HomeMy WebLinkAboutPP - 14402 34TH LN S - OSTERLY PARK - PERMITS AND PLANS14402 34TH LN S
ASSOCIATED PERMITS
15-5-162 D14-0213
SITE LOCATION
Site Address:
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.
Tenant Name:
s rn
MIKe Over eF1(L
`tt 5t 8(Fr) 141-k-fN e (5' Ile
L)6a) 5. 1161 -akW/4
Property Owner's Name:
Mailing Address:
**PLEASE PRINT**
King Co. Assessor's Tax No.: Oa 11 o p a 0 / Li
Suite Number: Floor:
New Tenant? ❑ - Yes ,® - No
tot- 99/a
CONTACTPERSON-if there are questions about the submittal.
Name: 1 iK. O ereLtI(
Company Name:
Mailing Address:
q yd zo S /'-/8t s�
E-mail Address: //jI tl° �U/V 1'Wj/" fi9ci 11 e
City
Day Telephone:
State Zip
6,• 717.oz•9
Gv
State Zip
Fax Number:
Contractor's City of Tukwila Business License number:
Total number of new/relocated devices or sprinkler heads: 2 Z—
�� ov
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
5042\1
0,j / -3 5f-br- -4-a to N t10 U 5 e_
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.
22
Tiv S*14
/(ifrQb'' f' -C
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
Signature:
HO' I GEN
Print Name: /W/)1° Ov«'/eG
Plan Permit App.doc
Date: to(/ //r
Day Telephone: ;off • 787'02 51
8/22/14 TFD FP Form 8
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
-5-76.4,
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
O$ I
?Pcp-K
Q- 1 0
Hood & Duct:
Type of Inspection:
S � (r -G ..
, 0,4L
Address: o A
Suite #:
31,04 Li
S
6- i
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
t tie. D le -
Needs
c
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: j ,tea-
Date: 'l/y 1/ -7
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 per,
l)/q--vela
►S-- 5- /6d --
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:'
31 TOwN ko te- L.cN.�
8
Types, oInspe :
`
Address: fit/ o 3 ci, 4 L IOS
Suite #:
Monitor:
Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
V-1.-Approyed per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
6ixedVel-- -4>
QgiliAN-d9
ct G- Pte.
cN-es' - fir-; i. ail
Loc.ev-Wis
Len P€K
oLd-j
AgS-
J-k4 ro -- o K-
i
7-e4A ockh ?St li—
ok—
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: A
Date: / bhelkc
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.ID. 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
Location - TUKWILA WA
Building -
Contractor -
Calculated By - NOAH EAKMAN
Construction: (X) Combustible
OCCUPANCY - RESIDENTIAL
S
Y
S
T
E
Date
System No. -
Contract No.
Drawing No.. -
( ) Non -Combustible Ceiling
- 8-5-2015
- 150805-02
Height
Type of Calculation: ( )NFPA 13 Residential
Number of Sprinklers Flowing: (X)1 ( )2
( )Other
( )Specific Ruling
Made by
( )NFPA 13R
( )4 ( )
(X)NFPA 13D
Date
M Listed Flow at Start Point -
Listed Pres. at Start Point - 7.04
D MAXIMUM LISTED SPACING
E Domestic Flow Added
S Additional Flow Added
I Elevation at Highest Outlet
G Note:
N
16
13 Gpm
Psi
x 16
0 Gpm
Gpm
124 Feet
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Make RELIABLE Model RFC49
Size 3/8 _K -Factor 4.9
Temperature Rating 155
Calculation Gpm Required 13
Summary C -Factor Used:
Psi Required 47.18 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
0
N
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CO
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Fittings Used Summary
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N (0 COC
CA a) N * _ N
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c 3a) cc6 c 5 c 3 0 0 c
to
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O Ors' x x x 0) rL-+ y c> O
0„cm, o o.aa w J cm OQ o
N — to W m E rn
—tn cLL > > c w C ON a
00 a) it, acv E 0 c m0 c" o o c o
Q'rnU' rnQQQ "- m = a)
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a�a E c6 N O N O o a'�
OwOi-DDD OJLL_d ZW O Cc0 N 4
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
Flow
Available
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
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
13.0
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 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 Uel 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 Uel 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 Uel 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 Uel 11.0 2.000
to 150.0 0.0 12.000
T.45 1.62 0.0021 0.0 14.000
15.630
0.0
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
to 150.0 1 Utr 2.0 16.000
T.42 1.62 0.0022 0.0 18.000
15.669
0.0
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
to 150.0 0.0 2.000
T.28 0.99 0.0010 0.0 5.000
11.844
0.0
0.005
Vel = 0.54
T.28 -0.29 0.862 2Utb 34.0 10.000
to 150.0 0.0 28.000
T.27 0.7 0.0004 0.0 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 -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 VeI = 0.24
0.0
0.43 11.871 K Factor = 0.12
T.28 0.28 0.862 1 Uel 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 2UeI 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 1 Utr 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 VeI = 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
31 TOWNHOMES UNIT B - One Head Calculation (H.12)
Page 10
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
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
Listed Pres. at Start Point - 9
D MAXIMUM LISTED SPACING 12
E Domestic Flow Added
S
I
G
N
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) - 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
Q) w
N f0
a
Water Supply Curve C
Fittings Used Summary
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r r N N 0 0 0
rt.ra-000
r( r 1- 0 0 0
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Units Summary
0) y
c o c
•c w D
a) C N
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OJLLd
0
ui
` U 2
O O y
5
7
Eu os O
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to co U '
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a)
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C C 0.0 c4:1O
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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
Available
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 Uel 11.0 14.000 9.000
to 150.0 0.0 12.000 0.0
H.6 6.16 0.0254 0.0 26.000 0.660
K Factor = 3.00
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
VeI = 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
CPL 18.05 0.0696 1G 0.407 24.067 1.675
* * Fixed Loss = 10
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
STR 18.05 0.0797 0.0 15.400 1.228
* * Fixed Loss = 15
VeI = 7.02
0.0
18.05
52.199 K Factor = 2.50
H.4 2.84 0.862 1 Uel 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
VeI = 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
VeI = 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
VeI = 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
31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3)
Page 7
Date 8/5/2015
Hyd. Qa
Ref.
Point Qt
Dia.
.,C.,
Pf/Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Pt
Pv
Pn
Notes
T.38 -1.66
to
T.43 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
T.43 1.94
to
T.42 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
T.42 2.18
to
T.41 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.41 1.66
to
T.40 7.86
1.054
150.0
0.0150
1Utr 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
to
H.3 -3.87
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 9.05
to
H.5 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 0.0
to
H.12 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 0.0
to
H.11 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 0.0
to
T.32 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 0.0
to
T.34 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 -1.92
to
T.35 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 -0.82
to
T.33 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 0.0
to
T.31 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 1.68
to
T.46 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 -1.94
to
H.22 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 0.0
to
T.45 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 UeI 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 2Uel 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:
SfA11C 1951; 60
PF5IPUAL P51: 55
PLOW GPM: 500
20' OF 1-1/ 4" AQUAPEX Prom THF CPL TO 5,1
n 50' OF 1-1/ 4" POLY FPOM 11-F METFP—
,—,u 5/ 8" MMP
15' OF 1" COFFEE MOM 11-F STRFFf
WAS 5MIa n�1'AIL
N.T.S.
CPL
1 HFA7
2 HFA17
MOST HYI2PAULICALLY PEM01f HEAI25
HFA12 # GPM P1551,
RI2
H,4 & 1-13 18
15
P.E IQ'12 AT STPEFf
47.18
52,2
0
I9T0O-I4
0
PPC�O-12
---6
P L-IAI3LF Model I CSOPf C50 Concealed Pendent sprinkler
K-5, 155F°, 5/ 8" Orifice, Maximum Spacing 14' x14'
Sprinkler head demand; 10 gpm @ 1111
PFLIAI3LF Model PP650PEC50 Concealed Pendent Sprinkler
2 K-3 1551'° 5/ 8" Orifice, Maximum Spacing 12'x12'
Sprinkler head demai : 9 gpm @ 9
PFLIAULE Model PFC49PFC49 Concealed Pendent, Sprinkler
° , 5/ 8" Orifice, Maximum Spacing 16' x161
demand: 15 qpm @ 7,04
C7 Without Comments
2 As Noted in Red
Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current City
standards. Acceptance is subject to errors and
omissions which do not authorize violations of adopted
standards and ordinances. The responsibility for the
adequacy of design rests totally with the designer.
Additions, deletions or revisions to these drawings after
this date will void this acceptance and will require a
resubmittal of revised drawings for subsequent approval.
Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention bureau,
Date: /v -t' --1 r By:
btI( .4cM5 FO gccss.
4 N ,fw rtta.
'- Flow (,v&4-) 1-64- vc{ti;,.
TU; W ILA FIRE DEPARTMENT
-NT
. : call 206-575. 107 and
give this Fire Perrnit No.
IS -S-14}
-Jird exact adc.Pess for shut -
own or reaeration approval.
H,IB
PrC49-16
t
THIS 5U6GF5in2 LAYOUT 1513A5F17 UP
CHANGF5 IN CONSfPUC110N OP FIFLt7
PFQUIIT CHANGES TO THF LAYOUT, If
TO NOTIFY APEX I2 51GN SFPVICFS OF
ON INPOPMAI1ON PPOVII2F17 I3Y 011.1F 5.
CONI2I110N5 MAY OCCUP WHICH MAY
15 I SPON51131LITY OF THF INSfALLFP
5UCH CHANGES,
CONCEALWb AI2AoTh FITTING MOUNTING IrtfAll,
NAPA 1512fA131,7,5,5,3
NAPA 112 005;1" 5 iN��t? p�QUII MFN15
n15I"ANCH
5 frOM AI" 5OUI\C5
150805-02
8,6.
ANi7
SC't?INKL�PS
PAW1F51HAf
(1) TIf AMA
(2) ITV L(;A5f
(3) TI -E WALLS
LIMITEL)-COMt3U51113LF
TWF5 OF PULPING
�' i"
Nf5
SHALL NOf ItQUI n IN CLOTI S Closers, LINEN C1-05E15,TFMp
MEFf ALL OF 114 FOLLOWING CON17I110N5:
OF THE SPACE 170E5 Not EXCFEn 24 Ff2 (2.2 M2) ,
121MFN5I0N 12015 Nor EXa n 3 Ff (0.9 M) ,
ANL) CEILINGS AJT SU ACEs WITH NONC0MI3U5TIME O1
MAT VIAL5 A5 12F1INEI2 IN NEPA 220, SfANt2At t2 ON
CONSTRUCTION,
9' 8" J. a o"
P(-3
CONTACT:
MIKE OVFFI3ECK
CONTACT PHONE # ;
I AT SOUI'C�
OR7INARY
IN,
INT1;t?MFPIA11
MP
IN.
1/ 4" - I'-0"
13FSIGNF12 I3Y:
NOAH FAKMAN
CHFCKFI I3Y:
n: x EP FEE
SIPS OF FIMPLACE
36"
12"
�.�
n�ivin�uM cur LENG11-1 pug
MIS 2", LEM CUTLEr15m
OF PH i2 ,
FI'ONf OF f1FFPLACE
60"
36"
WOOn f3UPNING STOVE
42"
12"
KItCI N t?ANGE
18"
9"
WALL OV/N
18"
9"
mom( rm
'dorm �LU�S
18"
9"
TIMER' � U
UNIN5ULATf19I-EAf nUCfS
18"
9"
D
t t 1 t
UNIIJSULAII n N01 WA11 t? t'Ip�S
12"
6"
SIPE a H0f Alt; 17lff'U5Et?
24"
12"
•
F ONE of Hot Alt; L)IFFUSFt;
36"
18"
CLO
12,6 SQ. �f
`0
CLO
25.8 SQ, rT
o
CLO
IZ SQ, rf
HIFLP VE1?IFY MINI51-W
HOT WAIEr 1 EATh1:
6"
3"
FUPNACF
6"
3"
CEILING MATEVIAL
IV PETEFMINF MOUNTING
I-EIGHf nIMEN5ION
OW -250W LIGHT FIXTUI
6"
3"
O
ti
5PPINKLR Maar 519kINKLFt;1 QUI n 5PkINKM NOV rEoUI n
250W -499W UGHf Fin
12"
6"
r
PFC49-I6
0
I/4" 1 I,O"I
LOO
0
I -I / G" AOUAFX PFOM
5J ¶0 MAIN\ 5PE1\KI,FF LOOP
/ 1 \
5
CO\t7
LOO
0
VIo0 I 4"
-0"
COLO/ LINFiYF I,GFN12
I31,LF LINES- FEW TO PIX11JP�ES ( BATH, SHOWED, FTC.)
BLACK LINF5- SPPINKLFP HFA17 TO SPPINKLFP HFAl7,
- 1/ 2" PIPE SIZE
I - 1" PIP SIZE
i ; 1 1 / 4" PIPE SIZE
N015:
IF A PPV 15 MING IN51A-L9, NO MOr
THAN AN 8 P51 PF55[H 13rOP A1' 26
GPM 15 P�QUIPW, A I" APOLLO ,al.F
OP 3611.E 5M5 PPV 15 I?�COMM%22,
VK -184-200 2PY UPPIGH-1 MUST M
IN51A-L-1t2 IN ATTIC IF PUI?NACF 15
I,OCA1".2 OF PFI -OCA -3 IN AMC.
CA-CUI,A1101\5 IHAVg AVIQUAY; SAPt'Y
1"0 5UPPOr1"A02I110NA, M1111NG,
ftOO
1/ 4"--11-0"
0
\
DESIG
SER
FIFF 519MINK1.1?
1075147th PI W
Mukdteo, WA 98275
PH: 425-495-9680
PAX: 425-495-9717
SALES PEP:
PF51I2FNT1AL FIPP PPOTFC110N 5YSTFM
TUC3F TYPE: I/ 2" TO I-1/ 2" AQUAPEX
SPPINKLFP INFOPMA11ON
OF HEADS THIS SHEFf -
21
#
OF HFAt25 THIS J013 -
21
STATIC P
551.1PF 15- 60
1 PPELIM, & CONST.
2
5
4
NZ
8-5-2015
.............
NO.
1ZFVISON/ ISSUE
12ATF
oo
PAID
OCT 12 2015
TUKWILA FIRE
cc pf
PPOJFCf #:
150805-02
COMPANY:
CONTACT:
MIKE OVFFI3ECK
CONTACT PHONE # ;
206-787-0259
SCAL:
1/ 4" - I'-0"
13FSIGNF12 I3Y:
NOAH FAKMAN
CHFCKFI I3Y:
1
oo
PAID
OCT 12 2015
TUKWILA FIRE
cc pf