Permit FOR OFFICE USE ONLY—SITE ADDRESS:
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City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
�! Transmittal Letter
c;,,RD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: Julie Drinkwater DATE RECEIVED:
DEPT: BUILDING DIVISION RECEIVED
FROM: Mark Baleme AUG I( 2023
COMPANY: Wolcott Plumbing CITY OF TIGARD
BUILDING DIVISION �r
PHONE: 503-667-1781 X 3001 By'
EMAIL: mbaleme@wolcott.pro
RE: 16893 SW Colorado LN MST2022-00357
(Site Address) (Permit Number)
South River Terrace I Bld 5/Unit 3
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
Additional set(s) of plans. 2 Revisions: Sprinkler drawings and 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: '/4,1-5 /d 3 Initials: ¢4{.f'
Fees Due: ❑ Yes ❑No Fee Description: Amount Due:
$
$
$
$ 15-, 411
Special
Instructions:
Reprint Permit(per PE): ❑ Yes ❑No Li Done
Applicant Notified: r Date: 41/7 l y-1 Initials:g
• I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am NICET
Certifie .
RECEIVED Brent Kotula Date: /2023
AUG 16 2023 NICET Certification No. 113889
Water-Based Systems Layout - Level IV
CITY OFTIGARD Certification Expires: June 1, 2023
BUILDING DIVISION
uponor
AquaSAFETM Fire Safety System
OFFICE COP1
/4593 CoLor44bo [,t)
Uponor, Inc.
5925 148th Street West
Apple Valley, MN 55124
800-321-4739
Job Name : SOUTH RIVER TERRACE-One Head Calculation (H.15)
Drawing : RESIDENTIAL
Location : 2 STORY TRIPLEX- UNIT 3 TIGARD OR
Remote Area : 1
Contract : 43463F 003 R1
Data File : 43463F 003 R1 2 Story Triplex, Unit 3 + Mirror.wxl
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Uponor, Inc. Page 1
SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023
HYDRAULIC DESIGN INFORMATION SHEET
Name - SOUTH RIVER TERRACE Date - 9/29/2022
Location - TIGARD OR
Building - RESIDENTIAL System No. - 1
Contractor - WOLCOTT PLUMBING Contract No. - 43463F 003 R1
Calculated By - BRENT KOTULA SET IV Drawing No. - F100
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X) 1 ( )2 ( ) 4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 17 Gpm System Type
Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make SENJU Model RC-RES
I Elevation at Highest Outlet - 109 Feet Size 7/16 K-Factor 4. 9
G Note: Temperature Rating 162
N
Calculation Gpm Required 17 Psi Required 79.42 At Ref Pt STR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - x Rated Cap. Cap.
T Time of Test - x @ Psi Elev.
E Static (Psi) - 108 Elev.
R Residual (Psi) - 103 Other Well
Flow (Gpm) - 300 Proof Flow Gpm
S Elevation - 95
P Location: STREET
P
L Source of Information: CONTRACTOR
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve
Uponor, Inc. Page 2
SOUTH RIVER TERRACE -One Head Calculation (H.15) Date 3/10/2023
City Water Supply: Demand:
C1 - Static Pressure : 108 D1 - Elevation : 6.063
C2- Residual Pressure: 103 D2 - System Flow : 16.974
C2 - Residual Flow : 300 D2 - System Pressure : 79.422
Hose ( Demand ) : 5
D3 - System Demand : 21.974
Safety Margin : 28.538
150
140
130
P 120
R 110 Cl C2
E 100
S 90
D2
S 80 6
U 70 D3
R 60
E 50
40
30
20
10
1 . . . 1 1 I . . . 1
50 100 150 200 250 300 350 400 450
FLOW ( NA1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Uponor, Inc. Page 3
SOUTH RIVER TERRACE-One Head Calculation (H.15) 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- One Head Calculation (H.15) Date 3/10/2023
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 108.0 103 300.0 107.96 21.97 79.422
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H.15 109.0 4.9 12.0 16.97 0.05 324
H.16 109.0 14.09
T.35 109.0 21.11
T.39 109.0 21.26
T.41 109.0 21.62
T.42 109.0 21.74
S.1 109.0 22.95
PRV 95.0 44.59
UMTR 95.0 58.71
TEE 95.0 62.07 5.0
MTR 95.0 73.44
CRB 95.0 77.1
STR 95.0 79.42
T.30 109.0 12.5
H.17 109.0 15.23
T.33 109.0 15.85
T.31 109.0 19.57
H.13 109.0 19.83
H.14 109.0 20.01
H.19 109.0 20.21
T.40 109.0 20.53
H.18 109.0 20.77
T.38 109.0 20.84
T.37 109.0 20.87
T.36 109.0 20.91
T.21 119.0 15.49
T.22 119.0 16.08
H.2 119.0 16.24
T.23 119.0 16.52
H.6 119.0 16.66
H.8 119.0 16.7
T.27 119.0 16.81
H.11 119.0 16.84
H.12 119.0 16.9
T.28 119.0 17.01
H.1 119.0 15.81
H.5 119.0 15.93
H.7 119.0 16.01
T.26 119.0 16.2
H.9 119.0 16.57
H.10 119.0 16.73
H.20 109.0 20.85
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA
Uponor, Inc. Page 5
SOUTH RIVER TERRACE- One Head Calculation (H.15) Date 3/10/2023
NODE ANALYSIS(cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
T.24 119.0 16.56
H.3 119.0 16.58
T.25 119.0 16.81
H.4 119.0 16.81
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 6
SOUTH RIVER TERRACE - One Head Calculation (H.15) Date 3/10/2023
Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
H.15 109 4.90 9.46 0.75 Utr 2.0 9.000 150 12.000
to 2.000 0.0
H.16 109 9.46 0.671 11.000 0.1898 2.088 Vel = 8.58
H.16 109 0.0 0.75 Utb 17.0 20.000 150 14.088
to 17.000 0.0
T.35 109 9.46 0.671 37.000 0.1898 7.022 Vel = 8.58
T.35 109 1.92 1.25 Utr 4.0 1.000 150 21.110
to 4.000 0.0
T.39 109 11.38 1.054 5.000 0.0298 0.149 Vel = 4.18
T.39 109 2.00 1.25 Utr 4.0 5.000 150 21.259
to 4.000 0.0
T.41 109 13.38 1.054 9.000 0.0400 0.360 Vel = 4.92
T.41 109 3.59 1.25 2.000 150 21.619
to 0.0
T.42 109 16.97 1.054 2.000 0.0620 0.124 Vel = 6.24
T.42 109 0.0 1.25 Uel 11.0 6.000 150 21.743
to T 2.44 13.440 0.0
S.1 109 16.97 1.054 19.440 0.0621 1.208 Vel= 6.24
S.1 109 0.0 1.25 E 1.22 8.000 150 22.951
to 1.220 21.063 ** Fixed Loss = 15
PRV 95 16.97 1.054 9.220 0.0621 0.573 Vel = 6.24
PRV 95 0.0 1.25 2.000 150 44.587
to 14.000 ** Fixed Loss = 14
UMTR 95 16.97 1.054 2.000 0.0620 0.124 Vel = 6.24
UMTR 95 0.0 1.25 E 1.22 50.000 150 58.711
to G 0.407 4.067 0.0
TEE 95 16.97 1.054 T 2.44 54.067 0.0621 3.359 Vel = 6.24
TEE 95 H5 5.00 1.25 T 2.44 50.000 150 62.070
to E 1.22 3.661 6.000 * * Fixed Loss =6
MTR 95 21.97 1.054 53.661 0.1001 5.374 Vel = 8.08
MTR 95 0.0 1 20.000 150 73.444
to 1.000 * * Fixed Loss = 1
CRB 95 21.97 0.995 20.000 0.1326 2.652 Vel = 9.07
CRB 95 0.0 1 10.000 150 77.096
to 1.000 * * Fixed Loss = 1
STR 95 21.97 0.995 10.000 0.1326 1.326 Vel = 9.07
0.0
STR 21.97 79.422 K Factor= 2.47
H.15 109 7.52 0.75 Utr 2.0 2.000 150 12.000
to 2.000 0.0
T.30 109 7.52 0.671 4.000 0.1242 0.497 Vel = 6.82
T.30 109 0.0 0.75 Utr 2.0 20.000 150 12.497
to 2.000 0.0
H.17 109 7.52 0.671 22.000 0.1241 2.731 Vel = 6.82
H.17 109 0.0 0.75 5.000 150 15.228
to 0.0
T.33 109 ,7.52 0.671 5.000 0.1242 0.621 Vel = 6.82
T.33 109 0.0 0.75 Utr 2.0 11.000 150 15.849
to Utb 17.0 19.000 0.0
T.31 109 7.52 0.671 30.000 0.1242 3.725 Vel = 6.82
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 7
SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe *""*" Notes "***"
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
T.31 109 -5.28 0.75 Utb 17.0 2.000 150 19.574
to 17.000 0.0
H.13 109 2.24 0.671 19.000 0.0133 0.252 Vel = 2.03
H.13 109 0.0 0.75 Utr 2.0 12.000 150 19.826
to 2.000 0.0
H.14 109 2.24 0.671 14.000 0.0133 0.186 Vel = 2.03
H.14 109 0.0 0.75 Utr 2.0 13.000 150 20.012
to 2.000 0.0
H.19 109 2.24 0.671 15.000 0.0133 0.199 Vel = 2.03
H.19 109 0.0 0.75 Utb 17.0 7.000 150 20.211
to 17.000 0.0
T.40 109 2.24 0.671 24.000 0.0132 0.318 Vel = 2.03
T.40 109 -0.31 0.75 Utb 17.0 7.000 150 20.529
to 17.000 0.0
H.18 109 1.93 0.671 24.000 0.0100 0.240 Vel = 1.75
H.18 109 0.0 0.75 Utr 2.0 5.000 150 20.769
to 2.000 0.0
T.38 109 1.93 0.671 7.000 0.0100 0.070 Vel = 1.75
T.38 109 -0.43 0.75 Utr 2.0 3.000 150 20.839
to 2.000 0.0
T.37 109 1.5 0.671 5.000 0.0062 0.031 Vel = 1.36
T.37 109 0.43 0.75 Utr 2.0 2.000 150 20.870
to 2.000 0.0
T.36 109 1.93 0.671 4.000 0.0100 0.040 Vel = 1.75
T.36 109 0.0 0.75 Utr 2.0 1.000 150 20.910
to Utb 17.0 19.000 0.0
T.35 109 1.93 0.671 20.000 0.0100 0.200 Vel = 1.75
0.0
T.35 1.93 21.110 K Factor= 0.42
T.31 109 5.27 1 13.000 150 19.574
to -4.331
T.21 119 5.27 0.862 13.000 0.0191 0.248 Vel = 2.90
T.21 119 -1.92 0.75 Utr 2.0 2.000 150 15.491
to Utb 17.0 19.000 0.0
T.22 119 3.35 0.671 21.000 0.0278 0.584 Vel = 3.04
T.22 119 0.0 0.75 Utr 2.0 4.000 150 16.075
to 2.000 0.0
H.2 119 3.35 0.671 6.000 0.0278 0.167 Vel = 3.04
H.2 119 0.0 0.75 Utr 2.0 8.000 150 16.242
to 2.000 0.0
T.23 119 3.35 0.671 10.000 0.0279 0.279 Vel = 3.04
T.23 119 -2.08 0.75 Utb 17.0 12.000 150 16.521
to Utr 2.0 19.000 0.0
H.6 119 1.27 0.671 31.000 0.0046 0.144 Vel = 1.15
H.6 119 0.0 0.75 Utr 2.0 6.000 150 16.665
to 2.000 0.0
H.8 119 1.27 0.671 8.000 0.0046 0.037 Vel = 1.15
H.8 119 0.0 0.75 Utb 17.0 6.000 150 16.702
to 17.000 0.0
T.27 119 1.27 0.671 23.000 0.0047 0.107 Vel = 1.15
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 8
SOUTH RIVER TERRACE- One Head Calculation (H.15) Date 3/10/2023
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.27 119 0.08 0.75 Utr 2.0 3.000 150 16.809
to 2.000 0.0
H.11 119 1.35 0.671 5.000 0.0052 0.026 Vel = 1.22
H.11 119 0.0 0.75 Utr 2.0 10.000 150 16.835
to 2.000 0.0
H.12 119 1.35 0.671 12.000 0.0052 0.063 Vel = 1.22
H.12 119 0.0 0.75 Utb 17.0 4.000 150 16.898
to 17.000 0.0
T.28 119 1.35 0.671 21.000 0.0052 0.109 Vel = 1.22
T.28 119 2.25 1 Utb 17.0 16.000 150 17.007
to 14.000 4.331
T.41 109 3.6 0.862 30.000 0.0094 0.281 Vel = 1.98
0.0
T.41 3.60 21.619 K Factor= 0.77
T.21 119 1.92 0.75 Utb 17.0 13.000 150 15.491
to Utr 2.0 19.000 0.0
H.1 119 1.92 0.671 32.000 0.0100 0.319 Vel = 1.74
H.1 119 0.0 0.75 Utr 2.0 10.000 150 15.810
to 2.000 0.0
H.5 119 1.92 0.671 12.000 0.0100 0.120 Vel = 1.74
H.5 119 0.0 0.75 Utr 2.0 6.000 150 15.930
to 2.000 0.0
H.7 119 1.92 0.671 8.000 0.0100 0.080 Vel = 1.74
H.7 119 0.0 0.75 Utb 17.0 2.000 150 16.010
to 17.000 0.0
T.26 119 1.92 0.671 19.000 0.0099 0.189 Vel = 1.74
T.26 119 0.32 0.75 Utb 17.0 9.000 150 16.199
to Utr 2.0 19.000 0.0
H.9 119 2.24 0.671 28.000 0.0132 0.371 Vel = 2.03
H.9 119 0.0 0.75 Utr 2.0 10.000 150 16.570
to 2.000 0.0
H.10 119 2.24 0.671 12.000 0.0132 0.159 Vel = 2.03
H.10 119 0.0 0.75 Utb 17.0 4.000 150 16.729
to 17.000 0.0
T.28 119 2.24 0.671 21.000 0.0132 0.278 Vel = 2.03
0.0
T.28 2.24 17.007 K Factor= 0.54
T.40 109 0.32 1 12.000 150 20.529
to -4.331
T.26 119 0.32 0.862 12.000 0.0001 0.001 Vel = 0.18
0.0
T.26 0.32 16.199 K Factor= 0.08
T.38 109 0.43 0.75 Utb 17.0 7.000 150 20.839
to 17.000 0.0
H.20 109 0.43 0.671 24.000 0.0006 0.015 Vel= 0.39
H.20 109 0.0 0.75 Utb 17.0 7.000 150 20.854
to Utr 2.0 19.000 0.0
T.37 109 0.43 0.671 26.000 0.0006 0.016 Vel = 0.39
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
Uponor, Inc. Page 9
SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023
Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe *****" Notes ******
Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf
0.0
T.37 0.43 20.870 K Factor= 0.09
T.23 119 2.08 0.75 Utr 2.0 1.000 150 16.521
to 2.000 0.0
T.24 119 2.08 0.671 3.000 0.0113 0.034 VeI= 1.89
T.24 119 0.0 0.75 2.000 150 16.555
to 0.0
H.3 119 2.08 0.671 2.000 0.0115 0.023 Vel = 1.89
H.3 119 0.0 0.75 Utb 17.0 1.000 150 16.578
to Utr 2.0 19.000 0.0
T.25 119 2.08 0.671 20.000 0.0115 0.230 Vel = 1.89
T.25 119 -0.08 1 Utb 17.0 24.000 150 16.808
to 14.000 4.331
T.39 109 2.0 0.862 38.000 0.0032 0.120 Vel = 1.10
0.0
T.39 2.00 21.259 K Factor= 0.43
T.25 119 0.08 0.75 Utb 17.0 8.000 150 16.808
to Utr 2.0 19.000 0.0
H.4 119 0.08 0.671 27.000 0 0.001 Vel = 0.07
H.4 119 0.0 0.75 Utr 2.0 14.000 150 16.809
to 2.000 0.0
T.27 119 0.08 0.671 16.000 0 0.0 Vel= 0.07
0.0
T.27 0.08 16.809 K Factor= 0.02
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
I hereby certify that this plan, specification,
or report was prepared by me or under my
• direct supervision and that I am NICET
Certifie .
RECEIVED Brent Kotula Date: 023
NICET Certification No. 113889
Water-Based Systems Layout - Level IV
AUG 16 LOU3
Certification Expires: June 1, 2023
CITY OF TIGARD
BUILDING DIVISION
UPOnOr
AquaSAFETM Fire Safety System
OFFICE Car(
coLo4i-t7o Lit)
Uponor, Inc.
5925 148th Street West
Apple Valley, MN 55124
800-321-4739
Job Name : SOUTH RIVER TERRACE -Two Head Calculation (H.1 & H.5)
Drawing : RESIDENTIAL
Location : 2 STORY TRIPLEX- UNIT 3 TIGARD OR
Remote Area : 1
Contract : 43463F 003
Data File : 43463F 003 R1 2 Story Triplex, Unit 3 + Mirror.wx2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
,Uponor,Inc. Page 1
SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 3/10/2023
HYDRAULIC DESIGN INFORMATION SHEET
Name - SOUTH RIVER TERRACE Date - 9/29/2022
Location - TIGARD OR
Building - RESIDENTIAL System No. - 1
Contractor - WOLCOTT PLUMBING Contract No. - 43463F 003
Calculated By - BRENT KOTULA SET IV Drawing No. - F100
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( ) 1 (X)2 ( ) 4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make SENJU Model RC-RES
I Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4.9
G Note: Temperature Rating 162
N
Calculation Gpm Required 26.0128 Psi Required 101.37 At Ref Pt STR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - x Rated Cap. Cap.
T Time of Test - x @ Psi Elev.
E Static (Psi) - 108 Elev.
R Residual (Psi) - 103 Other Well
Flow (Gpm) - 300 Proof Flow Gpm
S Elevation - 95
P Location: STREET
P
L Source of Information: CONTRACTOR
Y
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.1 & H.5) Date 3/10/2023
City Water Supply: Demand:
Cl - Static Pressure : 108 D1 - Elevation : 10.394
C2 - Residual Pressure: 103 D2- System Flow : 26.013
C2 - Residual Flow : 300 D2- System Pressure : 101.372
Hose ( Demand ) : 5
D3- System Demand : 31.013
Safety Margin : 6.553
150
140
130
P 120
R 110 C1 _ C2
e
E 100
S 90 D'
S 80
U 70
R 60
E 50
40
30
20
10 o D1
u .. .... . . . . 1 . . . I I . . . . . . . I . . . . , . . .
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.1 & H.5) Date 3/10/2023
Fitting Legend
Abbrev. Name % % 1 1'% 1'/a 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.1 & H.5) Date 3/10/2023
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 108.0 103 300.0 107.925 31.01 101.372
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H.1 119.0 4.9 7.04 13.0 0.05 256
T.21 119.0 17.16
T.22 119.0 19.71
H.2 119.0 20.44
T.23 119.0 21.65
H.6 119.0 22.23
H.8 119.0 22.38
T.27 119.0 22.81
H.4 119.0 22.87
T.25 119.0 22.96
T.39 109.0 28.15
T.41 109.0 28.75
T.42 109.0 29.02
S.1 109.0 31.68
PRV 95.0 54.01
UMTR 95.0 68.28
TEE 95.0 75.68 5.0
MTR 95.0 91.85
CRB 95.0 97.86
STR 95.0 101.37
H.5 119.0 4.9 7.05 13.01 0.05 256
H.7 119.0 10.01
T.26 119.0 17.02
H.9 119.0 19.81
H.10 119.0 21.0
T.28 119.0 23.1
T.40 109.0 21.72
H.18 109.0 24.31
T.38 109.0 25.06
T.37 109.0 25.4
T.36 109.0 25.83
T.35 109.0 27.98
T.31 109.0 21.72
T.33 109.0 23.45
H.17 109.0 23.73
T.30 109.0 25.0
H.15 109.0 25.23
H.16 109.0 25.86
H.13 109.0 21.72
H.14 109.0 21.72
H.19 109.0 21.72
H.20 109.0 25.22
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.1 & H.5) Date 3/10/2023
NODE ANALYSIS(cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
T.24 119.0 21.81
H.3 119.0 21.91
H.11 119.0 22.85
H.12 119.0 22.94
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.1 & H.5) Date 3/10/2023
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
H.1 119 4.90 12.46 0.75 Utb 17.0 13.000 150 7.040
to Utr 2.0 19.000 0.0
T.21 119 12.46 0.671 32.000 0.3163 10.123 Vel = 11.30
T.21 119 -5.04 0.75 Utr 2.0 2.000 150 17.163
to Utb 17.0 19.000 0.0
T.22 119 7.42 0.671 21.000 0.1212 2.546 Vel = 6.73
T.22 119 0.0 0.75 Utr 2.0 4.000 150 19.709
to 2.000 0.0
H.2 119 7.42 0.671 6.000 0.1213 0.728 Vel = 6.73
H.2 119 0.0 0.75 Utr 2.0 8.000 150 20.437
to 2.000 0.0
T.23 119 7.42 0.671 10.000 0.1212 1.212 Vel = 6.73
T.23 119 -4.71 0.75 Utb 17.0 12.000 150 21.649
to Utr 2.0 19.000 0.0
H.6 119 2.71 0.671 31.000 0.0188 0.582 Vel = 2.46
H.6 119 0.0 0.75 Utr 2.0 6.000 150 22.231
to 2.000 0.0
H.8 119 2.71 0.671 8.000 0.0188 0.150 Vel = 2.46
H.8 119 0.0 0.75 Utb 17.0 6.000 150 22.381
to 17.000 0.0
T.27 119 2.71 0.671 23.000 0.0188 0.432 Vel = 2.46
T.27 119 -1.64 0.75 Utr 2.0 14.000 150 22.813
to 2.000 0.0
H.4 119 1.07 0.671 16.000 0.0034 0.054 Vel = 0.97
H.4 119 0.0 0.75 Utb 17.0 8.000 150 22.867
to Utr 2.0 19.000 0.0
T.25 119 1.07 0.671 27.000 0.0034 0.091 Vel = 0.97
T.25 119 4.71 1 Utb 17.0 24.000 150 22.958
to 14.000 4.331
T.39 109 5.78 0.862 38.000 0.0226 0.857 Vel = 3.18
T.39 109 11.92 1.25 Utr 4.0 5.000 150 28.146
to 4.000 0.0
T.41 109 17.7 1.054 9.000 0.0671 0.604 Vel = 6.51
T.41 109 8.31 1.25 2.000 150 28.750
to 0.0
T.42 109 26.01 1.054 2.000 0.1370 0.274 Vel = 9.56
T.42 109 0.0 1.25 Uel 11.0 6.000 150 29.024
to T 2.44 13.440 0.0
S.1 109 26.01 1.054 19.440 0.1368 2.660 Vel = 9.56
S.1 109 0.0 1.25 E 1.22 8.000 150 31.684
to 1.220 21.063 ** Fixed Loss = 15
PRV 95 26.01 1.054 9.220 0.1370 1.263 Vel = 9.56
PRV 95 0.0 1.25 2.000 150 54.010
to 14.000 ** Fixed Loss = 14
UMTR 95 26.01 1.054 2.000 0.1365 0.273 Vel = 9.56
UMTR 95 0.0 1.25 E 1.22 50.000 150 68.283
to G 0.407 4.067 0.0
TEE 95 26.01 1.054 T 2.44 54.067 0.1368 7.399 Vel = 9.56
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.1 & H.5) Date 3/10/2023
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf
TEE 95 H5 5.00 1.25 T 2.44 50.000 150 75.682
to E 1.22 3.661 6.000 ** Fixed Loss =6
MTR 95 31.01 1.054 53.661 0.1894 10.166 Vel = 11.40
MTR 95 0.0 1 20.000 150 91.848
to 1.000 ** Fixed Loss = 1
CRB 95 31.01 0.995 20.000 0.2508 5.016 Vel = 12.80
CRB 95 0.0 1 10.000 150 97.864
to 1.000 * * Fixed Loss = 1
STR 95 31.01 0.995 10.000 0.2508 2.508 Vel = 12.80
0.0
STR 31.01 101.372 K Factor= 3.08
H.1 119 0.54 0.75 Utr 2.0 10.000 150 7.040
to 2.000 0.0
H.5 119 0.54 0.671 12.000 0.0009 0.011 Vel = 0.49
H.5 119 4.90 13.01 0.75 Utr 2.0 6.000 150 7.051
to 2.000 0.0
H.7 119 13.55 0.671 8.000 0.3692 2.954 Vel = 12.29
H.7 119 0.0 0.75 Utb 17.0 2.000 150 10.005
to 17.000 0.0
T.26 119 13.55 0.671 19.000 0.3692 7.015 Vel = 12.29
T.26 119 -6.88 0.75 Utb 17.0 9.000 150 17.020
to Utr 2.0 19.000 0.0
H.9 119 6.67 0.671 28.000 0.0996 2.788 Vel = 6.05
H.9 119 0.0 0.75 Utr 2.0 10.000 150 19.808
to 2.000 0.0
H.10 119 6.67 0.671 12.000 0.0997 1.196 Vel = 6.05
H.10 119 0.0 0.75 Utb 17.0 4.000 150 21.004
to 17.000 0.0
T.28 119 6.67 0.671 21.000 0.0996 2.091 Vel = 6.05
T.28 119 1.64 1 Utb 17.0 16.000 150 23.095
to 14.000 4.331
T.41 109 8.31 0.862 30.000 0.0441 1.324 Vel = 4.57
0.0
T.41 8.31 28.750 K Factor= 1.55
T.26 119 6.88 1 12.000 150 17.020
to 4.331
T.40 109 6.88 0.862 12.000 0.0311 0.373 Vel = 3.78
T.40 109 0.08 0.75 Utb 17.0 7.000 150 21.724
to 17.000 0.0
H.18 109 6.96 0.671 24.000 0.1077 2.585 Vel = 6.31
H.18 109 0.0 0.75 Utr 2.0 5.000 150 24.309
to 2.000 0.0
T.38 109 6.96 0.671 7.000 0.1077 0.754 Vel = 6.31
T.38 109 -1.56 0.75 Utr 2.0 3.000 150 25.063
to 2.000 0.0
T.37 109 5.4 0.671 5.000 0.0674 0.337 Vel = 4.90
T.37 109 1.56 0.75 Utr 2.0 2.000 150 25.400
to 2.000 0.0
T.36 109 6.96 0.671 4.000 0.1078 0.431 Vel = 6.31
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.1 & H.5) Date 3/10/2023
Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf
T.36 109 0.0 0.75 Utr 2.0 1.000 150 25.831
to Utb 17.0 19.000 0.0
T.35 109 6.96 0.671 20.000 0.1077 2.154 Vel = 6.31
T.35 109 4.96 1.25 Utr 4.0 1.000 150 27.985
to 4.000 0.0
T.39 109 11.92 1.054 5.000 0.0322 0.161 Vel = 4.38
0.0
T.39 11.92 28.146 K Factor= 2.25
T.21 119 5.04 1 13.000 150 17.163
to 4.331
T.31 109 5.04 0.862 13.000 0.0175 0.228 Vel = 2.77
T.31 109 -0.08 0.75 Utr 2.0 11.000 150 21.722
to Utb 17.0 19.000 0.0
T.33 109 4.96 0.671 30.000 0.0575 1.724 Vel = 4.50
T.33 109 0.0 0.75 5.000 150 23.446
to 0.0
H.17 109 4.96 0.671 5.000 0.0574 0.287 Vel = 4.50
H.17 109 0.0 0.75 Utr 2.0 20.000 150 23.733
to 2.000 0.0
T.30 109 4.96 0.671 22.000 0.0575 1.264 Vel = 4.50
T.30 109 0.0 0.75 Utr 2.0 2.000 150 24.997
to 2.000 0.0
H.15 109 4.96 0.671 4.000 0.0575 0.230 Vel = 4.50
H.15 109 0.0 0.75 Utr 2.0 9.000 150 25.227
to 2.000 0.0
H.16 109 4.96 0.671 11.000 0.0575 0.632 Vel = 4.50
H.16 109 0.0 0.75 Utb 17.0 20.000 150 25.859
to 17.000 0.0
T.35 109 4.96 0.671 37.000 0.0575 2.126 Vel = 4.50
0.0
T.35 4.96 27.985 K Factor= 0.94
T.31 109 0.08 0.75 Utb 17.0 2.000 150 21.722
to 17.000 0.0
H.13 109 0.08 0.671 19.000 0 0.0 Vel = 0.07
H.13 109 0.0 0.75 Utr 2.0 12.000 150 21.722
to 2.000 0.0
H.14 109 0.08 0.671 14.000 0.0001 0.001 Vel = 0.07
H.14 109 0.0 0.75 Utr 2.0 13.000 150 21.723
to 2.000 0.0
H.19 109 0.08 0.671 15.000 0 0.0 Vel = 0.07
H.19 109 0.0 0.75 Utb 17.0 7.000 150 21.723
to 17.000 0.0
T.40 109 0.08 0.671 24.000 0 0.001 Vel= 0.07
0.0
T.40 0.08 21.724 K Factor= 0.02
T.38 109 1.56 0.75 Utb 17.0 7.000 150 25.063
to 17.000 0.0
H.20 109 1.56 0.671 24.000 0.0068 0.162 Vel = 1.42
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations : Hazen-Williams
. Upondr, Inc. Page 9
SOUTH RIVER TERRACE -Two Head Calculation (H.1 & H.5) Date 3/10/2023
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
H.20 109 0.0 0.75 Utb 17.0 7.000 150 25.225
to Utr 2.0 19.000 0.0
T.37 109 1.56 0.671 26.000 0.0067 0.175 Vet = 1.42
0.0
T.37 1.56 25.400 K Factor= 0.31
T.23 119 4.71 0.75 Utr 2.0 1.000 150 21.649
to 2.000 0.0
T.24 119 4.71 0.671 3.000 0.0523 0.157 Vet = 4.27
T.24 119 0.0 0.75 2.000 150 21.806
to 0.0
H.3 119 4.71 0.671 2.000 0.0525 0.105 Vel = 4.27
H.3 119 0.0 0.75 Utb 17.0 1.000 150 21.911
to Utr 2.0 19.000 0.0
T.25 119 4.71 0.671 20.000 0.0523 1.047 Vel = 4.27
0.0
T.25 4.71 22.958 K Factor= 0.98
T.27 119 1.64 0.75 Utr 2.0 3.000 150 22.813
to 2.000 0.0
H.11 119 1.64 0.671 5.000 0.0074 0.037 Vel = 1.49
H.11 119 0.0 0.75 Utr 2.0 10.000 150 22.850
to 2.000 0.0
H.12 119 1.64 0.671 12.000 0.0074 0.089 Vet = 1.49
H.12 119 0.0 0.75 Utb 17.0 4.000 150 22.939
to 17.000 0.0
T.28 119 1.64 0.671 21.000 0.0074 0.156 Vel = 1.49
0.0
T.28 1.64 23.095 K Factor= 0.34
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
II = ' CITY OF TIGARD MASTER PERMIT
COMMUNITY DEVELOPMENT Permit#: MST2022-00357
Date Issued: 12/15/2022
I it;A R I) 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S107AD05200
Jurisdiction: Tigard
Site address: 16893 SW COLORADO LN
Subdivision: SOUTH RIVER TERRACE Lot: H
Project: South River Terrace,Tract H,Building 5, Unit 3
Project Description: New detached dwelling (3 of 3)Units.NO FINAL UNTIL DEFERRED SDC FEES ARE PAID.
BUILDING
Floor Areas Required Setbacks Required
Stories: 2 Bedrooms: 3 First: 720 sf Basement: 0 at Left: 0 Parking Spaces: 0
Height: 25 Bathrooms: 3 Second: 1009 sf Garage: 398 sf Front: 12 Smoke yes
Dwelling Units: 1 Third: 0 sf Right: 0 Detectors:
Total: 1729 sf Value: 5284,905.37 Rear: 10
PLUMBING
Sinks: 1 Water Closets: 3 Washing Mach: 1 Laundry Trays: 0 Rain Drain: 1 Urinals: 0
Lavatories: 5 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
Drywall-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<10OK: 1 Vents: 0 Woodstoves: 0 Gas Outlets: 2
Furn>=10OK: 0
ELECTRICAL
Residential Unit Service Feeder Temp SrvclFeeders Branch Circuits
1000 sf or less: 1 0-200 amp: 0 0-200 amp: 0 W/Svc or Fdr: 0
Ea add'I 500 sf: 3 201-400 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 8 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 1729
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 Fire Rated Conditions
VANCOUVER,WA 98660 VANCOUVER,WA 96660 2 Ersn Cntrl 503-639-4175
PHONE: PHONE: 360-695-7700
FAX:
Total Fees: $16,342.80
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 it work is suspended for more
the 180 days. ATTENTION: Oregon equires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR
OF7_nnt-nMm ihr rn rIAP OF7 i may nhtaln a rnnv nttha riddle nr riirart nuactinne In rll INC hr Tallinn Fm1 717 4OR7 nr I, 17 91d11
/ ! Permittee Signature:
Issued By: —.....,
1503.639.4175 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 lob site at the time of each Inspection.
IN * CITY OF TIGARD SEWER CONNECTION PERMIT
s COMMUNITY DEVELOPMENT Permit#: SWR2022-00144
Date Issued: 12/15/2022
T r G A R D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S107AD05200
Jurisdiction: Tigard
Site address: 16893 SW COLORADO LN
Project: South River Terrace,Tract H, Building 5, Unit 3 Subdivision: SOUTH RIVER TERRACE Lot: H
Project Description: Sewer connection for new detached dwelling(3 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. hose rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules
Issued By: Permittee Signature: i,S' C L1f p I , c k ! •C:(4
Call 503.639.4175 by 7:00 a. .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.
` Building Permit Application RECEIVED
Residential MS 24 On FOR OFFICE USE ONLY
City of Tigard CITY OF TIGARO RDate/By.q/j� C
De eived {�tiy 'ertnitNo.: ��d�jlS
IN • 13125 SW Hall Blvd.,Tigard,OR 97228010 ■Y oo, Plan Review q n Q
n Phone: 503.718.2439 Fax: 503.598.1960 Date/By: I f/7 ye. ! ! Other Permit:Sikinia-PO Mil 1
-t.l C R D Inspection Line: 503.639.4175 Date Ready/By: h. H See Page 2 for I
Internet: www.tigard-or.gov Reefed/Method:`14 (4-./� d'? Supplemental Information
TYPE OF WORK REQUIRED DATA:I-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,overhead,and the profit for the si
CATEGORY OF CONSTRUCTION work indicated on this application. �a4 f Q1 OS
Valuation: $ J:$(r
N I-and 2-family dwelling ❑Commercial/industrial
ElAccessory building El Multi-family Number of bedrooms: 4
❑Master builder ID Other:
Number of bathrooms: 3
JOB SITE INFORMATION AND LOCATION Total number of floors:2 2, I d_7
Job site address: 16893 SW Colorado LN New dwelling area: 1,729 square feet 1001
City/State/ZIP: Tigard,Oregon 97120 Garage/carport area: 398 square feet 7;0
Suite/bldg./apt.no.: BLDG 5 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.
Indicate the value(rounded to the nearest dollar)of all
Tax map/parcel no.: equipment,materials,labor,overhead,and the profit for the
DE N OF WORK work indicated on this application.
ew Construction/Type: D�ype A-481300A (UNIT 3) Valuation: $
/I-
Deferrals:Park SDC&TSDC until occupancy. Existing building area: square feet
Projected start: September 2022 New building area: square feet
® PROPERTY OWNER ❑ 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 ❑ CONTACT PERSON U9 BUILDING PERMIT FEES*
Business name:Taylor Morrison Northwest LLC (Please refer to fee schedule)
Structural plan review fee(or deposit):
Contact name:Omar Alami Abouhafs
Address:
703 Broadway St., Ste 710 FLS plan review fee(if applicable):
City/State/ZIP:Vancouver,WA 98660 Total fees due upon application:
Amount received:
Phone:(360)946-8674 Fax::( )360 693-4442
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 Specialty Code checklist.
City/State/ZIP:Vancouver, WA 98660 Permit Fee(includes plan review $180.00
and administrative fees):
Phone:( )360 695-7700 Fax:( )360 693-4442 State surcharge(12%of permit fee): $21.60
CCB lie.:207247 �f// �/ Total fee due upon application: S201.60
Authorized signature: Obta2 .ry CC 024 .cY 6e:9- GI This permit application expires if a permit is not obtained
Ir/J 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.
1:1Building\Permits\BUP-RESPermitApp.doc 02/24/2011 440.4613T(11/02/COM/WEB)
,.
Mechanical Permit Application FOR OFFICE USE ONLY
r Received
City of Tigard Date/By: Permit No:
t 13125 SW Hall Blvd,Tigard,OR 97223 Plan Review
Phone: 503.718.2439 Fax: 503.598.I960 Other Permit:
Inspection Line: 503.639.4175 Date/By:
71tiAllq p Date Ready/By: Avis. ® See Pagel for
Internet: www.tigard-or.gov Notited7Method: Supplemental Information
TYPE OF WORK COMMERCIAL FEE* SCialDULE —USE CHECKLIST
Mechanical permit fees*are based on the value of the work
®New construction ❑Addition/alteration/replacement performed.Indicate the value(rounded to the nearest dollar)of all
❑Demolition 0 Other, mechanical materials,equipment,labor,overhead,and profit.
Value:S
CATEGORY OF CONSTRUCTION RE,q_mENTIAL EQUIFM Np/SYSTEMS FEES
®1-and 2-family dwelling 0 Commercial/industrial ❑Accessory building For special information use checklist
I j Multi-family ❑Master builder ❑Other. Description Qty. Ea. Total
JOB SITE INFORMATION AND LOCATION Heating/cooling:
Air conditioning 1 46.75 46.75
Job site address: 16893 SW Colorado LN
Furnace 100.000 nu(dacts/vcnta . 1 46.75 46.75
City/State/ZIP:Tigard,OR 97224 Furnace 100,000+.BTU(ducts/vents) 54.91
Heat pump 1 61,06 61.06
Suite/bldg./apt no.:Building 5 Project name: South River Terrace .
Duct work 23.32
Cross street/directions to job site: Hydronic hot water system 23.32
Residential boiler(radiator or
hydronic) 23.32
Unit heaters(fuel-type,not electric),
. in-wall,in-duct,suspended,etc. 46.75
Flue/vent for any of above 23.32
23.32
Subdivision: South River Terrace Lot no.: lithe
Tract H Other fuel appliances:
Tax map/parcel no.: Water heater 23.32
DESCRIPTION OF WORK Gas fireplace/insert i 33.39
— Rue vent for water heater or gas
New construction fireplace 23.32
UNIT 3 Log lighter(gas) 23.32
Wood/pellet stove 33.39 _
Wood fireplace/insert 23.32
Chimney/liner/flue/vent 23.32
® PROPERTY OWNER 0 TENANT Other 23.32
Environmental exhaust and ventilation:
Name:Taylor Morrison Northwest LLC. Range hood/other kitchen 33'39
Address:703 Broadway St.,Ste.510 a ui went 1 33.39
Clothes dryer exhaust 1 33.39 33.39
City/State/ZIP:Vancouver,WA 98660 Single-duct exhaust(bathrooms, 1 23.32
toilet compartments,utility rooms) 23.32
Phone:(360)695-7700 Fax:( ) Aniderawlspace fans 23.32
® APPLICANT ❑ CONTACT PERSON Other. 23.32
Fuel piping:
Business name:Taylor Morrison Northwest LLC. s14.15 for first four;$4.03 for each additional
Contact name: 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 I
Range 1
E-mail:permitsubmittalsettaylormorrisOn.com Barbecue
CONTRACTOR Clothes dryer(gas)
Business name:Pro Heating&Cooling Oar
MECHANICAL PERMIT FEES*
Address: I\'W 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-I590 I Fax:( ) State surcharge(12%of permit fee)
CCB lic.:209001 TOTAL PERMIT FEE
This permit application expires if a permit is not obtained within 188
A' a ha-,)t days after it has been accepted as complete.
Authorized signature: LL�C�i I • Fee methodology set by In-County Building Industry Service Board
Print name:Elia Duran Datt: 1 0/30/20
r.muitanu+sermu,nAFC Prrrnl Ann loom fine men...i+r,,,s,iwvv.n,rt:n:
•
Plumbing Permit Application
' Building Fixtures FOR OFFICE USE ONLY
City of Tigard Received Permit No.:
1111 �I 13125 SW Hall Blvd.,Tigard,OR 97223 Dale ay. _
3Phone: 503.7182439 Fax: 503.598.1960 Plan Review DatelHy: Other Permit No.:
T IC;A RD Inspection Line: 503.639.4175 Date Ready/By: Iarc; 0 See Page 2 for
Internet: www.ligard-orgov Notified/Method: 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 ❑Other: New 1-2-family dwellings(includes 100 R.for each utility connection)
CATEGORY OF CONSTRUCTION SFR(1)bath 312.70
,1-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78
SFR(3)bath 1 500.32 500.32
❑Accessory building 41-Multi-family
Each additional bath/kitchen 25.02
❑Master builder 0 Other: - Fire sprinkler( sq.R) Page 2
JOB SITE INFORMATION AND LOCATION Site utilities:
Job site address: 16893 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 Page 2
Suite/bldg./apt no.Bulldlflg 51 Project name:South River Terrace Manufactured home utilities 50.03
Cross street/directions to job site: Manholes 18.76
Rain drain connector 18.76
Sanitary sewer(no.linear ft:_) Page 2
Storm sewer(no.linear ft.: ) Page 2
Water service(no.linear ft.: ) Page 2
Subdivision: South River Terrace ( Lot no.: Tract H Fixture or item:
Tax map/parcel no.: Backflow preventer 31.27
DESCRIPTION OF WORK Backwater valve 12.51
New construction-Type SFU Clothes washer 1 25.02 2$.02
Dishwasher 1 25.02 25.02
UNIT 3 Drinking fountain 25.02
Ejectors/sump 25.02
® PROPERTY OWNER ❑ TENANT Expansion tank 12.51
Name: Taylor Morrison Northwest LLC. Fixmrdsewercap 25.02
Floor drain/floor sink/hub 25,02
Address:703 Broadway St,Ste 510
Garbage disposal 25.02
City/State/ZIP:Vancouver,WA 98660 Hose bib 2 25.02 50.04
Phone:(360)695-7700 Fax:( ) lee maker 12.51
® APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02
Business name: Taylor Morrison Northwest LLC. Medical gas(value:S_) Page 2
------- _- Primer 12.51
Contact name: Omar Alami Abouhafs
Roof drain(commercial) 12.51
Address:703 Broadway St.,Ste 510 Sink/basin/lavatory 25.02
City/State/ZIP:Vancouver,WA 98660 Solar units(potable water) 62.54
Phone:(360)695-7700 Fax::(360)693-4442 Tub/shower/shower pan 12.51
E-mail:permitsubmittals®taylOrmOrriSOn.COm Urinal 25.02
CONTRACTOR Water closet 25.02
Water heater 37.52
Business name:G&B Plumbing&Sons Inc Water pipinglDWV 56.29
Address:P.O.Box 92 Other. 25.02
City/State/ZIP:St.Paul,OR 97137 Subtotal 600.40
Phone:(503)868-1417 Fax:(971)727-8170 Minimum permit fee: S72.50
CCH Lie.: 184372 Plumbing tic.no.:pb634 Plan review (25%of permit fee)
}} State surcharge(12%of permit fee)
,Authorized signature: a.-LAj t [ nt.1,1l}y`+.-.„ 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 Tel-County Building Industry Service Board.
l:lavtldme/PwmarPLMIJ-PenutApp.doc 10609 440.4616T(10"02!COMM'@B)
Parking r Parking Plan Exhibit C, Sheet 10.1 and 10.2
Off street parking is accessed through:
❑ Tr'•lexes: Tandem driveways that meet the following:
hared access drive of 20-24 ft with parking behind rowhouse units*
* Exceptions: Area A: 16 ft. Areas B, D, E, and I: 12 ft (See Exhibit C of PDR)
OElAlley access drive at least 10' wide
iDuplexes: 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
/I ❑ Spaced at least 23.75 ft apart
`� Parking spaces are at least 20 feet from street property lines, except alleys
Pathway ( Accessible path provided from sidewalk to main entrance
NOTE: Single detached houses and rowhouses with frontage on River Terrace Blvd must meet all
building design standards of 18.640.070.E (River Terrace Building Permit Review Addendum). Those
with side lot lines on River Terrace Blvd must meet all except 18.640.070.E.3 - Entrances
Approved By Planning: Date: