HomeMy WebLinkAboutPP - 14407 34TH LN S - OVERBECK - PERMITS AND PLANS14407 34TH LN S
ASSOCIATED PERMITS
16-S-169 D16-0060
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**
Site Address: ! ti f/ O7 3 yt-il
Tenant Name: •-
1 C5.
King Co. Assessor's Tax No.: 6 3 0030
Suite Number: Floor: \
New Tenant? - Yes 0- No
Property Owner's Name: / Sf ?e 6 Ni'#5, //G
6 s /96 t 5f- 7WW/Y4
Mailing Address:
CONTACT PERSON -if there are questions about the submittal.
City
State Zip
Name: /1fke ,01/c(i3ecic Day Telephone: 26-717 eif: 5-1
Company Name: , J fil b 6o %ti'T l/1 C7 ' &-
1
Mailing Address: i/o- Z(9 .. 1 it el 57" 17-0/ft /V44 7674
E-mail Address: %/ / ( ) G)/t'/"C Of Ft) / , City Fax
Nu• State Zip
gib "t'r" ..'� � Fax Number: N �
/ Contractor's City of Tukwila
NICET III number: PAC 1€"t Business License number:
Total number of new/relocated devices or sprinkler heads: Z Z
Valuation of Project (contractor's bid price): $ >000
Scope of Work (please provide detailed information): 2 2- ,//'/v/-%/ #64-e5- t 9Or - i /4Y
-1,-. / AC_ 14) C 5+ /_6,,O,J0 c- . /
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 OR AUTHORIZED AGENT:
Signature: ��'
Print Name: ///e r Day Telephone:
Plan Permit App.doc
Date: g
off.7557o -7
8/22/14 TFD FP Form 8
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
.1) l6-oa&D
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: ������Z�
Sprinklers:
Type of Insction: "'Ile.' 'fifi/r ,/�,
Address:ft
Suite #:34'
i4LOs
�
S .
Contact Person:
/ GGA 0
Special Instructions:
Phone No.:
>'pproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
5074/\ittLere
REVS
�,b-
17i
t cv7
i- Ff/vil
g&�
,yti
-ivy
2
s
e7S��
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: 4/AA 3A---
Date: lhcill
Hrs.:(
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
--0066
Ib -b - 161
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: /�
Sprinklers:
T� of Ins ection;, ✓�
4,4-.
Address:
Suite #: /W07
5Kr4 LN c.
Contact erson:
Occupancy Type:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Old 74) Co%€ -•-
ArS
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
Date:
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
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 - 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: (X)1 ( )2
( )Other
( )Specific Ruling
( )NFPA 13R
( )4 ( )
(X)NFPA 13D
Made by Date
M Listed Flow at Start Point
- 13 Gpm System Type
Psi (X) Wet ( ) Dry
x 16 ( ) Deluge ( ) PreAction
- 0 Gpm Sprinkler or Nozzle
Gpm Make RELIABLE Model RFC49
- 124 Feet Size 3/8 K -Factor 4.9
Temperature Rating 155
Listed Pres. at Start Point - 7.04
D MAXIMUM LISTED SPACING 16
E Domestic Flow Added
S Additional Flow Added
I Elevation at Highest Outlet
G Note:
N
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)
R Residual (Psi)
60
55
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
N
±
C
0
.1
0
_U
fo
0
0
m
a)
2
a)
C
a0
LI
cm
co -
NZ
U D
co
U W
C0
rn2
a)z
o�
x0
a) i_
EL
Q M
Fittings Used Summary
N
_
0
U
fO
U
f6
a)
_
c
a0
W '
U •
c m
coi I=
N Z
U �
u)
Q) W
c O
CD=
x0
N
c• 7,:;
r M N
T- T- T-000
o' -o
000
In 0
0) 0 0 0
0
�NI' COOD000
M f -h 000
O
�NtDf0000
N 0
N 1010000
O O
V N) 0 0 0
Nr O
,-- M a) 000
N 10
N N 0 0 0
O O
N N 0 0 0
c,-aO,--,-• 0cc, 0
N to N
a). a)Q) c 7
- I -- 0 0 0 CO Tu CD Oo
asVo)''io
aa)
.LC -5 -0 w L 3
A- CO -x-000 7 N c10 U
X10 OcO1- > • 0.c i.CLL
O 0.9. C Z
to _> cu 45U
-10
MN
as OLL N aCL
Tr CO�N- N w U Qa) V f50
L 0)� 0 a
y U c O t co 0
-M-.-0) 7 C la; O N a) U
L CO I.- -G)
r'Nn- It') 01 C N N w N
Q N 0 CO * w
a m -c •- on.
uflil
CO tO -8 N U a) U -0 0
N 0a co N
52y0 ao0)(u)
%-0.1%-0101N1-- CLL Dd ,)
, QE .
p'. -
as
i 0 c,._ c 0 0
'> c 0
0 c U
a) v 1- N p)CO
N1* ,0....N
0) U 70 fO w 1n
no> 32c o 3Nom
'o_oLTJ> O2mce a0 N O u)..
0 o a) W a) a) c CO 0 � 3 - N
OV •-• OOXF-H 0.. to 3 O
2c0300a)Z+ w 0 ON cc6=_....
w
U@'c_o nap. J c Q O
cLL272 cy .c ON N
0 0 0 0 0. 0. 0• c� D 0.0 c 0
ctrnC�rna<< E 4.EE N c a)
N -C= 0 LL O 0 1 E ti
••• E O N • N 0 N V
3
UWC7F-= D -6JLLa. Z W O to 42
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 13.0
7.67
7.91
8.0
11.84
11.87
15.49
15.51
15.66
15.68
15.71
15.71
15.78
18.25
30.9
31.51
47.18
7.6
7.74
7.88
11.81
11.84
11.84
11.86
11.87
11.94
8.01
8.1
8.18
8.34
8.1
8.21
8.22
8.27
11.83
11.85
15.61
15.63
15.66
15.67
11.85
11.87
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP Page 5
31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.7
H.8
H.9
H.1
H.2
H.21
H.19
H.18
116.0
116.0
116.0
116.0
116.0
108.0
108.0
108.0
11.87
11.85
11.85
11.87
11.87
15.63
15.66
15.69
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams - 2007
A-Pex Design Services, Inc. -EP Page 6
31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
H.12 5.68 0.862 1 Uel 11.0 17.000 7.040
to 150.0 0.0 12.000 0.0
H.5 5.68 0.0219 0.0 29.000 0.634
K Factor = 4.90
Vel = 3.12
H.5 0.0 0.862 1 Utr 2.0 9.000 7.674
to 150.0 0.0 2.000 0.0
H.3 5.68 0.0218 0.0 11.000 0.240
Vel = 3.12
H.3 0.0 0.862 1 Utr 2.0 2.000 7.914
to 150.0 0.0 2.000 0.0
T.23 5.68 0.0217 0.0 4.000 0.087
Vel = 3.12
T.23 -2.33 0.862 2Utb 34.0 18.000 8.001
to 150.0 0.0 28.000 3.465
T.25 3.35 0.0082 0.0 46.000 0.378
Vel = 1.84
T.25 -0.99 0.862 1 Utr 2.0 4.000 11.844
to 150.0 0.0 2.000 0.0
T.24 2.36 0.0043 0.0 6.000 0.026
Vel = 1.30
T.24 0.27 0.862 1 Utr 2.0 14.000 11.870
to 150.0 1 Utb 17.0 16.000 3.465
H.20 2.63 0.0053 0.0 30.000 0.158
Vel = 1.45
H.20 0.0 0.862 0.0 3.000 15.493
to 150.0 0.0 0.0 0.0
T.39 2.63 0.0053 0.0 3.000 0.016
Vel = 1.45
T.39 0.0 0.862 1 Utb 17.0 2.000 15.509
to 150.0 1 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 1 E 1.22 20.000 18.249
to 150.0 1T 2.44 4.067 11.732
CPL 13.0 0.0380 1G 0.407 24.067 0.914
* * Fixed Loss = 10
Vel = 4.78
CPL 0.0 1.38 2E 9.066 50.000 30.895
to 150.0 1C 1.511 10.577 0.0
MTR 13.0 0.0102 0.0 60.577 0.618
Vel = 2.79
MTR 0.0 1.025 2E 5.4 10.000 31.513
to 150.0 0.0 5.400 15.000
STR 13.0 0.0434 0.0 15.400 0.669
* * Fixed Loss = 15
Vel = 5.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
31 TOWNHOMES UNIT B - One Head Calculation (H.12)
Page 7
Date 8/5/2015
Hyd.
Ref.
Point
Qa
Qt
Dia.
Pf/Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Pt
Pv
Pn
Notes
0.0
13.00
47.182
K Factor = 1.89
H.12 7.32 0.862
to 150.0
H.11 7.32 0.0349
1Uel 11.0
0.0
0.0
4.000
12.000
16.000
7.040
0.0
0.558
Vel = 4.02
H.11 0.0 0.862
to 150.0
T.32 7.32 0.0350
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
7.598
0.0
0.140
Vel = 4.02
T.32 0.0 0.862
to 150.0
T.34 7.32 0.0348
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
7.738
0.0
0.139
Vel = 4.02
T.34 -3.26 0.862
to 150.0
T.35 4.06 0.0117
2Utb 34.0
0.0
0.0
12.000
28.000
40.000
7.877
3.465
0.469
Vel = 2.23
T.35 -2.80 0.862
to 150.0
H.17 1.26 0.0013
1Uel 11.0
0.0
0.0
7.000
12.000
19.000
11.811
0.0
0.025
Vel = 0.69
H.17 0.0 0.862
to 150.0
H.16 1.26 0.0012
0.0
0.0
0.0
4.000
0.0
4.000
11.836
0.0
0.005
Vel = 0.69
H.16 0.0 0.862
to 150.0
H.15 1.26 0.0014
1 Utr 2.0
0.0
0.0
10.000
2.000
12.000
11.841
0.0
0.017
Vel = 0.69
H.15 0.0 0.862
to 150.0
T.37 1.26 0.0013
1 Utr 2.0
0.0
0.0
8.000
2.000
10.000
11.858
0.0
0.013
Vel = 0.69
T.37 0.43 0.862
to 150.0
T.36 1.69 0.0023
2Utb 34.0
0.0
0.0
1.000
28.000
29.000
11.871
0.0
0.067
Vel = 0.93
T.36 5.59 1.054
to 150.0
T.40 7.28 0.0130
1 Utr 4.0
0.0
0.0
25.000
4.000
29.000
11.938
3.465
0.377
Vel = 2.68
0.0
7.28
15.780
K Factor = 1.83
T.34 3.26 0.862
to 150.0
H.14 3.26 0.0078
1Uel 11.0
0.0
0.0
5.000
12.000
17.000
7.877
0.0
0.133
Vel = 1.79
H.14 0.0 0.862
to 150.0
H.13 3.26 0.0078
0.0
0.0
0.0
12.000
0.0
12.000
8.010
0.0
0.094
Vel = 1.79
H.13 0.0 0.862
to 150.0
T.29 3.26 0.0078
1 Utr 2.0
0.0
0.0
8.000
2.000
10.000
8.104
0.0
0.078
Vel = 1.79
T.29 0.0 0.862
to 150.0
T.30 3.26 0.0078
1 Utr
1 Utb
2.0
17.0
0.0
4.000
16.000
20.000
8.182
0.0
0.156
Vel = 1.79
T.30 2.33 1.054
to 150.0
T.36 5.59 0.0079
1 Utr 4.0
0.0
0.0
13.000
4.000
17.000
8.338
3.465
0.135
Vel = 2.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -
A-Pex Design Services,
31 TOWNHOMES UNIT
Hazen -Williams
Inc. -EP
B - One Head Calculation (H.12)
Page 8
Date 8/5/2015
Hyd. Qa
Ref.
Point Qt
Dia.
'PC,
Pf/Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Pt
Pv
Pn
Notes
0.0
5.59
11.938
K Factor = 1.62
T.23 2.33 0.862
to 150.0
H.4 2.33 0.0042
1 Uel
1 Utr
11.0
2.0
0.0
9.000
14.000
23.000
8.001
0.0
0.097
Vel = 1.28
H.4 0.0 0.862
to 150.0
H.6 2.33 0.0042
1UeI 11.0
0.0
0.0
14.000
12.000
26.000
8.098
0.0
0.110
Vel = 1.28
H.6 0.0 0.862
to 150.0
T.26 2.33 0.0040
1 Utr 2.0
0.0
0.0
1.000
2.000
3.000
8.208
0.0
0.012
Vel = 1.28
T.26 0.0 0.862
to 150.0
H.10 2.33 0.0043
1 Utr 2.0
0.0
0.0
9.000
2.000
11.000
8.220
0.0
0.047
Vel = 1.28
H.10 0.0 0.862
to 150.0
T.30 2.33 0.0042
1 Utb 17.0
0.0
0.0
3.000
14.000
17.000
8.267
0.0
0.071
Vel = 1.28
0.0
2.33
8.338
K Factor = 0.81
T.35 2.80 0.862
to 150.0
T.33 2.8 0.0057
1 Utr 2.0
0.0
0.0
1.000
2.000
3.000
11.811
0.0
0.017
Vel = 1.54
T.33 0.0 0.862
to 150.0
T.31 2.8 0.0060
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
11.828
0.0
0.024
Vel = 1.54
T.31 0.29 0.862
to 150.0
T.46 3.09 0.0070
2Utb 34.0
0.0
0.0
14.000
28.000
42.000
11.852
3.465
0.296
Vel = 1.70
T.46 -1.47 0.862
to 150.0
H.22 1.62 0.0021
1 Utr 2.0
0.0
0.0
6.000
2.000
8.000
15.613
0.0
0.017
Vel = 0.89
H.22 0.0 0.862
to 150.0
T.45 1.62 0.0021
1 UeI 11.0
0.0
0.0
2.000
12.000
14.000
15.630
0.0
0.030
Vel = 0.89
T.45 0.0 0.862
to 150.0
T.44 1.62 0.0022
0.0
0.0
0.0
4.000
0.0
4.000
15.660
0.0
0.009
Vel = 0.89
T.44 0.0 0.862
to 150.0
T.42 1.62 0.0022
1 Utb
1 Utr
17.0
2.0
0.0
2.000
16.000
18.000
15.669
0.0
0.039
Vel = 0.89
0.0
1.62
15.708
K Factor = 0.41
T.25
to
T.28
T.28
to
T.27
0.99
0.99
0.862
150.0
0.0010
1 Utr 2.0
0.0
0.0
3.000
2.000
5.000
11.844
0.0
0.005
Vel = 0.54
-0.29
0.7
0.862
150.0
0.0004
2Utb 34.0
0.0
0.0
10.000
28.000
38.000
11.849
0.0
0.017
Vel = 0.38
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 9
31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes
T.27 -0.27 0.862 1 UeI 11.0 5.000
to 150.0 0.0 12.000
H.7 0.43 0.0002 0.0 17.000
11.866
0.0
0.003
Vel = 0.24
H.7 0.0 0.862 1 Utr 2.0 7.000
to 150.0 0.0 2.000
T.37 0.43 0.0002 0.0 9.000
11.869
0.0
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
to 150.0 0.0 12.000
H.8 0.28 0.0001 0.0 15.000
11.849
0.0
0.001
Vel = 0.15
H.8 0.0 0.862 1 UeI 11.0 4.000
to 150.0 0.0 12.000
H.9 0.28 0.0001 0.0 16.000
11.850
0.0
0.001
Vel = 0.15
H.9 0.0 0.862 1 Utr 2.0 3.000
to 150.0 0.0 2.000
T.31 0.28 0.0002 0.0 5.000
11.851
0.0
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
to 150.0 0.0 2.000
H.1 0.27 0.0001 0.0 14.000
11.866
0.0
0.001
Vel = 0.15
H.1 0.0 0.862 2Uel 22.0 10.000
to 150.0 0.0 24.000
H.2 0.27 0.0001 0.0 34.000
11.867
0.0
0.003
Vel = 0.15
H.2 0.0 0.862 1 Utr 2.0 4.000
to 150.0 0.0 2.000
T.24 0.27 0.0 0.0 6.000
11.870
0.0
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
to 150.0 0.0 2.000
H.21 1.46 0.0018 0.0 8.000
15.613
0.0
0.014
Vel = 0.80
H.21 0.0 0.862 1 UeI 11.0 6.000
to 150.0 1 Utb 17.0 26.000
T.43 1.46 0.0018 0.0 32.000
15.627
0.0
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
to 150.0 0.0 2.000
H.19 1.18 0.0013 0.0 3.000
15.656
0.0
0.004
Vel = 0.65
H.19 0.0 0.862 1 UeI 11.0 9.000
to 150.0 1 Utr 2.0 14.000
H.18 1.18 0.0012 0.0 23.000
15.660
0.0
0.027
Vel = 0.65
H.18 0.0 0.862 1 Utb 17.0 8.000
to 150.0 0.0 14.000
T.41 1.18 0.0012 0.0 22.000
15.687
0.0
0.026
Vel = 0.65
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 10
31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
1.18
15.713 K Factor = 0.30
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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
E
S
I
G
N
MAXIMUM LISTED SPACING 12
Domestic Flow Added
Additional Flow Added
Elevation at Highest Outlet
Note:
- 9 Gpm System Type
Psi (X) Wet ( ) Dry
x 12 ( ) Deluge ( ) PreAction
- 0 Gpm Sprinkler or Nozzle
- Gpm Make RELIABLE Model RFC30
- 124 Feet 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.
Q 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
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Fittings Used Summary
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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 -
A-Pex Design Services,
31 TOWNHOMES UNIT
Hazen -Williams - 2007
Inc. -EP
B - Two Head Calculation (H.4 & H.3)
Page 6
Date 8/5/2015
Hyd. Qa
Ref.
Point Qt
Dia.
Pf/Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Pt
Pv
Pn
Notes ******
H.4 6.16 0.862
to 150.0
H.6 6.16 0.0254
1Uel 11.0
0.0
0.0
14.000
12.000
26.000
9.000
0.0
0.660
K Factor = 3.00
Vel = 3.39
H.6 0.0 0.862
to 150.0
T.26 6.16 0.0253
1 Utr 2.0
0.0
0.0
1.000
2.000
3.000
9.660
0.0
0.076
Vel = 3.39
T.26 0.0 0.862
to 150.0
H.10 6.16 0.0254
1 Utr 2.0
0.0
0.0
9.000
2.000
11.000
9.736
0.0
0.279
Vel = 3.39
H.10 0.0 0.862
to 150.0
T.30 6.16 0.0254
1 Utb 17.0
0.0
0.0
3.000
14.000
17.000
10.015
0.0
0.431
Vel = 3.39
T.30 1.92 1.054
to 150.0
T.36 8.08 0.0157
1 Utr 4.0
0.0
0.0
13.000
4.000
17.000
10.446
3.465
0.267
Vel = 2.97
T.36 2.11 1.054
to 150.0
T.40 10.19 0.0242
1 Utr 4.0
0.0
0.0
25.000
4.000
29.000
14.178
3.465
0.701
Vel = 3.75
T.40 7.86 1.054
to 150.0
S.1 18.05 0.0696
1T
1 Utb
2.44
9.0
0.0
8.000
11.440
19.440
18.344
1.732
1.353
Vel = 6.64
S.1 0.0 1.054
to 150.0
CPL 18.05 0.0696
1E
1T
1G
1.22
2.44
0.407
20.000
4.067
24.067
21.429
11.732
1.675
* * Fixed Loss = 10
Vel = 6.64
CPL 0.0 1.38
to 150.0
MTR 18.05 0.0187
2E 9.066
1C 1.511
0.0
50.000
10.577
60.577
34.836
0.0
1.135
Vel = 3.87
MTR 0.0 1.025
to 150.0
STR 18.05 0.0797
2E 5.4
0.0
0.0
10.000
5.400
15.400
35.971
15.000
1.228
* * Fixed Loss = 15
Vel = 7.02
0.0
18.05
52.199
K Factor = 2.50
H.4 2.84 0.862
to 150.0
T.23 2.84 0.0060
1 UeI
1 Utr
11.0
2.0
0.0
9.000
14.000
23.000
9.000
0.0
0.139
Vel = 1.56
T.23 3.87 0.862
to 150.0
T.25 6.71 0.0297
2Utb 34.0
0.0
0.0
18.000
28.000
46.000
9.139
3.465
1.367
Vel = 3.69
T.25 -2.77 0.862
to 150.0
T.24 3.94 0.0110
1 Utr 2.0
0.0
0.0
4.000
2.000
6.000
13.971
0.0
0.066
Vel = 2.17
T.24 -0.20 0.862
to 150.0
H.20 3.74 0.0101
1 Utr
1 Utb
2.0
17.0
0.0
14.000
16.000
30.000
14.037
3.465
0.302
Vel = 2.06
H.20 0.0 0.862
to 150.0
T.39 3.74 0.0103
0.0
0.0
0.0
3.000
0.0
3.000
17.804
0.0
0.031
Vel = 2.06
T.39 0.0 0.862
to 150.0
T.38 3.74 0.0101
1 Utb
1 Uel
17.0
11.0
0.0
2.000
26.000
28.000
17.835
0.0
0.282
Vel = 2.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -
A-Pex Design Services,
31 TOWNHOMES UNIT
Hazen -Williams
Inc. -EP
B - Two Head Calculation (H.4 & H.3)
Page 7
Date 8/5/2015
Hyd. Qa
Ref.
Point Qt
Dia.
,.C,.
Pf/Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Pt
Pv
Pn
Notes ******
T.38 -1.66 0.862 1 Utb 17.0
to 150.0 0.0
T.43 2.08 0.0034 0.0
2.000
14.000
16.000
18.117
0.0
0.055
Vel = 1.14
T.43 1.94 1.054 1 Utr 4.0
to 150.0 0.0
T.42 4.02 0.0043 0.0
6.000
4.000
10.000
18.172
0.0
0.043
Vel = 1.48
T.42 2.18 1.054
to 150.0
T.41 6.2 0.0090
0.0
0.0
0.0
1.000
0.0
1.000
18.215
0.0
0.009
Vel = 2.28
T.41 1.66 1.054 1 Utr 4.0
to 150.0 0.0
T.40 7.86 0.0150 0.0
4.000
4.000
8.000
18.224
0.0
0.120
Vel = 2.89
0.0
7.86
18.344
K Factor = 1.84
T.23 -3.87 0.862 1 Utr 2.0
to 150.0 0.0
H.3 -3.87 -0.0107 0.0
2.000
2.000
4.000
9.139
0.0
-0.043
Vel = 2.13
H.3 9.05 0.862 1 Utr 2.0
to 150.0 0.0
H.5 5.18 0.0184 0.0
9.000
2.000
11.000
9.096
0.0
0.202
K Factor = 3.00
Vel = 2.85
H.5 0.0 0.862 1 Uel 11.0
to 150.0 0.0
H.12 5.18 0.0184 0.0
17.000
12.000
29.000
9.298
0.0
0.534
Vel = 2.85
H.12 0.0 0.862 1 Uel 11.0
to 150.0 0.0
H.11 5.18 0.0184 0.0
4.000
12.000
16.000
9.832
0.0
0.294
Vel = 2.85
H.11 0.0 0.862 1 Utr 2.0
to 150.0 0.0
T.32 5.18 0.0182 0.0
2.000
2.000
4.000
10.126
0.0
0.073
Vel = 2.85
T.32 0.0 0.862 1 Utr 2.0
to 150.0 0.0
T.34 5.18 0.0185 0.0
2.000
2.000
4.000
10.199
0.0
0.074
Vel = 2.85
T.34 -1.92 0.862 2Utb 34.0
to 150.0 0.0
T.35 3.26 0.0078 0.0
12.000
28.000
40.000
10.273
3.465
0.312
Vel = 1.79
T.35 -0.82 0.862 1 Utr 2.0
to 150.0 0.0
T.33 2.44 0.0043 0.0
1.000
2.000
3.000
14.050
0.0
0.013
Vel = 1.34
T.33 0.0 0.862 1 Utr 2.0
to 150.0 0.0
T.31 2.44 0.0048 0.0
2.000
2.000
4.000
14.063
0.0
0.019
Vel = 1.34
T.31 1.68 0.862 2Utb 34.0
to 150.0 0.0
T.46 4.12 0.0120 0.0
14.000
28.000
42.000
14.082
3.465
0.505
Vel = 2.27
T.46 -1.94 0.862 1 Utr 2.0
to 150.0 0.0
H.22 2.18 0.0038 0.0
6.000
2.000
8.000
18.052
0.0
0.030
Vel = 1.20
H.22 0.0 0.862 1 UeI 11.0
to 150.0 0.0
T.45 2.18 0.0036 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 Uel 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 Uel 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
31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3)
Page 9
Date 8/5/2015
Hyd.
Ref.
Point
Qa Dia.
Qt Pf/Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Pt
Pv
Pn
Notes ******
T.24
to
H.2
H.2
to
H.1
H.1
to
T.27
0.0
1.67
0.20
0.2
14.082
K Factor = 0.45
0.862
150.0
0.0002
1 Utr 2.0
0.0
0.0
4.000
2.000
6.000
14.037
0.0
0.001
Vel = 0.11
0.0
0.2
0.862
150.0
0.0
2UeI 22.0
0.0
0.0
10.000
24.000
34.000
14.038
0.0
0.001
Vel = 0.11
T.35
to
H.17
0.0
0.2
0.0
0.20
0.81
0.81
0.862
150.0
0.0001
1 Utr 2.0
0.0
0.0
12.000
2.000
14.000
14.039
0.0
0.001
Vel = 0.11
14.040
K Factor = 0.05
0.862
150.0
0.0006
1Uel 11.0
0.0
0.0
7.000
12.000
19.000
14.050
0.0
0.011
Vel = 0.45
H.17
to
H.16
0.0
0.81
0.862
150.0
0.0008
0.0
0.0
0.0
4.000
0.0
4.000
14.061
0.0
0.003
Vel = 0.45
H.16
to
H.15
0.0
0.81
0.862
150.0
0.0006
1 Utr 2.0
0.0
0.0
10.000
2.000
12.000
14.064
0.0
0.007
Vel = 0.45
H.15
to
T.37
T.46
to
H.21
H.21
to
T.43
0.0
0.81
0.0
0.81
1.94
1.94
0.862
150.0
0.0006
1 Utr 2.0
0.0
0.0
8.000
2.000
10.000
14.071
0.0
0.006
Vel = 0.45
14.077
K Factor = 0.22
0.862
150.0
0.0030
1 Utr 2.0
0.0
0.0
6.000
2.000
8.000
18.052
0.0
0.024
Vel = 1.07
T.38
to
H.19
0.0
1.94
0.0
1.94
1.66
1.66
0.862
150.0
0.0030
1 Uel 11.0
1 Utb 17.0
0.0
6.000
26.000
32.000
18.076
0.0
0.096
Vel = 1.07
18.172
K Factor = 0.46
0.862
150.0
0.0023
1 Utr 2.0
0.0
0.0
1.000
2.000
3.000
18.117
0.0
0.007
Vel = 0.91
H.19
to
H.18
0.0
1.66
0.862
150.0
0.0022
1 UeI
1 Utr
11.0
2.0
0.0
9.000
14.000
23.000
18.124
0.0
0.051
Vel = 0.91
H.18
to
T.41
0.0
1.66
0.862
150.0
0.0022
1 Utb 17.0
0.0
0.0
8.000
14.000
22.000
18.175
0.0
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:
5tA11C P51: 60
PESIPUAL P51: 55
PLOW GPM: 300
20' OF I-1/ 4" AQUAPEX MOM THE CPL TO 5,1
n 50' OP I-1/ 4" POLY PPOM THE METED —
,—� 5/ 8" METED
T
15' OP I" COPPEP FPOM THE STMET
WA
CPL
5 VICF 13FfAll,
N,f,5,
1 HEAP
2 HEAP
MOST HYPPAULICALLY PEMOTE HEAPS
NEAP # GPM PPESSUPP DQ' P Af STPEPf
H,12 13 47,18
H,4 & H.5 18 52,2
I?PC50-I4
PFC?O-12
PELIA13LE Model PPC30PPC30 Concealed Pendent Sprinkler
- 6 K-3, I55P°, 3/ 8" Orifice, Maximum Spacing 14'x14'
Sprinkler head demand: 10 qpm @ ILII
:PLIAI3LE Model PFC30l C30 Concealed Pendent Sprinkler
- 2 K-5, 155r, 3/ 8" Orifice, Maximum Spacing 12'x12'
Sprinkler head demand: 9 gpm @ 9
o --I4
FFC49-I6
PfIfl3LP Model PPC49PPC49 Concealed Pendent Sprinkler
K-4,9, I55P°, 3/ 8" Orifice, Maximum Spacing 16'x16'
Sprinkler head demand: 13 gpm @ 7,04
•
H,IB
:1111111111111111111111111111"1"."""
PFC4916
";
THIS SUGGE5IEP LAYOUT 1513A5E12 UPON INPOPMATION PPOVIPEP 13Y OTHEPS,
CHANGES IN CONSTPUCTION Ot; Far CONN -LIONS MAY OCCUP WHICH MAY
PEOUIPE CHANGES TO THE LAYOUT, If 15 THE PESPON5113ILITY OP THE INS -IA -LEE
TO NOTIFY APEX PPSIGN SPPVICPS OF SUCH CHANGES,
CONCAEI2 Al2AP1Fp PITTING MOUNTING 17 1'AIL
NI9 A 15121"AC3L7,5, .5
N�pA 112 0051 5M INCL�t? kEQUII MFN115
12151 ANCFS rrOM HFA- SOUPCF5
N.T.S.
8.63
ANP
Spt?INKLEt?5
PANT1;1E5 THAT
(I) 11-E AREA
2) 11 LEASE
(3) 11-E WALLS
LIMITEP-COM13U51113LE
fins OF PULPING
�' i"
NTS
SHALL NOi l3E EEQUIt?EP IN CL0115 CLOSETS, LINEN a05Ef5,
MEET ALL OF 11-E FOLLOWING CON191110N5:
OF 11-E SPACE DOES NOT EXCEED 24 Ff2 (2.2 M2) .
DIMENSION P0E5 NOT EXCEED 3 FT (0,9 M) .
ANP CEILINGS ARE SUPFACEP WITH NONCOM U5T1ME O1
MATEEIALS AS DEFINED IN NFPA 220, SfANPA t7 ON
CONSTfUC110N,
9'-8"_ o "
CONTACT PHONE #:
206-787-0259
-�
I/ 4" = I'-0"
�`)5
J
NEAT SOUECE
O�INAC"f
IMP
IN.
1FMp
IN.
A
FFOPEX EP TEF
SIPE OF FIMPLACE
36"
12"
MINIMUM all i,MN a rim(
3 ii z . MAXIM atri �i r�
OF PIS 12",
From- OF FI PLACE
60"
36"
W00191311EN1NG STOVE
42"
12"
KITCHEN MANGE
18"
9"
WALL OVEN
18"
9"
IT0t5n; FIT
Alt? FLUES
18"
9"
TIN /Vi TIMER
UNINSULATEP I -EAT PUCfS
18"
9"0
®
t 1,
le
t
UNINSULAII P NOT WA11 C: PIPES
12"
b"
.,,
5119E OF NOT Alk PIFFUSEI'.
24"
12"
\
•
--
FONT OF N0f AK 191 FU5FE
56"
18"
CLO
12,6 SQ, Ff
N
ao
2,8 SQ, Ff
o
Tc,
a0
12 SQ, FT
FIELP VEFIFY EINISI-WP
NOT WA1EC? ITATEI?
6"
3"
FUC NAC(
6"
3��
' CEILING MATEPIAL
TO PE11;C;MINE MOUNTING
HEIGHT PIMENSIOCJ
OW -250W LIGNf FIXTUEE
6"
3"
\
•
•
SPPINKLEk PEQUIPEP SPRINKLFE EEQUIMI7 SPPINKLEP NOT f;EQUIt?EP
250W 499W LIGHT FIX11a
12"
6"
❑ 1Nithoa ....
As Notes r-ze4.
❑ Per The=_t`c;,_.i Letter
These plans have been reviewed by "The Tukwila Fire
Prevention Bureau for conformari:€ ..with current City
standards. Acceptance is subjec r+ . rrors and
omissions which do not authorize ,oiations of adopts` .
rc'•�°
standards ano ordinances. The resv_�r.sin`lii:f for the
adequacy of design rests totally with Me ies1gner.
Additions, deletions revisions to These drawings aP
this date will void thi> :acceptance and require a
resubmIttai of r -:v1s-c: r rawings for subEequert .appr. .
Final accepra tce suoject to field test and lnspectior
The Tukwila F r" "., fC(o Bureau.
1
Date: cv"AP -AP By: ;11
I •
14-yA o rtcV% t •
FIS(, .14, -)+PSS
i UKWILA FIRE DEPARTMENT
Roam atcag 206-575-x1407 and
give this Fire Permit No,
and exact ads tete s for shut-
down ckr restoration approval
v
PFC49-16
ILO ,: I , ; ...w
5.1
VA -VF
\OI-I/ /1-" AQU
5.1 -'0 MAI\ 5MMI\
CL
A�;X MOM
LOOP
05f
LOO5-CON.13
ploy I/ 4 l 1_ I 1 -O"
r2
o0 I/ 4"H'-0"
LOO
0
COLOP/ LINF1YPF I,FGFNt
131.UE LINES= PEEP TO PIXTUPES (BATH, SHOWED, ETC.) ,
13LACK LINES= SPPINKLEP HEAP TO SPPINKLEP HEAP,
- I/ 2" PIPE SIZE
- I" PIPE SIZE
i 4 1 I/ 4" PIPE SIZE
NO''�5
IF A PPV 15 MING IN51 A L9, NO NOPE
THAN AN 8 P5I PP55UI 13POP A1" 26
GPM 15 PWUII t7. A I" APOLLO 36FL1
OP56HLf 5FPE5 PPV 15 PFCOMMN\12H3,
VK -I84-20012 Y UPPIGHI' MU51' 3�
IN51 A Ute IN At11C IF FUPNACF 15
LOCA' 13 Or? PNLOCAr 2 IN A -111C,
CA,CULA110\5 HAVE A2 QUA'; 5AF
1'0 SUPPOPI'An21110I\AL M11'11NG,
0
\O/ I/ �11_I i3011
PAID
AUG 10 201t'
1UKWILAFIRF
DESI
SER
PIPE SPPINKLFP
10731 47th PI W
Mukilteo, WA 98275
PH: 425-493-9680
FAX: 425-493-9717
SALES PEP:
PESIPEN11AL PIPE PPOfEC11ON SYSTEM
TU13E TYPE: I/ 2" TO I-1/ 2" AQUAPEX
SPPINKLPP INFOPMAT10N
# OF HEAPS 11-115 SHEET -
21
# OF HEAPS 11-115 J013 -
21
STATIC PPESSUPE 15-
60
1 PPELIM. & CONST, 8-5-2015
4
NO,
PEVI50N/ ISSUE
PATE osof
00
rJ
PPOJECT #:
150805-02
COMPANY:
CONTACT:
MIKE OVEPC3ECK
CONTACT PHONE #:
206-787-0259
SCALE:
I/ 4" = I'-0"
12E5I6NE126Y:
NOAH EAKMAN
CHECKED I3Y:
A
00
rJ