HomeMy WebLinkAboutPP - 14403 34TH LN S - OVERBECK - PERMITS AND PLANS14403 34TH LN S
ASSOCIATED PERMITS
15-5-199 D15-0130
44610144
.117
SITE LOCATION
CITY OF TUKWILA
FIRE MARSHAL'S OFFICE
206-575-4407
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
**PLEASE PRINT**
�King Co. Assessor's Tax No.:
Site Address: JL/%U5" 3 3Y- /we Suite Number: Floor:
Tenant Name: ' New Tenant? ❑ - Yes ❑ - No
Property Owner's Name: A i0
Mailing Address: //670 72 `1'( /4 "1/4,3
City State Zip
CONTACT PERSON -if there are questions about the submittal.
/
Name: X( ��� 6' i T Day Telephone: 20&• 7ff7c 2C
Company Name: J/7 4A-446-1;•1 &—
Mailing Address: ?�7��
l City State Zip
E-mail Address: ggf ® V /Vf4I(A' hi f j i� (I✓� Fax Number: at
Contractor's City of Tukwila Business License number:
Total number of new/relocated devices or sprinkler heads:
/-� ova
Valuation of Project (contractor's bid price): $ �7 o(/ /�
Scope of Work (please provide detailed information): 2 2 10-viv�-�et- C �S�o%✓ 7 �� / -4. n w,.e S
Oforlo1- /e,)( c>1A 644-er
2�
PERMIT APPLICATION NOTES
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules.
Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit
is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or
abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in
writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing
and justifiable cause demonstrated.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE
UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY
FOR THIS PERMIT.
BUILDING OWNER ORMJTHORIZED AGENT:
Signature:
Print Name:
Plan Permit App.doc
Day Telephone:
Date:+v/ g
8/22/14 TFD FP Form 8
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
fick
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: i
CDkjoar lo e -c.4<--
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Type
t/k)
nspe ion:
h'I
Address:
Suite #: /qtyo3
�.
Contact Person:
r
Special Instructions:
3
4,i,
S
Phone No.:
\ ,Approved per applicable codes.
C MENTS:
Corrections required prior to approval.
c-otze(44,-)-7 s —Ave"
79'441 Atcre,
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
�� 3
Date:
67/6//6
Hrs.:
1
$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
I
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
/19
Drs-- v110
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: 6043.04____
Sprinklers:
Type f Inspection:
ID
Address:z,
Suite #: / 1/03 -`�
�/ `j
Contact Person:
Special Instructions:
Occupancy Type:
d/- 74v Cove -0,--
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
d/- 74v Cove -0,--
. Off&
r
>
4d1
S,e/zera,.."
Ev% d t/s
-�-
Sz"-a14/- .-77:gel
------
- ,Z--
/it 1.-
S &/,,,L---p-
,1,--
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
,a,/ ,
Date:
/27;‘,//3---
Hrs.:
Z, 0
$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, 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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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
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure 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
1-1.4 124.0
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 UeI 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 UeI 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 Page 7
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 ******
0.0
13.00
47.182 K Factor = 1.89
H.12 7.32 0.862 1 UeI 11.0 4.000 7.040
to 150.0 0.0 12.000 0.0
H.11 7.32 0.0349 0.0 16.000 0.558
Vel = 4.02
H.11 0.0 0.862 1 Utr 2.0 2.000 7.598
to 150.0 0.0 2.000 0.0
T.32 7.32 0.0350 0.0 4.000 0.140
Vel = 4.02
T.32 0.0 0.862 1 Utr 2.0 2.000 7.738
to 150.0 0.0 2.000 0.0
T.34 7.32 0.0348 0.0 4.000 0.139
Vel = 4.02
T.34 -3.26 0.862 2Utb 34.0 12.000 7.877
to 150.0 0.0 28.000 3.465
T.35 4.06 0.0117 0.0 40.000 0.469
Vel = 2.23
T.35 -2.80 0.862 1 UeI 11.0 7.000 11.811
to 150.0 0.0 12.000 0.0
H.17 1.26 0.0013 0.0 19.000 0.025
Vel = 0.69
H.17 0.0 0.862 0.0 4.000 11.836
to 150.0 0.0 0.0 0.0
H.16 1.26 0.0012 0.0 4.000 0.005
Vel = 0.69
H.16 0.0 0.862 1 Utr 2.0 10.000 11.841
to 150.0 0.0 2.000 0.0
H.15 1.26 0.0014 0.0 12.000 0.017
Vel = 0.69
H.15 0.0 0.862 1 Utr 2.0 8.000 11.858
to 150.0 0.0 2.000 0.0
T.37 1.26 0.0013 0.0 10.000 0.013
Vel = 0.69
T.37 0.43 0.862 2Utb 34.0 1.000 11.871
to 150.0 0.0 28.000 0.0
T.36 1.69 0.0023 0.0 29.000 0.067
Vel = 0.93
T.36 5.59 1.054 1 Utr 4.0 25.000 11.938
to 150.0 0.0 4.000 3.465
T.40 7.28 0.0130 0.0 29.000 0.377
Vel = 2.68
0.0
7.28
15.780 K Factor = 1.83
T.34 3.26 0.862 1 UeI 11.0 5.000 7.877
to 150.0 0.0 12.000 0.0
H.14 3.26 0.0078 0.0 17.000 0.133
Vel = 1.79
H.14 0.0 0.862 0.0 12.000 8.010
to 150.0 0.0 0.0 0.0
H.13 3.26 0.0078 0.0 12.000 0.094
Vel = 1.79
H.13 0.0 0.862 1 Utr 2.0 8.000 8.104
to 150.0 0.0 2.000 0.0
T.29 3.26 0.0078 0.0 10.000 0.078
Vel = 1.79
T.29 0.0 0.862 1 Utr 2.0 4.000 8.182
to 150.0 1 Utb 17.0 16.000 0.0
T.30 3.26 0.0078 0.0 20.000 0.156
Vel = 1.79
T.30 2.33 1.054 1 Utr 4.0 13.000 8.338
to 150.0 0.0 4.000 3.465
T.36 5.59 0.0079 0.0 17.000 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 Page 8
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 ******
0.0
5.59
11.938 K Factor = 1.62
T.23 2.33 0.862 1 Uel 11.0 9.000 8.001
to 150.0 1 Utr 2.0 14.000 0.0
H.4 2.33 0.0042 0.0 23.000 0.097
Vel = 1.28
H.4 0.0 0.862 1 UeI 11.0 14.000 8.098
to 150.0 0.0 12.000 0.0
H.6 2.33 0.0042 0.0 26.000 0.110
Vel = 1.28
H.6 0.0 0.862 1 Utr 2.0 1.000 8.208
to 150.0 0.0 2.000 0.0
T.26 2.33 0.0040 0.0 3.000 0.012
Vel = 1.28
T.26 0.0 0.862 1 Utr 2.0 9.000 8.220
to 150.0 0.0 2.000 0.0
H.10 2.33 0.0043 0.0 11.000 0.047
Vel = 1.28
H.10 0.0 0.862 1 Utb 17.0 3.000 8.267
to 150.0 0.0 14.000 0.0
T.30 2.33 0.0042 0.0 17.000 0.071
Vel = 1.28
0.0
2.33
8.338 K Factor = 0.81
T.35 2.80 0.862 1 Utr 2.0 1.000 11.811
to 150.0 0.0 2.000 0.0
T.33 2.8 0.0057 0.0 3.000 0.017
Vel = 1.54
T.33 0.0 0.862 1 Utr 2.0 2.000 11.828
to 150.0 0.0 2.000 0.0
T.31 2.8 0.0060 0.0 4.000 0.024
Vel = 1.54
T.31 0.29 0.862 2Utb 34.0 14.000 11.852
to 150.0 0.0 28.000 3.465
T.46 3.09 0.0070 0.0 42.000 0.296
Vel = 1.70
T.46 -1.47 0.862 1 Utr 2.0 6.000 15.613
to 150.0 0.0 2.000 0.0
H.22 1.62 0.0021 0.0 8.000 0.017
Vel = 0.89
H.22 0.0 0.862 1 UeI 11.0 2.000 15.630
to 150.0 0.0 12.000 0.0
T.45 1.62 0.0021 0.0 14.000 0.030
Vel = 0.89
T.45 0.0 0.862 0.0 4.000 15.660
to 150.0 0.0 0.0 0.0
T.44 1.62 0.0022 0.0 4.000 0.009
Vel = 0.89
T.44 0.0 0.862 1 Utb 17.0 2.000 15.669
to 150.0 1 Utr 2.0 16.000 0.0
T.42 1.62 0.0022 0.0 18.000 0.039
Vel = 0.89
0.0
1.62
15.708 K Factor = 0.41
T.25 0.99 0.862 1 Utr 2.0 3.000 11.844
to 150.0 0.0 2.000 0.0
T.28 0.99 0.0010 0.0 5.000 0.005
Vel = 0.54
T.28 -0.29 0.862 2Utb 34.0 10.000 11.849
to 150.0 0.0 28.000 0.0
T.27 0.7 0.0004 0.0 38.000 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 -0.27 0.862 1 Uel 11.0 5.000 11.866
to 150.0 0.0 12.000 0.0
H.7 0.43 0.0002 0.0 17.000 0.003 Vel = 0.24
H.7 0.0 0.862 1 Utr 2.0 7.000 11.869
to 150.0 0.0 2.000 0.0
T.37 0.43 0.0002 0.0 9.000 0.002 Vel = 0.24
0.0
0.43 11.871 K Factor = 0.12
T.28 0.28 0.862 1 UeI 11.0 3.000 11.849
to 150.0 0.0 12.000 0.0
H.8 0.28 0.0001 0.0 15.000 0.001 Vel = 0.15
H.8 0.0 0.862 1 UeI 11.0 4.000 11.850
to 150.0 0.0 12.000 0.0
H.9 0.28 0.0001 0.0 16.000 0.001 Vel = 0.15
H.9 0.0 0.862 1 Utr 2.0 3.000 11.851
to 150.0 0.0 2.000 0.0
T.31 0.28 0.0002 0.0 5.000 0.001 Vel = 0.15
0.0
0.28 11.852 K Factor = 0.08
T.27 0.27 0.862 1 Utr 2.0 12.000 11.866
to 150.0 0.0 2.000 0.0
H.1 0.27 0.0001 0.0 14.000 0.001 Vel = 0.15
H.1 0.0 0.862 2Uel 22.0 10.000 11.867
to 150.0 0.0 24.000 0.0
H.2 0.27 0.0001 0.0 34.000 0.003 Vel = 0.15
H.2 0.0 0.862 1Utr 2.0 4.000 11.870
to 150.0 0.0 2.000 0.0
T.24 0.27 0.0 0.0 6.000 0.0 Vel = 0.15
0.0
0.27 11.870 K Factor = 0.08
T.46 1.46 0.862 1 Utr 2.0 6.000 15.613
to 150.0 0.0 2.000 0.0
H.21 1.46 0.0018 0.0 8.000 0.014 Vel = 0.80
H.21 0.0 0.862 1 UeI 11.0 6.000 15.627
to 150.0 1 Utb 17.0 26.000 0.0
T.43 1.46 0.0018 0.0 32.000 0.057 Vel = 0.80
0.0
1.46 15.684 K Factor = 0.37
T.38 1.18 0.862 1 Utr 2.0 1.000 15.656
to 150.0 0.0 2.000 0.0
H.19 1.18 0.0013 0.0 3.000 0.004 Vel = 0.65
H.19 0.0 0.862 1 UeI 11.0 9.000 15.660
to 150.0 1 Utr 2.0 14.000 0.0
H.18 1.18 0.0012 0.0 23.000 0.027 Vel = 0.65
H.18 0.0 0.862 1 Utb 17.0 8.000 15.687
to 150.0 0.0 14.000 0.0
T.41 1.18 0.0012 0.0 22.000 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
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 EAKMAN
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 ( )NFPA 13R
Number of Sprinklers Flowing: ( )1 (X)2 ( )4
( )Other
( )Specific Ruling
(X)NFPA 13D
Made by Date
M Listed Flow at Start Point
Listed Pres. at Start Point - 9
D MAXIMUM LISTED SPACING
E Domestic Flow Added
S Additional Flow Added
12
I Elevation at Highest Outlet -
G Note:
N
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) -
Flow (Gpm) - 300
S Elevation - 100
Pump Data:
Rated Cap.
@ Psi
60 Elev.
55 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
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Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP
31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3)
Page 4
Date 8/5/2015
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow 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 - Hazen -Williams - 2007
A-Pex Design Services, Inc. -EP Page 6
31 TOWNHOMES UNIT B - 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
H.4 6.16 0.862 1 UeI 11.0 14.000 9.000 K Factor = 3.00
to 150.0 0.0 12.000 0.0
H.6 6.16 0.0254 0.0 26.000 0.660 Vel = 3.39
H.6 0.0 0.862 1 Utr 2.0 1.000 9.660
to 150.0 0.0 2.000 0.0
T.26 6.16 0.0253 0.0 3.000 0.076 Vel = 3.39
T.26 0.0 0.862 1 Utr 2.0 9.000 9.736
to 150.0 0.0 2.000 0.0
H.10 6.16 0.0254 0.0 11.000 0.279 Vel = 3.39
H.10 0.0 0.862 1 Utb 17.0 3.000 10.015
to 150.0 0.0 14.000 0.0
T.30 6.16 0.0254 0.0 17.000 0.431 Vel = 3.39
T.30 1.92 1.054 1 Utr 4.0 13.000 10.446
to 150.0 0.0 4.000 3.465
T.36 8.08 0.0157 0.0 17.000 0.267 Vel = 2.97
T.36 2.11 1.054 1 Utr 4.0 25.000 14.178
to 150.0 0.0 4.000 3.465
T.40 10.19 0.0242 0.0 29.000 0.701 Vel = 3.75
T.40 7.86 1.054 1T 2.44 8.000 18.344
to 150.0 1 Utb 9.0 11.440 1.732
S.1 18.05 0.0696 0.0 19.440 1.353 Vel = 6.64
S.1 0.0 1.054 1E 1.22 20.000 21.429
to 150.0 1T 2.44 4.067 11.732 * * Fixed Loss = 10
CPL 18.05 0.0696 1G 0.407 24.067 1.675 Vel = 6.64
CPL 0.0 1.38 2E 9.066 50.000 34.836
to 150.0 1C 1.511 10.577 0.0
MTR 18.05 0.0187 0.0 60.577 1.135 Vel = 3.87
MTR 0.0 1.025 2E 5.4 10.000 35.971
to 150.0 0.0 5.400 15.000 * * Fixed Loss = 15
STR 18.05 0.0797 0.0 15.400 1.228 Vel = 7.02
0.0
18.05 52.199 K Factor = 2.50
H.4 2.84 0.862 1 UeI 11.0 9.000 9.000
to 150.0 1 Utr 2.0 14.000 0.0
T.23 2.84 0.0060 0.0 23.000 0.139 Vel = 1.56
T.23 3.87 0.862 2Utb 34.0 18.000 9.139
to 150.0 0.0 28.000 3.465
T.25 6.71 0.0297 0.0 46.000 1.367 Vel = 3.69
T.25 -2.77 0.862 1 Utr 2.0 4.000 13.971
to 150.0 0.0 2.000 0.0
T.24 3.94 0.0110 0.0 6.000 0.066 Vel = 2.17
T.24 -0.20 0.862 1 Utr 2.0 14.000 14.037
to 150.0 1 Utb 17.0 16.000 3.465
H.20 3.74 0.0101 0.0 30.000 0.302 Vel = 2.06
H.20 0.0 0.862 0.0 3.000 17.804
to 150.0 0.0 0.0 0.0
T.39 3.74 0.0103 0.0 3.000 0.031 Vel = 2.06
T.39 0.0 0.862 1 Utb 17.0 2.000 17.835
to 150.0 1 UeI 11.0 26.000 0.0
T.38 3.74 0.0101 0.0 28.000 0.282 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
Page 7
31 TOWNHOMES UNIT B - 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.38
to
T.43
T.43
to
T.42
T.42
to
T.41
T.41
to
T.40
-1.66
2.08
0.862
150.0
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
1.94
4.02
1.054
150.0
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
2.18
6.2
1.054
150.0
0.0090
0.0
0.0
0.0
1.000
0.0
1.000
18.215
0.0
0.009
Vel = 2.28
T.23
to
H.3
1.66
7.86
0.0
7.86
-3.87
-3.87
1.054
150.0
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
18.344 K Factor = 1.84
0.862
150.0
-0.0107
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
9.139
0.0
-0.043
Vel = 2.13
H.3
to
H.5
9.05
5.18
0.862
150.0
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
to
H.12
0.0
5.18
0.862
150.0
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
to
H.11
0.0
5.18
0.862
150.0
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
to
T.32
0.0
5.18
0.862
150.0
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
to
T.34
0.0
5.18
0.862
150.0
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
to
T.35
-1.92
3.26
0.862
150.0
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
to
T.33
-0.82
2.44
0.862
150.0
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
to
T.31
0.0
2.44
0.862
150.0
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
to
T.46
1.68
4.12
0.862
150.0
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
to
H.22
-1.94
2.18
0.862
150.0
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
to
T.45
0.0
2.18
0.862
150.0
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 UNIT B' - 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 1 UeI 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 -1.67 0.862 2Utb 34.0 10.000 14.000
to 150.0 0.0 28.000 0.0
T.27 1.1 0.0011 0.0 38.000 0.040 Vel = 0.60
T.27 0.20 0.862 1 UeI 11.0 5.000 14.040
to 150.0 0.0 12.000 0.0
H.7 1.3 0.0014 0.0 17.000 0.024 Vel = 0.71
H.7 0.0 0.862 1 Utr 2.0 7.000 14.064
to 150.0 0.0 2.000 0.0
T.37 1.3 0.0014 0.0 9.000 0.013 Vel = 0.71
T.37 0.81 0.862 2Utb 34.0 1.000 14.077
to 150.0 0.0 28.000 0.0
T.36 2.11 0.0035 0.0 29.000 0.101 Vel = 1.16
0.0
2.11 14.178 K Factor = 0.56
T.28 1.67 0.862 1 Uel 11.0 3.000 14.000
to 150.0 0.0 12.000 0.0
H.8 1.67 0.0023 0.0 15.000 0.034 Vel = 0.92
H.8 0.0 0.862 1 UeI 11.0 4.000 14.034
to 150.0 0.0 12.000 0.0
H.9 1.67 0.0022 0.0 16.000 0.036 Vel = 0.92
H.9 0.0 0.862 1 Utr 2.0 3.000 14.070
to 150.0 0.0 2.000 0.0
T.31 1.67 0.0024 0.0 5.000 0.012 Vel = 0.92
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 - 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 ******
0.0
1.67 14.082 K Factor = 0.45
T.24 0.20 0.862 1 Utr 2.0 4.000 14.037
to 150.0 0.0 2.000 0.0
H.2 0.2 0.0002 0.0 6.000 0.001 Vel = 0.11
H.2 0.0 0.862 2UeI 22.0 10.000 14.038
to 150.0 0.0 24.000 0.0
H.1 0.2 0.0 0.0 34.000 0.001 Vel = 0.11
H.1 0.0 0.862 1 Utr 2.0 12.000 14.039
to 150.0 0.0 2.000 0.0
T.27 0.2 0.0001 0.0 14.000 0.001 Vel = 0.11
0.0
0.20 14.040 K Factor = 0.05
T.35 0.81 0.862 1 Uel 11.0 7.000 14.050
to 150.0 0.0 12.000 0.0
H.17 0.81 0.0006 0.0 19.000 0.011 Vel = 0.45
H.17 0.0 0.862 0.0 4.000 14.061
to 150.0 0.0 0.0 0.0
H.16 0.81 0.0008 0.0 4.000 0.003 Vel = 0.45
H.16 0.0 0.862 1 Utr 2.0 10.000 14.064
to 150.0 0.0 2.000 0.0
H.15 0.81 0.0006 0.0 12.000 0.007 Vel = 0.45
H.15 0.0 0.862 1 Utr 2.0 8.000 14.071
to 150.0 0.0 2.000 0.0
T.37 0.81 0.0006 0.0 10.000 0.006 Vel = 0.45
0.0
0.81 14.077 K Factor = 0.22
T.46 1.94 0.862 1 Utr 2.0 6.000 18.052
to 150.0 0.0 2.000 0.0
H.21 1.94 0.0030 0.0 8.000 0.024 Vel = 1.07
H.21 0.0 0.862 1 UeI 11.0 6.000 18.076
to 150.0 1 Utb 17.0 26.000 0.0
T.43 1.94 0.0030 0.0 32.000 0.096 Vel = 1.07
0.0
1.94 18.172 K Factor = 0.46
T.38 1.66 0.862 1 Utr 2.0 1.000 18.117
to 150.0 0.0 2.000 0.0
H.19 1.66 0.0023 0.0 3.000 0.007 Vel = 0.91
H.19 0.0 0.862 1 UeI 11.0 9.000 18.124
to 150.0 1 Utr 2.0 14.000 0.0
H.18 1.66 0.0022 0.0 23.000 0.051 Vel = 0.91
H.18 0.0 0.862 1 Utb 17.0 8.000 18.175
to 150.0 0.0 14.000 0.0
T.41 1.66 0.0022 0.0 22.000 0.049 Vel = 0.91
0.0
1.66 18.224 K Factor = 0.39
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
'SUPPLY:
STATIC P5I: 60
1 5IPUAL PSI: 55
FLOW GPM: 300
20' OF 1-1/ 4" AQUAPKX MOM 11.1 CPL- TO 5.1
n 50' OF 1-1/ 4" POLY FPOM TNF MPTP —
/ 8" METED
15' OF 1" COPPED MOM THE STMT CPL
WA1";p 5M/la t2 AIS
N,T.5,
1 HAP
2 NKA
MOST I-IYl7PAULICALLY PKMOTK HKAt25
NFA # GPM PP551,I FFQ'12 AT 51aEf
H.12 13 47,18
1-1.4 & H3 18 52.2
1'630-14
TC50-12
I LIAI3LK Model 1FC30IfC30 Concealed Pendent Sprinkler
- 6 K-3, I55F', 3/ 8" Orifice, Maximum Spacing 14'x14'
Sprinkler head demand: 10 qpm @ 1111
PELIA3LK Model PFC301TC30 Concealed Pendent Sprinkler
- - - 2 K-3, I55F`, 3/ 8" Orifice, Maximum Spacing 12'x12'
Sprinkler head demand: 9 qpm C' 9
o ---I4
PFC49-16
PKLIAI3LK Model PFC491FC49 Concealed Pendent Sprinkler
K-4.9, 155r , 3/ 8" Orifice, Maximum Spacing 16' x161
Sprinkler head demand: 13 gpm @ 7.04
THIS 51.166E51W LAYOUT 15 I3ASE12 UPON INFOPMATION PPOVIPEP 13Y 0THEP5.
CHANGES IN C0N511WC110N OP HELP C0N121110N5 MAY OCCUP WHICH MAY
PEQUIPE CHANGES TO 11 -IE LAYOUT. If 15 THE 15P0N511311-ITY OF THE INSTALLED
TO N0TIFY APEX DESIGN 5EPVICE5 OF SUCH CHANGES,
CONCFALFP APA9IFF FITTING MOUNTING PtTAII,
NFPA 1519-1A131, 5 5 3
13190,05;1" 51'J1\1Ukt kEQLIMMNN1-5
�f?OM N�A1" 501.1105NrpA
N.r,S.19151ANC5
8.63
ANP
SPPINKLFPS
PANTPIFS THAT
(I) TIf APPA
(2) THP LEAST
(3) TI -E WALLS
LIMITFf7-00MI3U5116LF
TYPES OF PURSING
�' i"
SHALL NOi
MEDT ALL
OF TIT SPACE
PI/0\1510N170E5
AN17 CEILINGS
MATFPIALS
C0NS-FRICT10N,
Nrs
13E PFQUIPFI7 IN am -us
OF THP FOLLOWING C0Nf7I110N5:
170F5 NOT EXCEF13 24
N0r FXCEF17 3
AM 5UPFACFP WITH
A5 DEFINED IN
9' s°
CLOSETS, LINEN CLOSETS,
5.
FP (2.2 M2) .
FT (0.9 M) ,
N0NC0Mf3U511PLF OP
NFPA 220, 5TAN7AP19 ON
�' o" y
SCALE:
I/ 4" = 1' -0"
----
NOAH EAKMAN
r �
`Q
{SAT SOUPCF
0Pl7INAPY
11N
IN, ,
INTFPMFI7IATF
i
IN.
.
n, x �p �
OF FIMPLACE
36"
12"
MINIMUM Qtf LE NGiN Of PHSIPF
3-i/ 2". MAW cur LENGiN
Of pig i2 .
FPONT OF FIMPLACF
60"
36"
WO017 l3UPNING STOVE
42"
12"
KITCI N PANGF
18"
9"
WALL OVEN
18"
9"
Fr0Mx FII
HOT Air FLUES
18"
9"
UNINSULATEI7 HEAT 17UCT5
18"
9"
C) (
1 1
UNINSULATEI7 HOT WATFP PIPF5
12"
6"
5117E OF H01" AIP DIFFUSED
24 ��
12 �1
I
`.
FPONT OF HOr AIP 171FFU5FP
36"
18"
=
CLO
0 12. .
=
\
CLO
25.8 5Q. Fr
o
CLO
12 SQ. FTFUNACF
FIFLi7 VFPIFY FINI51 X17
HOT WAV IATEP
6"
3"
6
3�
CEILING MAIM
1017FTFPMINF MOUNTING
DIGHT 171MFN5I0N
0W -250W LIGHT FIXTUPF
6"
3"
5PPINKLPP MQUIPFP 5PPINKLPP PFQUIPP 5PPINKLPP NOT PFQUIM17
250W -499W LIGHT FIXTUF.F
12"
6"
Without Comments
As Notes, in Reii
Per The ie Attachted L:3t-ter
T'-.s1.7e plans have been reviewed by The Tukwila Fire
;tion Bureau i.nr conformance with current City
i �trds. .Acti�u�_ i subject to errors and
sions whic=; ... :t i?•,'tnorizee v o,ations of adopted
,- ''- The resp s
ano o<<: ,.;::�. (.-� responsibility for the
I_ :I.uacy or de 4otaily w:tt the dt>,;rgrier.
riOfl � de et 4 isio IS Lo drawings cafe f
1
1 catwi V31d rr1;: *7.CePtano and AM1i require a
r,zsubrnict:a of :-,winces fa subsequent approv.
Final acceptance is s=abject to flela test and inspection it
The Tukwila Firs; Prevention Bureau.
Date: I�)-15 By; I
y- rlstd .i E.
PF649-l6
-1-v6kekt( A 65+4 POW 512136,1 cih( 21Crtor WP
6-e l 1
(fY A„o rt q itY
F(Ow (60146}) fts- rut,„ .
5.5.3 A warning sign, with minimum IA inch letters, shall be affixed
adjacent to the main shutoff valve and shall state the following:
WARNLNG: The water system for this home supplies fire
sprinklers that require certain flows and pressures to fight a
fire. Devices that restrict the flow or decrease the pressure or
automatically shut off the water to the fire sprinkler system,
such as water softeners, filtration systems, and automatic shut-
off valves, shall not be added to this system without a review
of the fire sprinkler system by a fire protection specialist. Do
not remove this sign.
vI,
ti
T� Y
ti#�{
FII
1
TUKVELA FIRE DEPARTMENT MENT ;
F;.;nse 2.-) _575--4,407 and
:eve;' thi,�5 Firt3 Permit r'?it No.
ts- i'
and ,: P id 3 for shut-
down
ut-jown c.+'. approval.
TA
PFC49-I6
1i!
•
CIO' I/4II_li-o"
LOO
0
511
VAL V;
K0';; I-1/ GII AOJA;X flOM
5.1 -10 MAI\ 5PFII\KL�F I�001°
Ya
2
5
6O\t2
LOO
0
X100 � II_ ,, II
I/4 I O
COLOp/ LINE1YPF LFGNI3
13LUE LINES= MP TO FIXT1M5 ( BATH, SNOWEP, ETC.)
BLACK LINES- SPPINKLEP HEA TO SPPINKLEP HEA,
g 1/ 2" PIPE SIZE
1 - I" PK SIZE
1 - 1-1/ 4" PIPE SIZE
NOTh5:
IF A PIN 15 C3FING IN5tA L t2. NO
¶HAN AN 8 1951 191 55Ut nPOP A1" 26
6PM 15 rQUI12, A I" A190,1,0 360,E
0� 36HL-F 5;FE5 MV 15 FCOMMN2N2,
VK -184-200 9 Y UMIGHI' MU51' 3�
IN5-1A-I,E2 IN AMC IF FUINACF 15
LOCA' t? f?FI,OCA' 13 IN Ar11C,
CA.-CUI.A1101\ 5 HAV5Aft Y
1"0 5urrorf A132I11ONAJ, FIt11NG,
1/ 411_1 i3OII
LOO
0
SER
FIM 5MINu1
10731 47th M W
Mukilteo, WA 98275
PH: 425-493-9680
FAX: 425-493-9717
SALES PEP:
PESIPKNTIAL FIFE PP0TEC110N SYSTEM
TIDE TYPE: 1/ 2" TO 1-1/ 2" AQUAPEX
5PPINKLEP INF0PMA11ON
# OF HKA511.115 SHEET -
21
# OF NEAPS THIS J0r3 -
21
5TA11C PPF55UPE 15-
60
4
P1LIM, & CONST,
8-5-2015
NO.
PFVISON/ I55UE
PATE 4,
r
PPOJECT it:
150805-02
COMPANY:
CONTACT:
MIKE OVEPPECK
CONTACT PHONE #:
206-787-0259
SCALE:
I/ 4" = 1' -0"
DESIGNED 6Y:
NOAH EAKMAN
CHECKED 6Y:
'�
0 0
PAID
NOV 16 2015
TUKWILA FIRE
Zp 7�