HomeMy WebLinkAboutPP - 14408 34TH LN S - OVERBECK - PERMITS AND PLANS14408 34TH LN S
ASSOCIATED PERMITS
16-5-171 D16-0169
41$44tx"Rtst
SITE LOCATION
CITY OF TUKWILA
FIRE MARSHAL'S OFFICE
206-575-4407
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
**PLEASE PRINT**
King Co. Assessor's Tax No.: (. 133(O 0C? 10
Site Address: /119 1i) 3 Y6 /t,1- S. Suite Number: Floor: \
Tenant Name: '—" �l�'`-J '" (C"'`' 5 ' ✓� 7�' W New Tenant? 111- Yes ❑ - No
Property Owner's Name: / 1Utit\ if g O f C ivi'f s, //:: /
Mailing Address: (�2 S / 9c�! t / W Sf (c/1 /d G �/
CONTACT PERSON -if there are questions about the submittal.
Name:
/i/ke Gi 'i eL1<
Company Name: P
�/ c� /
c
Mailing Address: / (� gt 7M/4/4 J� 7/ rM V64
cpv>n
E-mail Address: /)// /� L �`''/ G'/lif l c o,C ..t)Ate pf, "yCitye State Zip
Fax Number /�
City State Zip
Day Telephone: 26.
Contractor's City of Tukwila
NICET III number: /7C lt%E>51L Business License number:
Total number of new/relocated devices or sprinkler heads:
zz
Valuation of Project (contractor's bid price): $ >06)C3
Scope of Work (please provide detailed information): 2 Z_ 3'"'4"'/ 4, 15- t70.'vC/^ / 'y
S y S ; ►�• j Pk k11 S+ /tio:'
0el517 „,�
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:
r
Plan Permit App.doc
Date: 41° (i(
Day Telephone: 2'o ' 757. CCC -5 7
8/22/14 TFD FP Form 8
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: lieW4e—C1(
Type of Inspection:
F 174—^-iirr-----
Address:
Suite #: %
n4j-
g 5mi
Contact Person:
d .
Special Instructions:
Permits:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
fr ft -z m-Pfn-mom 1)
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: c----.4--
Date:*/jb h�
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
1
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
Plio-0/61
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
p ut-n6c-7-
Sprinklers:
Type of Inspection:
ce-verL, reti oftoI silt 61—
Address:Contact
Suite #: f44Q
� s_
Person:
SpecialInstructions:
r.�
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
* O k- ro �'YL fifT7--
%
—iN6j
15
fin/
,i-uie-D
IP Pty0(45-
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: iyvtick fry s
Date: La f (5fg)
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 Date - 8-5-2015
Location - TUKWILA WA
Building - System No. -
Contractor - Contract No. - 150805-02
Calculated By - NOAH EAKMAN Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 7.04 Psi(X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make RELIABLE Model RFC49
I Elevation at Highest Outlet - 124 Feet Size 3/8 K -Factor 4.9
G Note: Temperature Rating 155
N
Calculation Gpm Required 13
Psi Required 47.18 At Ref Pt STR.
Summary C -Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - Rated Cap. Cap.
T Time of Test - @ Psi Elev.
E Static (Psi) - 60 Elev.
R Residual (Psi) - 55 Other Well
Flow (Gpm) - 300 Proof Flow Gpm
S Elevation - 100
P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
LO
0
N
N 0;0
N
±
C
O
IrTs7
0
is
0
v
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c
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cCp
a)Z
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N �
CO w
C0
O)=
a) Z
C
x
CD 1_
d
c -
M
Q
Fittings Used Summary
N
2
O
U
To
U
to
N
N
c
0
Co
H
Z
W
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N
E
c
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0 ,- 0
✓ - 0 0 0
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0
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• N (00000
N O
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O 0
M 0 0 0
▪ 0
▪ M M 0 0 0
N 10
▪ N ("Ni 0 0 0
O O
• 1- N N 0 0 0
r --
N- G01-1- 000
10
r-.-
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7 N c - N
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LL
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to .4- U ' �
CD 1•Z)3 ) a
w � N� ?�
0)) C c O L N O t
y
• N t * N ()
czl t0 N
N.SS. N*
d _c
(!i "a S '0 to
CN 10 N N +L_
O N N c Q 3 0
co
N U N
0 C _O. E N N
U (1) O) O °• 0 0)N` N
U- 0- c c aE E
�_ to E to
> a 4 C O 'O
moc
c • L -0 y C
> in~ N p)t0
c
0) C -0 (ts w y 4-
c a) c c j c'- p C
4-
.S a) > E O 0 3' 2 m
oaj .2 co a O C N Y 0)
V'0 :: 0 w m a) C N p c a)
ovC')�0)F--F- o) h c > 0
o c o a a a • J C) CD N Q O
O - N LL 7 7 7 E �= .- 0,i)
i) N E 1
0 0 0• 0 a E c 0) _ c U E c 0
Oi V 0QQ Q ir)... �X U •E N .. N Na N
w y O N u_
_
w
., C ! N O 2 0
UwC I -DDD LLQ ZW 0 cnn N.O
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 UeI 11.0 17.000 7.040
to 150.0 0.0 12.000 0.0
H.5 5.68 0.0219 0.0 29.000 0.634
K Factor = 4.90
Vel = 3.12
H.5 0.0 0.862 1 Utr 2.0 9.000 7.674
to 150.0 0.0 2.000 0.0
H.3 5.68 0.0218 0.0 11.000 0.240
Vel = 3.12
H.3 0.0 0.862 1 Utr 2.0 2.000 7.914
to 150.0 0.0 2.000 0.0
T.23 5.68 0.0217 0.0 4.000 0.087
Vel = 3.12
T.23 -2.33 0.862 2Utb 34.0 18.000 8.001
to 150.0 0.0 28.000 3.465
T.25 3.35 0.0082 0.0 46.000 0.378
Vel = 1.84
T.25 -0.99 0.862 1 Utr 2.0 4.000 11.844
to 150.0 0.0 2.000 0.0
T.24 2.36 0.0043 0.0 6.000 0.026
Vel = 1.30
T.24 0.27 0.862 1 Utr 2.0 14.000 11.870
to 150.0 1 Utb 17.0 16.000 3.465
H.20 2.63 0.0053 0.0 30.000 0.158
Vel = 1.45
H.20 0.0 0.862 0.0 3.000 15.493
to 150.0 0.0 0.0 0.0
T.39 2.63 0.0053 0.0 3.000 0.016
Vel = 1.45
T.39 0.0 0.862 1 Utb 17.0 2.000 15.509
to 150.0 1 UeI 11.0 26.000 0.0
T.38 2.63 0.0052 0.0 28.000 0.147
Vel = 1.45
T.38 -1.18 0.862 1 Utb 17.0 2.000 15.656
to 150.0 0.0 14.000 0.0
T.43 1.45 0.0018 0.0 16.000 0.028
Vel = 0.80
T.43 1.46 1.054 1 Utr 4.0 6.000 15.684
to 150.0 0.0 4.000 0.0
T.42 2.91 0.0024 0.0 10.000 0.024
Vel = 1.07
T.42 1.63 1.054 0.0 1.000 15.708
to 150.0 0.0 0.0 0.0
T.41 4.54 0.0050 0.0 1.000 0.005
Vel = 1.67
T.41 1.18 1.054 1 Utr 4.0 4.000 15.713
to 150.0 0.0 4.000 0.0
T.40 5.72 0.0084 0.0 8.000 0.067
Vel = 2.10
T.40 7.28 1.054 1T 2.44 8.000 15.780
to 150.0 1 Utb 9.0 11.440 1.732
S.1 13.0 0.0379 0.0 19.440 0.737
Vel = 4.78
S.1 0.0 1.054 1E 1.22 20.000 18.249
to 150.0 1T 2.44 4.067 11.732
CPL 13.0 0.0380 1G 0.407 24.067 0.914
* * Fixed Loss = 10
Vel = 4.78
CPL 0.0 1.38 2E 9.066 50.000 30.895
to 150.0 1C 1.511 10.577 0.0
MTR 13.0 0.0102 0.0 60.577 0.618
Vel = 2.79
MTR 0.0 1.025 2E 5.4 10.000 31.513
to 150.0 0.0 5.400 15.000
STR 13.0 0.0434 0.0 15.400 0.669
* * Fixed Loss = 15
Vel = 5.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 7
31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
H.12
to
H.11
0.0
13.00
7.32
7.32
47.182 K Factor = 1.89
0.862
150.0
0.0349
1Uel 11.0
0.0
0.0
4.000
12.000
16.000
7.040
0.0
0.558
Vel = 4.02
H.11
to
T.32
0.0
7.32
0.862
150.0
0.0350
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
7.598
0.0
0.140
Vel = 4.02
T.32
to
T.34
0.0
7.32
0.862
150.0
0.0348
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
7.738
0.0
0.139
Vel = 4.02
T.34
to
T.35
-3.26
4.06
0.862
150.0
0.0117
2Utb 34.0
0.0
0.0
12.000
28.000
40.000
7.877
3.465
0.469
Vel = 2.23
T.35
to
H.17
-2.80
1.26
0.862
150.0
0.0013
1Uel 11.0
0.0
0.0
7.000
12.000
19.000
11.811
0.0
0.025
Vel = 0.69
H.17
to
H.16
0.0
1.26
0.862
150.0
0.0012
0.0
0.0
0.0
4.000
0.0
4.000
11.836
0.0
0.005
Vel = 0.69
H.16
to
H.15
0.0
1.26
0.862
150.0
0.0014
1 Utr 2.0
0.0
0.0
10.000
2.000
12.000
11.841
0.0
0.017
Vel = 0.69
H.15
to
T.37
0.0
1.26
0.862
150.0
0.0013
1 Utr 2.0
0.0
0.0
8.000
2.000
10.000
11.858
0.0
0.013
Vel = 0.69
T.37
to
T.36
0.43
1.69
0.862
150.0
0.0023
2Utb 34.0
0.0
0.0
1.000
28.000
29.000
11.871
0.0
0.067
Vel = 0.93
T.36
to
T.40
T.34
to
H.14
5.59
7.28
0.0
7.28
3.26
3.26
1.054
150.0
0.0130
1 Utr 4.0
0.0
0.0
25.000
4.000
29.000
11.938
3.465
0.377
Vel = 2.68
15.780 K Factor = 1.83
0.862
150.0
0.0078
1Uel 11.0
0.0
0.0
5.000
12.000
17.000
7.877
0.0
0.133
Vel = 1.79
H.14
to
H.13
0.0
3.26
0.862
150.0
0.0078
0.0
0.0
0.0
12.000
0.0
12.000
8.010
0.0
0.094
Vel = 1.79
H.13
to
T.29
0.0
3.26
0.862
150.0
0.0078
1 Utr 2.0
0.0
0.0
8.000
2.000
10.000
8.104
0.0
0.078
Vel = 1.79
T.29
to
T.30
0.0
3.26
0.862
150.0
0.0078
1 Utr
1 Utb
2.0
17.0
0.0
4.000
16.000
20.000
8.182
0.0
0.156
Vel = 1.79
T.30
to
T.36
2.33
5.59
1.054
150.0
0.0079
1 Utr 4.0
0.0
0.0
13.000
4.000
17.000
8.338
3.465
0.135
Vel = 2.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
31 TOWNHOMES UNIT B - One Head Calculation (H.12)
Page 8
Date 8/5/2015
Hyd.
Ref.
Point
Qa Dia.
.,C„
Qt 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 1 Uel
to 150.0 1 Utr
H.4 2.33 0.0042
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 1 UeI 11.0
to 150.0 0.0
H.6 2.33 0.0042 0.0
14.000
12.000
26.000
8.098
0.0
0.110
Vel = 1.28
H.6 0.0 0.862 1 Utr 2.0
to 150.0 0.0
T.26 2.33 0.0040 0.0
1.000
2.000
3.000
8.208
0.0
0.012
Vel = 1.28
T.26 0.0 0.862 1 Utr 2.0
to 150.0 0.0
H.10 2.33 0.0043 0.0
9.000
2.000
11.000
8.220
0.0
0.047
Vel = 1.28
H.10 0.0 0.862 1 Utb 17.0
to 150.0 0.0
T.30 2.33 0.0042 0.0
3.000
14.000
17.000
8.267
0.0
0.071
VeI = 1.28
0.0
2.33
8.338
K Factor = 0.81
T.35 2.80 0.862 1 Utr 2.0
to 150.0 0.0
T.33 2.8 0.0057 0.0
1.000
2.000
3.000
11.811
0.0
0.017
Vel = 1.54
T.33 0.0 0.862 1 Utr 2.0
to 150.0 0.0
T.31 2.8 0.0060 0.0
2.000
2.000
4.000
11.828
0.0
0.024
Vel = 1.54
T.31 0.29 0.862 2Utb 34.0
to 150.0 0.0
T.46 3.09 0.0070 0.0
14.000
28.000
42.000
11.852
3.465
0.296
Vel = 1.70
T.46 -1.47 0.862 1 Utr 2.0
to 150.0 0.0
H.22 1.62 0.0021 0.0
6.000
2.000
8.000
15.613
0.0
0.017
Vel = 0.89
H.22 0.0 0.862 1 UeI 11.0
to 150.0 0.0
T.45 1.62 0.0021 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 1 Utb
to 150.0 1 Utr
T.42 1.62 0.0022
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 0.99 0.862 1 Utr 2.0
to 150.0 0.0
T.28 0.99 0.0010 0.0
3.000
2.000
5.000
11.844
0.0
0.005
Vel = 0.54
T.28 -0.29 0.862 2Utb 34.0
to 150.0 0.0
T.27 0.7 0.0004 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 Uel 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 2UeI 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 EAXMAN
Construction: (X) Combustible
OCCUPANCY - RESIDENTIAL
Date - 8-5-2015
System No. -
Contract No. - 150805-02
Drawing No. -
( ) Non -Combustible Ceiling Height
S
Y
S
T
E
Type of Calculation: ( )NFPA 13 Residential
Number of Sprinklers Flowing: ( )1 (X)2
( )Other
( )Specific Ruling
( )NFPA 13R (X)NFPA 13D
( )4 ( )
Made by Date
M Listed Flow at Start Point
Listed Pres. at Start Point - 9
D MAXIMUM LISTED SPACING 12
E Domestic Flow Added
S Additional Flow Added
I Elevation at Highest Outlet
G Note:
N
- 9 Gpm
Psi
x 12
- 0 Gpm
Gpm
- 124 Feet
System Type
(X) Wet • ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Make RELIABLE Model RFC30
Size 3/8 K -Factor 3
Temperature Rating 155
Calculation Gpm Required 18.048
Summary C -Factor Used:
Psi Required 52.2 At Ref Pt STR
Overhead 150 Underground 150
W Water Flow Test:
A Date of Test
T Time of Test
E Static (Psi) - 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
LC)
0
N
Ln
NCCO
cri
N C3
d0
cfs
i
atS
0
.@
0
CO
0
v
m
m
2
3
aI—
W'
coo
(6 I
a) Z
a) w
W
c0 0
rn1
N Z
O 2
x0
CU
Q M r
City Water Supply: Demand:
C1 - Static Pressure : 60 D1 - Elevation : 10.394
C2 - Residual Pressure: 55 D2 - System Flow : 18.048
C2 - Residual Flow : 300 D2 - System Pressure : 52.199
Hose ( Demand)
D3 - System Demand : 18.048
Safety Margin : 7.774
LLC)
50 100 150 200 250 300 350 400 450
FLOW (N^1.85)
•
•
•
•
r
V
N
r
0 ;
0 0
CF C' ) C 0 Or 0 0 0 0 0 0 0 0 0 0
0) CO h CO LC) M N r
CL CC W CO CI) D Q W
Fittings Used Summary
r
O
N
cl
CO CO
N
co 4-
c0 c0
d0
2
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c
tra
O
U
C0
0
N
d I-
6 U
c co
cc Z
.Z
N
Cn W
c0
(2
0
N
O
F'
t r
<
a)
c
m 1°
O Z
a)
J •
a)N
..
�<
I... CO N
T- CJD rr 000
0 r o
115 r r 0 0 0
tC) O r
rCr0)000
o
rvOao000
to r
r co 1- h 0 0 0
h O
r N 0 CO 000
N O
N to t() 000
CO to
r r CO 0 0 0
et 0
r r M CO 0 0 0
N to
r r N N 0 0 0
O O
r r N N 0 0 0
o
r co r,- 0 0 0 C
cj `- y .N
N O N 5
rt`r-000 ELL cs i- o
N
1°131 U
rCOr-000 �%.� _
o CD m .Q
x- LO
oao� '46 c)
�LaL
O c) c0 O c Z
y > C) '
N 'O •O LL V N
rvraoe-a-N V N V N a
0
s rn�o03
c O_c C6 @ N
cL) LI
r M r 0- 0) j y y L y U
c N ig*as 42 0f6 4N;fC/)
r N %- i.0 � A- N N� y -" y 3
C-
a C/) --,..11-3 3 "O N `
CA
r n 0 a •C j Y �. L
rNrarrN (0 C6 cn ) U a3 y
a)c _a N V a `
U a) U) O a 0 O N N
r N r M M N r L L O -� N E E
>as
.O t`w C0 O p
z c t Oy y C
Ninth 0) C0
N N * = N
0) 0 'O CO t y r- N.
a 0 3 3 O N cc0
C .a ; a) a 0. , a.c a'6i 'c ay)
W F- W U
cD `i ,- 0 N N c y 0 y@ 7 N
ctiy c N L
O 'Np Ur w D1 H H CD _C y Z> O
o c o 3 aa)) 0 0 iA c6 cc0 - w
oaaa _1(1)cw.CQo
�m CLL 7 7 7 .0 y 'C �N a y
Ob Wb)Q o o E ?•C y� C Um c O
cC coN.= C Na) N-0 N V
y E 0 3 y ai N O- j 0
75 la c f°�o� o0-6_,.a
w C9 1-»> > 5 J LL d Z W o cn co _L-
c..)
1
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 UeI 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
Vel = 3.75
T.40 7.86 1.054 1T 2.44 8.000 18.344
to 150.0 1 Utb 9.0 11.440 1.732
S.1 18.05 0.0696 0.0 19.440 1.353
Vel = 6.64
S.1 0.0 1.054 1E 1.22 20.000 21.429
to 150.0 1T 2.44 4.067 11.732
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
Vel = 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
Vel = 1.56
T.23 3.87 0.862 2Utb 34.0 18.000 9.139
to 150.0 0.0 28.000 3.465
T.25 6.71 0.0297 0.0 46.000 1.367
Vel = 3.69
T.25 -2.77 0.862 1 Utr 2.0 4.000 13.971
to 150.0 0.0 2.000 0.0
T.24 3.94 0.0110 0.0 6.000 0.066
Vel = 2.17
T.24 -0.20 0.862 1 Utr 2.0 14.000 14.037
to 150.0 1 Utb 17.0 16.000 3.465
H.20 3.74 0.0101 0.0 30.000 0.302
Vel = 2.06
H.20 0.0 0.862 0.0 3.000 17.804
to 150.0 0.0 0.0 0.0
T.39 3.74 0.0103 0.0 3.000 0.031
Vel = 2.06
T.39 0.0 0.862 1 Utb 17.0 2.000 17.835
to 150.0 1 UeI 11.0 26.000 0.0
T.38 3.74 0.0101 0.0 28.000 0.282
Vel = 2.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP Page 7
31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
T.38 -1.66 0.862 1 Utb 17.0 2.000 18.117
to 150.0 0.0 14.000 0.0
T.43 2.08 0.0034 0.0 16.000 0.055
Vel = 1.14
T.43 1.94 1.054 1 Utr 4.0 6.000 18.172
to 150.0 0.0 4.000 0.0
T.42 4.02 0.0043 0.0 10.000 0.043
Vel = 1.48
T.42 2.18 1.054 0.0 1.000 18.215
to 150.0 0.0 0.0 0.0
T.41 6.2 0.0090 0.0 1.000 0.009
Vel = 2.28
T.41 1.66 1.054 1 Utr 4.0 4.000 18.224
to 150.0 0.0 4.000 0.0
T.40 7.86 0.0150 0.0 8.000 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 2.000 9.139
to 150.0 0.0 2.000 0.0
H.3 -3.87 -0.0107 0.0 4.000 -0.043
Vel = 2.13
H.3 9.05 0.862 1 Utr 2.0 9.000 9.096
to 150.0 0.0 2.000 0.0
H.5 5.18 0.0184 0.0 11.000 0.202
K Factor = 3.00
Vel = 2.85
H.5 0.0 0.862 1 UeI 11.0 17.000 9.298
to 150.0 0.0 12.000 0.0
H.12 5.18 0.0184 0.0 29.000 0.534
Vel = 2.85
H.12 0.0 0.862 1 UeI 11.0 4.000 9.832
to 150.0 0.0 12.000 0.0
H.11 5.18 0.0184 0.0 16.000 0.294
Vel = 2.85
H.11 0.0 0.862 1 Utr 2.0 2.000 10.126
to 150.0 0.0 2.000 0.0
T.32 5.18 0.0182 0.0 4.000 0.073
Vel = 2.85
T.32 0.0 0.862 1 Utr 2.0 2.000 10.199
to 150.0 0.0 2.000 0.0
T.34 5.18 0.0185 0.0 4.000 0.074
Vel = 2.85
T.34 -1.92 0.862 2Utb 34.0 12.000 10.273
to 150.0 0.0 28.000 3.465
T.35 3.26 0.0078 0.0 40.000 0.312
Vel = 1.79
T.35 -0.82 0.862 1 Utr 2.0 1.000 14.050
to 150.0 0.0 2.000 0.0
T.33 2.44 0.0043 0.0 3.000 0.013
Vel = 1.34
T.33 0.0 0.862 1 Utr 2.0 2.000 14.063
to 150.0 0.0 2.000 0.0
T.31 2.44 0.0048 0.0 4.000 0.019
Vel = 1.34
T.31 1.68 0.862 2Utb 34.0 14.000 14.082
to 150.0 0.0 28.000 3.465
T.46 4.12 0.0120 0.0 42.000 0.505
Vel = 2.27
T.46 -1.94 0.862 1 Utr 2.0 6.000 18.052
to 150.0 0.0 2.000 0.0
H.22 2.18 0.0038 0.0 8.000 0.030
Vel = 1.20
H.22 0.0 0.862 1 UeI 11.0 2.000 18.082
to 150.0 0.0 12.000 0.0
T.45 2.18 0.0036 0.0 14.000 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 1Utr 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. Qa
Ref.
Point Qt
Dia.
Pf/Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Pt
Pv
Pn
Notes
T.24
to
H.2
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
H.2
to
H.1
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
H.1
to
T.27
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
1 Uel 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
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
H.21
to
T.43
0.0
1.94
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
0.0
1.94
18.172
K Factor = 0.46
T.38
to
H.19
1.66
1.66
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 Uel
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;
STATIC P51: 60
RESIDUAL P51: 55
FLOW GPM: 300
20' OF 1-1/ 4" AQUAPEX MOM THE CPL TO 5.1
n 50' OF 1-1/ 4" POLY TOM THE METED —
5/ 8' METED
� 1
15' OF 1!' COPPED FROM THE STP.EET
Wt6gF SMI a 13F1"A11,
N.T.S.
CPL
1 NEAP
2 HEAP
MO51 HYPPALICALLY DEMOTE HEAPS
HEAD # GPM PrE5SUM DEQ' P AT STET
H,12 13 47,18
1-1.4 & H3 18 52,2
0
ITC50-14
0
C;�C�O-12
O
E49-16
PELIA3LE Model PFC30PFC30 Concealed Pendent Sprinkler
6 K. 155F`, 3/ 8" Orifice, Maximum Spacing 14'x14'
Sprinkler head demand: 10 gpm @ 11.11
PELIPPLE Model PFC30PFC30 Concealed Pendent Sprinkler
- - - 2 K-3, 155F', 3/ 8" Orifice, Maximum Spacing 12'x12'
Sprinkler head demaid: 9 gpm ' 9
PELIAI3LE Model FC49PFC49 Concealed Pendent Sprinkler
14 K-4.9, 155F°, 3/ 8! Orifice, Maximum 5pacing 16'x16'
Sprinkler head demand: 13 gpm @ 7,04
THIS 5UGGE5IEP LAYOUT 1513A5117 UPON INTONATION PPOVIDED FY OTHEPS,
CHANGES IN CONSTPUCTION Ot; FIELD CONDITIONS MAY OCCUP WHICH MAY
PEQUIPE CHANGES TO THE LAYOUT, IT 15 THE PESPONSIPILITY OF THE INS -FPI -LEP
TO NOTIFY APEX DESIGN SERVICES OF SUCH CHANGES.
CONCFA,tn Af7AP1Ef; MI -TING MOUN11NG 12�11Al.
NFPA Iib 11A13L7,5, .5
NF A I5P 0.05.-15191:11N
Fl:' I;�QUI MN15
n1511ANCFS TOM I-EA1 SOUPC-S
14.1.5.
8.6,3
ANP
NTS
SPPINKLEPS SHALL NOT [3E ITQUIMP IN CLOTI
PANTIES THAT MEET ALL OF TIE FOLLOWING CONnI110N5:
(I) THE AI?EA OF 11T SPACE Pas NOV EXCEEf7 24
(2) TIS LEAST f7IMENSION 170E5 NOT EXCEEC7 3 FT
(3) TI -E WALL5 ANIS CEILINGS AIT 5U1MACEf7 WITH
LIMITEP-COMPUME MAMMALS A5 PEFINEP IN
TYPE5 OF PULPING CONSTPLICTlON,
i 9 8
S CLOSETS,
Ff2 (Z2
(0,9 M)
NONCOMC3U511PLE
NFPA 220,
LINEN CLOSETS,
M2) .
,
O1:
5fANnAPP ON
a s "
SCALE:
1/ 4!' - l'-0"
�.,
..,_1.
NOAH EAKMAN
9
HEAP 50UPCE
OFPINALN
TEMP
IN,
INTEPMEC7IATE
TEMP
IN,
rnonx EP i
SIr7E OF FIREPLACE
36"
12"
MWiMU M cur LENGTH Of PI
MI NIM, MAXIMUM CUTLENGm
Of pig i2 ,
FPONf OF FIMPLACE
60"
36"
WOOP 13UPNING STOVE
42"
12"
war N MANGE
18"
9'
WALL OVEN
18"
9"
ITOFEX ME
N01 AIC? FLUES
18"
9"
5Pt /VAMP
I'EAT PLICf5
18"
9"ir
Ly
0
,—UNINSULATEn
,fir
"I
ii,
UNINSULA1EP HOT WATEk PIPES
12"
6"
SIbE OF NOf AIP r71FFU5EP.
Z4��
12"
\
�
-
FI:ONf OF Hof AIP PIFFUSEP
36"
18"
-
GLO
CLO
12,6 SQ, FT
,,,
\
q 0
25.8 SQ, Ff
o
K,
12 SQ, FT
HOT WAV I EA7EC;
6"
3"
FIELt7 VERIFY FINI51 DC7
FUC NACE
6"
3��
' CEILING MATERIAL
TO PETEPMINE MOUNTING
I IGHf 171MEN5ION
OW -250W LIGHT FIXTUM
6"
3"
5PPINKLEP Maar 5PPINKLEk ITQUl -t 5PPINKLEC; NOf I;EQUI1 n
250W -499W LIGHT FIXTURE
12"
6"
Without Comments
As Noteo in Rei
Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Burez:u for conformance with current City
:z<<.ndards. Accepuinci is subject to errors and
missions which do r ut ?orize violations of adopted,
:•ti,r:dards and ord'nrinces. The responsibility for the
: r equacy of des n ;,<; _ rotal1y with the designer.
Additions, detertior :ons to rhes drawings after
this date wiii void =, <;r_Li !ce and will require a
resubmitta c,'; r -. d--Fy, in ys for subsequent approv4
Final accepta:xia !s subjeci ;pieta test and Inspection
The Tukwila -Fire Prevenvcr Su; -eau.
Date: - / 5.,; f
XJ1,5A-rviI I, -el 1.
Hcdk veru -A.
Nov./ l/
2FC49-16
TUKWILA, t,A1ILA :-IRE DEPARTMENT
MEN
'" _.-_ r544Q7 and
(J: r PE.F =.;!(f No.
LCA
shut-
-pproval.
rad
�5f
LOO
0
5"
VALV,
I-I/GIIAQUAP XFFOM
AI\ 5Fi I \ KL, F F OOP
5.1 W"O N
IOc I/ 4ll-I
5COhb
LOO
0
�Io / I/ All_I i3011
COLO,?/ LINF1119F LEGFNt
FLUE LINES- PEEP TO FIXTURES ( PATH, SHOWED, ETC)
FLACK LINES- SPPINKLEP HEAP TO SPPINKLEP HEAP,
14— — 1/ 2!! PIPE 51ZE
- 1" PIPE SIZE
It> 1 I/ 4!! PIPE SIZE
IF A PIN 1513F1NG IN51A.-LW, NO MOF
THAN AN 8 P5I 191 55Ut 2t?OP A1' 26
GPM 15 tQUII t7, A 1" APOL1-0
OF 56HI,F 5 F1 5 PIN 15 FCOMMF
VK -I84-200 2FY UPFIGH1" MU51" I3
IN51/,LI12 IN A1'11C IF FUFNAa 15
L.00A'2 Ot? 1 1,0 K-2 IN. Af1C
CA-CIIA110N5 HAVE AI2 QUA'; SAfM
1'0 5UF POt1''-f A!II110NA. X11"11 \G.
v_lop; I/ 411_1 I,OII
PAID
ii0 10 Mb
TUKWILA FIRE
DESI
sJ
FIFE 5F lkKLN:'
1073147th PI W
Mukilteo, WA 98275
PH: 425-493-9680
FAX: 425-493-9717
SALES PEP:
PE5112EN11AL FIFE PPOfEC11ON SYSTEM
TUFF TYPE: 1/ 2" TO I-1/ 2" AQUAPEX
5PPINKLEP INFOPMA11ON
# OF HEAPS 11H15 SHEET -
21
# OF HEAPS THI5 J013 -
21
STATIC PPE55UPE 15-
60
oo
NZ
PIELIM, & CONST, 8-5-2015
3
4
NO,
I VISON/ 1551E
00
PROJECT #:
150805-02
COMPANY:
CONTACT:
MIKE OVEPFECK
CONTACT PHONE # :
206-787-0259
SCALE:
1/ 4!' - l'-0"
PESIGNEP 13Y:
NOAH EAKMAN
CHECKED PY:
00