HomeMy WebLinkAboutPP - 4050 S 146TH ST - UNKNOWN - PERMITS AND PLANS4050 S 146TH ST
ASSOCIATED PERMITS
12-S-265 D12-277
4411t1"444
SITE LOCATION
CITY OF TUKWILA
FIRE DEPARTMENT
444 Andover Park East
Tukwila, WA 98188
206-575-4407
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
**PLEASE PRINT**
Site Address: ..)U SU S I q (.0 PI St
Tenant Name:
Property Owner's Name:
Mailing Address:
King Co. Assessor's Tax No.:
Date application
accepted:
PAID
0- 274334
DE41`2417
TUKWILA FIRE
Suite Number: 1 V' y Floor:
New Tenant? ❑ - Yes ❑ - No
CONTACT PERSON -if there are questions about the submittal.
City State Zip
Name: TO h T N4N1i 1 Day Telephone: 3 / 7 1(3 ) (.1(1 p
Company NamezSJi4 1&& Y1r(,d} nL4KV i 1. 1 C
Mailing Address 7 % Vi. 2041.4/ SA- kj
fr
l n 4Un 7�1 99.,Z.-5 Q 1
E-mail Address: `114rikjr etqi'-V���.(6vFax Number:31,(o!JSjteQ?Ell
(.0
Valuation of Project (contractor's bid price): $ t AiwicE,1
Scope of Work (please provide detailed information): _ ,� ink Fe !IL) $' , r rm
PERMIT APPLICATION NOTES
Value of Construction — In al! 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 OR AUTHORIZED AGENT:
Signature:
Date:
Print Name: Day Telephone:
Plan Permit App.doc 5/14/10
TFD FP Form 8
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
1'L SN��\.M�
Type of Insp iQn:
_c,
Address: ti 051)S)(415.4.-4---
Suite #:
Contact Person:
Special Instructions:
Phone No.:
..Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
S 1/4 "L 0�
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
Date: 64;,// ?
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. CaII to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
6/11/10
1
T.F.D. Form F.P. 113
7-
INSPEC11ON NUMBER
INSPECTION RECORD
Retain a copy with mt
i �-- S — o2�s
Dig—c7?
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
71 _-N Li tfjk-M-t.
Sprinklers:
T e,Qof Inspection:
1 . Iv,ArL-
Address: uose,S
Suite #:
ty G
Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
S P S',JNL - dK
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
5--z...,
Date: Low 2
Hrs.:
i
$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
6/11/10
T.F D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
/1— 5- a&s--
vii
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188
N6-575-4407
Project:
o- 1 Ai u ,e5f Adv.edks
Type of Ins ection:
frd Ektied / edii-et--
Audress:/ ib S-°
Suite #: `7
S 1146
Contact rson:
Special Instructions:
Permits:
Phone No.:
yl -Approved per applicable codes.
nCorrections required prior to approval.
COMMENTS:
OK F`rw‘ SL
C") --r
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: A s" --,X._
Date: 7 hg /, 3
Hrs.:01,
,rr.v„‘,
n $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
6/11/10
T.F.D. Form F.P. 113
A-Pex Design Services, Inc. -EP
10731 47th PI W
Mukilteo, WA 98275
425-493-9680
Job Name : TL INVESTMENT GROUP LOT 4 - Two Head Calculation (H.11 & H.12)
Drawing
Location : 4050 S 146TH STREET TUKWILLA WA 98168
Remote Area :
Contract : 121119-01
Data File : 121119-01 TL Investment Group Lot 4.wx2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-Pex Design Services, Inc. -EP Page 1
TL INVESTMENT GROUP LOT 4 - Two Head Calculation (H.11 & H.12) Date 11/19/2012
HYDRAULIC DESIGN INFORMATION SHEET
Name - TL INVESTMENT GROUP LOT 4 Date - 11-19-12
Location - TUKWILLA WA 98168
Building - System No. -
Contractor - SOUNDVIEW PLUMBING Contract No. - 121119-01
Calculated By - KAREN BABB Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
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 - 13
Listed Pres. at Start Point - 9.14 Psi
D MAXIMUM LISTED SPACING 16 x 16
E Domestic Flow Added - 0
S Additional Flow Added -
I Elevation at Highest Outlet - 116
G Note:
N
Gpm
Gpm
Gpm
Feet
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Make RELIABLE Model RFC43
Size 3/8 K -Factor 4.3
Temperature Rating 155
Calculation Gpm Required 26.0024 Psi Required 61.22
Summary C -Factor Used: Overhead 150
At Ref Pt STR
Underground 150
W Water Flow Test:
A Date of Test
T Time of Test -
E Static (Psi) - 70
R Residual (Psi) - 65
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)
L w
N N
d0
- Two Head Calculation (H.11 & H.12)
O
w �
Li d
O
a) CC
_U 0
Z �
� Z
W
c
rnF
U)
• W
0>
X
• Z
a_1
Q �
Fittings Used Summary
Two Head Calculation (H.11 & H.12)
0
N
O
v
N
0
CO
O
O
M
N
a)
E
c
Z
J •
0)
.0
LL <
r M N
O 0 0 0
�-
0 0 0
)00', -
At 0) 0 0 0
0 A-
V' CO CO 000
10
CO I- 1- 0 0 0
I� 0
N (0 (0 0 0 0
N 0
N O O 0 0 0
CO O
▪ ' CO 0 0 0
" 0
• M CO 0 0 0
N O
N N 0 0 0
0 0
• (V N 0 0 0
O 0 0
O
f�'A-000
N
(0' 000
CO N
i CO '- N
N V
Nr (n '-,-N
N
N A— CO CO N A—
U
C
3 > 3c
a)(1)
21
w F-
-0 ` W N a)
co0w� HH
co C 0 0. a. 0.
O CLL 7 Si 7
O 0b 0' 0' 0'
rn0rnaaa
s
Units Summary
Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP Page 4
TL INVESTMENT GROUP LOT 4 - Two Head Calculation (H.11 & H.12) Date 11/19/2012
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 70.0 65 300.0 69.946 26.0 61.217
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.12 116.0
T.36 116.0
H.17 116.0
H.20 116.0
T.43 116.0
T.41 116.0
T.42 108.0
H.18 108.0
T.39 108.0
H.14 108.0
H.6 108.0
T.28 108.0
T.29 108.0
S.1 104.0
MTR 100.0
STR 100.0
T.34 116.0
T.32 116.0
T.31 108.0
H.9 108.0
T.30 108.0
H.11 116.0
T.35 116.0
H.1 116.0
T.23 116.0
T.22 116.0
T.33 116.0
H.5 116.0
H.4 116.0
T.27 116.0
T.26 116.0
H.3 116.0
T.25 116.0
T.21 116.0
H.15 116.0
T.37 116.0
T.38 116.0
H.13 116.0
H.2 116.0
T.24 116.0
T.40 108.0
H.16 108.0
4.3 9.14 13.0
10.28
10.48
10.67
10.78
11.07
14.81
14.82
14.87
15.0
15.52
15.92
17.57
21.28
57.65
61.22
9.21
10.38
14.9
15.16
15.46
4.3 9.14 13.0
10.71
10.98
11.12
11.84
10.35
10.44
10.84
10.9
10.96
11.04
11.12
11.58
10.72
10.82
11.01
10.82
11.12
11.12
14.81
14.84
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP Page 5
TL INVESTMENT GROUP LOT 4 - Two Head Calculation (H.11 & H.12) Date 11/19/2012
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.19
H.7
H.8
108.0
108.0
108.0
14.85
14.88
14.89
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 6
TL INVESTMENT GROUP LOT 4 - Two Head Calculation (H.11 & H.12) Date 11/19/2012
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 9.83 0.862 1 Utr 2.0 3.000 9.140
to 150.0 1 Utb 17.0 16.000 0.0
T.36 9.83 0.0602 0.0 19.000 1.144
K Factor = 4.30
Vel = 5.40
T.36 -4.76 0.862 1 Utr 2.0 9.000 10.284
to 150.0 0.0 2.000 0.0
H.17 5.07 0.0177 0.0 11.000 0.195
Vel = 2.79
H.17 0.0 0.862 1 Utr 2.0 9.000 10.479
to 150.0 0.0 2.000 0.0
H.20 5.07 0.0176 0.0 11.000 0.194
Vel = 2.79
H.20 0.0 0.862 0.0 6.000 10.673
to 150.0 0.0 0.0 0.0
T.43 5.07 0.0177 0.0 6.000 0.106
Vel = 2.79
T.43 -1.32 0.862 1 Uel 11.0 3.000 10.779
to 150.0 1 Utb 17.0 26.000 0.0
T.41 3.75 0.0101 0.0 29.000 0.294
Vel = 2.06
T.41 0.0 0.862 1 Utb 17.0 13.000 11.073
to 150.0 0.0 14.000 3.465
T.42 3.75 0.0101 0.0 27.000 0.273
Vel = 2.06
T.42 -1.07 0.862 0.0 2.000 14.811
to 150.0 0.0 0.0 0.0
H.18 2.68 0.0055 0.0 2.000 0.011
Vel = 1.47
H.18 0.0 0.862 1 Utr 2.0 6.000 14.822
to 150.0 0.0 2.000 0.0
T.39 2.68 0.0055 0.0 8.000 0.044
Vel = 1.47
T.39 3.70 0.862 1 Utr 2.0 3.000 14.866
to 150.0 0.0 2.000 0.0
H.14 6.38 0.0270 0.0 5.000 0.135
Vel = 3.51
H.14 0.0 0.862 1 Utr 2.0 17.000 15.001
to 150.0 0.0 2.000 0.0
H.6 6.38 0.0271 0.0 19.000 0.514
Vel = 3.51
H.6 0.0 0.862 1 Uel 11.0 3.000 15.515
to 150.0 0.0 12.000 0.0
T.28 6.38 0.0270 0.0 15.000 0.405
Vel = 3.51
T.28 5.95 0.862 1 Utr 2.0 2.000 15.920
to 150.0 1 Utb 17.0 16.000 0.0
T.29 12.33 0.0916 0.0 18.000 1.649
Vel = 6.78
T.29 13.67 1.054 1T 2.44 12.000 17.569
to 150.0 0.0 2.440 1.732
S.1 26.0 0.1368 0.0 14.440 1.975
Vel = 9.56
S.1 0.0 1.049 2E 6.044 170.000 21.276
to 150.0 0.0 6.044 11.732
MTR 26.0 0.1400 0.0 176.044 24.638
* Fixed loss = 10
Vel = 9.65
MTR 0.0 1.025 1E 2.7 12.000 57.646
to 150.0 1T 6.75 10.800 0.0
STR 26.0 0.1566 1G 1.35 22.800 3.571
Vel = 10.11
0.0
26.00
61.217 K Factor = 3.32
H.12 3.17 0.862 0.0 9.000 9.140
to 150.0 0.0 0.0 0.0
T.34 3.17 0.0074 0.0 9.000 0.067
Vel = 1.74
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 4 - Two Head Calculation (H.11 & H.12)
Page 7
Date 11/19/2012
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.34 4.77 0.862 1 Uel 11.0 3.000 9.207
to 150.0 1 Utb 17.0 26.000 0.0
T.32 7.94 0.0405 0.0 29.000 1.175
Vel = 4.37
T.32 0.0 0.862 1 Utb 17.0 12.000 10.382
to 150.0 0.0 14.000 3.465
T.31 7.94 0.0405 0.0 26.000 1.053
Vel = 4.37
T.31 1.07 0.862 0.0 5.000 14.900
to 150.0 0.0 0.0 0.0
H.9 9.01 0.0512 0.0 5.000 0.256
Vel = 4.95
1-.9 0.0 0.862 1 Utr 2.0 4.000 15.156
to 150.0 0.0 2.000 0.0
T.30 9.01 0.0513 0.0 6.000 0.308
Vel = 4.95
T.30 4.66 0.862 1 Utb 17.0 3.000 15.464
to 150.0 1 Utr 2.0 16.000 0.0
T.29 13.67 0.1108 0.0 19.000 2.105
Vel = 7.52
0.0
13.67
17.569 K Factor = 3.26
T.34 -4.77 0.862 1 Utr 2.0 2.000 9.207
to 150.0 0.0 2.000 0.0
H.11 -4.77 -0.0158 0.0 4.000 -0.063
Vel = 2.62
H.11 13.01 0.862 1 Utb 17.0 22.000 9.144
to 150.0 0.0 14.000 0.0
T.35 8.24 0.0434 0.0 36.000 1.562
K Factor = 4.30
Vel = 4.53
T.35 -2.39 0.862 1 Utr 2.0 10.000 10.706
to 150.0 0.0 2.000 0.0
H.1 5.85 0.0230 0.0 12.000 0.276
Vel = 3.22
H.1 0.0 0.862 1 Utr 2.0 4.000 10.982
to 150.0 0.0 2.000 0.0
T.23 5.85 0.0232 0.0 6.000 0.139
Vel = 3.22
T.23 0.11 0.862 1 UeI 11.0 4.000 11.121
to 150.0 1 Utb 17.0 26.000 0.0
T.22 5.96 0.0238 0.0 30.000 0.715
Vel = 3.28
T.22 0.0 0.862 1 Utb 17.0 12.000 11.836
to 150.0 0.0 14.000 3.465
T.28 5.96 0.0238 0.0 26.000 0.619
Vel = 3.28
0.0
5.96
15.920 K Factor = 1.49
T.36 4.77 0.862 1 Utr 2.0 2.000 10.284
to 150.0 0.0 2.000 0.0
T.33 4.77 0.0160 0.0 4.000 0.064
Vel = 2.62
T.33 0.0 0.862 1 Utr 2.0 4.000 10.348
to 150.0 0.0 2.000 0.0
H.5 4.77 0.0157 0.0 6.000 0.094
Vel = 2.62
H.5 0.0 0.862 1 UeI 11.0 13.000 10.442
to 150.0 0.0 12.000 0.0
H.4 4.77 0.0158 0.0 25.000 0.395
Vel = 2.62
H.4 0.0 0.862 1 Utr 2.0 2.000 10.837
to 150.0 0.0 2.000 0.0
T.27 4.77 0.0158 0.0 4.000 0.063
Vel = 2.62
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 8
TL INVESTMENT GROUP LOT 4 - Two Head Calculation (H.11 & H.12) Date 11/19/2012
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 0.0 0.862 1 Utr 2.0 2.000 10.900
to 150.0 0.0 2.000 0.0
T.26 4.77 0.0158 0.0 4.000 0.063 Vel = 2.62
T.26 0.0 0.862 0.0 5.000 10.963
to 150.0 0.0 0.0 0.0
H.3 4.77 0.0158 0.0 5.000 0.079 Vel = 2.62
H.3 0.0 0.862 1 Utr 2.0 3.000 11.042
to 150.0 0.0 2.000 0.0
T.25 4.77 0.0158 0.0 5.000 0.079 Vel = 2.62
T.25 -0.11 0.862 1 Uel 11.0 4.000 11.121
to 150.0 1 Utb 17.0 26.000 0.0
T.21 4.66 0.0151 0.0 30.000 0.454 Vel = 2.56
T.21 0.0 0.862 1 Utb 17.0 14.000 11.575
to 150.0 0.0 14.000 3.465
T.30 4.66 0.0151 0.0 28.000 0.424 Vel = 2.56
0.0
4.66 15.464 K Factor = 1.19
T.35 2.38 0.862 0.0 3.000 10.706
to 150.0 0.0 0.0 0.0
H.15 2.38 0.0043 0.0 3.000 0.013 Vel = 1.31
H.15 0.0 0.862 1 UeI 11.0 11.000 10.719
to 150.0 0.0 12.000 0.0
T.37 2.38 0.0044 0.0 23.000 0.101 Vel = 1.31
T.37 1.32 0.862 1 Utb 17.0 5.000 10.820
to 150.0 0.0 14.000 0.0
T.38 3.7 0.0098 0.0 19.000 0.187 Vel = 2.03
T.38 0.0 0.862 1 UeI 11.0 14.000 11.007
to 150.0 1 Utb 17.0 26.000 3.465
T.39 3.7 0.0099 0.0 40.000 0.394 Vel = 2.03
0.0
3.70 14.866 K Factor = 0.96
T.43 1.31 0.862 1 Utr 2.0 23.000 10.779
to 150.0 0.0 2.000 0.0
H.13 1.31 0.0014 0.0 25.000 0.036 Vel = 0.72
H.13 0.0 0.862 1 Utr 2.0 1.000 10.815
to 150.0 0.0 2.000 0.0
T.37 1.31 0.0017 0.0 3.000 0.005 Vel = 0.72
0.0
1.31 10.820 K Factor = 0.40
T.25 0.10 0.862 1 Utr 2.0 3.000 11.121
to 150.0 0.0 2.000 0.0
H.2 0.1 0.0 0.0 5.000 0.0 Vel = 0.05
H.2 0.0 0.862 0.0 4.000 11.121
to 150.0 0.0 0.0 0.0
T.24 0.1 0.0 0.0 4.000 0.0 Vel = 0.05
T.24 0.0 0.862 1 Utr 2.0 4.000 11.121
to 150.0 0.0 2.000 0.0
T.23 0.1 0.0 0.0 6.000 0.0 Vel = 0.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 9
TL INVESTMENT GROUP LOT 4 - Two Head Calculation (H.11 & H.12) Date 11/19/2012
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
0.10
11.121 K Factor = 0.03
T.42 1.07 0.862 1 Utr 2.0 1.000 14.811
to 150.0 0.0 2.000 0.0
T.40 1.07 0.0010 0.0 3.000 0.003
Vel = 0.59
T.40 0.0 0.862 1 UeI 11.0 15.000 14.814
to 150.0 1 Utr 2.0 14.000 0.0
H.16 1.07 0.0010 0.0 29.000 0.029
Vel = 0.59
H.16 0.0 0.862 0.0 10.000 14.843
to 150.0 0.0 0.0 0.0
H.19 1.07 0.0010 0.0 10.000 0.010
Vel = 0.59
H.19 0.0 0.862 1 UeI 11.0 17.000 14.853
to 150.0 0.0 12.000 0.0
H.7 1.07 0.0010 0.0 29.000 0.029
Vel = 0.59
H.7 0.0 0.862 1 Utr 2.0 9.000 14.882
to 150.0 0.0 2.000 0.0
H.8 1.07 0.0010 0.0 11.000 0.011
Vel = 0.59
1i.8 0.0 0.862 1 Utr 2.0 5.000 14.893
to 150.0 0.0 2.000 0.0
T.31 1.07 0.0010 0.0 7.000 0.007
Vel = 0.59
0.0
1.07
14.900 K Factor = 0.28
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
N �!
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r k
Stephanie-0Marie2130Fahey
A-Pex Design Services, Inc. -EP
10731 47th PI W
Mukilteo, WA 98275
425-493-9680
f'
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° eCt/on SPy�
nAk
Job Name : TL INVESTMENT GROUP LOT 4 - One Head Calculation (H.5)
Drawing
Location : 4050 S 146TH STREET TUKWILLA WA 98168
Remote Area :
Contract : 121119-01
Data File : 121119-01 TL Investment Group Lot 4.wx1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
' A-Pex Design Services, Inc. -EP Page 1
TL INVESTMENT GROUP LOT 4 - One Head Calculation (H.5) Date 11/19/2012
HYDRAULIC DESIGN INFORMATION SHEET
Name - TL INVESTMENT GROUP LOT 4 Date - 11-19-12
Location - TUKWILLA WA 98168
Building - System No. -
Contractor - SOUNDVIEW PLUMBING Contract No. - 121119-01
Calculated By - KAREN BABB Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
S
Y
S
T
E
Type of Calculation: ( )NFPA 13 Residential
Number of Sprinklers Flowing: (X)1 ( )2
( )Other
( )Specific Ruling
( )NFPA 13R
( )4 ( )
(X)NFPA 13D
Made by Date
M Listed Flow at Start Point - 18 Gpm
Listed Pres. at Start Point - 17.52Psi
D MAXIMUM LISTED SPACING 18 x 18
E Domestic Flow Added - 0 Gpm
S Additional Flow Added - Gpm
I Elevation at Highest Outlet - 116 Feet
G Note:
N
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Make RELIABLE Model RFC43
Size 3/8 K -Factor 4.3
Temperature Rating 155
Calculation Gpm Required 18
Summary C -Factor Used:
Psi Required 52.84 At Ref Pt STR
Overhead 150 Underground 150
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 70
R Residual (Psi) - 65
Flow (Gpm) - 300
S Elevation - 100
P
P
L
Y
Pump Data:
Rated Cap.
@ Psi
Elev.
Other
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
Water Supply Curve (C)
One Head Calculation (H.5)
nr
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' J
ca
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D3 - System Demand : 17.998
Safety Margin : 17.134
I.0
50 100 150 200 250 300 350 400 450
FLOW (NA1.85)
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Fittings Used Summary
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Flow Summary - NFPA 2007
• A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 4 - One Head Calculation (H.5)
Page 4
Date 11/19/2012
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 70.0 65 300.0 69.973 18.0 52.838
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.5 116.0
H.4 116.0
T.27 116.0
T.26 116.0
H.3 116.0
T.25 116.0
T.21 116.0
T.30 108.0
T.29 108.0
S.1 104.0
MTR 100.0
STR 100.0
T.33 116.0
T.36 116.0
H.12 116.0
T.34 116.0
T.32 116.0
T.31 108.0
H.9 108.0
H.17 116.0
H.20 116.0
T.43 116.0
T.41 116.0
T.42 108.0
T.40 108.0
H.16 108.0
H.19 108.0
H.7 108.0
H.8 108.0
H.13 116.0
T.37 116.0
T.38 116.0
T.39 108.0
H.14 108.0
H.6 108.0
T.28 108.0
H.11 116.0
T.35 116.0
H.1 116.0
T.23 116.0
T.22 116.0
H.2 116.0
4.3 17.52 18.0
18.32
18.45
18.58
18.74
18.9
19.26
23.06
24.09
26.82
51.03
52.84
17.97
18.26
18.66
18.85
19.14
22.86
22.95
18.49
18.71
18.83
19.04
22.7
22.71
22.76
22.78
22.83
22.85
18.94
18.95
19.05
22.72
22.79
23.03
23.23
18.86
18.95
18.98
18.99
19.4
18.93
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
`A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 4 - One Head Calculation (H.5)
Page 5
Date 11/19/2012
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
T.24
H.15
H.18
116.0
116.0
108.0
18.95
18.95
22.71
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
' A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 4 - One Head Calculation (H.5)
Page 6
Date 11/19/2012
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.5 6.99 0.862 1 Uel 11.0 13.000 17.520
to 150.0 0.0 12.000 0.0
H.4 6.99 0.0320 0.0 25.000 0.800
K Factor = 4.30
Vel = 3.84
H.4
to
T.27
0.0
6.99
0.862
150.0
0.0320
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
18.320
0.0
0.128
Vel = 3.84
T.27
to
T.26
0.0
6.99
0.862
150.0
0.0320
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
18.448
0.0
0.128
Vel = 3.84
T.26
to
H.3
0.0
6.99
0.862
150.0
0.0320
0.0
0.0
0.0
5.000
0.0
5.000
18.576
0.0
0.160
Vel = 3.84
H.3
to
T.25
0.0
6.99
0.862
150.0
0.0320
1 Utr 2.0
0.0
0.0
3.000
2.000
5.000
18.736
0.0
0.160
Vel = 3.84
T.25
to
T.21
-2.87
4.12
0.862
150.0
0.0121
1Uel 11.0
1 Utb 17.0
0.0
4.000
26.000
30.000
18.896
0.0
0.362
Vel = 2.27
T.21
to
T.30
0.0
4.12
0.862
150.0
0.0120
1 Utb 17.0
0.0
0.0
14.000
14.000
28.000
19.258
3.465
0.337
Vel = 2.27
T.30
to
T.29
5.17
9.29
0.862
150.0
0.0543
1 Utb
1 Utr
17.0
2.0
0.0
3.000
16.000
19.000
23.060
0.0
1.032
Vel = 5.11
T.29
to
S.1
8.71
18.0
1.054
150.0
0.0693
1T 2.44 12.000 24.092
0.0 2.440 1.732
0.0 14.440 1.000
Vel = 6.62
S.1 0.0 1.049 2E 6.044 170.000 26.824
to 150.0 0.0 6.044 11.732
MTR 18.0 0.0709 0.0 176.044 12.474
* Fixed loss = 10
Vel = 6.68
MTR 0.0 1.025 1E 2.7 12.000 51.030
to 150.0 1T 6.75 10.800 0.0
STR 18.0 0.0793 1G 1.35 22.800 1.808 Vel = 7.00
0.0
18.00 52.838 K Factor = 2.48
H.5 11.01 0.862 1 Utr 2.0 4.000 17.520
to 150.0 0.0 2.000 0.0
T.33 11.01 0.0743 0.0 6.000 0.446 Vel = 6.05
T.33 0.0 0.862 1 Utr 2.0 2.000 17.966
to 150.0 0.0 2.000 0.0
T.36 11.01 0.0742 0.0 4.000 0.297 Vel = 6.05
T.36 -5.47 0.862 1 Utr 2.0 3.000 18.263
to 150.0 1 Utb 17.0 16.000 0.0
H.12 5.54 0.0208 0.0 19.000 0.395 Vel = 3.05
H.12 0.0 0.862 0.0 9.000 18.658
to 150.0 0.0 0.0 0.0
T.34 5.54 0.0209 0.0 9.000 0.188 Vel = 3.05
T.34 -1.82 0.862 1 UeI 11.0 3.000 18.846
to 150.0 1 Utb 17.0 26.000 0.0
T.32 3.72 0.0100 0.0 29.000 0.289 Vel = 2.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
'A-Pex Design Services, Inc. -EP
TL INVESTMENT GROUP LOT 4 - One Head Calculation (H.5)
Page 7
Date 11/19/2012
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.32 0.0 0.862 1 Utb 17.0 12.000 19.135
to 150.0 0.0 14.000 3.465
T.31 3.72 0.0099 0.0 26.000 0.258
Vel = 2.05
T.31 1.45 0.862 0.0 5.000 22.858
to 150.0 0.0 0.0 0.0
H.9 5.17 0.0184 0.0 5.000 0.092
Vel = 2.84
H.9 0.0 0.862 1 Utr 2.0 4.000 22.950
to 150.0 0.0 2.000 0.0
T.30 5.17 0.0183 0.0 6.000 0.110
Vel = 2.84
0.0
5.17
23.060 K Factor = 1.08
T.36 5.48 0.862 1 Utr 2.0 9.000 18.263
to 150.0 0.0 2.000 0.0
H.17 5.48 0.0204 0.0 11.000 0.224
Vel = 3.01
H.17 0.0 0.862 1 Utr 2.0 9.000 18.487
to 150.0 0.0 2.000 0.0
H.20 5.48 0.0205 0.0 11.000 0.225
Vel = 3.01
H.20 0.0 0.862 0.0 6.000 18.712
to 150.0 0.0 0.0 0.0
T.43 5.48 0.0203 0.0 6.000 0.122
Vel = 3.01
T.43 -2.36 0.862 1 UeI 11.0 3.000 18.834
to 150.0 1 Utb 17.0 26.000 0.0
T.41 3.12 0.0072 0.0 29.000 0.209
Vel = 1.72
T.41 0.0 0.862 1 Utb 17.0 13.000 19.043
to 150.0 0.0 14.000 3.465
T.42 3.12 0.0072 0.0 27.000 0.194
Vel = 1.72
T.42 -1.66 0.862 1 Utr 2.0 1.000 22.702
to 150.0 0.0 2.000 0.0
T.40 1.46 0.0017 0.0 3.000 0.005
Vel = 0.80
T.40 0.0 0.862 1 UeI 11.0 15.000 22.707
to 150.0 1 Utr 2.0 14.000 0.0
H.16 1.46 0.0018 0.0 29.000 0.051
Vel = 0.80
H.16 0.0 0.862 0.0 10.000 22.758
to 150.0 0.0 0.0 0.0
H.19 1.46 0.0018 0.0 10.000 0.018
Vel = 0.80
H.19 0.0 0.862 1 UeI 11.0 17.000 22.776
to 150.0 0.0 12.000 0.0
H.7 1.46 0.0018 0.0 29.000 0.051
Vel = 0.80
H.7 0.0 0.862 1 Utr 2.0 9.000 22.827
to 150.0 0.0 2.000 0.0
H.8 1.46 0.0017 0.0 11.000 0.019
Vel = 0.80
H.8 0.0 0.862 1 Utr 2.0 5.000 22.846
to 150.0 0.0 2.000 0.0
T.31 1.46 0.0017 0.0 7.000 0.012
Vel = 0.80
0.0
1.46
22.858 K Factor = 0.31
T.43 2.36 0.862 1 Utr 2.0 23.000 18.834
to 150.0 0.0 2.000 0.0
H.13 2.36 0.0043 0.0 25.000 0.107
Vel = 1.30
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
• A-Pex Design Services, Inc. -EP Page 8
TL INVESTMENT GROUP LOT 4 - One Head Calculation (H.5) Date 11/19/2012
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.13 0.0 0.862 1 Utr 2.0 1.000 18.941
to 150.0 0.0 2.000 0.0
T.37 2.36 0.0043 0.0 3.000 0.013
Vel = 1.30
T.37 0.25 0.862 1 Utb 17.0 5.000 18.954
to 150.0 0.0 14.000 0.0
T.38 2.61 0.0052 0.0 19.000 0.098
Vel = 1.43
T.38 0.0 0.862 1 UeI 11.0 14.000 19.052
to 150.0 1 Utb 17.0 26.000 3.465
T.39 2.61 0.0052 0.0 40.000 0.207
Vel = 1.43
T.39 1.66 0.862 1 Utr 2.0 3.000 22.724
to 150.0 0.0 2.000 0.0
H.14 4.27 0.0130 0.0 5.000 0.065
Vel = 2.35
H.14 0.0 0.862 1 Utr 2.0 17.000 22.789
to 150.0 0.0 2.000 0.0
H.6 4.27 0.0128 0.0 19.000 0.244
Vel = 2.35
1-.6 0.0 0.862 1 UeI 11.0 3.000 23.033
to 150.0 0.0 12.000 0.0
T.28 4.27 0.0129 0.0 15.000 0.193
Vel = 2.35
T.28 4.43 0.862 1 Utr 2.0 2.000 23.226
to 150.0 1 Utb 17.0 16.000 0.0
T.29 8.7 0.0481 0.0 18.000 0.866 Vel = 4.78
0.0
8.70 24.092 K Factor = 1.77
T.34 1.82 0.862 1 Utr 2.0 2.000 18.846
to 150.0 0.0 2.000 0.0
H.11 1.82 0.0028 0.0 4.000 0.011 Vel = 1.00
H.11 0.0 0.862 1 Utb 17.0 22.000 18.857
to 150.0 0.0 14.000 0.0
T.35 1.82 0.0026 0.0 36.000 0.095 Vel = 1.00
T.35 -0.25 0.862 1 Utr 2.0 10.000 18.952
to 150.0 0.0 2.000 0.0
H.1 1.57 0.0020 0.0 12.000 0.024 Vel = 0.86
I-1.1 0.0 0.862 1 Utr 2.0 4.000 18.976
to 150.0 0.0 2.000 0.0
T.23 1.57 0.0022 0.0 6.000 0.013 Vel = 0.86
T.23 2.86 0.862 1 UeI 11.0 4.000 18.989
to 150.0 1 Utb 17.0 26.000 0.0
T.22 4.43 0.0138 0.0 30.000 0.414 Vel = 2.44
T.22 0.0 0.862 1 Utb 17.0 12.000 19.403
to 150.0 0.0 14.000 3.465
T.28 4.43 0.0138 0.0 26.000 0.358 Vel = 2.44
0.0
4.43 23.226 K Factor = 0.92
T.25 2.86 0.862 1 Utr 2.0 3.000 18.896
to 150.0 0.0 2.000 0.0
H.2 2.86 0.0062 0.0 5.000 0.031 Vel = 1.57
H.2 0.0 0.862 0.0 4.000 18.927
to 150.0 0.0 0.0 0.0
T.24 2.86 0.0062 0.0 4.000 0.025 Vel = 1.57
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 9
TL INVESTMENT GROUP LOT 4 - One Head Calculation (H.5) Date 11/19/2012
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
to
T.23
T.35
to
1-1.15
0.0
2.86
0.0
2.86
0.25
0.25
0.862
150.0
0.0062
1 Utr 2.0
0.0
0.0
4.000
2.000
6.000
18.952
0.0
0.037
Vel = 1.57
18.989 K Factor = 0.66
0.862
150.0
0.0
0.0
0.0
0.0
3.000
0.0
3.000
18.952
0.0
0.0
Vel = 0.14
H.15
to
T.37
T.42
to
H.18
H.18
to
T.39
0.0
0.25
0.0
0.25
1.66
1.66
0.862
150.0
0.0001
1Uel 11.0
0.0
0.0
11.000
12.000
23.000
18.952
0.0
0.002
Vel = 0.14
18.954 K Factor = 0.06
0.862
150.0
0.0020
0.0
0.0
0.0
2.000
0.0
2.000
22.702
0.0
0.004
Vel = 0.91
0.0
1.66
0.862
150.0
0.0022
1 Utr 2.0
0.0
0.0
6.000
2.000
8.000
22.706
0.0
0.018
Vel = 0.91
0.0
1.66 22.724 K Factor = 0.35
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
5Up191.Y
5TATIC P51: 70 n
ESInUAL P51: 65
PLOW GPM: 300
160' OR I " POLY TOM TN METER TO 5.1-
1" WTER
12' a I" COPPER FROM 11-E 511REET
WAO? 5V I a nMIL
N.T.5
MOST
NEAP #
N.5
1111 & H.12
-1YP AL
ICALLY REMOTE NAPS
GPM PE55L1�E
18
26
Q11/1 AT 5111
52.84
61.22
0
ITC43-16
0
RFC43-18
OVK -I60-200
17
RfIA13LE Model ? C432FC43 Concealed Pendent Sprinkler
155E°, 3/ 8" Orifice, Maximum Spacing 16'x16'
Sprinkler head demand: 13 qpm @ 9,14
RfIA6LE Model REC43?EC43 Concealed Pendent Sprinkler
155F°, 3/ 8" Orifice, Maximum Spacing 18'x18
Sprinkler head demand: 18 qpm @ 17,52
5EE SUBMITTAL
NAT SOURCE
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12151-ANC5 FLOW HAr 50Ut?C5
ORIINARY
TEMP
IN.
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TEMP
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36"
12"
FRONT 0
PI
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60"
36"
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42"
12"
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18"
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18"
91
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18"
9"
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12"
6"
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24"
12"
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6"
18"
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611
11
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T1-115 51,GGF5Tn LAYOUT 15 I3ASv12 UPON INFORMATION PROV1PFP 13Y 011-ER5,
CHANGES IN CONSTRUCTION OR FIELV CONPITIONS MAY OCCLR W1 -ICH MAY
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- 1/ 2" PIPE SIZE
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601x361
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�1\--" O\G AT11Ci
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V'/ th ut: Comments
As Noted In Red
Per The Attached Letter
These plans have bei nevict e,d by The Tukwila Fire
Prevention Bureau fo coni''n'k nce ,r: th current City
standards F t c , to errors and
omissions whit.; r.. , ' »oiations of adopted
standards and ;;,,{.. ,c,, resoon5ibility for the
adequacy of c, :>+ r i Air, tie designer.
Additions, lei?:_:„ ''.se drawings after
this date will vGi t r ;u're a
resubiiirtt<&i of r.: ... _,i : :45 .,i b c14iG nt approval.
'?nal acceptance is e.st'and Inspection by
? le Tui:wlia i li S;:
1te: Z� �'� ' Y `'' %a►1^^%��
IUKWILA FIRE DEPARTMENT
Please call 2O6-575-4407 and
give this Fire Permit No.
and exact address for shut-
down or restoration approval.
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1115k' A55M31,Y
Elb IC
P pER
42' MANUF. GAS F ''EPLACE
INSTALL PER MFRS, SPECS
5' ISLAND H
— PROV E
RESTRAINT S
, 508.2 OF 2009 U�
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VALVE TO EXTERIOR AND
, i,ALI1\15APPROVED
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ATED
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1 PROVIDE ONE AYER 543' GWB TYPE °X' AT
CEILINGS.COMMO, UJITH HABITABLE AREAS
WHERE THE PARATION 15 A FLOOR -
CEILING ASSEMBLY, CLAD ALL SUPPORT
COLUMNS, BEAMS A,,'. UJALLS WITH ONE
LAYER 1/2' GWB.
-THE GARAGE SHALL BE 5 7ARATED FROM
THE RESIDENCE AND ATTIC A EA WITH NO
LESS THAN 1/2° GWB ON THE GAD GE SIDE.
10'-10°
1,o Main 5 Pl icftEoop
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DESIGN
121119-01N
ALLIANCE In#:
SERA
MILE 5pt?INKL
CONTACT:
J051- TREMMEL
1073147th PI W
Mukilteo, WA 98275
PN: 425-493-9680
PAX: 425-493-9717
425-760-4240
SCALE:
SALES ?EP:
LE5IGNEn 13Y:
KAREN 13A13C3
RE5IPENTIAL FIRE PROTECTION 5Y5TEM
STEPNANIF RAHEY
1lJ TYPE: 1 / 2 - 3/ 4" - I" AQUAPEX
RINKLFR INFORMATION
# OF NEAPS TI -115 S1 -EFT -
21
# OP 1-1EAn511-15 J013 -
21
STATIC P55L?E 15-
70
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ONLY FOR 1)E
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REM. & CON5T
11-19-12
Q0.
?EV150N/ 155LE
PATE .4,
rROJECT # :
121119-01N
ALLIANCE In#:
COMPANY:
50LNVIEW PLUMBING
CONTACT:
J051- TREMMEL
CONTACT PHONE # :
425-760-4240
SCALE:
I/ 4" = 11-0"
LE5IGNEn 13Y:
KAREN 13A13C3
CI-tanC3Y:
STEPNANIF RAHEY
VERTIFICA110N #:
109-04-4594.1
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PI00
MA
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I/II I10I1
00
144111
42:-334
DEC 1,9 2012
TUKWILA FIRE