HomeMy WebLinkAboutPP - 14410 34TH LN S - OSTERLY PARK - PERMITS AND PLANS14410 34TH LN S
ASSOCIATED PERMITS
17-S-192 D17-0099
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PIERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project6cr &_! rtt- F14-
Type of Inspection: c-
Address:Contact
Suite #: (44o
�'" G
Person:
Special Instructions:
Monitor:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Needs Shift Inspection:
Sprinklers:
Hrs.:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy T
e:
Inspector: 6,,s-----‘
Date: 6nsihs
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
101.7- -oar
i7 -s- /92-
PERMIT
92
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: s j r �, ,tJn41.0 vo 17 A
Type of nspection: levacer- -
Address:Contact
Suite #: l 44io 51-h- z,,..) S
Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
(4)(1/ )9Yk
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Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
i
Inspector: Pkvt. 'ii,.._-
Date: 17////1---
IHrs.: f
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
A-PEX Design Services
10731 47th Place West
Mukilteo, WA 98275
425-493-9680
Job Name : 31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3)
Drawing
Location : TUKWILA WA
Remote Area
Contract : 140327-01
Data File : 140327-01 31 Town Homes.wx2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
• A-PEX Design Services Page 1
31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014
HYDRAULIC DESIGN INFORMATION SHEET
Name - 31 TOWN HOMES - PRELIMINARY
Location -
Building - System No. -
Contractor - Contract No. - 140327-01
Calculated By - NOAH EAKMAN Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
Date - 3-27-2014
S
Y
S
T
E
Type of Calculation: ( )NFPA 13 Residential
Number of Sprinklers Flowing: ( )1 (X)2
( )Other
( )Specific Ruling
( )NFPA 13R
( )4 ( )
(X)NFPA 13D
Made by Date
M Listed Flow at Start Point - 9 Gpm
Listed Pres at Start Point - 9
D MAXIMUM LISTED SPACING 12
E Domestic Flow Added
S Additional Plow Added
I Elevation at Highest Outlet
G Note:
N
Psi
x 12
- 0 Gpm
Gpm
- 124 Feet
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Make RELIABLE Model RFC30
Size 3/8 K -Factor 3
Temperature Rating 155
Calculation Gpm Required 18.0569
Summary C -Factor Used:
Psi Required 45.86 At Ref Pt STR
Overhead 150 Underground 150
W Water Flow Test:
A Date of Test
T Time of Test -
E Static (Psi) - 60
R Residual (Psi) - 55
Flow (Gpm) - 300
S Elevation - 100
Pump Data:
Rated. Cap.
@ Psi
Elev.
Other
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
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Units Summary
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Flow Summary - NFPA 2007
A-PEX Design Services Page 4
31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014
Node at Static Residual
Source Pressure Pressure
SUPPLY ANALYSIS
Flow
Available
Pressure Total Demand Required Pressure
STR 60.0 55 300.0 59.972 18.06 45.859
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.4 124.0
H.6 124.0
T.26 124.0
H.10 124.0
T.30 124.0
T.36 116.0
T.37 116.0
T.44 108.0
T.43 108.0
T.41 108.0
T.40 108.0
S.1 104.0
MTR 100.0
STR 100.0
T.23 124.0
T.25 116.0
T.24 116.0
H.20 108.0
T.39 108.0
T.38 108.0
T.42 108.0
H.3 124.0
H.5 124.0
H.12 124.0
H.11 124.0
T.32 124.0
T.34 124.0
T.35 116.0
T.33 116.0
T.31 116.0
T.45 108.0
H.21 108.0
T.29 124.0
H.13 124.0
H.14 124.0
T.28 116.0
H.8 116.0
H.9 116.0
T.27 116.0
H.1 116.0
H.2 116.0
H.17 116.0
3
3
9.0
9.6
9.67
9.93
10.09
14.34
14.38
18.81
19.28
19.76
19.99
22.73
25.08
45.86
9.17
14.31
14.41
18.68
18.76
19.52
19.6
9.11
9.28
9.73
9.98
10.04
10.1
14.33
14.36
14.41
18.81
18.97
10.09
10.09
10.1
14.33
14.36
14.4
14.34
14.36
14.41
14.35
9.0
9.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
• A-PEX Design Services Page 5
31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.16
H.15
H.7
H.22
H.19
H.18
116.0
116.0
116.0
108.0
108.0
108.0
14.36
14.37
14.34
18.81
19.55
19.77
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams - 2007
A-PEX Design Services Page 6
31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
H.4 5.86 0.862 1 Uel 11.0 14.000 9.000
to 150.0 0.0 12.000 0.0
H.6 5.86 0.0232 0.0 26.000 0.602
K Factor = 3.00
Vel = 3.22
H.6 0.0 0.862 1 Utr 2.0 1.000 9.602
to 150.0 0.0 2.000 0.0
T.26 5.86 0.0230 0.0 3.000 0.069
Vel = 3.22
T.26 0.0 0.862 1 Utr 2.0 9.000 9.671
to 150.0 0.0 2.000 0.0
H.10 5.86 0.0232 0.0 11.000 0.255
Vel = 3.22
H.10 0.0 0.862 1 Utr 2.0 5.000 9.926
to 150.0 0.0 2.000 0.0
T.30 5.86 0.0231 0.0 7.000 0.162
Vel = 3.22
T.30 -0.57 0.862 2Utb 34.0 13.000 10.088
to 150.0 0.0 28.000 3.465
T.36 5.29 0.0191 0.0 41.000 0.784
Vel = 2.91
T.36 -0.54 0.862 1 Utr 2.0 1.000 14.337
to 150.0 0.0 2.000 0.0
T.37 4.75 0.0157 0.0 3.000 0.047
Vel = 2.61
T.37 1.22 0.862 1 Utb 17.0 24.000 14.384
to 150.0 1 Utr 2.0 16.000 3.465
T.44 5.97 0.0240 0.0 40.000 0.959
Vel = 3.28
T.44 0.33 0.862 1 Utb 17.0 4.000 18.808
to 150.0 0.0 14.000 0.0
T.43 6.3 0.0264 0.0 18.000 0.476
Vel = 3.46
T.43 0.0 0.862 1 Utb 17.0 2.000 19.284
to 150.0 1 Utr 2.0 16.000 0.0
T.41 6.3 0.0264 0.0 18.000 0.476
Vel = 3.46
T.41 8.07 1.054 1 Utr 4.0 1.000 19.760
to 150.0 0.0 4.000 0.0
T.40 14.37 0.0456 0.0 5.000 0.228
Vel = 5.28
T.40 3.69 1.054 1T 2.44 12.000 19.988
to 150.0 0.0 2.440 1.732
S.1 18.06 0.0697 0.0 14.440 1.006
Vel = 6.64
S.1 0.0 1.61 1E 6.044 50.000 22.726
to 150.0 1T 12.089 19.644 1.732
MTR 18.06 0.0089 1G 1.511 69.644 0.617
Vel = 2.85
MTR 0.0 0.785 2E 4.773 15.000 25.075
to 150.0 0.0 4.773 15.000
STR 18.06 0.2925 0.0 19.773 5.784
* * Fixed Loss = 15
Vel = 11.97
0.0
18.06
45.859 K Factor = 2.67
H.4 3.14 0.862 1 UeI 11.0 9.000 9.000
to 150.0 1 Utr 2.0 14.000 0.0
T.23 3.14 0.0073 0.0 23.000 0.167
Vel = 1.73
T.23 4.35 0.862 2Utb 34.0 18.000 9.167
to 150.0 0.0 28.000 3.465
T.25 7.49 0.0364 0.0 46.000 1.674
Vel = 4.12
T.25 -2.37 0.862 1 Utr 2.0 4.000 14.306
to 150.0 0.0 2.000 0.0
T.24 5.12 0.0180 0.0 6.000 0.108
Vel = 2.81
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services Page 7
31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
T.24 1.23 0.862 1 Utr 2.0 14.000 14.414
to 150.0 1 Utb 17.0 16.000 3.465
H.20 6.35 0.0268 0.0 30.000 0.805
Vel = 3.49
H.20 0.0 0.862 0.0 3.000 18.684
to 150.0 0.0 0.0 0.0
T.39 6.35 0.0270 0.0 3.000 0.081
Vel = 3.49
T.39 0.0 0.862 1 Utb 17.0 2.000 18.765
to 150.0 1 UeI 11.0 26.000 0.0
T.38 6.35 0.0269 0.0 28.000 0.752
Vel = 3.49
T.38 -3.69 0.862 1 Utb 17.0 2.000 19.517
to 150.0 0.0 14.000 0.0
T.42 2.66 0.0054 0.0 16.000 0.086
Vel = 1.46
T.42 5.41 1.054 1 Utr 4.0 6.000 19.603
to 150.0 0.0 4.000 0.0
T.41 8.07 0.0157 0.0 10.000 0.157
Vel = 2.97
0.0
8.07
19.760 K Factor = 1.82
T.23 -4.35 0.862 1 Utr 2.0 2.000 9.167
to 150.0 0.0 2.000 0.0
H.3 -4.35 -0.0132 0.0 4.000 -0.053
Vel = 2.39
H.3 9.06 0.862 1 Utr 2.0 9.000 9.114
to 150.0 0.0 2.000 0.0
H.5 4.71 0.0155 0.0 11.000 0.170
K Factor = 3.00
Vel = 2.59
H.5 0.0 0.862 1 UeI 11.0 17.000 9.284
to 150.0 0.0 12.000 0.0
H.12 4.71 0.0154 0.0 29.000 0.447
Vel = 2.59
H.12 0.0 0.862 1 UeI 11.0 4.000 9.731
to 150.0 0.0 12.000 0.0
H.11 4.71 0.0154 0.0 16.000 0.247
Vel = 2.59
H.11 0.0 0.862 1 Utr 2.0 2.000 9.978
to 150.0 0.0 2.000 0.0
T.32 4.71 0.0152 0.0 4.000 0.061
Vel = 2.59
T.32 0.0 0.862 1 Utr 2.0 2.000 10.039
to 150.0 0.0 2.000 0.0
T.34 4.71 0.0155 0.0 4.000 0.062
Vel = 2.59
T.34 0.57 0.862 2Utb 34.0 12.000 10.101
to 150.0 0.0 28.000 3.465
T.35 5.28 0.0190 0.0 40.000 0.762
Vel = 2.90
T.35 -1.23 0.862 1 Utr 2.0 1.000 14.328
to 150.0 0.0 2.000 0.0
T.33 4.05 0.0117 0.0 3.000 0.035
Vel = 2.23
T.33 0.0 0.862 1 Utr 2.0 2.000 14.363
to 150.0 0.0 2.000 0.0
T.31 4.05 0.0118 0.0 4.000 0.047
Vel = 2.23
T.31 1.68 0.862 2Utb 34.0 14.000 14.410
to 150.0 0.0 28.000 3.465
T.45 5.73 0.0222 0.0 42.000 0.932
Vel = 3.15
T.45 -0.33 0.862 1 Utr 2.0 6.000 18.807
to 150.0 0.0 2.000 0.0
H.21 5.4 0.0199 0.0 8.000 0.159
Vel = 2.97
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services Page 8
31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
H.21 0.0 0.862 1 UeI 11.0 6.000 18.966
to 150.0 1 Utb 17.0 26.000 0.0
T.42 5.4 0.0199 0.0 32.000 0.637 Vel = 2.97
0.0
5.40 19.603 K Factor = 1.22
T.30 0.57 0.862 1 Utr 2.0 2.000 10.088
to 150.0 0.0 2.000 0.0
T.29 0.57 0.0002 0.0 4.000 0.001 Vel = 0.31
T.29 0.0 0.862 1 Utr 2.0 8.000 10.089
to 150.0 0.0 2.000 0.0
H.13 0.57 0.0003 0.0 10.000 0.003 Vel = 0.31
H.13 0.0 0.862 0.0 12.000 10.092
to 150.0 0.0 0.0 0.0
H.14 0.57 0.0003 0.0 12.000 0.004 Vel = 0.31
H.14 0.0 0.862 1 UeI 11.0 5.000 10.096
to 150.0 0.0 12.000 0.0
T.34 0.57 0.0003 0.0 17.000 0.005 Vel = 0.31
0.0
0.57 10.101 K Factor = 0.18
T.25 2.37 0.862 1 Utr 2.0 3.000 14.306
to 150.0 0.0 2.000 0.0
T.28 2.37 0.0044 0.0 5.000 0.022 Vel = 1.30
T.28 -0.69 0.862 1 UeI 11.0 3.000 14.328
to 150.0 0.0 12.000 0.0
H.8 1.68 0.0023 0.0 15.000 0.034 Vel = 0.92
H.8 0.0 0.862 1 UeI 11.0 4.000 14.362
to 150.0 0.0 12.000 0.0
H.9 1.68 0.0022 0.0 16.000 0.036 Vel = 0.92
H.9 0.0 0.862 1 Utr 2.0 3.000 14.398
to 150.0 0.0 2.000 0.0
T.31 1.68 0.0024 0.0 5.000 0.012 Vel = 0.92
0.0
1.68 14.410 K Factor = 0.44
T.28 0.69 0.862 2Utb 34.0 10.000 14.328
to 150.0 0.0 28.000 0.0
T.27 0.69 0.0004 0.0 38.000 0.017 Vel = 0.38
T.27 0.54 0.862 1 Utr 2.0 12.000 14.345
to 150.0 0.0 2.000 0.0
H.1 1.23 0.0013 0.0 14.000 0.018 Vel = 0.68
H.1 0.0 0.862 2 UeI 22.0 10.000 14.363
to 150.0 0.0 24.000 0.0
H.2 1.23 0.0013 0.0 34.000 0.043 Vel = 0.68
H.2 0.0 0.862 1 Utr 2.0 4.000 14.406
to 150.0 0.0 2.000 0.0
T.24 1.23 0.0013 0.0 6.000 0.008 Vel = 0.68
0.0
1.23 14.414 K Factor = 0.32
T.35 1.22 0.862 1 UeI 11.0 7.000 14.328
to 150.0 0.0 12.000 0.0
H.17 1.22 0.0013 0.0 19.000 0.024 Vel = 0.67
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
• A-PEX Design Services Page 9
31 TOWN HOMES - PRELIMINARY - Two Head Calculation (H.4 & H.3) Date 4/7/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes
H.17
to
H.16
0.0
1.22
0.862
150.0
0.0015
0.0
0.0
0.0
4.000
0.0
4.000
14.352
0.0
0.006
Vel = 0.67
H.16
to
H.15
0.0
1.22
0.862
150.0
0.0012
1 Utr 2.0
0.0
0.0
10.000
2.000
12.000
14.358
0.0
0.015
Vel = 0.67
H.15
to
T.37
T.36
to
H.7
0.0
1.22
0.0
1.22
0.54
0.54
0.862
150.0
0.0012
1 Utr 2.0
0.0
0.0
7.000
2.000
9.000
14.373
0.0
0.011
Vel = 0.67
14.384 K Factor = 0.32
0.862
150.0
0.0003
1 Utr 2.0
0.0
0.0
7.000
2.000
9.000
14.337
0.0
0.003
Vel = 0.30
H.7
to
T.27
T.45
to
H.22
0.0
0.54
0.0
0.54
0.33
0.33
0.862
150.0
0.0003
1Uel 11.0
0.0
0.0
5.000
12.000
17.000
14.340
0.0
0.005
Vel = 0.30
14.345 K Factor = 0.14
0.862
150.0
0.0001
1 Utr 2.0
0.0
0.0
6.000
2.000
8.000
18.807
0.0
0.001
Vel = 0.18
H.22
to
T.44
0.0
0.33
0.862
150.0
0.0
0.0
0.0
0.0
2.000
0.0
2.000
18.808
0.0
0.0
Vel = 0.18
0.0
0.33
18.808 K Factor = 0.08
T.38
to
H.19
3.69
3.69
0.862
150.0
0.0097
1 Utr 2.0
0.0
0.0
1.000
2.000
3.000
19.517
0.0
0.029
Vel = 2.03
H.19
to
H.18
0.0
3.69
0.862
150.0
0.0098
1Uel 11.0
1 Utr 2.0
0.0
9.000
14.000
23.000
19.546
0.0
0.226
Vel = 2.03
H.18
to
T.40
0.0
3.69
0.862
150.0
0.0098
1 Utb 17.0
0.0
0.0
8.000
14.000
22.000
19.772
0.0
0.216
Vel = 2.03
0.0
3.69
19.988 K Factor = 0.83
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-Pex Design Services, Inc. -EP
10731 47th PI W
Mukilteo, WA 98275
425-493-9680
sales@a-pexdesignservices.com
Job Name : 31 TOWNHOMES UNIT B - One Head Calculation (H.12)
Drawing
Location : 3429 S 144TH ST TUKWILA WA
Remote Area :
Contract : 150805-02
Data File : 150805-02 31 TH Unit B18.wx1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-Pex Design Services, Inc. -EP Page 1
31 TOWNHOMES UNIT B. - One Head Calculation (H.12) Date 8/5/2015
HYDRAULIC DESIGN INFORMATION SHEET
Name - 31 TOWNHOMES UNIT B Date - 8-5-2015
Location - TUKWILA WA
Building - System No. -
Contractor - Contract No. - 150805-02
Calculated By - NOAH EAKMAN Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
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 - 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 - 0 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make RELIABLE Model RFC49
I Elevation at Highest Outlet - 124 Feet Size 3/8 K -Factor 4.9
G Note: Temperature Rating 155
N
Calculation Gpm Required 13
Psi Required 47.18 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 - Rated Cap. Cap.
T Time of Test - @ Psi Elev.
E Static (Psi) - 60 Elev.
R Residual (Psi) - 55 Other Well
Flow (Gpm) - 300 Proof Flow Gpm
S Elevation - 100
P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Units Summary
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Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP Page 4
31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015
Node at Static Residual
Source Pressure Pressure
SUPPLY ANALYSIS
Available
Flow Pressure Total Demand Required Pressure
STR 60.0 55 300.0 59.985 13.0 47.182
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.12 124.0
H.5 124.0
H.3 124.0
T.23 124.0
T.25 116.0
T.24 116.0
H.20 108.0
T.39 108.0
T.38 108.0
T.43 108.0
T.42 108.0
T.41 108.0
T.40 108.0
S.1 104.0
CPL 100.0
MTR 100.0
STR 100.0
H.11 124.0
T.32 124.0
T.34 124.0
T.35 116.0
H.17 116.0
H.16 116.0
H.15 116.0
T.37 116.0
T.36 116.0
H.14 124.0
H.13 124.0
T.29 124.0
T.30 124.0
H.4 124.0
H.6 124.0
T.26 124.0
H.10 124.0
T.33 116.0
T.31 116.0
T.46 108.0
H.22 108.0
T.45 108.0
T.44 108.0
T.28 116.0
T.27 116.0
4.9 7.04 13.0
7.67
7.91
8.0
11.84
11.87
15.49
15.51
15.66
15.68
15.71
15.71
15.78
18.25
30.9
31.51
47.18
7.6
7.74
7.88
11.81
11.84
11.84
11.86
11.87
11.94
8.01
8.1
8.18
8.34
8.1
8.21
8.22
8.27
11.83
11.85
15.61
15.63
15.66
15.67
11.85
11.87
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP Page 5
31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.7
H.8
H.9
H.1
H.2
H.21
H.19
H.18
116.0
116.0
116.0
116.0
116.0
108.0
108.0
108.0
11.87
11.85
11.85
11.87
11.87
15.63
15.66
15.69
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams - 2007
A-Pex Design Services, Inc. -EP Page 6
31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
H.12 5.68 0.862 1 Uel 11.0 17.000 7.040
to 150.0 0.0 12.000 0.0
H.5 5.68 0.0219 0.0 29.000 0.634
K Factor = 4.90
Vel = 3.12
H.5 0.0 0.862 1 Utr 2.0 9.000 7.674
to 150.0 0.0 2.000 0.0
H.3 5.68 0.0218 0.0 11.000 0.240
Vel = 3.12
H.3 0.0 0.862 1 Utr 2.0 2.000 7.914
to 150.0 0.0 2.000 0.0
T.23 5.68 0.0217 0.0 4.000 0.087
Vel = 3.12
T.23 -2.33 0.862 2Utb 34.0 18.000 8.001
to 150.0 0.0 28.000 3.465
T.25 3.35 0.0082 0.0 46.000 0.378
Vel = 1.84
T.25 -0.99 0.862 1 Utr 2.0 4.000 11.844
to 150.0 0.0 2.000 0.0
T.24 2.36 0.0043 0.0 6.000 0.026
Vel = 1.30
T.24 0.27 0.862 1 Utr 2.0 14.000 11.870
to 150.0 1 Utb 17.0 16.000 3.465
H.20 2.63 0.0053 0.0 30.000 0.158
Vel = 1.45
H.20 0.0 0.862 0.0 3.000 15.493
to 150.0 0.0 0.0 0.0
T.39 2.63 0.0053 0.0 3.000 0.016
Vel = 1.45
T.39 0.0 0.862 1 Utb 17.0 2.000 15.509
to 150.0 1 Uel 11.0 26.000 0.0
T.38 2.63 0.0052 0.0 28.000 0.147
Vel = 1.45
T.38 -1.18 0.862 1 Utb 17.0 2.000 15.656
to 150.0 0.0 14.000 0.0
T.43 1.45 0.0018 0.0 16.000 0.028
Vel = 0.80
T.43 1.46 1.054 1 Utr 4.0 6.000 15.684
to 150.0 0.0 4.000 0.0
T.42 2.91 0.0024 0.0 10.000 0.024
Vel = 1.07
T.42 1.63 1.054 0.0 1.000 15.708
to 150.0 0.0 0.0 0.0
T.41 4.54 0.0050 0.0 1.000 0.005
Vel = 1.67
T.41 1.18 1.054 1 Utr 4.0 4.000 15.713
to 150.0 0.0 4.000 0.0
T.40 5.72 0.0084 0.0 8.000 0.067
Vel = 2.10
T.40 7.28 1.054 1T 2.44 8.000 15.780
to 150.0 1 Utb 9.0 11.440 1.732
S.1 13.0 0.0379 0.0 19.440 0.737
Vel = 4.78
S.1 0.0 1.054 1E 1.22 20.000 18.249
to 150.0 1T 2.44 4.067 11.732
CPL 13.0 0.0380 1G 0.407 24.067 0.914
* * Fixed Loss = 10
Vel = 4.78
CPL 0.0 1.38 2E 9.066 50.000 30.895
to 150.0 1C 1.511 10.577 0.0
MTR 13.0 0.0102 0.0 60.577 0.618
Vel = 2.79
MTR 0.0 1.025 2E 5.4 10.000 31.513
to 150.0 0.0 5.400 15.000
STR 13.0 0.0434 0.0 15.400 0.669
* * Fixed Loss = 15
Vel = 5.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
31 TOWNHOMES UNIT B - One Head Calculation (H.12)
Page 7
Date 8/5/2015
Hyd. Qa
Ref.
Point Qt
Dia.
Pf/Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Pt
Pv
Pn
Notes ******
0.0
13.00
47.182
K Factor = 1.89
H.12 7.32
to
H.11 7.32
0.862
150.0
0.0349
1Uel 11.0
0.0
0.0
4.000
12.000
16.000
7.040
0.0
0.558
Vel = 4.02
H.11 0.0
to
T.32 7.32
0.862
150.0
0.0350
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
7.598
0.0
0.140
Vel = 4.02
T.32 0.0
to
T.34 7.32
0.862
150.0
0.0348
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
7.738
0.0
0.139
Vel = 4.02
T.34 -3.26
to
T.35 4.06
0.862
150.0
0.0117
2Utb 34.0
0.0
0.0
12.000
28.000
40.000
7.877
3.465
0.469
Vel = 2.23
T.35 -2.80
to
H.17 1.26
0.862
150.0
0.0013
1Uel 11.0
0.0
0.0
7.000
12.000
19.000
11.811
0.0
0.025
Vel = 0.69
H.17 0.0
to
H.16 1.26
0.862
150.0
0.0012
0.0
0.0
0.0
4.000
0.0
4.000
11.836
0.0
0.005
Vel = 0.69
H.16 0.0
to
H.15 1.26
0.862
150.0
0.0014
1 Utr 2.0
0.0
0.0
10.000
2.000
12.000
11.841
0.0
0.017
Vel = 0.69
H.15 0.0
to
T.37 1.26
0.862
150.0
0.0013
1 Utr 2.0
0.0
0.0
8.000
2.000
10.000
11.858
0.0
0.013
Vel = 0.69
T.37 0.43
to
T.36 1.69
0.862
150.0
0.0023
2Utb 34.0
0.0
0.0
1.000
28.000
29.000
11.871
0.0
0.067
Vel = 0.93
T.36 5.59
to
T.40 7.28
1.054
150.0
0.0130
1 Utr 4.0
0.0
0.0
25.000
4.000
29.000
11.938
3.465
0.377
Vel = 2.68
0.0
7.28
15.780
K Factor = 1.83
T.34 3.26
to
H.14 3.26
0.862
150.0
0.0078
1Uel 11.0
0.0
0.0
5.000
12.000
17.000
7.877
0.0
0.133
Vel = 1.79
H.14 0.0
to
H.13 3.26
0.862
150.0
0.0078
0.0
0.0
0.0
12.000
0.0
12.000
8.010
0.0
0.094
Vel = 1.79
H.13 0.0
to
T.29 3.26
0.862
150.0
0.0078
1 Utr 2.0
0.0
0.0
8.000
2.000
10.000
8.104
0.0
0.078
Vel = 1.79
T.29 0.0
to
T.30 3.26
0.862
150.0
0.0078
1 Utr
1 Utb
2.0
17.0
0.0
4.000
16.000
20.000
8.182
0.0
0.156
VeI = 1.79
T.30 2.33
to
T.36 5.59
1.054
150.0
0.0079
1 Utr 4.0
0.0
0.0
13.000
4.000
17.000
8.338
3.465
0.135
Vel = 2.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
31 TOWNHOMES UNIT B. - One Head Calculation (H.12)
Page 8
Date 8/5/2015
Hyd. Qa
Ref.
Point Qt
Dia.
Pf/Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Pt
Pv
Pn
Notes ******
0.0
5.59
11.938
K Factor = 1.62
T.23 2.33
to
H.4 2.33
0.862
150.0
0.0042
1 UeI
1 Utr
11.0
2.0
0.0
9.000
14.000
23.000
8.001
0.0
0.097
Vel = 1.28
H.4 0.0
to
H.6 2.33
0.862
150.0
0.0042
1 UeI 11.0
0.0
0.0
14.000
12.000
26.000
8.098
0.0
0.110
Vel = 1.28
H.6 0.0
to
T.26 2.33
0.862
150.0
0.0040
1 Utr 2.0
0.0
0.0
1.000
2.000
3.000
8.208
0.0
0.012
Vel = 1.28
T.26 0.0
to
H.10 2.33
0.862
150.0
0.0043
1 Utr 2.0
0.0
0.0
9.000
2.000
11.000
8.220
0.0
0.047
Vel = 1.28
H.10 0.0
to
T.30 2.33
0.862
150.0
0.0042
1 Utb 17.0
0.0
0.0
3.000
14.000
17.000
8.267
0.0
0.071
Vel = 1.28
0.0
2.33
8.338
K Factor = 0.81
T.35 2.80
to
T.33 2.8
0.862
150.0
0.0057
1 Utr 2.0
0.0
0.0
1.000
2.000
3.000
11.811
0.0
0.017
Vel = 1.54
T.33 0.0
to
T.31 2.8
0.862
150.0
0.0060
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
11.828
0.0
0.024
Vel = 1.54
T.31 0.29
to
T.46 3.09
0.862
150.0
0.0070
2Utb 34.0
0.0
0.0
14.000
28.000
42.000
11.852
3.465
0.296
Vel = 1.70
T.46 -1.47
to
H.22 1.62
0.862
150.0
0.0021
1 Utr 2.0
0.0
0.0
6.000
2.000
8.000
15.613
0.0
0.017
Vel = 0.89
H.22 0.0
to
T.45 1.62
0.862
150.0
0.0021
1 UeI 11.0
0.0
0.0
2.000
12.000
14.000
15.630
0.0
0.030
Vel = 0.89
T.45 0.0
to
T.44 1.62
0.862
150.0
0.0022
0.0
0.0
0.0
4.000
0.0
4.000
15.660
0.0
0.009
Vel = 0.89
T.44 0.0
to
T.42
T.25
to
T.28
T.28
to
T.27
1.62
0.0
1.62
0.99
0.99
0.862
150.0
0.0022
1 Utb
1 Utr
17.0
2.0
0.0
2.000
16.000
18.000
15.669
0.0
0.039
Vel = 0.89
15.708
K Factor = 0.41
0.862
150.0
0.0010
1 Utr 2.0
0.0
0.0
3.000
2.000
5.000
11.844
0.0
0.005
Vel = 0.54
-0.29
0.7
0.862
150.0
0.0004
2Utb 34.0
0.0
0.0
10.000
28.000
38.000
11.849
0.0
0.017
Vel = 0.38
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 9
31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
T.27
to
H.7
H.7
to
T.37
-0.27
0.43
0.862
150.0
0.0002
1Uel 11.0
0.0
0.0
5.000
12.000
17.000
11.866
0.0
0.003
Vel = 0.24
T.28
to
H.8
H.8
to
H.9
H.9
to
T.31
0.0
0.43
0.0
0.43
0.28
0.28
0.862
150.0
0.0002
1 Utr 2.0
0.0
0.0
7.000
2.000
9.000
11.869
0.0
0.002
Vel = 0.24
11.871 K Factor = 0.12
0.862
150.0
0.0001
1Uel 11.0
0.0
0.0
3.000
12.000
15.000
11.849
0.0
0.001
Vel = 0.15
0.0
0.28
0.862
150.0
0.0001
1Uel 11.0
0.0
0.0
4.000
12.000
16.000
11.850
0.0
0.001
Vel = 0.15
T.27
to
H.1
0.0
0.28
0.0
0.28
0.27
0.27
0.862
150.0
0.0002
1 Utr 2.0
0.0
0.0
3.000
2.000
5.000
11.851
0.0
0.001
Vel = 0.15
11.852 K Factor = 0.08
0.862
150.0
0.0001
1 Utr 2.0
0.0
0.0
12.000
2.000
14.000
11.866
0.0
0.001
Vel = 0.15
H.1
to
H.2
0.0
0.27
0.862
150.0
0.0001
2Uel 22.0
0.0
0.0
10.000
24.000
34.000
11.867
0.0
0.003
Vel = 0.15
H.2
to
T.24
T.46
to
H.21
H.21
to
T.43
0.0
0.27
0.0
0.27
1.46
1.46
0.862
150.0
0.0
1 Utr 2.0
0.0
0.0
4.000
2.000
6.000
11.870
0.0
0.0
Vel = 0.15
11.870 K Factor = 0.08
0.862
150.0
0.0018
1 Utr 2.0
0.0
0.0
6.000
2.000
8.000
15.613
0.0
0.014
Vel = 0.80
T.38
to
H.19
0.0
1.46
0.0
1.46
1.18
1.18
0.862
150.0
0.0018
1Uel 11.0
1 Utb 17.0
0.0
6.000
26.000
32.000
15.627
0.0
0.057
Vel = 0.80
15.684 K Factor = 0.37
0.862
150.0
0.0013
1 Utr 2.0
0.0
0.0
1.000
2.000
3.000
15.656
0.0
0.004
Vel = 0.65
H.19
to
H.18
0.0
1.18
0.862
150.0
0.0012
1Uel
1 Utr
11.0
2.0
0.0
9.000
14.000
23.000
15.660
0.0
0.027
Vel = 0.65
H.18
to
T.41
0.0
1.18
0.862
150.0
0.0012
1 Utb 17.0
0.0
0.0
8.000
14.000
22.000
15.687
0.0
0.026
Vel = 0.65
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 10
31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
1.18
15.713 K Factor = 0.30
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
,'N/Nss
DESI
SER
A-Pex Design Services, Inc. -EP
10731 47th PI W
Mukilteo, WA 98275
425-493-9680
sales@a-pexdesignservices.com
Job Name : 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3)
Drawing
Location : 3429 S 144TH ST TUKWILA WA
Remote Area
Contract : 150805-02
Data File : 150805-02 31 TH Unit B18.wx2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
• A-Pex Design Services, Inc. -EP Page 1
31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015
HYDRAULIC DESIGN INFORMATION SHEET
Name - 31 TOWNHOMES UNIT B
Location - TUKWILA WA
Building -
Contractor -
Calculated By - NOAH EAKMPN
Construction: (X) Combustible
OCCUPANCY - RESIDENTIAL
S
Y
S
T
E
Date - 8-5-2015
System No. -
Contract No. - 150805-02
Drawing No. -
( ) Non -Combustible Ceiling Height
Type of Calculation: ( )NFPA 13 Residential
Number of Sprinklers Flowing: ( )1 (X)2
( )Other
( )Specific Ruling
( )NFPA 13R (X)NFPA 13D
( )4 ( )
Made by Date
M Listed Flow at Start Point
Listed Pres. at Start Point - 9
D
E
S
I
G
N
MAXIMUM LISTED SPACING 12
Domestic Flow Added
Additional Flow Added
Elevation at Highest Outlet
Note:
9 Gpm
Psi
x 12
- 0 Gpm
Gpm
- 124 Feet
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Make RELIABLE Model RFC30
Size 3/8 K -Factor 3
Temperature Rating 155
Calculation Gpm Required 18.048
Summary C -Factor Used:
Psi Required 52.2 At Ref Pt STR
Overhead 150 Underground 150
W Water Flow Test:
A Date of Test
T Time of Test
E Static (Psi)
R Residual (Psi)
Pump Data:
Rated Cap.
.@ Psi
60 Elev.
55 Other
Flow (Gpm) - 300
S Elevation - 100
P
P
L
Y
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
Location:
Source of Information:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
0
(NI
N 00
Water Supply Curve C
Fittings Used Summary
• M N
r(Drr000
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CO O
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Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP Page 4
31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015
Node at Static Residual
Source Pressure Pressure
SUPPLY ANALYSIS
Flow
Available
Pressure Total Demand Required Pressure
STR 60.0 55 300.0 59.972 18.05 52.199
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.4 124.0
H.6 124.0
T.26 124.0
H.10 124.0
T.30 124.0
T.36 116.0
T.40 108.0
S.1 104.0
CPL 100.0
MTR 100.0
STR 100.0
T.23 124.0
T.25 116.0
T.24 116.0
H.20 108.0
T.39 108.0
T.38 108.0
T.43 108.0
T.42 108.0
T.41 108.0
H.3 124.0
H.5 124.0
H.12 124.0
H.11 124.0
T.32 124.0
T.34 124.0
T.35 116.0
T.33 116.0
T.31 116.0
T.46 108.0
H.22 108.0
T.45 108.0
T.44 108.0
H.14 124.0
H.13 124.0
T.29 124.0
T.28 116.0
T.27 116.0
H.7 116.0
T.37 116.0
H.8 116.0
H.9 116.0
3
3
9.0
9.66
9.74
10.02
10.45
14.18
18.34
21.43
34.84
35.97
52.2
9.14
13.97
14.04
17.8
17.84
18.12
18.17
18.22
18.22
9.1
9.3
9.83
10.13
10.2
10.27
14.05
14.06
14.08
18.05
18.08
18.13
18.15
10.32
10.36
10.39
14.0
14.04
14.06
14.08
14.03
14.07
9.0
9.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
• A-Pex Design Services, Inc. -EP Page 5
31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.2
H.1
H.17
H.16
H.15
H.21
H.19
H.18
116.0
116.0
116.0
116.0
116.0
108.0
108.0
108.0
14.04
14.04
14.06
14.06
14.07
18.08
18.12
18.18
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -
A-Pex Design Services,
31 TOWNHOMES UNIT
Hazen -Williams - 2007
Inc. -EP
B - Two Head Calculation (H.4 & H.3)
Page 6
Date 8/5/2015
Hyd. Qa
Ref.
Point Qt
Dia.
„C„
Pf/Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pt
Pt
Pv
Pn
Notes ******
H.4 6.16 0.862
to 150.0
H.6 6.16 0.0254
1Uel 11.0
0.0
0.0
14.000
12.000
26.000
9.000
0.0
0.660
K Factor = 3.00
Vel = 3.39
H.6 0.0 0.862
to 150.0
T.26 6.16 0.0253
1 Utr 2.0
0.0
0.0
1.000
2.000
3.000
9.660
0.0
0.076
Vel = 3.39
T.26 0.0 0.862
to 150.0
H.10 6.16 0.0254
1 Utr 2.0
0.0
0.0
9.000
2.000
11.000
9.736
0.0
0.279
Vel = 3.39
H.10 0.0 0.862
to 150.0
T.30 6.16 0.0254
1 Utb 17.0
0.0
0.0
3.000
14.000
17.000
10.015
0.0
0.431
Vel = 3.39
T.30 1.92 1.054
to 150.0
T.36 8.08 0.0157
1 Utr 4.0
0.0
0.0
13.000
4.000
17.000
10.446
3.465
0.267
Vel = 2.97
T.36 2.11 1.054
to 150.0
T.40 10.19 0.0242
1 Utr 4.0
0.0
0.0
25.000
4.000
29.000
14.178
3.465
0.701
Vel = 3.75
T.40 7.86 1.054
to 150.0
S.1 18.05 0.0696
1T
1 Utb
2.44
9.0
0.0
8.000
11.440
19.440
18.344
1.732
1.353
Vel = 6.64
S.1 0.0 1.054
to 150.0
CPL 18.05 0.0696
1E
1T
1G
1.22
2.44
0.407
20.000
4.067
24.067
21.429
11.732
1.675
* * Fixed Loss = 10
Vel = 6.64
CPL 0.0 1.38
to 150.0
MTR 18.05 0.0187
2E 9.066
1C 1.511
0.0
50.000
10.577
60.577
34.836
0.0
1.135
Vel = 3.87
MTR 0.0 1.025
to 150.0
STR 18.05 0.0797
2E 5.4
0.0
0.0
10.000
5.400
15.400
35.971
15.000
1.228
* * Fixed Loss = 15
Vel = 7.02
0.0
18.05
52.199
K Factor = 2.50
H.4 2.84 0.862
to 150.0
T.23 2.84 0.0060
1 UeI
1 Utr
11.0
2.0
0.0
9.000
14.000
23.000
9.000
0.0
0.139
Vel = 1.56
T.23 3.87 0.862
to 150.0
T.25 6.71 0.0297
2Utb 34.0
0.0
0.0
18.000
28.000
46.000
9.139
3.465
1.367
Vel = 3.69
T.25 -2.77 0.862
to 150.0
T.24 3.94 0.0110
1 Utr 2.0
0.0
0.0
4.000
2.000
6.000
13.971
0.0
0.066
Vel = 2.17
T.24 -0.20 0.862
to 150.0
H.20 3.74 0.0101
1 Utr
1 Utb
2.0
17.0
0.0
14.000
16.000
30.000
14.037
3.465
0.302
Vel = 2.06
H.20 0.0 0.862
to 150.0
T.39 3.74 0.0103
0.0
0.0
0.0
3.000
0.0
3.000
17.804
0.0
0.031
Vel = 2.06
T.39 0.0 0.862
to 150.0
T.38 3.74 0.0101
1 Utb
1 Uel
17.0
11.0
0.0
2.000
26.000
28.000
17.835
0.0
0.282
Vel = 2.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -
• A-Pex Design Services,
31 TOWNHOMES UNIT
Hazen -Williams
Inc. -EP
B - Two Head Calculation (H.4 & H.3)
Page 7
Date 8/5/2015
Hyd. Qa
Ref.
Point Qt
Dia.
IIC,,
Pf/Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Pt
Pv
Pn
Notes ******
T.38 -1.66 0.862
to 150.0
T.43 2.08 0.0034
1 Utb 17.0
0.0
0.0
2.000
14.000
16.000
18.117
0.0
0.055
Vel = 1.14
T.43 1.94 1.054
to 150.0
T.42 4.02 0.0043
1 Utr 4.0
0.0
0.0
6.000
4.000
10.000
18.172
0.0
0.043
Vel = 1.48
T.42 2.18 1.054
to 150.0
T.41 6.2 0.0090
0.0
0.0
0.0
1.000
0.0
1.000
18.215
0.0
0.009
Vel = 2.28
T.41 1.66 1.054
to 150.0
T.40 7.86 0.0150
1 Utr 4.0
0.0
0.0
4.000
4.000
8.000
18.224
0.0
0.120
Vel = 2.89
0.0
7.86
18.344
K Factor = 1.84
T.23 -3.87 0.862
to 150.0
H.3 -3.87 -0.0107
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
9.139
0.0
-0.043
VeI = 2.13
H.3 9.05 0.862
to 150.0
H.5 5.18 0.0184
1 Utr 2.0
0.0
0.0
9.000
2.000
11.000
9.096
0.0
0.202
K Factor = 3.00
Vel = 2.85
H.5 0.0 0.862
to 150.0
H.12 5.18 0.0184
1Uel 11.0
0.0
0.0
17.000
12.000
29.000
9.298
0.0
0.534
Vel = 2.85
H.12 0.0 0.862
to 150.0
H.11 5.18 0.0184
1Uel 11.0
0.0
0.0
4.000
12.000
16.000
9.832
0.0
0.294
Vel = 2.85
H.11 0.0 0.862
to 150.0
T.32 5.18 0.0182
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
10.126
0.0
0.073
Vel = 2.85
T.32 0.0 0.862
to 150.0
T.34 5.18 0.0185
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
10.199
0.0
0.074
Vel = 2.85
T.34 -1.92 0.862
to 150.0
T.35 3.26 0.0078
2Utb 34.0
0.0
0.0
12.000
28.000
40.000
10.273
3.465
0.312
Vel = 1.79
T.35 -0.82 0.862
to 150.0
T.33 2.44 0.0043
1 Utr 2.0
0.0
0.0
1.000
2.000
3.000
14.050
0.0
0.013
Vel = 1.34
T.33 0.0 0.862
to 150.0
T.31 2.44 0.0048
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
14.063
0.0
0.019
Vel = 1.34
T.31 1.68 0.862
to 150.0
T.46 4.12 0.0120
2Utb 34.0
0.0
0.0
14.000
28.000
42.000
14.082
3.465
0.505
Vel = 2.27
T.46 -1.94 0.862
to 150.0
H.22 2.18 0.0038
1 Utr 2.0
0.0
0.0
6.000
2.000
8.000
18.052
0.0
0.030
Vel = 1.20
H.22 0.0 0.862
to 150.0
T.45 2.18 0.0036
1Uel 11.0
0.0
0.0
2.000
12.000
14.000
18.082
0.0
0.051
Vel = 1.20
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 8
31 TOWNHOMES UNITS' - Two Head Calculation (H.4 & H.3) Date 8/5/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes
T.45 0.0 0.862 0.0 4.000 18.133
to 150.0 0.0 0.0 0.0
T.44 2.18 0.0038 0.0 4.000 0.015 Vel = 1.20
T.44 0.0 0.862 1 Utb 17.0 2.000 18.148
to 150.0 1 Utr 2.0 16.000 0.0
T.42 2.18 0.0037 0.0 18.000 0.067 Vel = 1.20
0.0
2.18 18.215 K Factor = 0.51
T.34 1.92 0.862 1Uel 11.0 5.000 10.273
to 150.0 0.0 12.000 0.0
H.14 1.92 0.0029 0.0 17.000 0.050 Vel = 1.06
H.14 0.0 0.862 0.0 12.000 10.323
to 150.0 0.0 0.0 0.0
H.13 1.92 0.0029 0.0 12.000 0.035 Vel = 1.06
H.13 0.0 0.862 1 Utr 2.0 8.000 10.358
to 150.0 0.0 2.000 0.0
T.29 1.92 0.0029 0.0 10.000 0.029 Vel = 1.06
T.29 0.0 0.862 1 Utr 2.0 4.000 10.387
to 150.0 1 Utb 17.0 16.000 0.0
T.30 1.92 0.0030 0.0 20.000 0.059 Vel = 1.06
0.0
1.92 10.446 K Factor = 0.59
T.25 2.77 0.862 1 Utr 2.0 3.000 13.971
to 150.0 0.0 2.000 0.0
T.28 2.77 0.0058 0.0 5.000 0.029 Vel = 1.52
T.28
to
T.27
-1.67
1.1
0.862
150.0
0.0011
2Utb 34.0
0.0
0.0
10.000
28.000
38.000
14.000
0.0
0.040
Vel = 0.60
T.27
to
H.7
0.20
1.3
0.862
150.0
0.0014
1Uel 11.0
0.0
0.0
5.000
12.000
17.000
14.040
0.0
0.024
Vel = 0.71
H.7
to
T.37
0.0
1.3
0.862
150.0
0.0014
1 Utr 2.0
0.0
0.0
7.000
2.000
9.000
14.064
0.0
0.013
Vel = 0.71
T.37
to
T.36
T.28
to
H.8
H.8
to
H.9
H.9
to
T.31
0.81
2.11
0.0
2.11
1.67
1.67
0.862
150.0
0.0035
2Utb 34.0
0.0
0.0
1.000
28.000
29.000
14.077
0.0
0.101
Vel = 1.16
14.178 K Factor = 0.56
0.862
150.0
0.0023
1Uel 11.0
0.0
0.0
3.000
12.000
15.000
14.000
0.0
0.034
Vel = 0.92
0.0
1.67
0.862
150.0
0.0022
1Uel 11.0
0.0
0.0
4.000
12.000
16.000
14.034
0.0
0.036
Vel = 0.92
0.0
1.67
0.862
150.0
0.0024
1 Utr 2.0
0.0
0.0
3.000
2.000
5.000
14.070
0.0
0.012
Vel = 0.92
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SUPPLY,
STATIC P51: 60
PFSIPUAL P51: 55
FLOW GPM: 500
20' OF I-1/ 4" AQUAPPX FPOM TNF CPL TO Si
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Sprinkler head demand: 9 gpm @ 9
PELIAr3LE Model PFC49PFC49 Concealed Pendent; Sprinkler -
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1-10f WAT r I-EA1EP
6"
3"
FEU?V1:PIFY FINISI-En
FU1NACE
6"
"
CF ILING W f?IA-
TO f2ET1;f?Mm MOUNTING
IEIGHf PIMF;NSIOIJ I
OW -250W LIGHT MIXTU
6"
3"
t
t
5P INIUI? ffOUltt2 SPI.INKLEI IQUIPEP SPEINKLEEI NOT ITQUI 2
250W 499W 1.1614FIXTU
12"
6"
H18
F. C49-16
fit/
! ,19-Ii
,rC46
;1'
:t
I 5f
LOO
0
5.1
VA,V,
NO: I -I /'-11 AQJA.X mom
5.11'0 MAIN 51T I \ KI, F F LOOP
1%100 I/ 411-I l,011
SCO\9
ftOO
0
loc) 1/
G11 -1l,011
COLOP/ I-INF1 WF LFGFNt
PFUF LINPS— FFPP TO FIXTLP.FS ( BATH, 51-OWPP, PTC.)
6LACK LINPS- SPPINKLPP HFAP TO SPPINKLPP NFAP,
— I/ 2" PIPP SIZP
z
Is;
— 1" PIPP SIZP
1 1/ 4" PIPE SIZE
NO';5;
IF A FINIS MING IN5tA-I,2, NO MOH?
11 -AN AN 8 PSI prsa,m PLOP At 26
GPM 15 1?�QUII2.2, A I l l APOLLO
OF 36HI.F 5Ft?I. 5 PIN 15 I?;COMMF \132.
VK -184-200 SPY Uppl6H1" MUSH' 3F
IIk51A,LF2 IN AfrIC IF FUPkACE 15
LOCn 01? 1?;I,OCA' 2 IN AT11C,
CA.CUI,A110\5 HAVE At2I QUA1"; 5Aft1"Y
110 5UPPOp1" A132I110\A, ¶I1'11NG,
Without Comments
As Note:_ 'ed
Per Tri Atttached Letter
These plans have been reviewed by The Tukwila Fire
Preveition Bureau for contormar,ce with current City
stancards. Acceptance is suDjec to errors and
missions which bo not author2.e q«olatrons of adopted
`tandards anc► Cie ainances The responsibility for the
cidequacy of des,cr, with the designer.
Additions: eierfo=; ; : ;;sic 3s to mese ,;irawings after
This iatE ;^Jtll vac +til ::i:rirance and 4111 require a
esubml ri, o r; vises :'-•,rings for subsequent approval,
+,Proal acceptance fS SU�:Ject to Rola test and inspection by
ne Tukwila Fire Prevention Bureau.
i �
SI 1
jW1d� ref,u- int,
der I i 0-64- sbL l&JP I-ev1-t.,2 L
/ 3 �
LOO
0
°/ I/ 411-1 i-011
1
Ilk,
PPOJFCT #:
DESIGN
MIFF SPMINKLr
10751 47th PI W
Mukilteo, WA 98275
PH: 425-495-9680
FAX: 425-495-97I7
SA -FS FFP:
15112FN11AL FM PPOTFC11ON SYSTEM
TUPF 11'PF: I/ 2" TO I -I / 2" AQUAPFX
SPPINKLPP INFOPMA11ON
# OF HEAPS T1-115 SHEET - 21
# OF HEAPS THIS J013 - 21
STATIC PPF55UPF 15- 60
} UK'WILA FIRE- DEPARTMENr
iea:,..�', call 206-575-4407 and
Om thisire Permit No.
J 7- 1 S a -r
g
tinct +�'.'r �r,.LL. addre„ s hut -
down or rntor I tri.
n.
1/ 4” — 1'-0"
PFSIGNFP I3Y:
NOAH FAKMAN
� t
\\\
Ci
CHFCKEP E Y:
O
A,
I
2
3
4
PPFLIM. & CONST, 8-5-2015
„NO.
PFVISON/ I55UF
PATE
00
1
PPOJFCT #:
150805-02
COMPANY:
CONTACT:
MIKE OVPI?C3PCK
CONTACT PHONE #:
206-787-0259
SCALE:
1/ 4” — 1'-0"
PFSIGNFP I3Y:
NOAH FAKMAN
CHFCKEP E Y:
A,
00
1