Permit Plumbing Permit A t t licati 1 r ECEIVED
Building Fixture 1 . ' I FOR OFFICE USE ONLY
0 C T 6 2023 Received ,np l ^/) .n O^
Cityof Ti .. t t '�it///��1 Receiv Perm t No.: `V , NIC IU 4•U U(L]l
• 13125 SW Hall Blvd.,Tigard,OR 972 y'
I Phone: 503.718.2439 Fax: 503.59 OF TIGARD Plan Review
DING DIVISION Date/By: Other Pe mtNo.:
T I Cl A R I) Inspection Line: 503.639.4175 Date Read .B Doris: Et See Page 2 for
Internet: www.tigard-or.gov y Notiticd/Melhod: Supplemental Information
TYPE OF WORK FEE* SCHEDULE
' 'New construction ❑Demolition For special information use checklist.
Description I Qty. I Ea. I Total
❑Addition/alteration/replacement 0 Other: New 1-2-family dwellings(includes 100 ft.for each utility connection)
CATEGORY OF CONSTRUCTION SFR(1)bath 312.70
VI-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78
❑Accessory building ID Multi-familySFR(3)bath 500.32
❑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: 16829 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.: 3 I Project name: South River Terrace Manufactured home utilities 50.03
Cross street/directions to job site: Manholes 18.76
Rain drain connector 18.76
Sanitary sewer(no.linear ft.: ) Page 2
Storm sewer(no.linear ft.: Page 2
Water service(no.linear ft.: ) Page 2
Subdivision: South River Terrace Lot no.: 1 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 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
*V APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02
Business name: Taylor Morrison Northwest, LLC Medical gas(value:$_) page 2
Contact name:
Tonja Morrs Primer 12.51
Roof drain(commercial) 12.51
Address: 703 Broadway St, Ste 710 Sink/basin/lavatory 25.02
City/State/ZIP: Vancouver, WA 98660 Solar units(potable water) 62.54
Phone:(971)409-5931 Fax: :( ) Tub/shower/shower pan 12.51
Urinal 2s.o2
E-mail: tmorris@taylormorrison.com
r
Water closet 25.02
CONTRACTOR
Water heater 37.52
Business name: BDL plumbing Waterpiping/DWV 56.29
Address: 301 ne curtis dr Other: 25.02
City/State/ZIP: Corbett, OK 9(019 Subtotal
Phone:(503§656055 Fax:( ) Minimum permit fee: $72.50
Plan review (25%of permit fee)
CCB Lie.: 180345 Plumbing Lic.no.: PB1582
+�[�I+IJ State surcharge(12%of permit fee)
Authorized signature: TOTAL PERMIT FEE
Print name: Logan I'Clq(Tell 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.
11Building\ermits\PLMU-PermitApp.doc 10/01/09 440-4616T(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- I"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 S5,001.00 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
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
❑ 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 0 New exterior plumbing site utilities for any complex structure
Car Wash: -Each Stall as defined in OAR918-780-0040.
-Drive Thru
El Medical gas and vacuum systems for health care facilities.
Cuspidor/Water Aspirator El Any multipurpose fire sprinkler system.
Dishwasher: -Commercial
❑ Any complex structure as defined in OAR918-780-0040.
-Domestic
Drinking Fountain Submit 2 sets of plans with any of the above.
Eye Wash
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: -Lay/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 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.
1,1I City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
Transmittal Letter
TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: Julie Drinkwater DAT G E D
DEPT: BUILDING DIVISION AUG 1 6 2023
FROM: Mark Baleme CITY OF TIGARD
COMPANY: Wolcott Plumbing BUILDING DIVISION QQ
PHONE: 503-667-1781 X 3001 By'/71
EMAIL: mbaleme(giwolcott.pro
RE: 16829 SW Colorado LN MST2022-00341
(Site Address) (Permit Number)
South River Terrace/Bld 3/Unit 1
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
Additional set(s)of plans. 2 Revisions: Sprinkler drawings and calcs
Cross section(s)and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. Engineer's calculations.
Other(explain):
REMARKS: Revised pi, new water service layout
FOR OFFICE USE ONLY
Routed to Permit Technician: Date: V„i5p-3 Initials: 4-c4
Fees Due: ❑ Yes ❑No Fee Description: Amount Due:
$
$
$
47titi Pt(,.-r P-w,cJ $ tjS,"
Special — pit,,.i ei,;\c.,) 4 j t
Instructions: (hnt4 fa,A i,1) ,3 4
Reprint Permit(per PE): ❑ Yes ❑ No (1 Done
Applicant Notified: (/►� Date: 7/i f 13 Initials: 8,77
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am NICET
Certifie .
RECEIVED Brent Kotula Date: 0/2023
NICET Certification No. 113889
AUG 16 2023 Water-Based Systems Layout - Level IV
Certification Expires: June 1, 2023
CITY OF TIGARD
BUILDING DIVISION
uponor
AquaSAFETM Fire Safety System
� OFFICE Car,
1!ecbe! S IAD eiDLEAZ4t�d Lt.)
Uponor, Inc.
5925 148th Street West
Apple Valley, MN 55124
800-321-4739
Job Name : SOUTH RIVER TERRACE -One Head Calculation (H.6)
Drawing : RESIDENTIAL
Location : 2 STORY TRIPLEX-UNIT 1 TIGARD OR
Remote Area : 1
Contract : 43463F 001 R1
Data File : 43463F 001 R1 2 Story Triplex, Unit 1 + Mirror.wxl
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Uponor, Inc. Page 1
SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 3/10/2023
HYDRAULIC DESIGN INFORMATION SHEET
Name - SOUTH RIVER TERRACE Date - 9/29/2022
Location - TIGARD OR
Building - RESIDENTIAL System No. - 1
Contractor - WOLCOTT PLUMBING Contract No. - 43463F 001 R1
Calculated By - BRENT KOTULA SET IV Drawing No. - F100
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X) 1 ( )2 ( ) 4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 17 Gpm System Type
Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make SENJU Model RC-RES
2 Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4. 9
G Note: Temperature Rating 162
N
Calculation Gpm Required 17 Psi Required 82.22 At Ref Pt STR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - x Rated Cap. Cap.
T Time of Test - x @ Psi Elev.
E Static (Psi) - 108 Elev.
R Residual (Psi) - 100 Other Well
Flow (Gpm) - 300 Proof Flow Gpm
S Elevation - 95
P Location: STREET
P
L Source of Information: CONTRACTOR
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve
Uponor, Inc. Page 2
SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 3/10/2023
City Water Supply: Demand:
C1 -Static Pressure : 108 D1 - Elevation : 10.394
C2 - Residual Pressure: 100 D2 - System Flow : 16.974
C2 - Residual Flow : 300 D2 - System Pressure : 82.225
Hose ( Demand ) : 5
D3 - System Demand : 21.974
Safety Margin : 25.712
150 •
140
130
P 120
Cl
R 110 a - - C2
E 100
S 90 a D2
S 80
U 70Di
R 60
E 50
•
40
30
•
20
10 ° D1
cW,... .... .... . . . . . .
50 100 150 200 250 300 350 400 450
FLOW ( NA1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Uponor, Inc. Page 3
SOUTH RIVER TERRACE -One Head Calculation (H.6) Date 3/10/2023
Fitting Legend
Abbrev. Name % '/4 1 11/4 1'/ 2 2% 3 3'A 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Uel* Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Utb* Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Utr* Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a *will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA
Uponor, Inc. Page 4
SOUTH RIVER TERRACE- One Head Calculation (H.6) Date 3/10/2023
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 108.0 100 300.0 107.936 21.97 82.225
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H.6 119.0 4.9 12.0 16.97 0.05 324
T.25 119.0 16.16
H.3 119.0 17.22
T.22 119.0 17.42
H.1 119.0 17.7
H.2 119.0 18.48
H.4 119.0 18.92
T.24 119.0 19.74
T.38 109.0 24.39
T.39 109.0 24.55
T.40 109.0 25.17
S.1 109.0 25.75
PRV 95.0 47.39
SMTR 95.0 61.51
TEE 95.0 64.87 5.0
MTR 95.0 76.25
CRB 95.0 79.9
STR 95.0 82.22
T.29 119.0 13.58
T.30 119.0 16.61
H.13 119.0 18.09
T.31 119.0 18.88
H.12 119.0 19.24
H.10 119.0 19.4
H.9 119.0 19.56
T.28 119.0 19.91
T.26 119.0 20.32
T.35 109.0 20.74
H.14 109.0 21.98
T.33 109.0 22.3
H.15 109.0 22.53
H.16 109.0 23.03
T.34 109.0 23.34
H.17 109.0 23.58
T.37 109.0 24.32
H.18 109.0 20.86
T.36 109.0 20.87
H.19 109.0 20.94
T.44 109.0 21.02
T.47 109.0 21.84
H.21 109.0 22.06
T.45 109.0 22.54
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA
Uponor, Inc. Page 5
SOUTH RIVER TERRACE - One Head Calculation (H.6) Date 3/10/2023
NODE ANALYSIS(cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
T.43 109.0 22.64
T.41 109.0 22.94
H.20 109.0 22.59
H.11 119.0 19.14
H.8 119.0 19.27
H.5 119.0 19.42
T.23 119.0 19.74
H.7 119.0 20.04
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 6
SOUTH RIVER TERRACE- One Head Calculation (H.6) Date 3/10/2023
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.6 119 4.90 9.21 0.75 Utb 17.0 4.000 150 12.000
to Utr 2.0 19.000 0.0
T.25 119 9.21 0.671 23.000 0.1808 4.158 Vel = 8.36
T.25 119 -5.10 0.75 Utb 17.0 9.000 150 16.158
to 17.000 0.0
H.3 119 4.11 0.671 26.000 0.0407 1.057 Vel = 3.73
H.3 119 0.0 0.75 Utr 2.0 3.000 150 17.215
to 2.000 0.0
T.22 119 4.11 0.671 5.000 0.0406 0.203 Vel = 3.73
T.22 119 0.0 0.75 Utr 2.0 5.000 150 17.418
to 2.000 0.0
H.1 119 4.11 0.671 7.000 0.0407 0.285 Vel = 3.73
H.1 119 0.0 0.75 Utr 2.0 17.000 150 17.703
to 2.000 0.0
H.2 119 4.11 0.671 19.000 0.0406 0.772 Vel = 3.73
H.2 119 0.0 0.75 Utr 2.0 9.000 150 18.475
to 2.000 0.0
H.4 119 4.11 0.671 11.000 0.0406 0.447 Vel = 3.73
H.4 119 0.0 0.75 Utb 17.0 3.000 150 18.922
to 17.000 0.0
T.24 119 4.11 0.671 20.000 0.0406 0.813 Vel = 3.73
T.24 119 . -0.14 1 Utb 17.0 15.000 150 19.735
to 14.000 4.331
T.38 109 3.97 0.862 29.000 0.0113 0.327 Vel = 2.18
T.38 109 7.94 1.25 5.000 150 24.393
to 0.0
T.39 109 11.91 1.054 5.000 0.0322 0.161 Vel = 4.38
T.39 109 0.0 1.25 Utr 4.0 4.000 150 24.554
to Uel 11.0 15.000 0.0
T.40 109 11.91 1.054 19.000 0.0323 0.613 Vel = 4.38
T.40 109 5.06 1.25 T 2.44 7.000 150 25.167
to 2.440 0.0
S.1 109 16.97 1.054 9.440 0.0622 0.587 Vel = 6.24
S.1 109 0.0 1.25 E 1.22 8.000 150 25.754
to 1.220 21.063 * * Fixed Loss = 15
PRV 95 16.97 1.054 9.220 0.0621 0.573 Vel = 6.24
PRV 95 0.0 1.25 2.000 150 47.390
to 14.000 * * Fixed Loss = 14
SMTR 95 16.97 1.054 2.000 0.0620 0.124 Vel = 6.24
SMTR 95 0.0 1.25 E 1.22 50.000 150 61.514
to G 0.407 4.067 0.0
TEE 95 16.97 1.054 T 2.44 54.067 0.0621 3.359 Vel = 6.24
TEE 95 H5 5.00 1.25 T 2.44 50.000 150 64.873
to E 1.22 3.661 6.000 * * Fixed Loss =6
MTR 95 21.97 1.054 53.661 0.1001 5.374 Vel = 8.08
MTR 95 0.0 1 20.000 150 76.247
to 1.000 * * Fixed Loss = 1
CRB 95 21.97 0.995 20.000 0.1326 2.652 Vel = 9.07
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
•
Uponor, Inc. Page 7
SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 3/10/2023
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
CRB 95 0.0 1 10.000 150 79.899
to 1.000 * * Fixed Loss = 1
STR 95 21.97 0.995 10.000 0.1326 1.326 Vel = 9.07
0.0
STR 21.97 82.225 K Factor= 2.42
H.6 119 7.76 0.75 Utr 2.0 10.000 150 12.000
to 2.000 0.0
T.29 119 7.76 0.671 12.000 0.1318 1.581 Vel = 7.04
T.29 119 0.0 0.75 Utb 17.0 6.000 150 13.581
to 17.000 0.0
T.30 119 7.76 0.671 23.000 0.1318 3.031 Vel = 7.04
T.30 119 -2.84 0.75 Utb 17.0 7.000 150 16.612
to Utr 2.0 19.000 0.0
H.13 119 4.92 0.671 26.000 0.0568 1.477 Vel = 4.46
H.13 119 0.0 0.75 14.000 150 18.089
to 0.0
T.31 119 4.92 0.671 14.000 0.0568 0.795 Vel = 4.46
T.31 119 -2.14 0.75 Utr 2.0 16.000 150 18.884
to 2.000 0.0
H.12 119 2.78 0.671 18.000 0.0197 0.355 Vel = 2.52
H.12 119 0.0 0.75 Utr 2.0 6.000 150 19.239
to 2.000 0.0
H.10 119 2.78 0.671 8.000 0.0198 0.158 Vel = 2.52
H.10 119 0.0 0.75 Utr 2.0 6.000 150 19.397
to 2.000 0.0
H.9 119 2.78 0.671 8.000 0.0198 0.158 Vel = 2.52
H.9 119 0.0 0.75 Utr 2.0 16.000 150 19.555
to 2.000 0.0
T.28 119 2.78 0.671 18.000 0.0197 0.355 Vel = 2.52
T.28 119 0.0 0.75 Utr 2.0 2.000 150 19.910
to Utb 17.0 19.000 0.0
T.26 119 2.78 0.671 21.000 0.0198 0.415 Vel = 2.52
T.26 119 2.28 1 Utb 17.0 15.000 150 20.325
to 14.000 4.331
T.40 109 5.06 0.862 29.000 0.0176 0.511 Vel = 2.78
0.0
T.40 5.06 25.167 K Factor= 1.01 _
T.25 119 5.10 1 14.000 150 16.158
to 4.331
T.35 109 5.1 0.862 14.000 0.0179 0.250 Vel = 2.80
T.35 109 -1.09 0.75 Utb 17.0 15.000 150 20.739
to 17.000 0.0
H.14 109 4.01 0.671 32.000 0.0389 1.245 Vel = 3.64
H.14 109 0.0 0.75 Utr 2.0 6.000 150 21.984
to 2.000 0.0
T.33 109 4.01 0.671 8.000 0.0389 0.311 Vel = 3.64
T.33 109 0.0 0.75 Utr 2.0 4.000 150 22.295
to 2.000 0.0
H.15 109 4.01 0.671 6.000 0.0388 0.233 Vel = 3.64
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 8
SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 3/10/2023
Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe **`*"' Notes *""*"'
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
H.15 109 0.0 0.75 Utr 2.0 11.000 150 22.528
to 2.000 0.0
H.16 109 4.01 0.671 13.000 0.0389 0.506 Vel = 3.64
H.16 109 0.0 0.75 Utr 2.0 6.000 150 23.034
to 2.000 0.0
T.34 109 4.01 0.671 8.000 0.0389 0.311 Vel = 3.64
T.34 109 0.0 0.75 Utr 2.0 4.000 150 23.345
to 2.000 0.0
H.17 109 4.01 0.671 6.000 0.0388 0.233 Vel = 3.64
H.17 109 0.0 0.75 Utb 17.0 2.000 150 23.578
to 17.000 0.0
T.37 109 4.01 0.671 19.000 0.0389 0.739 Vel = 3.64
T.37 109 3.93 1.25 Utr 4.0 1.000 150 24.317
to 4.000 0.0
T.38 109 7.94 1.054 5.000 0.0152 0.076 Vel = 2.92
0.0
T.38 7.94 24.393 K Factor= 1.61
T.35 109 1.08 0.75 Utb 17.0 7.000 150 20.739
to Uel 11.0 28.000 0.0
H.18 109 1.08 0.671 35.000 0.0035 0.121 Vel = 0.98
H.18 109 0.0 0.75 Utr 2.0 2.000 150 20.860
to 2.000 0.0
T.36 109 1.08 0.671 4.000 0.0035 0.014 Vel = 0.98
T.36 109 0.0 0.75 Utr 2.0 17.000 150 20.874
to 2.000 0.0
H.19 109 1.08 0.671 19.000 0.0035 0.066 Vel = 0.98
H.19 109 0.0 0.75 Utb 17.0 5.000 150 20.940
to 17.000 0.0
T.44 109 1.08 0.671 22.000 0.0035 0.076 Vel = 0.98
T.44 109 2.84 0.75 Utr 2.0 3.000 150 21.016
to Utb 17.0 19.000 0.0
T.47 109 3.92 0.671 22.000 0.0373 0.820 Vel = 3.56
T.47 109 0.0 0.75 6.000 150 21.836
to 0.0
H.21 109 3.92 0.671 6.000 0.0373 0.224 Vel = 3.56
H.21 109 0.0 0.75 Utr 2.0 11.000 150 22.060
to 2.000 0.0
T.45 109 3.92 0.671 13.000 0.0372 0.484 Vel = 3.56
T.45 109 -0.85 0.75 Utr 2.0 2.000 150 22.544
to 2.000 0.0
T.43 109 3.07 0.671 4.000 0.0238 0.095 Vel = 2.79
T.43 109 0.85 0.75 Utr 2.0 6.000 150 22.639
to 2.000 0.0
T.41 109 3.92 0.671 8.000 0.0374 0.299 Vel = 3.56
T.41 109 0.0 0.75 Utr 2.0 18.000 150 22.938
to Utb 17.0 19.000 0.0
T.37 109 3.92 0.671 37.000 0.0373 1.379 Vel = 3.56
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 9
SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 3/10/2023
Node1 Elevl K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ". "` Notes '***"
Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf
T.37 3.92 24.317 K Factor= 0.79
T.30 119 2.84 1 12.000 150 16.612
to 4.331
T.44 109 2.84 0.862 12.000 0.0061 0.073 Vel = 1.56
0.0
T.44 2.84 21.016 K Factor= 0.62
T.45 109 0.85 0.75 Utb 17.0 3.000 150 22.544
to 17.000 0.0
H.20 109 0.85 0.671 20.000 0.0022 0.045 Vel = 0.77
H.20 109 0.0 0.75 Utb 17.0 4.000 150 22.589
to Utr 2.0 19.000 0.0
T.43 109 0.85 0.671 23.000 0.0022 0.050 Vel= 0.77
0.0
T.43 0.85 22.639 K Factor= 0.18
T.31 119 2.14 0.75 Utb 17.0 4.000 150 18.884
to 17.000 0.0
H.11 119 2.14 0.671 21.000 0.0122 0.256 Vel = 1.94
H.11 119 0.0 0.75 Utr 2.0 9.000 150 19.140
to 2.000 0.0
H.8 119 2.14 0.671 11.000 0.0122 0.134 Vel = 1.94
H.8 119 0.0 0.75 Utr 2.0 10.000 150 19.274
to 2.000 0.0
H.5 119 2.14 0.671 12.000 0.0122 0.146 Vel = 1.94
H.5 119 0.0 0.75 Utb 17.0 7.000 150 19.420
to Utr 2.0 19.000 0.0
T.23 119 2.14 0.671 26.000 0.0122 0.317 Vel = 1.94
T.23 119 0.14 0.75 Uel 11.0 11.000 150 19.737
to 11.000 0.0
H.7 119 2.28 0.671 22.000 0.0137 0.301 Vel = 2.07
H.7 119 0.0 0.75 Utb 17.0 4.000 150 20.038
to 17.000 0.0
T.26 119 2.28 0.671 21.000 0.0137 0.287 Vel = 2.07
0.0
T.26 2.28 20.325 K Factor= 0.51
T.24 119 0.14 0.75 Utb 17.0 1.000 150 19.735
to Utr 2.0 19.000 0.0
T.23 119 0.14 0.671 20.000 0.0001 0.002 Vel = 0.13
0.0
T.23 0.14 19.737 K Factor= 0.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am NICET
Certifie .
RECEIVED Brent Kotula Date: 2023
NICET Certification No. 113889
Water-Based Systems Layout - Level IV
AUG 1 6 2023 Certification Expires: June 1, 2023
CITY OF TIGARD
BUILDING DIVISION
uponor
AquaSAFETM Fire Safety System
OFFICE COP' .,
I e2 t 4>V0 CD(ARAIr b Lit)
Uponor, Inc.
5925 148th Street West
Apple Valley, MN 55124
800-321-4739
Job Name : SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.11)
Drawing : RESIDENTIAL
Location : 2 STORY TRIPLEX - UNIT 1 TIGARD OR
Remote Area : 1
Contract : 43463F 001 R1
Data File : 43463F 001 R1 2 Story Triplex, Unit 1 + Mirror.wx2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Uponor, Inc. Page 1
SOUTH RIVER TERRACE-Two Head Calculation (H.8& H.11) Date 3/10/2023
HYDRAULIC DESIGN INFORMATION SHEET
Name - SOUTH RIVER TERRACE Date - 9/29/2022
Location - TIGARD OR
Building - RESIDENTIAL System No. - 1
Contractor - WOLCOTT PLUMBING Contract No. - 43463F 001 R1
Calculated By - BRENT KOTULA SET IV Drawing No. - F100
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( ) 1 (X)2 ( ) 4 ( )
S ( Other
T ( ) Specific Ruling Made by Date
E
M Listed Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make SENJU Model RC-RES
I Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4 .9
G Note: Temperature Rating 162
N
Calculation Gpm Required 26.0168 Psi Required 98.98 At Ref Pt STR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - x Rated Cap. Cap.
T Time of Test - x @ Psi Elev.
E Static (Psi) - 108 Elev.
R Residual (Psi) - 100 Other Well
Flow (Gpm) - 300 Proof Flow Gpm
S Elevation - 95
P Location: STREET
P
L Source of Information: CONTRACTOR
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve
Uponor, Inc. Page 2
SOUTH RIVER TERRACE -Two Head Calculation (H.8 & H.11) Date 3/10/2023
City Water Supply: Demand:
Cl -Static Pressure : 108 D1 - Elevation : 10.394
C2 - Residual Pressure: 100 D2- System Flow : 26.017
C2 - Residual Flow : 300 D2 -System Pressure : 98.980
Hose ( Demand ) : 5
D3 - System Demand : 31.017
Safety Margin : 8.900
150
140
130
p 120
C1
R 110
D2 • - - C2
E100 '' —�
S 90 D
S 80
U 70
R 60
E 50
40
30
20
10 ° D1
;� . ....I.... . . . . I . . . . . . I . . . . I . . . . 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-Two Head Calculation (H.8 & H.11) Date 3/10/2023
Fitting Legend
Abbrev. Name % '/. 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 - Two Head Calculation (H.8 & H.11) Date 3/10/2023
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 108.0 100 300.0 107.88 31.02 98.98
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H.8 119.0 4.9 7.04 13.0 0.05 256
H.5 119.0 10.76
T.23 119.0 18.82
T.24 119.0 21.15
T.38 109.0 26.85
T.39 109.0 27.09
T.40 109.0 27.99
S.1 109.0 29.28
PRV 95.0 51.61
SMTR 95.0 65.89
TEE 95.0 73.29 5.0
MTR 95.0 89.45
CRB 95.0 95.47
STR 95.0 98.98
H.11 119.0 4.9 7.06 13.02 0.05 256
T.31 119.0 14.96
H.13 119.0 16.66
T.30 119.0 19.83
T.29 119.0 20.17
H.6 119.0 20.34
T.25 119.0 20.68
H.3 119.0 20.82
T.22 119.0 20.85
H.1 119.0 20.89
H.2 119.0 20.99
H.4 119.0 21.04
H.12 119.0 16.55
H.10 119.0 17.25
H.9 119.0 17.96
T.28 119.0 19.54
T.26 119.0 21.4
H.7 119.0 20.14
T.44 109.0 24.37
T.47 109.0 24.98
H.21 109.0 25.14
T.45 109.0 25.5
T.43 109.0 25.57
T.41 109.0 25.79
T.37 109.0 26.8
-H.19 109.0 24.55
T.36 109.0 24.71
H.18 109.0 24.74
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA
Uponor, Inc. Page 5
SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.11) Date 3/10/2023
NODE ANALYSIS(cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
T.35 109.0 25.03
H.14 109.0 25.65
T.33 109.0 25.8
H.15 109.0 25.92
H.16 109.0 26.17
T.34 109.0 26.32
H.17 109.0 26.44
H.20 109.0 25.53
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 6
SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.11) Date 3/10/2023
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ***"** Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
•
H.8 119 4.90 12.33 0.75 Utr 2.0 10.000 150 7.040
to 2.000 0.0
H.5 119 12.33 0.671 12.000 0.3100 3.720 Vel = 11.19
H.5 119 0.0 0.75 Utb 17.0 7.000 150 10.760
to Utr 2.0 19.000 0.0
T.23 119 12.33 0.671 26.000 0.3100 8.061 Vel = 11.19
T.23 119 -5.07 0.75 Utb 17.0 1.000 150 18.821
to Utr 2.0 19.000 0.0
T.24 119 7.26 0.671 20.000 0.1164 2.328 Vel = 6.59
T.24 119 1.36 1 Utb 17.0 15.000 150 21.149
to 14.000 4.331
T.38 109 8.62 0.862 29.000 0.0473 1.371 Vel = 4.74
T.38 109 6.08 1.25 5.000 150 26.851
to 0.0
T.39 109 14.7 1.054 5.000 0.0476 0.238 Vel = 5.41
T.39 109 0.0 1.25 Utr 4.0 4.000 150 27.089
to Uel 11.0 15.000 0.0
T.40 109 14.7 1.054 19.000 0.0476 0.904 Vel = 5.41
T.40 109 11.32 1.25 T 2.44 7.000 150 27.993
to 2.440 0.0
S.1 109 26.02 1.054 9.440 0.1369 1.292 Vel = 9.57
S.1 109 0.0 1.25 E 1.22 8.000 150 29.285
to 1.220 21.063 ** Fixed Loss = 15
PRV 95 26.02 1.054 9.220 0.1370 1.263 Vel = 9.57
PRV 95 0.0 1.25 2.000 150 51.611
to 14.000 ** Fixed Loss = 14
SMTR 95 26.02 1.054 2.000 0.1370 0.274 Vel = 9.57
SMTR 95 0.0 1.25 E 1.22 50.000 150 65.885
to G 0.407 4.067 0.0
TEE 95 26.02 1.054 T 2.44 54.067 0.1369 7.401 Vel = 9.57
TEE 95 H5 5.00 1.25 T 2.44 50.000 150 73.286
to E 1.22 3.661 6.000 ** Fixed Loss =6
MTR 95 31.02 1.054 53.661 0.1895 10.168 Vel = 11.41
MTR 95 0.0 1 20.000 150 89.454
to 1.000 ** Fixed Loss = 1
CRB 95 31.02 0.995 20.000 0.2508 5.017 Vel = 12.80
CRB 95 0.0 1 10.000 150 95.471
to 1.000 ** Fixed Loss = 1
STR 95 31.02 0.995 10.000 0.2509 2.509 Vel = 12.80
0.0
STR 31.02 98.980 K Factor= 3.12
H.8 119 0.67 0.75 Utr 2.0 9.000 150 7.040
to 2.000 0.0
H.11 119 0.67 0.671 11.000 0.0015 0.016 Vel = 0.61
H.11 119 4.90 13.02 0.75 Utb 17.0 4.000 150 7.056
to 17.000 0.0
T.31 119 13.69 0.671 21.000 0.3762 7.901 Vel = 12.42
T.31 119 -6.25 0.75 14.000 150 14.957
to 0.0
H.13 119 7.44 0.671 14.000 0.1218 1.705 Vel = 6.75
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 7
SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.11) Date 3/10/2023
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf
H.13 119 0.0 0.75 Utb 17.0 7.000 150 16.662
to Utr 2.0 19.000 0.0
T.30 119 7.44 0.671 26.000 0.1218 3.166 Vel = 6.75
T.30 119 -5.06 0.75 Utb 17.0 6.000 150 19.828
to 17.000 0.0
T.29 119 2.38 0.671 23.000 0.0148 0.340 Vel = 2.16
T.29 119 0.0 0.75 Utr 2.0 10.000 150 20.168
to 2.000 0.0
H.6 119 2.38 0.671 12.000 0.0148 0.177 Vel = 2.16
H.6 119 0.0 0.75 Utb 17.0 4.000 150 20.345
to Utr 2.0 19.000 0.0
T.25 119 2.38 0.671 23.000 0.0148 0.340 Vel= 2.16
T.25 119 -1.02 0.75 Utb 17.0 9.000 150 20.685
to 17.000 0.0
H.3 119 1.36 0.671 26.000 0.0053 0.137 Vel = 1.23
H.3 119 0.0 0.75 Utr 2.0 3.000 150 20.822
to 2.000 0.0
T.22 119 1.36 0.671 5.000 0.0054 0.027 Vel= 1.23
T.22 119 0.0 0.75 Utr 2.0 5.000 150 20.849
to 2.000 0.0
H.1 119 1.36 0.671 7.000 0.0053 0.037 Vel= 1.23
H.1 119 0.0 0.75 Utr 2.0 17.000 150 20.886
to 2.000 0.0
H.2 119 1.36 0.671 19.000 0.0053 0.100 Vel= 1.23
H.2 119 0.0 0.75 Utr 2.0 9.000 150 20.986
to 2.000 0.0
H.4 119 1.36 0.671 11.000 0.0053 0.058 Vel = 1.23
H.4 119 0.0 0.75 Utb 17.0 3.000 150 21.044
to 17.000 0.0
T.24 119 1.36 0.671 20.000 0.0052 0.105 Vel = 1.23
0.0
T.24 1.36 21.149 K Factor= 0.30
T.31 119 6.25 0.75 Utr 2.0 16.000 150 14.957
to 2.000 0.0
H.12 119 6.25 0.671 18.000 0.0882 1.588 Vel = 5.67
H.12 119 0.0 0.75 Utr 2.0 6.000 150 16.545
to 2.000 0.0
H.10 119 6.25 0.671 8.000 0.0881 0.705 Vel = 5.67
H.10 119 0.0 0.75 Utr 2.0 6.000 150 17.250
to 2.000 0.0
H.9 119 6.25 0.671 8.000 0.0882 0.706 Vel = 5.67
H.9 119 0.0 0.75 Utr 2.0 16.000 150 17.956
to 2.000 0.0
T.28 119 6.25 0.671 18.000 0.0882 1.588 Vel = 5.67
T.28 119 0.0 0.75 Utr 2.0 2.000 150 19.544
to Utb 17.0 19.000 0.0
T.26 119 6.25 0.671 21.000 0.0882 1.852 Vel = 5.67
T.26 119 5.07 1 Utb 17.0 15.000 150 21.396
to 14.000 4.331
T.40 109 11.32 0.862 29.000 0.0781 2.266 Vel = 6.22
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 8
SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.11) Date 3/10/2023
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
0.0
T.40 11.32 27.993 K Factor= 2.14
T.23 119 5.07 0.75 Uel 11.0 11.000 150 18.821
to 11.000 0.0
H.7 119 5.07 0.671 22.000 0.0599 1.318 Vel = 4.60
H.7 119 0.0 0.75 Utb 17.0 4.000 150 20.139
to 17.000 0.0
T.26 119 5.07 0.671 21.000 0.0599 1.257 Vel = 4.60
0.0
T.26 5.07 21.396 K Factor= 1.10
T.30 119 5.06 1 12.000 150 19.828
to 4.331
T.44 109 5.06 0.862 12.000 0.0177 0.212 Vel = 2.78
T.44 109 -1.73 0.75 Utr 2.0 3.000 150 24.371
to Utb 17.0 19.000 0.0
T.47 109 3.33 0.671 22.000 0.0275 0.604 Vel = 3.02
T.47 109 0.0 0.75 6.000 150 24.975
to 0.0
H.21 109 3.33 0.671 6.000 0.0275 0.165 Vel = 3.02
H.21 109 0.0 0.75 Utr 2.0 11.000 150 25.140
to 2.000 0.0
T.45 109 3.33 0.671 13.000 0.0275 0.358 Vel = 3.02
T.45 109 -0.72 0.75 Utr 2.0 2.000 150 25.498
to 2.000 0.0
T.43 109 2.61 0.671 4.000 0.0175 0.070 Vel = 2.37
T.43 109 0.72 0.75 Utr 2.0 6.000 150 25.568
to 2.000 0.0
T.41 109 3.33 0.671 8.000 0.0274 0.219 Vel = 3.02
T.41 109 0.0 0.75 Utr 2.0 18.000 150 25.787
to Utb 17.0 19.000 0.0
T.37 109 3.33 0.671 37.000 0.0275 1.017 Vel = 3.02
T.37 109 2.75 1.25 Utr 4.0 1.000 150 26.804
to 4.000 0.0
T.38 109 6.08 1.054 5.000 0.0094 0.047 Vel = 2.24
0.0
T.38 6.08 26.851 K Factor= 1.17
T.44 109 1.73 0.75 Utb 17.0 5.000 150 24.371
to 17.000 0.0
H.19 109 1.73 0.671 22.000 0.0082 0.181 Vel = 1.57
H.19 109 0.0 0.75 Utr 2.0 17.000 150 24.552
to 2.000 0.0
T.36 109 1.73 0.671 19.000 0.0082 0.156 Vel = 1.57
T.36 109 0.0 0.75 Utr 2.0 2.000 150 24.708
to 2.000 0.0
H.18 109 1.73 0.671 4.000 0.0082 0.033 Vel = 1.57
H.18 109 0.0 0.75 Utb 17.0 7.000 150 24.741
to Uel 11.0 28.000 0.0
T.35 109 1.73 0.671 35.000 0.0082 0.288 Vel = 1.57
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 9
SOUTH RIVER TERRACE-Two Head Calculation (H.8& H.11) Date 3/10/2023
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe
Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf
T.35 109 1.02 0.75 Utb 17.0 15.000 150 25.029
to 17.000 0.0
H.14 109 2.75 0.671 32.000 0.0193 0.617 Vel = 2.50
H.14 109 0.0 0.75 Utr 2.0 6.000 150 25.646
to 2.000 0.0
T.33 109 2.75 0.671 8.000 0.0194 0.155 Vel = 2.50
T.33 109 0.0 0.75 Utr 2.0 4.000 150 25.801
to 2.000 0.0
H.15 109 2.75 0.671 6.000 0.0192 0.115 Vel = 2.50
H.15 109 0.0 0.75 Utr 2.0 11.000 150 25.916
to 2.000 0.0
H.16 109 2.75 0.671 13.000 0.0193 0.251 Vel = 2.50
H.16 109 0.0 0.75 Utr 2.0 6.000 150 26.167
to 2.000 0.0
T.34 109 2.75 0.671 8.000 0.0194 0.155 Vel = 2.50
T.34 109 0.0 0.75 Utr 2.0 4.000 150 26.322
to 2.000 0.0
H.17 109 2.75 0.671 6.000 0.0193 0.116 Vel = 2.50
H.17 109 0.0 0.75 Utb 17.0 2.000 150 26.438
to 17.000 0.0
T.37 109 2.75 0.671 19.000 0.0193 0.366 Vel = 2.50
0.0
T.37 2.75 26.804 K Factor= 0.53
T.25 119 1.01 1 14.000 150 20.685
to 4.331
T.35 109 1.01 0.862 14.000 0.0009 0.013 Vel = 0.56
0.0
T.35 1.01 25.029 K Factor= 0.20
T.45 109 0.72 0.75 Utb 17.0 3.000 150 25.498
to 17.000 0.0
H.20 109 0.72 0.671 20.000 0.0016 0.032 Vel = 0.65
H.20 109 0.0 0.75 Utb 17.0 4.000 150 25.530
to Utr 2.0 19.000 0.0
T.43 109 0.72 0.671 23.000 0.0017 0.038 Vel = 0.65
0.0
T.43 0.72 25.568 K Factor= 0.14
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
111 1 2.022.'XY0
City of Tigard i(p520 (.n
Deferral Until Occupancy Request
T I GARD Washington County Transportation Development Tax (TDT),Transportation and Parks System
Development Charges (SDCs)
This form is to be signed and submitted prior building permit issuance or,if no building permit is required,then
upon land use approval(TMC 3.24, as amended by Ordinance No.21-09).
Date: 9/21/2022 Site Address: 16829 SW Colorado Lane
Project South River Terrace Land Use Case or MST2022-00341
Name: Bldg 3 Unit 1 Building Permit#:
Tax Lot 2S107AD05200 Total Parks $6,336.00
#: Tract H Amount*:
TDT N/A Total TSDC
Amount: Amount*: $7,002.00
*The total TSDC amount shown above is the sum of$ 4,527.00 for TSDC-Improvement,$261.00 for TSDC-
Reimbursement,and$2,214.00 for TSDC-River Terrace,if applicable..
*The total Parks SDC amount shown above is the sum of$ 5,129.00 for Parks-Improvement,$ 1,207.00 for Parks-
Reimbursement,and either$ N/A for Parks-Neighborhood or$ NIA for Parks-Neighborhood River Terrace.
This constitutes my request to defer payment of the TDT,TSDC, and Parks SDCs, as provided above,
until occupancy.
Payment of the TDT,TSDC, and Parks SDCs may be deferred until issuance of the occupancy permit. In
requesting this option, I understand that any deferred TDT,TSDC,and Parks SDCs must be paid prior to final
inspection or issuance of an occupancy permit.
TDT may only be deferred if the TDT is greater than the amount for a single-family residence. I further
understand that the amount of TDT due on deferred obligations shall be the amount in effect at the time of
issuance of the building permit.
For a deferral request to be accepted both the Property Owner and the Developer must sign this request.
Property Owner: Ow a-r ALavwi.Ah, fs (Taylor Morrison NW) Date: 09/21/2022
Developer:Owuir ALa.ww Aho-wlla f,(Taylor Morrison NW) Date: 09/21/2022
Permit Coordinator: Arr itAAPiri.1 Date: 9/21/2022
TaylorMorrison. Portland Division
703 Broadway Street,Suite 710
Vancouver,WA 98660
p. (360)-695-7700
taylormorrison.com
Tigard-Tualatin School District CET Exemption Form
August 15, 2022
To Whom it May Concern—
Pursuant to Tigard-Tualatin School District 23J Resolution 2122-13, the proposed Taylor Morrison
NW, LLC dwelling unit(s) located at the address(es) below is/are exempt from the Tigard-Tualatin
School District Construction Excise Tax.
Exempt Dwelling Address(es):
• 16829 SW Colorado LN
• 16837 SW Colorado LN
• 16845 SW Colorado LN
Please contact me if you have any questions or concerns.
Sincerely,
Ezra Hammer
Land Acquisition Manager
Taylor Morrison NW,LLC
(360) 816-7809
EHammer@taylormorrison.com
itkfr talorrrison. TaylorMorrison. Q6
mo
Homes inspired by you COMMUNITIES '✓�=
CITY OF TIGARD SEWER CONNECTION PERMIT
_ COMMUNITY DEVELOPMENT Permit#: SWR2022-00135
T I GA R D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 12/15/2022
Parcel: 2S 107AD05200
Jurisdiction: Tigard
Site address: 16829 SW COLORADO LN
Project: South River Terrace,Tract H, Building 3,Unit 1 Subdivision: SOUTH RIVER TERRACE Lot: H
Project Description: Sewer connection for new attached dwelling(1 of 3)Units,each with separate sewer permits.
Contractor: Owner: TAYLOR MORRISON NORTHWEST LLC
703 BROADWAY ST STE 510
VANCOUVER, WA 98660
PHONE: PHONE:
FAX:
FEES
Description Date Amount
Specifics: Sewer Connection Fee 12/15/2022 $6,625.00
Sewer Inspection-Residential 12/15/2022 $35.00
Type of Use: SFA
Class of Work: NEW
Install Type: Line Tap and Building Sewer
Fixture Units:
Number of Dwelling Units: 1
Total $6,660.00
Required Items and Reports(Conditions)
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other
applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of
issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon
Utility Notification Center. T se rules are set forth in O,, 2-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules
Issued By: 1 Permittee Signature: y
•
Call 50&6/3Y.4175 by 7:00 a. or the next available inspection date.
t / 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.
r a
'Building Permit Application RECEIVE I, $1
Residential 2 q FOR OFFICE USE ONLY
City of Tigard AUG 4 40tY Receive, Pe m tNo.: —O/�j�J
Date/P H/ 1 0 41
g CITY OF TIGARD Plan Date/PI
` G• �
13125 S50 Hall .24 9 Tigard,OR 98.19 t� 2 �>'l,4� $
• Phone: 503.718.2439 439 Fax: 503.598.1960 Date/By: 2 Other Permit:
T 1(i�� D Inspection Line: 503.639.4175 19UlLDiING p Date Ready/By: / taro: ® See Page 2 for
Internet: www.tigard-or.gov Notified/Method
w !�/.j Supplemental Information
TYPE OF WORK // REQLTRED DA'14.1-AND 2-FAMILY DWELLING
®New construction 0 Demolition Permit fees*are based on the value of the work performed.
Indicate the value(rounded to the nearest dollar)of all
❑Addition/alteration/replacement ❑Other: equipment,materials,labor,overhea rofi the d an f r the!'
CATEGORY OF CONSTRUCTION work indicated on this application. ` �j5. Z
El I-and 2-family dwelling 0 Commercial/industrial 31!ptr o. ,' $ 7.45,C23.OQ
0 Accessory building 0 Multi-family N ber of bedrooms: 5
0 Master builder 0 Other: Number of bathrooms:.}'" 1 fq,�
JOB SITE INFORMATION AND LOCATION Total number of floors:2 Z CJ o 5—
Job site address: 16829 SW Colorado LN New dwelling area: 2,408 square feet }y,3 ;
City/State/ZIP: Tigard,Oregon 97120 Garage/carport area: 477 square feet 1'1/
Suite/bldg/apt.no.: BLDG; Project name:South River Terrace Covered porch area: square feet
Cross street/directions to job site: Deck area: square feet
Other structure area: square feet
REQUIRED DATA:COMMERCIAL-USE CHECKLIST
Subdivision: South River Terrace Lot no.: TRACT H Permit fees*are based on the value of the work performed.
Tax map/parcel no.: Indicate the value(rounded to the nearest dollar)of all
DEa�r J 1- equipment,materials,labor,overhead,and the profit for the
i PT OF WORK work indicated on this application.
ew Construction/Type: pBtiplex type A- 481400A (UNIT 1) Valuation: S
Deferrals:Park SDC&TSDC until occupancy. Existing building area: square feet
Projected start: September 2022 New building area: square feet
® PROPERTY OWNER 0 TENANT Number of stories:
Name:Taylor Morrison Northwest LLC Type of construction:
Address:703 Broadway St.,Ste 710 Occupancy groups:
City/State/ZIP:Vancouver, WA 98660 Existing:
Phone:(360) 946-8674 Fax:( ) New:
® APPLICANT 0 CONTACT PERSON C19 BUILDING PERMIT FEES*
Business name:Taylor Morrison Northwest LLC (Please rejerrofee schedule)
Structural plan review fee(or deposit):
Contact name:Omar Alami Abouhafs
FLS plan review fee(if applicable):
Address:703 Broadway St., Ste 710
Total fees due upon application:
City/State/ZIP:Vancouver,WA 98660
Phone:(360)946-8674 Fax: :( )360 693-4442 Amount received:
E-mail: PermitSubmittals@taylormorrison.com PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES*
Commercial and residential prescriptive installation of
CONTRACTOR roof-top mounted PhotoVoltaic Solar Panel System.
Business name:Taylor Morrison Northwest LLC Submit two(2)sets of roof plan with connection details
and fire department access,along with the 2010 Oregon
Address:703 Broadway St.,STE 710 Solar Installation Specially Code checklist.
City/State/ZIP:Vancouver, WA 98660 Permit Fee(includes plan review $180.00
Phone:( )360 695-7700 Fax: and administrative fees):
( )360 693-4442 State surcharge 12%of )arg ( permit fee): $21.60
CCB lie.:207247 /� A/J �J` Total fee due upon application: $201.60
Authorized signature: C htcZ4,.,fy 4247fG,cy( e1Z1,/{L 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
Print name:Omar Alami Abouhafs Date: 08/15/2022
Service Board.
I:\Building\Petmits\BUP-RESPermitApp.doc 02/24/2011 440-4613T(11/02/COM/WEB)
•
r .
Mechanical Permit Application--U FOR OFFICE USE ONLY
City of Tigard �'1 �C °";°ea
V 1� y: Permit No.:
't 13125 SW Hall Blvd,Tigard,OR. 97223 LLL»n ,
i -� Plan Review
Phone: 503.718.2439 Fax: 503598.1960 Dale/By: OthePermit:
Inspection Line: 503.639.4175 AUG 2 4 a022
y I Gti It 17 P Dale Ready/By: turfs. ® See Page 2 for
Internet: www.tigard-or.gov CITYNotified/Met od: Supplemental Information
C 1, tt OF TIGARD
TYPE OF W ai i WING UMSION COMMERCIAL FEE* SCHEDULE - USE CHECKLIST
Mechanical permit fees*are based on the value of the work
`i New construction 0 Addition/alteration/replacement performed.Indicate the value(rounded to the nearest dollar)of all
0 Demolition ❑Other: mechanical materials,equipment,labor,overhead,and profit.
Value:S
CATEGORY.OF CONSTRUCTION RESIDENTIAL EQUIPMENT/SYSTEMS FEES*
12 1-and 2-family dwelling ❑Commercialfmdustrial 0 Accessory building For special infornation use checklist
I j Multi-family ❑Master builder ❑Other: Description Qty. Ea. I Total
JOB SITE LNFORMATION AND LOCATION Heating/cooling,:
• Air conditioning 1 46.75 46.75
Job site address: 16829 SW Colorado LN Furnace 100,000 BTU(duets/vents) 1 46.75 46.75
City/State/ZIP:Tigard,OR 97224 Furnace 100,000+BTU(duetsiveots)_ 54.91
Suite/bldgJapt.no.:Building 3 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
bydronic) 23.32
Unit heaters(fuel-type,not electric),
in-wall,induct,suspended,etc. _ 46.75
Flue/vent for any of above 23.32
Subdivision: South River Terrace Lot no.: Other 23.32
Tract H Other fuel appliances:
Tax map/parcel no.: Water heater 23.32
DESCRIPTION OF WORK Gas fireplace/insert 33.39
Flue vent for water heater or gas
New construction-Type SFU fireplace 23.32
UNIT 1 Log lighter(gas) 23.12
Wood/pellet stove 33.39
Wood fireplace/insert 23.32
Chimney/liner/flue/vent 23.32
® PROPERTY OWNER 0 TENANT Other: 23.32
• Environmental exhaust and ventilation;
Name:Taylor Morrison Northwest LLC. Range hood/otber kitchen 33.39
equ
Address:703 Broadway St.,Ste.510
Clothes
t dryrnt 1 33.39
er exhaust 1 33.39 33.39
City/State/ZiP:Vancouver,WA 98660 Single-duct exhaust(bathrooms, 23.32
toilet compartments,utility rooms) 1 23.32
Phone:(360)695-7700 Fax:( ) Attic/crawlspace fans 23.32
Es APPLICANT 0 CONTACT PERSON Other: 23.32
Fuel piping:
Business name:Taylor Morrison Northwest LLC. S14.I5 for first four;54.03 for each additional
Contact Bartle: Omar Alami Abouhafs Furnace,etc. 1
Address:703 Broadway St.,Ste 510 Gas heat pump 1
Wall/suspended/unit heater
City/State/ZIP:Vancouver,WA 98660 Water heater 1
Phone:(360)695-7700 Fax: :(360)693-4442 Fireplace 1
Range 1
E-mail:permitsubmittals€taylOrmOMSOf.COm Barbecue
CONTRACTOR Clothes dryer(gas)
Business name:Pro Heating AlCooling 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 lic.:209001 TOTAL PERMIT FEE
This permit application expires if a permit it not obtained within ISO
days after it has been accepted as complete.
Authorized signature: �a • Fcc methodology set by Tri-County Building Industry Service Board
Print name:Elia Duran Date: 10/30/20
r\anilAim,Pern kre11fPi 4..mil Ann IWni t An. ue.r<tmr m m.rn ln.ra,
Plumbing Permit Application
Building Fixtures RECEIVE
Cl of Tigard Received
�' g q Permit No.:
IN I • 13125 SW Hall Blvd.,Tigard,OR 97223 Date/By: t O �) a)- KtQ /� '�D3 (
Phone: 503.7182439 Fax: 503.598.1960 O C T Plan Review 2 2022 DateBy: /0 4p1/22 fF 6 GT Other Permit No.:
1 1 c-A It I) Date Line: 503.639.4175 Date Ready/By: Juris: H See Page 2 for
Internet: www.tigard-or.gov CI7ypF TIGAR[) Notified/Method: Suppiemeatal Information
TYPE OF WORB UILDING DIVISION FEE* SCHEDULE
[ New construction 0 Demolition For special information use checklist
Description I Qty. I Ea. j 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
Li 1-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78
0 Accessory building 0 Multi-family SFR(3)bath 500.32
Each additional bath/kitchen 25.02
❑Master builder 0 Other: Fire sprinkler 240,9q.ft.) I Page 2 169.69
JOB SITE INFORMATION AND LOCATION Site utilities:
Job site address: 16829 SW Colorado LN Catch basin or area drain 18.76
Drywell,leach line,or trench drain 18.76
City/State/ZIP: Tigard, OR Footing drain(no.linearft.:_) Page 2
Suite/bldg./apt.no.: Bld 3 J Project name: South River Terrace Manufactured home utilities 50.03
Cross street/directions to job site: Manholes 18.76
Rain drain connector 18.76
Sanitary sewer(no.linear ft.:_) Page 2
Storm sewer(no.linear ft.: ) Page 2
Water service(no.linear ft.:_) Page 2
Subdivision: South River Terrace I Lot no.:
3-#1 Fixture or item:
Tax map/parcel no.: Backflow preventer 31.27
DESCRIPTION OF WORK Backwater valve 12.51
Permit - MST2022-00341 Dishws herher 25.02
Dishwasher 25.02
Multi-Purpose Fire Sprinklers Drinking fountain 25.02
Ejectors/sump 25.02
CI PROPERTY OWNER I ❑ TENANT Expansion tank 12.51
Name: Taylor Morrison Fixture/sewer cap 25.02
Address: 703 Broadway St unit 510 Floor drain/floor sink/hub 2
Garbage disposal 25.02. 2
City/State/ZIP: Vancouver, WA 98660 Hose bib 25.02
Phone:(360) 695-7700 Fax:( ) Ice maker 12.51
[.A APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02
Business name: Wolcott Plumbing Medical gas(value:$ ) Page 2
Primer 12.51
Contact name: Cliff Bowman Roof drain(commercial) 12.51
Address:1075 W Historic Columbia River Hwy Sink/basin/lavatory 25.02
City/State/ZIP:Troutdale, OR 97060 Solar units(potable water) 62.54
Phone:(503)•667-1781 ext. 3081 Fax: :(503-667-9891 Tub/shower/shower pan 12.51
E-mail: cliffb@wolcott.pro Urinal 25.02
Water closet 25.02
CONTRACTOR
Water heater 37.52
Business name:Wolcott Plumbing Water piping/DWV 56.29
Address: 1075 W Historic Columbia River Hwy Other: 25.02
City/State/ZIP:Troutdale, OR 97060 Subtotal 169.69
Phone:(503)-667-1781 ext.3081 Fax:(503667-9891 Minimum permit fee: $72.50
Plan review (25%of permit fee) 42.43
CCB Lie.: 112220 Plumbing Lie,no.: 26-824PB State surcharge(12%of permit fee) 20.37
Authorized signature: �o� t/BGU�iLCLif. TOTAL PERMIT FEE 232.49
Print name:CI iff Bow Date: 10/10/22 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.
I.'Building\PermnslPLMU-PermitApp.doc 10/01/09 440-4616T(10/02JCOM/WEB)
City of Tigard
u COMMUNITY DEVELOPMENT DEPARTMENT
■
TIGARD River Terrace South Rowhouse Supplemental
Building Permit #: Kit a- O 3U IPr,�oject tN�a�,m,, e: &vJ iifr2t er T oCC
Site Address: 10 SV CA 1 ` C vu�vl9 3,Livli i Lot #: 1-1-
Land Use Case: PDR2021-00003
Rowhouse Standards
Units / ach rowhouse group consists of 2Vattached units
Lot Size L,5,000sf - 8,000 (duplex) or 11,000sf (triplex) (Max 125,000sf in Area A)
Lot Width '00 ft pl A
Setbacks u. ront: 12 Porch: 8 l
Y. Side: 0 Street Side (public): 8 Street Side (alley): 3
tear: 10 Rear (alley/private street): 0 Garage (no parking): 4
Garage (parking): 20
Height i6Max height: 35 Actual Height: 2 , ' 7S h
Definition 1 Fach dwelling unit includes one of the following on the street-facing facade:
// ❑ Roof dormer min. 4 ft in width
❑ Balcony min. 2 ft depth, accessible from interior
❑ Bay window that extends a min. of 2 ft from façade
Jffset of the façade min. 2 ft in depth from neighboring unit
Entrance I "ppens onto front porch (can be located on side elevations)
Porch/
Balcony /ach dwelling unit includes one of the following:
.Porch, min. 48 sf with no horizontal dimension less than 6 ft
❑ Balcony on same façade as main entrance, min. 48 sf, min. 8 ft in
width, 15 ft above grade, accessible from interior living space
Roof ,Sloped, pitch between 4/12 and 14/12
Staircases 1g14No exterior staircases to stories above the first story
Windows Minimum 12% of area of all street-facing facades
I.\Building\Forms\BldgPermiIRvw_ROW Supplemental 070722
Parking der 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) �7 Ole- fur P(Glv1
7 lley access drive at least 10' wide
❑ 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
ik;.rking spaces are at least 20 feet from street property lines, except alleys
Pathway ' Accessible path provided from sidewalk to main entrance
NOTE: Single detached houses and rowhouses with frontage on River Terrace Blvd must meet all
building design standards of 18.640.070.E (River Terrace Building Permit Review Addendum). Those
with side lot lines on River Terrace Blvd must meet all except 18.640.070.E.3 - Entrances
Approved By Planning: Date: i:2)/t5 /2Z.