) Page 2
Primer 12.51
Contact name:
Tonja Morrs
Roof drain(commercial) 12.51
Address: 703 Broadway St, Ste 710 Sink/basin/lavatory 25.02
City/State/ZIP: Vancouver, WA 98650 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
Water heater 37.52
Business name: BDL plumbing Water piping/DWV 56.29
Address: 301 ne curbs dr Other: 25.02
City/State/ZIP: Corbett, OK 91019 Subtotal
Phone:(503§656055 Fax:( ) Minimum permit fee: $72.50
180345Plumbing pB 1 582 Plan review (25%of permit fee)
CCB Lic.: Lie.no.:
,lI. , State surcharge(12%of permit fee)
Authorized signature: /yfqj� TOTAL PERMIT FEE
Logan Rid
Print name: 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:\BuildmgWermils\PLMU-PerrnitApp.doc 10/01/09 4404616T(10/02/COM/WEB)
Plumbing Permit Application - City of Tigard
Page 2 -Supplemental Information
Fee Schedule: Residential Fire Suppression Systems:
Site Utilities Qty. Fee(ea) Total Square Footage: Permit Fee:
Footing drain-1"100' 50.03 0 to 2,000 $121.90
Footing drain-each additional 100' 37.52 2,001 to 3,600 $169.69
3,601 to 7,200 $233.20
Sewer-1st 100' 62.54 7,201 and greater $327.54
Sewer-each additional 100' 37.52
Water Service-1st 100' 62.54 Medical Gas Systems:
Water Service-each additional 100' 37.52 Valuation: Permit Fee:
Storm&Rain 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
Other Inspections or Fees Qty. Fee(ea) Total each additional$100.00 or fraction thereof;to
and including$10,000.00.
Inspection of existing plumbing or for $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and$1.54 for
which no fee is specifically indicated 90.00/hr each additional$100.00 or fraction thereof,to
(minimum charge-1/2 hour) and including$25,000.00.
Inspections outside of normal business 90.00/hr $25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and$1.45 for
hours(minimum charge-2 hours) each additional$100.00 or fraction thereof,to
Reinspection Fees 90.00/hr and including$50,000.00.
Additional plan review for revisions 90.00/hr $50,001.00 and up $742.00 for the first$50,000.00 and$1.20 for
(minimum charge-1/2 hour) each additional$100.00 or fraction thereof.
Subtotal:
Commercial Fixture Work:
Are you capping,adding or replacing fixtures? If"yes",
please indicate work performed by fixture. Failure to
accurately report fixtures could result in increased sewer fees*. Plan Review for Plumbing Installations
Quantity by Fixture Type Plan review is required for any of the following.
Fixture Type for Replace/ Please check all that apply.
Work Performed: Capped Added Relocate
Baptistry Font El Any new commercial building with water service 2"and
greater,except systems designed and stamped by licensed
Bath: -Tub/Shower
-Jacuzzi/Whirlpool engineer.
Car Wash: Each Stall 0 New exterior plumbing site utilities for any complex structure
Drive tall as defined in OAR918-780-0040.
Cuspidor Water Aspirator 0 Medical gas and vacuum systems for health care facilities.
Dishwasher: Commercial ❑ Any multipurpose fire sprinkler system.
Domestic ❑ 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
❑ 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 1
-Industrial food related
Ice Mach./Refrig.Drains Comments regarding fixture work:
Oil Separator(Gas Station)
Rec.Vehicle Dump Station
Shower: -Gang
-Stall
Sink: -Lav/Bar 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
Water Extractor fees assessed for the sewer increase must be paid before the
Water Closet-Toilet plumbing permit can be issued.
Urinal
Other Fixtures:
I:\Building\Petmits\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
_ Transmittal Letter
T l t;n u.n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: Julie Drinkwater DATAttt -
DEPT: BUILDING DIVISION //
AUG 16 2023
FROM: Mark Baleme
CITY OF TIGARD
COMPANY: Wolcott Plumbing BUILDING DIVISION
PHONE: 503-667-1781 X 3001 By:_ L
EMAIL: mbaleme@wolcott.pro
RE: 16815 SW Colorado LN MST2022-00320
(Site Address) (Permit Number)
South River Terrace/Bld 2/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: 15115113 Initials:
Fees Due: ❑Yes ❑ No Fee Description: Amount Due:
$
$
$
.42141, Pt, $ 'IS, j41-
Specialh'~'
Instructions:
Reprint Permit(per PE): ❑ Yes ❑ No ❑ Done
Applicant Notified: (1 - Date: 4/-7/13 Initials:
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 Car/
l(QgLS ` epLoi284V6 14i
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
140
130
P 120
R 110 C1
C2
E 100
S 90 F D2
S 80 a
U 70 D(
R 60
E 50
40
30
20
10 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
Uponor, Inc. Page 3
SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 3/10/2023
Fitting Legend
Abbrev. Name % % 1 VA 1% 2 2% 3 3'/z 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
Ws* 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 Eqiv 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 Eqiv 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 WI = 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
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
0.0
T.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
OFPCIA C3P'
iv3,s eoLoaAbb Liu
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
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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.
R Residual (Psi) - 100 Other Well
Flow (Gpm) - 300 Proof Flow Gpm
S Elevation - 95
P Location: STREET
P
L Source of Information: CONTRACTOR
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve
Uponor, Inc. Page 2
SOUTH RIVER TERRACE -Two Head Calculation (H.7 & H.5) Date 3/10/2023
City Water Supply: Demand:
Cl - Static Pressure : 108 D1 - Elevation : 10.394
C2 - Residual Pressure: 100 D2 -System Flow : 26.624
C2 - Residual Flow : 300 D2 -System Pressure : 91.563
Hose ( Demand ) : 5
D3-System Demand : 31.624
Safety Margin : 16.313
150
140
130
P 120
R 110 C1
C2
E100 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 ( N ^ 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Uponor, Inc. Page 3
SOUTH RIVER TERRACE-Two Head Calculation (H.7 & H.5) Date 3/10/2023
Fitting Legend
Abbrev. Name % % 1 1'/. 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Uel* Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Utb* Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Utr* Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a *show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a *will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA
Uponor, Inc. Page 4
SOUTH RIVER TERRACE -Two Head Calculation (H.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
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 6
SOUTH RIVER TERRACE -Two Head Calculation (H.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 Egiv Len Total Pf/Ft 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 8.000 150 20.834
to 1.220 21.063 ** Fixed Loss = 15
PRV 95 26.62 1.054 9.220 0.1428 1.317 Vel = 9.79
PRV 95 0.0 1.25 2.000 150 43.214
to 14.000 ** Fixed Loss = 14
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
to 1.000 ** Fixed Loss = 1
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 7.000 150 7.040
to 2.000 0.0
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
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 7
SOUTH RIVER TERRACE-Two Head Calculation (H.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
T.17 119 1.39 1 14.000 150 10.322
to 4.331
T.25 109 6.55 0.862 14.000 0.0284 0.398 Vel = 3.60
T.25 109 -2.48 0.75 Utb 17.0 11.000 150 15.051
to Utr 2.0 19.000 0.0
H.12 109 4.07 0.671 30.000 0.0399 1.196 Vel = 3.69
H.12 109 0.0 0.75 Utr 2.0 18.000 150 16.247
to 2.000 0.0
T.27 109 4.07 0.671 20.000 0.0399 0.798 Vel = 3.69
T.27 109 -0.86 0.75 Utr 2.0 2.000 150 17.045
to 2.000 0.0
T.28 109 3.21 0.671 4.000 0.0258 0.103 Vel = 2.91
T.28 109 0.86 0.75 Utr 2.0 2.000 150 17.148
to 2.000 0.0
H.15 109 4.07 0.671 4.000 0.0398 0.159 Vel = 3.69
H.15 109 0.0 0.75 Utr 2.0 1.000 150 17.307
to 2.000 0.0
T.32 109 4.07 0.671 3.000 0.0400 0.120 Vel = 3.69
T.32 109 0.0 0.75 Utb 17.0 3.000 150 17.427
to 17.000 0.0
T.33 109 4.07 0.671 20.000 0.0399 0.797 Vel = 3.69
T.33 109 4.12 1.25 Utr 4.0 2.000 150 18.224
to 4.000 0.0
T.35 109 8.19 1.054 6.000 0.0162 0.097 Vel = 3.01
0.0
T.35 8.19 18.321 K Factor= 1.91
T.17 119 -1.38 0.75 Utb 17.0 9.000 150 10.322
to Utr 2.0 19.000 0.0
H.2 119 -1.38 0.671 28.000 -0.0054 -0.152 Vel = 1.25
H.2 119 0.0 0.75 Utr 2.0 6.000 150 10.170
to 2.000 0.0
T.18 119 -1.38 0.671 8.000 -0.0054 -0.043 Vel = 1.25
T.18 119 6.40 0.75 Utr 2.0 3.000 150 10.127
to 2.000 0.0
H.6 119 5.02 0.671 5.000 0.0588 0.294 Vel = 4.55
H.6 119 0.0 0.75 Utb 17.0 3.000 150 10.421
to 17.000 0.0
T.19 119 5.02 0.671 20.000 0.0588 1.175 Vel = 4.55
T.19 119 -1.65 0.75 Utb 17.0 4.000 150 11.596
to Uel 11.0 28.000 0.0
H.8 119 3.37 0.671 32.000 0.0282 0.901 Vel = 3.06
H.8 119 0.0 0.75 Utr 2.0 5.000 150 12.497
to 2.000 0.0
T.20 119 3.37 0.671 7.000 0.0281 0.197 Vel = 3.06
T.20 119 0.0 0.75 Utr 2.0 13.000 150 12.694
to 2.000 0.0
H.9 119 3.37 0.671 15.000 0.0281 0.422 Vel = 3.06
H.9 119 0.0 0.75 Utr 2.0 5.000 150 13.116
to 2.000 0.0
H.10 119 3.37 0.671 7.000 0.0281 0.197 Vel = 3.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 8
SOUTH RIVER TERRACE-Two Head Calculation (H.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 Egiv 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 Vel = 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
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 9
SOUTH RIVER TERRACE-Two Head Calculation (H.7& H.5) Date 3/10/2023
Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe `"""`"" Notes """`
Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf
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
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
City of Tigard
" Deferral Until Occupancy Request
T I G A R D 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: 9/14/2022 Site Address: 16815 SW Colorado Lane
Project South River Terrace Land Use Case or MST2022-00320
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'DT 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 a t- ALa.ww Abo1.41-afs.(Taylor Morrison NW) Date: 09/19/2022
Developer:Owi.a.r Atzumi.Alxn4Lo s (Taylor Morrison NW) Date: 09/19/2022
Permit Coordinator: 5'('i2 �^J✓ v Date: 9/14/2022
CITY OF TIGARD MASTER PERMIT
aY ' COMMUNITY DEVELOPMENT Permit#: MST2022-00320
Date Issued: 12/01/2022
T I[;A 11 D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S107AD05200
Jurisdiction: Tigard
Site address: 16815 SW COLORADO LN
Subdivision: SOUTH RIVER TERRACE Lot: H
Project: South River Terrace,Tract H,Building 2, Unit 2
Project Description: New attached dwelling(2 of 3)Units. NO FINAL INSPECTION UNTIL DEFERRED SDC FEES ARE
PAID.
BUILDING
Floor Areas Required Setbacks Required
Stories: 2 Bedrooms: 3 First: 672 sf Basement: 0 sf Left: 0 Parking Spaces: 0
Height: 25 Bathrooms: 3 Second: 953 sf Garage: 287 sf Front: 12 Smoke Yes
Dwelling Units: 1 Third: 0 sf Right: 0 Detectors:
Total: 1625 sf Value: $262,507.16 Rear: 10
PLUMBING
Sinks: 1 Water Closets: 3 Washing Mach: 1 Laundry Trays: 0 Rain Drain: 1 Urinals: 0
Lavatories: 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 Catch Basins: 0
Bckflw Prevntr: 0
Footing Drain: 100 Ice Maker: 1 Hose Bib: 2 Backwater Value: 1
Other Fixtures: 0
Drywell-Trench Drain: 0
Other Fixture Units:
MECHANICAL
Fuel Types Air Conditioning: Y Vent Fans: 4 Clothes Dryers: 1
Natural Gas Heat Pump: N Hoods: 1 Other Units: 0
Furn<100K: 1 Vents: 0 Woodstoves: 0 Gas Outlets: 2
Furn>=100K: 0
ELECTRICAL
Residential Unit Service Feeder Temp Srvc/Feeders Branch Circuits
1000 sf or less: 1 0-200 amp: 0 0-200 amp: 0 W/Svc or Fdr: 0
Ea add'l 500 sf: 2 201-400 amp: 0 201-400 amp: 0 W/O Svc/Fdr: 0
Mfd Home/Feeder/Svc: 0 401-600 amp: 0 401-600 amp: 0
601-1000 amp: 0 601+amp-1000v: 0
1000+amp/volt: 0
ELECTRICAL-RESTRICTED ENERGY
SF Residential
Audio&Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All Y
Other: N Other Description:
Ecompasing:
BUILDING INFO
Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet:
NEW SFA VB R-3 1625
Owner: Contractor:
TAYLOR MORRISON NORTHWEST LLC WILLIAM LYON HOMES INC Required Items and Reports(Conditions)
703 BROADWAY ST STE 510 703 BROADWAY STREET,SUITE 510 1 Ersn Cntrl 503-639-4175
VANCOUVER,WA 98660 VANCOUVER,WA 98660 2 Fire Rated Conditions
PHONE: PHONE: 360-695-7700
FAX:
Total Fees: $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 approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more
the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR
057-nn1-nn1n thrninh AR oc9-nn1_n on v ,1 au nhtain a',t ,, a nofth ndac nrd ell iactinnc to rii INr..by callinn cn373710R7 nr 1 • 79Zdd
Issued By: h/41-71 . /�
l Permittee Signature: st .-
Call 503.639.4175 by 7:00 a.m.for the next available Inspection date.
This permit card shall be kept in a conspicuous place on the job site until completion of the project.
Approved plans are required on the job site at the time of each inspection.
. Electrical Permit ApplicationQ
a I E C E FOR OFFICE USE ONLY
City of Tigard I i Race ved
• 13125 SW Hall Blvd.,Tigard,OR 97223 h." ;._ Dan Review
Permit a:
2 Phone: 503.718.2439 Fax. 503.598.1960 r` Plan R
Inspection Line: 503.639.4175 �Ud 1 102� Ready : Related Permit a:
TIGARD Ready Date/By lent ` See Page 2 for
a Internet. veww.lieard-or.spv ReadyNotified/Method
j� F IGtSupplemental Information
TYPE OF W„Q -L"'-' -a"-: ttlC,;;p,,
❑New ConstructionPLAN REVIEW
0 Addition alteration replacement Please check all that apply(submit 2 sets of plans wniems checked)
❑ Demolition ❑Other: 0 Service or feeder 400 amps or more 0 Building over three stones,
CATEGORY.OF CONSTRUCTION where the available fault current 0 Marinas and boatyards.
exceeds 10,000 amps at 150 volts or 0 Floating buildings.
NI 1-and 2-family dwelling 0 Commercial.'industrial
0 ACcestinn building less to ground,or exceeds 14,000 ❑Commercial-use argicuhural
❑ Multi-famih ❑ Master builder amps for all other installations buildings.
❑Other: ❑Fire pump.
JOB`SITE INFORMATION AND LOCATION ❑Installation largerpa at l5d rivA or
0Emergency system. separately derived
lob k: I Job site address: 16815 SW Colorado LN 0 Addition of new motor load of system
City/State/ZIP: Tigard,OR 97140 IOOHPa a retjmore. ❑occupa c•t-2""I-3"
❑Six or more residential units.. occupancy
Suite/bldg.lapt.#:Buildin 2 ❑Health-care facilities ❑Recreational vehicle parks.
9 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 votes nominal.
FEE SCHEDULE
Description I Qty. I Each I Total I •
Subdivision: South River Terrace New residential single-or multi-family dwelling unit.
Lot k: Tract/I Includes attached garage.
Tax map/parcel k: 1,000 sq.ft.or less 168.54
L4
DESCRIPTION OF WORK Ea add 500 sq (},dore ponion
33.92 101.76 1
Limited energy,residential
Nan construction."Type SI'Ci (with above sq.ft) 75,00 2
UNIT 2 Limited energy,multi-family
residential(wishthabove sq.ft.) 75.00 2
® PROPERTY OWNER I 0 TENANT' Renewable Energy ❑ See Page 2
Services or feeders installation,alteration,and/or relocationName: Taylor Morrison Northwest LLC.
200 amps or less i 100.70 1001 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 8674601 amps to 1,000 amps 301.04 2
I Fax:( ) Over 1,000 amps or volts 552.26
2
Email: DAlamiAbouhafsutaylormorrison.com-PermitSubmittalsrgtaylormorrison.com
Temporary services or feeders installation,alteration,and/or
Owner installation:This installation is being made on property that I own which is not 200 ampsor less
intended for sale,lease,rent,or exchange,according to ORS 447.449.670,and 701. 59.36 i
1
Owner signature: 201ampsto4�amps 125.08
2
_ Date: 401 amps to 599 amps 168.54 2
0 APPLICANT' I 0 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.
7.42 2
Contact name: Omar Alami Abouhafs each branch circuit
Address: 703 Broadway St.,Ste 710 B Fee for branch circuits without
service or feeder fee,first
branch circuit 56.18 2
City/State/ZIP: Vancouver,WA 98660 Each add'i branch circuit
Z42 ' 2
Phone:(360 )946 8674 I Fax: :( ) Miscellaneous(service or feeder not included)
Each manufactured or modular
Email:OAIamiAbouhafs laylormorrison.com-PermitSubmittals@taylormorrison.com dwelling,service and/or feeder 67.84 2
CONTRACTOR Reconnect only 67.84 2
Business name: t1'3ll -�A Pump r imgation circle 57.84 2
r t r 1 T7 1- ,.t...� J(Y,1 �� - Sign or outline lighting 67.84 2
Address: 3 tf 1 5 NE Li ei hi � Signal circuit(s)or limited-energy
/ 1 sJ panel,alteration,or extension. 0 See Page 2 2
Ci[y%State/ZIP: C>^T 2-1Each additional inspection over allowable In any of the above
Phone:( �; Additional inspection(1 ter min) 66.25/ter
5 �j , ?j�y' j Fax:( ) Investigation(I hr min) 9000/ter
Email: Sc., „��,p ,L.rZ�M Industrial plant(Ihrmin) 78.18/hr
CCB Lic.: 9s I t7`' 4154
y 1.� Inspections for which no fee is
1 I A 3 Electrical Lic.: �I Suprv.Lie.: I I specifically listed(S4 hrmin) 9000/ter
Suprv.Electrician signature.required: "7. 1 hb.-5 ELECTRICAL PERMIT FEES
Print name: �J Subtotal: $202.46
y � L t s-l- RZ. I Date: ❑Plan Review Required(25%of permit fee):
�imoeir<a+oosrw State surcharge(124;0 of permit fee):
Authorized signature:
TOTAL PERMIT FEE:
Print name: mi.,/ --nib m es 0t.J I This permit application expires if a permit is not obtained within 19a
I Date: days after it has been accepted as complete.
CVluildinglPermintF.LC PermitApp-ELa ERE dos Rev 66r17+2015 • Number of inspections allowed per permit
440 4613Ti 1 PONCOM•'WEB
Plumbing Permit ApplicationR EC EN
Building Fixtures
FOR OFFICE USE ONLY
IIICity of Tigard AUG 1 2022 Rived Permit No.:
13125 SW Hall Blvd.,Tigard,OR 97223 Date Byt
Phone: 503.718.2439 Fax: 503.598.1961CIN ry-OF I Il:Af1:"iL Plan Review
pate/gy; Other Permit No.:
'r 1 G A R D Inspection Line: 503.639.4175 ,
Internet: www.ligard-or.gov N o
BUILDING DIVle`_!. tiReadylty: Suds: Sec Page for
Notified/Method: Supplemental Information
TYPE OF WORK _ FEE* SCHEDULE
®New construction ❑Demolition For special Lfornsation use checklist.
Description I I Total
❑Addition/alteration/replacement D Other: New 1-2-family dwellings(includes 100ftfor each utility connection)
CATEGORY OF CONSTRUCTION SFR(1)bath 312.70
�
(�1-and 2-family dwelling ❑Commercial/industrial SFR(2)bath
❑Accessory buildingSFR(3)bath 1 500,32 500.32
Multi-family
0 Master builder
0
Other Each additional bath/kitchen 25.02
Fire sprinkler( sq.ft) Page 2
JOB SITE INFORMATION AND LOCATION Site utilities:
Job site address: 16815 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.: ) 1 Page2
Suite/bldg./apt.no.Building 21 Project name:South River Terrace
Manufactured home utilities 50.03
Cross street/directions to job site: Manholes 18.76
Rain drain connector 18.76
Sanitary sewer(no.linear ft.:_) Page 2
Storm sewer(no.linear ft.:_) Page 2
Water service(no.linear 8: ) Page 2
Subdivision: South River Terrace I Lot no.: Tract H Fixture or item:
Tax map/parcel no.: Backflow preventer 31.27
DESCRIPTION OF WORK Backwater valve 12.51
New construction-Type SFU Clothes washer 1 25.02 25.02
UNIT 2 Dishwasher 1 25.02 25.02
Drinking fountain 25.02
Ejectors/sump 25.02
® PROPERTY OWNER I 0 TENANT Expansion tank
12.51
Name: Taylor Morrison Northwest LLC. Fixturelsewercap 25.02
Address:703 Broadway St.,Ste 510 Floor drain/floor 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
® 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
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)695-770D Fax::(360)693-4442 Tub/shower/shower pan 12.51
E-mail:permitsubmittals r®taylorrnorrlson.corn Urinal 25,02
CONTRACTOR Water closet 25.02
Water heater 37.52
Business name:G&B Plumbing&Sons Inc
Water piping/HW V $6.29
Address:P.O.Box 92 Other 25.02
City/State/ZIP:St.Paul,OR 97137 Subtotal 600.40
Phone:(503)868-1417 Fax:(971)727-8170 Minimum permit fee: $72.50
CCB Lic.: 184372 Plumbing Lic.no.:pb634 Plan review (25%of permit fee)
. /j State surcharge(12%of permit fee)
Authorized signature: ey't rL _W{ Lr
TOTAL PERMIT FEE
Print name:Steve Fowler Date: 10/30/20 This permit application expires if a permit Is not obtained within ISO days
after it has been accepted as complete.
*Fee methodology set by Tri-County Building Industry Service Board.
1:RiaildmtPvmd&WLMU-Pemri!App.dac IO isis 4404616TC IeOLCOM+WEa)
l 4
iii,, City of Tigard
p COMMUNITY DEVELOPMENT DEPARTMENT
1
TIGARD Building Permit Review - Residential
Building Permit #: ? Y"LJ1LZ- bpi?
-0
Site Address: Ibe v; &A ColovadO L,v'.
Project Name: &kV \ ;Lave( 1,P4v+eucp Lot #: `choir I/
Proposal: 't wtqq 2_ , tM ( Z f2 0J2
Land Use Case: -2-UM -vc0C8 Zone: Jc",D
Required Submittal Elements
3 copies of site plan SqudI efootage of buildings to be demolished
tos Drawn to standard scale _Footprint of new structure and FFE
71 North arrow ❑ Retained gees, r p ttrre7-tree protective r—
giSite address, project name, lot # Street trees shown / labelled
4 Street names sidewalk / driveway shown and dimensioned
)Zf Applicant name and phone # 'Utility locations & easements (new / additions)
71Lot and setback dimensions 1] Location-ef-tn+ells f-septic-syst-ears-
xis i rsn site $Lot area and lot coverage percentage
Erosion control < orner elevations (2' contours if > 4' differential)
Vision clearance triangle shown Ground slope at building pad calculated / shown
Planning Review
J�Verify address / suite # active in Accela.
.Clean Water Services - Service Provid r Letter (lot platted prior to 9/10/1995)
Required: ❑ Yes Ai No
Received: ❑ Yes ❑ No
Cublic Facilities Improvement (PFI) Permit:
Required: ❑ Yes rffiNo
Applied For: 0 Yes 1=1_.N.o, stop intake
sensitive Lands: ❑ Yes No
Type:
31,e6dusing 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
O Courtyard Units Type II (1 per building) fiver Terrace Addendum
❑ Conditions met prior to issuance of building permit -Cy'CO L? (C't
Approved By Planning: �� - _ Date: 5Il /2 ._
Notes
Revision 1: 0 Approved 0 Not Approved Date:
Revision 2: 0 Approved 0 Not Approved Date:
Id BuildinglFmms`,Bldg VetmftRvw Res 070722.docx
,
Building Permit Submittal
Original Submittal Date: �i( /2-2_
Site Plans #:
Building Plans #: /S
Building Permit #: t Biuilding permit # entered on page 1
Workflow Routing: "Planning .B-engineering .,11-Permit Coordinator ❑,..B.uilding
Workflow Sign-off: gn-off for Planning (include notes from planning review)
Route Documents: .0-Engineering: (1) copy of permit application, (1) site plan,
(1) building plan and original plan review routing form.
,❑'Building: original permit application, site plans, building
plans, engineer and beam calculations and trust details, if
applicable, etc.
Permit Technician: l71kto vt rya /47 / Date: g02-2—
Notes
Engineering Review
Slope at building pad verified Slope: 49
//id VConditions met prior to issuance of permit
/ f t-Easements (encroachments) per engineering conditions of approval and plat
Pt/Water Quality/Quantity Facility:
Assess Water Quality Fee in-lieu: ❑ Yes [l:]-No
Assess Water Quantity Fee in-lieu: ❑ Yes l 'No
LIDA Facility on lot: ❑ Yes l -1Vo Add Fee: ❑ Yes ❑ No
❑ Final Plat Recorded
❑ NOT Approved Date:
Notes
Approved By Engineering: Date: g//3/2Z
Revision 1: ❑ Approved Not Approved Date:
Revision 2: ❑ Approved ❑ Not Approved Date:
Permit Coordinator Review
71 Conditions met prior to issuance of permit
❑ Approved, NOT Released: Date notified applicant:
❑ ENG Revisions Required: Date notified applicant:
SDC Exemption: ❑ Receivedoes not apply
SDC Fees Entered: Wash Co Trans Dev Tax: /Yes ❑ N/A
Tigard Trans SDC: >ZJ Yes ❑ N/A See d p
Parks SDC: Yes ❑ N/A ArrY'LS.
LIDA ❑ Yes N/A
,VOK to Issue/Approved by Permit Coordinator: v Date: C1114
Revision 1: El Approved ❑ Not Approved Date:
Revision 2: ❑ Approved El Not Approved Date:
City of Tigard
® COMMUNITY DEVELOPMENT DEPARTMENT
TIGARD River Terrace South Rowhouse Supplemental
Building Permit #: MSTzo1,1- 00 )?A) Project Name: cSo\* ' erT2wz .e
Site Address: UPVIS CIA Co\olrrtdb LvA Lot #: ✓�^R�
Tah 04AT
Land Use Case: PDR2021-00003
Rowhouse Standards
Units ,EfEach rowhouse group consists of 2-3 attached units
Lot Size L t,000sf - 8,000 (duplex) or 11,000sf (triplexl.(Max 125,000sf in Area A)
Lot Width0 ft VS44'
Setbacks Zf 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 i/Max height: 35 Actual Height: (o'7 S
Definition y Each dwelling unit includes one of the following on the street-facing facade:
❑ Roof dormer min. 4 ft in width
O Balcony min. 2 ft depth, accessible from interior
❑ Bay window that extends a min. of 2 ft from facade
'Offset of the facade min. 2 ft in depth from neighboring unit
Entrance /Opens onto front porch (can be located on side elevations)
Porch/
Balcony y" Each dwelling unit includes one of the following:
IB'Porch, min. 48 sf with no horizontal dimension less than 6 ft
❑ Balcony on same facade as main entrance, min. 48 sf, min. 8 ft in
width, 15 ft above grade, accessible from interior living space
Roof ,L Sloped, pitch between 4/12 and 14/12
Staircases c'No exterior staircases to stories above the first story
Windows El/Minimum 12% of area of all street-facing facades
I:\Building\Forms\BldgPermitRvw_ROW Supplemental 070722
Parking .5-Per Parking Plan Exhibit C, Sheet 10.1 and 10.2
Off street parking is accessed through:
A 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 8, D, E, and I: 12 ft (See Exhibit C of PDR)
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 2/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: a? r20 / Z2