HomeMy WebLinkAboutPP - 13357 35TH AVE S - PONCIN RESIDENCE - PERMITS AND PLANS13357 35TH AVE S
ASSOCIATED PERMITS
12-S-041 D11-325
RFACEtar
SITE LOCATION
CITY OF TUKWILA
FIRE DEPARTMENT
444 Andover Park East
Tukwila, WA 98188
206-575-4407
Date application
accepted:
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
**PLEASE PRINT**
PAID
FEB 27 2012
TUKWILA FIRE
caa, r7 King Co. Assessor's Tax No.:
Site Address:__ 3S 1 J. (, ILI/ t (Gc . ( Suite Number: Floor:
Tenant Name: / V 42u ConS
Property Owner's Name: G[ �(� ui)
Mailing Address: + 03'1 O cc c Qn 1 AvS. &AA/i LA / S I co b
City State Zip
New Tenant? ❑ - Yes No
CONTACT PERSON -if there are questions about th ubmittal.77 l `
Name: Z4Plkay‘L,A4t,u.s...Thc.� x077OF)Day Telephone: 1 %2 53) U7r7-s-- %Q
ompany Name: R.,1
Mailing Address: Po &x `T O , Sou -nor CS) 9633r)
E-mail Address: /l. /1 �CVYt Fax
pSZip
bet( S3 O State Q (D V9
Valuation of Project (contractor's bid price): $ LIN 0 0 >j 0 3(tv 4V1 .0i' = a.. 4 O /St . i r
Scope of Work (please provide detailed information): 1(1 S 'Rire ,1 ph/ nK
-110 /IB) Ai0 d -C1111
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 0 ORIZED : ENT.
Signature: .s Date: . n
/c2'7
Print Name: C 1)JCCJ0 Day Telephone:6:2 ) U q 7 5-1770
70
Plan Permit App.doc 5/14/10 TFD FP Form 8
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
FILE
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
POINc:41, gesriet....0‹
Type of Inspection:
Sfr< / F. Yt ,; am u,1
Address: 3 3,1-7 3S h -v S
Suite #:
Contact Person:
Special Instructions:
Phone No.:
FiApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
S I Ok
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type*
Inspector:
si I
Date:
y - -
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:
Zijx
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
a
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
lr' -- 30) $
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
���--,IA'�
.
Typ of Inspection:
/LeS s P
Address: /33 5-7 3 rues'
Suite #:
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
I) /iv -0A .e.., 1 I
rt.) .e._.4 S mi ,‘ cf_e_rj \
R< - soa30z c..I
c -c --e- Ne.Y-1-- .t4.15P
i'�
fuor
ct,v l
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: /%
5-7,
Date: 7j/ Z
Hrs.:
1
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip::
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
1
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
12L1 -
/2—
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project: ?h e. !yl v. -2 -i -ti scc, /0,-„0-4.,,f
Type of Inspection:
/'.e- Sior..z..c.ty,..- /3' i/c !'i.- ,
Address: 13 3-3-7 3 5 -Ave. S-
Suite #:
Contact Person:
11....sii-%n
Special Instructions:
Phone No.:
2S3 -
-;7?-5'`iSi
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Date: 3/7 //2.--
Sprinklers:/
Z,
iii
/
Hood & Duct:
r'.:'
Sr/3.27- rAyi c J.0" psj 9r- %......-
..."s:,-",,,-,
Pre -Fire:
fie
s:, -",,,-,%'ll ` ,osy 9c
Permits:
Occupancy Type:
a G..altc-t- --i-co/ PAS5-,e/ei ZG 7.4110.15 •h co Sc, rt.,,vhtools
svai :
Neel -i, FJ,w lea % Ws b tel/ hit
-01,1,4
/-5 G.,pi �4.- .
pa/
cam 4-v c -,,J .
Needs Shift Inspection:
Date: 3/7 //2.--
Sprinklers:/
Z,
Fire Alarm:
/
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: proS3
Date: 3/7 //2.--
Hrs.:
Z,
7/0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip::
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
• s
.. _ Fire Protection by Computer Design
A-Pex design Services, Inc.
10731 47th PI W
Mukilteo, WA
425-493-9680
Job Name : THE MONTLAKE 1 PLAN 2227 - One Head Calculation (H.3)
Building
Location : 133357 35TH AVE S. TUKWILA WA 98188
System
Contract : 120210-01
Data File : 120210-01 The Montlake 1 Plan 2227.wx1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-Pex design Services, Inc.
THE MONTLAKE 1 PLAN 2227 - One Head Calculation (H.3)
Page 1
Date 2/10/2012
HYDRAULIC DESIGN INFORMATION SHEET
Name - THE MONTLAKE 1 PLAN 2227
Location - TUKWILA WA 98188
Building - System No. -
Contractor - B&R PLUMBING Contract No. - 120210-01
Calculated By - STEPHANIE FAHEY Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
Date - 2-10-2012
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
Listed Pres. at Start Point - 17.52Psi
D
E
S
I
G
N
Gpm
MAXIMUM LISTED SPACING 18 x 18
Domestic Flow Added - 0 Gpm
Additional Flow Added - Gpm
Elevation at Highest Outlet - 116 Feet
Note:
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 47.26 At Ref Pt STR
Overhead 150 Underground 150
W Water Flow Test:
A Date of Test
T Time of Test -
E Static (Psi) - 55
R Residual (Psi) - 50
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)
N
T
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0
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0 • • N
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Fittings Used Summary
O,
CV
N
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• 00
opo
oo
(n o
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0
vaoco00
1.0
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I,- 0
N CO (0 0 0
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Kit 0
CO M 0 0
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Units Summary
Flow Summary - NFPA 2007
A-Pex design Services, Inc.
THE MONTLAKE 1 PLAN 2227 - One Head Calculation (H.3)
Page 4
Date 2/10/2012
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 55.0 50 300.0 54.973 18.0 47.261
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.3 116.0
T.22 116.0
T.23 108.0
T.24 108.0
S.1 104.0
PRV 100.0
MTR 100.0
STR 100.0
T.20 116.0
T.21 116.0
H.1 116.0
H.2 116.0
H.9 116.0
T.27 116.0
T.29 116.0
T.33 116.0
T.32 108.0
H.16 108.0
H.18 108.0
T.34 108.0
H.10 108.0
H.5 108.0
H.4 108.0
H.6 116.0
T.25 116.0
H.8 116.0
T.30 116.0
T.28 108.0
H.12 108.0
H.7 116.0
T.26 116.0
T.31 108.0
H.11 108.0
H.14 116.0
H.19 116.0
H.17 116.0
H.15 116.0
H.13 108.0
4.3
17.52
18.73
23.34
23.88
26.47
33.72
44.82
47.26
17.79
17.86
17.98
18.3
18.64
18.91
18.96
19.01
22.73
22.82
22.9
23.0
23.05
23.14
23.26
18.82
18.92
18.97
19.02
22.83
23.24
18.93
18.95
22.73
22.78
19.01
19.02
19.02
19.02
22.73
18.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex design Services, Inc.
THE MONTLAKE 1 PLAN 2227 - One Head Calculation (H.3)
Page 5
Date 2/10/2012
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.3 12.43 0.862 1 Utr 2.0 11.000 17.520 K Factor = 4.30
to 150.0 0.0 2.000 0.0
T.22 12.43 0.0929 0.0 13.000 1.208 Vel = 6.83
T.22 -5.00 0.862 2Utb 12.0 20.000 18.728
to 150.0 0.0 12.000 3.465
T.23 7.43 0.0359 0.0 32.000 1.149 Vel = 4.08
T.23 2.97 0.862 1 Utb 6.0 2.000 23.342
to 150.0 0.0 6.000 0.0
T.24 10.4 0.0668 0.0 8.000 0.534 Vel = 5.72
T.24 7.60 1.054 1T 2.44 10.000 23.876
to 150.0 0.0 2.440 1.732
S.1 18.0 0.0693 0.0 12.440 0.862 Vel = 6.62
S.1 0.0 1.054 2E 2.44 5.000 26.470
to 150.0 0.0 2.440 6.732 * Fixed Toss = 5
PRV 18.0 0.0692 0.0 7.440 0.515 Vel = 6.62
PRV 0.0 1.38 2E 9.066 50.000 33.717
to 150.0 0.0 9.066 10.000 * Fixed Toss = 10
MTR 18.0 0.0186 0.0 59.066 1.101 Vel = 3.86
MTR 0.0 1.025 1E 2.7 20.000 44.818
to 150.0 1T 6.75 10.800 0.0
STR 18.0 0.0793 1G 1.35 30.800 2.443 Vel = 7.00
0.0
18.00 47.261
H.3 5.57 0.862 1 Utr 2.0 11.000 17.520
to 150.0 0.0 2.000 0.0
T.20 5.57 0.0210 0.0 13.000 0.273
T.20 0.0 0.862 1 Utr 2.0 1.000 17.793
to 150.0 0.0 2.000 0.0
T.21 5.57 0.0210 0.0 3.000 0.063
T.21 0.0 0.862 1 Utr 2.0 4.000 17.856
to 150.0 0.0 2.000 0.0
H.1 5.57 0.0212 0.0 6.000 0.127
H.1 0.0 0.862 1 Utr 2.0 13.000 17.983
to 150.0 0.0 2.000 0.0
H.2 5.57 0.0210 0.0 15.000 0.315
H.2 0.0 0.862 1 Utr 2.0 14.000 18.298
to 150.0 0.0 2.000 0.0
11.9 5.57 0.0211 0.0 16.000 0.337
H.9 0.0 0.862 1 Utb 6.0 7.000 18.635
to 150.0 0.0 6.000 0.0
T.27 5.57 0.0210 0.0 13.000 0.273
T.27 -1.79 0.862 1 Utr 2.0 3.000 18.908
to 150.0 0.0 2.000 0.0
T.29 3.78 0.0102 0.0 5.000 0.051
T.29 0.0 0.862 1 Utr 2.0 3.000 18.959
to 150.0 0.0 2.000 0.0
T.33 3.78 0.0104 0.0 5.000 0.052
T.33 -0.46 0.862 2Utb 12.0 19.000 19.011
to 150.0 0.0 12.000 3.465
T.32 3.32 0.0081 0.0 31.000 0.250
K Factor = 2.62
Vel = 3.06
Vel = 3.06
Vel = 3.06
Vel = 3.06
Vel = 3.06
Vel = 3.06
Vel = 2.08
Vel = 2.08
Vel = 1.83
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex design Services, Inc.
THE MONTLAKE 1 PLAN 2227 - One Head Calculation (H.3)
Page 6
Date 2/10/2012
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
to
H.16
H.16
to
H.18
H.18
to
T.34
T.34
to
H.10
H.10
to
H.5
H.5
to
H.4
H.4
to
T.23
T.22
to
H.6
H.6
to
T.25
T.25
to
H.8
H.8
to
T.30
T.30
to
T.28
T.28
to
H.12
1-1.12
to
T.24
T.27
to
H.7
-0.36
2.96
0.0
2.96
0.0
2.96
0.0
2.96
0.0
2.96
0.0
2.96
0.0
2.96
0.0
2.96
5.00
5.0
0.0
5.0
-1.80
3.2
0.0
3.2
0.46
3.66
3.94
7.6
0.0
7.6
0.0
7.60
1.79
1.79
0.862
150.0
0.0066
0.862
150.0
0.0065
0.862
150.0
0.0066
0.862
150.0
0.0066
0.862
150.0
0.0065
0.862
150.0
0.0066
0.862
150.0
0.0066
0.862
150.0
0.0174
0.862
150.0
0.0172
0.862
150.0
0.0076
0.862
150.0
0.0076
0.862
150.0
0.0097
0.862
150.0
0.0375
0.862
150.0
0.0374
0.862
150.0
0.0026
1 Utr 2.0
0.0
0.0
0.0
0.0
0.0
1 Utr 2.0
0.0
0.0
1 Utr 2.0
0.0
0.0
1 Utr 2.0
0.0
0.0
1 Utr 2.0
0.0
0.0
1 Utr 2.0
0.0
0.0
1 Utr 2.0
0.0
0.0
1 Utr 2.0
0.0
0.0
1 Utr 2.0
0.0
0.0
1 Utr 2.0
0.0
0.0
2Utb 12.0
0.0
0.0
0.0
0.0
0.0
1 Utr 2.0
1 Utb 6.0
0.0
1 Utr 2.0
0.0
0.0
13.000
2.000
15.000
12.000
0.0
12.000
12.000
2.000
14.000
7.000
2.000
9.000
12.000
2.000
14.000
16.000
2.000
18.000
10.000
2.000
12.000
3.000
2.000
5.000
4.000
2.000
6.000
5.000
2.000
7.000
5.000
2.000
7.000
23.000
12.000
35.000
11.000
0.0
11.000
9.000
8.000
17.000
8.000
2.000
10.000
22.726
0.0
0.099
22.825
0.0
0.078
22.903
0.0
0.092
22.995
0.0
0.059
23.054
0.0
0.091
23.145
0.0
0.118
23.263
0.0
0.079
23.342
18.728
0.0
0.087
18.815
0.0
0.103
18.918
0.0
0.053
18.971
0.0
0.053
19.024
3.465
0.339
22.828
0.0
0.412
23.240
0.0
0.636
23.876
18.908
0.0
0.026
Vel = 1.63
Vel = 1.63
Vel = 1.63
Vel = 1.63
Vel = 1.63
Vel = 1.63
Vel = 1.63
K Factor = 0.61
Vel = 2.75
Vel = 2.75
Vel = 1.76
Vel = 1.76
Vel = 2.01
Vel = 4.18
Vel = 4.18
K Factor = 1.56
Vel = 0.98
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex design Services, Inc. Page 7
THE MONTLAKE 1 PLAN 2227 - One Head Calculation (H.3) Date 2/10/2012
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.7 0.0 0.862 1 Utr 2.0 3.000 18.934
to 150.0 0.0 2.000 0.0
T.26 1.79 0.0026 0.0 5.000 0.013 Vel = 0.98
T.26 1.79 0.862 2Utb 12.0 22.000 18.947
to 150.0 0.0 12.000 3.465
T.31 3.58 0.0093 0.0 34.000 0.316 Vel = 1.97
T.31 0.36 0.862 1 Utr 2.0 3.000 22.728
to 150.0 0.0 2.000 0.0
H.11 3.94 0.0110 0.0 5.000 0.055 Vel = 2.17
H.11 0.0 0.862 1 Utr 2.0 2.000 22.783
to 150.0 0.0 2.000 0.0
T.28 3.94 0.0112 0.0 4.000 0.045 Vel = 2.17
0.0
3.94 22.828 K Factor = 0.82
T.25 1.80 0.862 1 Utb 6.0 5.000 18.918
to 150.0 0.0 6.000 0.0
T.26 1.8 0.0026 0.0 11.000 0.029 Vel = 0.99
0.0
1.80 18.947 K Factor = 0.41
T.33 0.46 0.862 1 Utr 2.0 2.000 19.011
to 150.0 0.0 2.000 0.0
H.14 0.46 0.0002 0.0 4.000 0.001 Vel = 0.25
H.14 0.0 0.862 1 Utr 2.0 16.000 19.012
to 150.0 0.0 2.000 0.0
H.19 0.46 0.0002 0.0 18.000 0.003 Vel = 0.25
H.19 0.0 0.862 0.0 11.000 19.015
to 150.0 0.0 0.0 0.0
H.17 0.46 0.0003 0.0 11.000 0.003 Vel = 0.25
H.17 0.0 0.862 1 Utr 2.0 22.000 19.018
to 150.0 0.0 2.000 0.0
H.15 0.46 0.0002 0.0 24.000 0.005 Vel = 0.25
1-1.15 0.0 0.862 1 Utr 2.0 5.000 19.023
to 150.0 0.0 2.000 0.0
T.30 0.46 0.0.001 0.0 7.000 0.001 Vel = 0.25
0.0
0.46 19.024 K Factor = 0.11
T.32 0.36 0.862 1 Utr 2.0 5.000 22.726
to 150.0 0.0 2.000 0.0
H.13 0.36 0.0001 0.0 7.000 0.001 Vel = 0.20
1-1.13 0.0 0.862 1 Utr 2.0 3.000 22.727
to 150.0 0.0 2.000 0.0
T.31 0.36 0.0002 0.0 5.000 0.001 Vel = 0.20
0.0
0.36 22.728 K Factor = 0.08
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
. Fire Protection by Computer Design
A-Pex design Services, Inc.
10731 47th PI W
Mukilteo, WA
425-493-9680
Job Name : THE MONTLAKE 1 PLAN 2227 - Two Head Calculation (H.17 & H.14)
Building
Location : 133357 35TH AVE S. TUKWILA WA 98188
System
Contract : 120210-01
Data File : 120210-01 The Montlake 1 Plan 2227.wx2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-Pex design Services, Inc.
THE MONTLAKE 1 PLAN 2227 - Two Head Calculation (H.17 & H.14)
HYDRAULIC DESIGN INFORMATION SHEET
Name - THE MONTLAKE 1 PLAN 2227
Location - TUKWILA WA 98188
Building -
Contractor - B&R PLUMBING
Calculated By - STEPHANIE FAHEY
Construction: (X) Combustible ( )
OCCUPANCY - RESIDENTIAL
Page 1
Date 2/10/2012
Date - 2-10-2012
System No. -
Contract No. - 120210-01
Drawing No. -
Non -Combustible Ceiling Height
S Type of Calculation: ( )NFPA 13 Residential
Y Number of Sprinklers Flowing: ( )1 (X)2
S ( )Other
T ( )Specific Ruling
E
M Listed Flow at Start Point - 13
Listed Pres. at Start Point - 9.14 Psi
D MAXIMUM LISTED SPACING 16xx 16
E Domestic Flow Added -
S
I
G
N
Additional Flow Added
Elevation at Highest Outlet - 116
Note:
Calculation
Summary
Gpm Required 26.1979
C -Factor Used:
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 55
R Residual (Psi)- 50
Flow (Gpm) -0
100
S Elevation
P
P
L
Y
Location:
Source of Information:
( )NFPA 13R
( )4 ( )
(X)NFPA 13D
Made by Date
Gpm
Gpm
Gpm
Feet
System Type
(X) We) Deluget ( Dry
( ) PreAction
Sprinkler or Nozzle
Make RELIABLE Model RFC43
Size 3/8 K -Factor 4.3
Temperature Rating 155
Psi Required 45.71
Overhead 150
Pump Data:
Rated Cap.
@ Psi
Elev.
Other
At Ref Pt STR
Underground 150
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Units Summary
Fiow Summary - NFPA 2007
A-Pex design Services, Inc.
THE MONTLAKE 1 PLAN 2227 - Two Head Calculation (H.17 & H.14)
Page 4
Date 2/10/2012
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 55.0 50 300.0 54.945 26.2 45.712
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.17 116.0
H.15 116.0
T.30 116.0
T.28 108.0
H.12 108.0
T.24 108.0
S.1 104.0
PRV 100.0
MTR 100.0
STR 100.0
H.19 116.0
H.14 116.0
T.33 116.0
T.32 108.0
H.16 108.0
H.18 108.0
T.34 108.0
H.10 108.0
H.5 108.0
H.4 108.0
T.23 108.0
T.29 116.0
T.27 116.0
H.7 116.0
T.26 116.0
T.31 108.0
H.11 108.0
H.9 116.0
H.2 116.0
H.1 116.0
T.21 116.0
T.20 116.0
H.3 116.0
T.22 116.0
H.8 116.0
T.25 116.0
H.6 116.0
H.13 108.0
4.3 9.14 13.0
10.46
10.84
15.02
15.95
17.39
20.85
28.62
40.82
45.71
9.25
4.3 9.42 13.2
10.07
14.72
14.99
15.21
15.46
15.62
15.88
16.2
16.42
10.34
10.6
10.84
10.95
14.78
14.91
10.71
10.84
10.96
11.01
11.04
11.14
11.25
10.91
10.99
11.13
14.75
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex design Services, Inc.
THE MONTLAKE 1 PLAN 2227 - Two Head Calculation (H.17 & H.14)
Page 5
Date 2/10/2012
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.17 9.34 0.862 1 Utr 2.0 22.000 9.140 K Factor = 4.30
to 150.0 0.0 2.000 0.0
H.15 9.34 0.0548 0.0 24.000 1.315 Vel = 5.13
H.15 0.0 0.862 1 Utr 2.0 5.000 10.455
to 150.0 0.0 2.000 0.0
T.30 9.34 0.0547 0.0 7.000 0.383 Vel = 5.13
T.30 -3.86 0.862 2Utb 12.0 23.000 10.838
to 150.0 0.0 12.000 3.465
T.28 5.48 0.0204 0.0 35.000 0.715 Vel = 3.01
T.28 6.36 0.862 0.0 11.000 15.018
to 150.0 0.0 0.0 0.0
H.12 11.84 0.0848 0.0 11.000 0.933 Vel = 6.51
H.12 0.0 0.862 1 Utr 2.0 9.000 15.951
to 150.0 1 Utb 6.0 8.000 0.0
T.24 11.84 0.0849 0.0 17.000 1.443 Vel = 6.51
T.24 14.36 1.054 1T 2.44 10.000 17.394
to 150.0 0.0 2.440 1.732
S.1 26.2 0.1387 0.0 12.440 1.725 Vel = 9.63
S.1 0.0 1.054 2E 2.44 5.000 20.851
to 150.0 0.0 2.440 6.732 * Fixed Toss = 5
PRV 26.2 0.1387 0.0 7.440 1.032 Vel = 9.63
PRV 0.0 1.38 2E 9.066 50.000 28.615
to 150.0 0.0 9.066 10.000
MTR 26.2 0.0373 0.0 59.066 2.205
MTR 0.0 1.025 1E 2.7 20.000 40.820
to 150.0 1T 6.75 10.800 0.0
STR 26.2 0.1588 1G 1.35 30.800 4.892 Vel = 10.19
0.0
26.20 45.712
H.17 3.66 0.862 0.0 11.000 9.140
to 150.0 0.0 0.0 0.0
H.19 3.66 0.0096 0.0 11.000 0.106 Vel = 2.01
H.19 0.0 0.862 1 Utr 2.0 16.000 9.246
to 150.0 0.0 2.000 0.0
H.14 3.66 0.0097 0.0 18.000 0.175 Vel = 2.01
H.14 13.20 0.862 1 Utr 2.0 2.000 9.421 K Factor = 4.30
to 150.0 0.0 2.000 0.0
T.33 16.86 0.1632 0.0 4.000 0.653 Vel = 9.27
T.33 -9.19 0.862 2Utb 12.0 19.000 10.074
to 150.0 0.0 12.000 3.465
T.32 7.67 0.0380 0.0 31.000 1.178 Vel = 4.22
T.32 -2.53 0.862 1 Utr 2.0 13.000 14.717
to 150.0 0.0 2.000 0.0
H.16 5.14 0.0181 0.0 15.000 0.272 Vel = 2.83
H.16 0.0 0.862 0.0 12.000 14.989
to 150.0 0.0 0.0 0.0
H.18 5.14 0.0182 0.0 12.000 0.218 Vel = 2.83
H.18 0.0 0.862 1 Utr 2.0 12.000 15.207
to 150.0 0.0 2.000 0.0
T.34 5.14 0.0181 0.0 14.000 0.254 Vel = 2.83
* Fixed Toss = 10
Vel = 5.62
K Factor = 3.88
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex design Services, Inc.
THE MONTLAKE 1 PLAN 2227 - Two Head Calculation (H.17 & H.14)
Page 6
Date 2/10/2012
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 0.0 0.862 1 Utr 2.0 7.000 15.461
to 150.0 0.0 2.000 0.0
H.10 5.14 0.0181 0.0 9.000 0.163
H.10 0.0 0.862 1 Utr 2.0 12.000 15.624
to 150.0 0.0 2.000 0.0
H.5 5.14 0.0181 0.0 14.000 0.254
H.5 0.0 0.862 1 Utr 2.0 16.000 15.878
to 150.0 0.0 2.000 0.0
H.4 5.14 0.0182 0.0 18.000 0.327
H.4 0.0 0.862 1 Utr 2.0 10.000 16.205
to 150.0 0.0 2.000 0.0
T.23 5.14 0.0182 0.0 12.000 0.218
T.23 9.22 0.862 1 Utb 6.0 2.000 16.423
to 150.0 0.0 6.000 0.0
T.24 14.36 0.1214 0.0 8.000 0.971
0.0
14.36 17.394
T.33 9.19 0.862 1 Utr 2.0 3.000 10.074
to 150.0 0.0 2.000 0.0
T.29 9.19 0.0530 0.0 5.000 0.265
T.29 0.0 0.862 1 Utr 2.0 3.000 10.339
to 150.0 0.0 2.000 0.0
T.27 9.19 0.0532 0.0 5.000 0.266
T.27 -3.33 0.862 1 Utr 2.0 8.000 10.605
to 150.0 0.0 2.000 0.0
H.7 5.86 0.0232 0.0 10.000 0.232
H.7 0.0 0.862 1 Utr 2.0 3.000 10.837
to 150.0 0.0 2.000 0.0
T.26 5.86 0.0230 0.0 5.000 0.115
T.26 -2.03 0.862 2Utb 12.0 22.000 10.952
to 150.0 0.0 12.000 3.465
T.31 3.83 0.0106 0.0 34.000 0.359
T.31 2.53 0.862 1 Utr 2.0 3.000 14.776
to 150.0 0.0 2.000 0.0
H.11 6.36 0.0268 0.0 5.000 0.134
H.11 0.0 0.862 1 Utr 2.0 2.000 14.910
to 150.0 0.0 2.000 0.0
T.28 6.36 0.0270 0.0 4.000 0.108
0.0
6.36 15.018
T.27 3.32 0.862 1 Utb 6.0 7.000 10.605
to 150.0 0.0 6.000 0.0
H.9 3.32 0.0082 0.0 13.000 0.106
H.9 0.0 0.862 1Utr 2.0 14.000 10.711
to 150.0 0.0 2.000 0.0
H.2 3.32 0.0081 0.0 16.000 0.129
H.2 0.0 0.862 1 Utr 2.0 13.000 10.840
to 150.0 0.0 2.000 0.0
H.1 3.32 0.0081 0.0 15.000 0.122
Vel = 2.83
Vel = 2.83
Vel = 2.83
Vel = 2.83
Vel = 7.89
K Factor = 3.44
Vel = 5.05
Vel = 5.05
Vel = 3.22
Vel = 3.22
Vel = 2.11
Vel = 3.50
Vel = 3.50
K Factor = 1.64
Vel = 1.83
Vel = 1.83
Vel = 1.83
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex design Services, Inc.
THE MONTLAKE 1 PLAN 2227 - Two Head Calculation (H.17 & H.14)
Page 7
Date 2/10/2012
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.1 0.0 0.862 1 Utr 2.0 4.000 10.962
to 150.0 0.0 2.000 0.0
T.21 3.32 0.0082 0.0 6.000 0.049
T.21 0.0 0.862 1 Utr 2.0 1.000 11.011
to 150.0 0.0 2.000 0.0
T.20 3.32 0.0080 0.0 3.000 0.024
T.20 0.0 0.862 1 Utr 2.0 11.000 11.035
to 150.0 0.0 2.000 0.0
H.3 3.32 0.0081 0.0 13.000 0.105
H.3 0.0 0.862 1 Utr 2.0 11.000 11.140
to 150.0 0.0 2.000 0.0
T.22 3.32 0.0082 0.0 13.000 0.106
T.22 5.90 0.862 2Utb 12.0 20.000 11.246
to 150.0 0.0 12.000 3.465
T.23 9.22 0.0535 0.0 32.000 1.712
0.0
9.22 16.423
T.30 3.86 0.862 1 Utr 2.0 5.000 10.838
to 150.0 0.0 2.000 0.0
H.8 3.86 0.0107 0.0 7.000 0.075
H.8 0.0 0.862 1 Utr 2.0 5.000 10.913
to 150.0 0.0 2.000 0.0
T.25 3.86 0.0107 0.0 7.000 0.075
T.25 2.04 0.862 1 Utr 2.0 4.000 10.988
to 150.0 0.0 2.000 0.0
H.6 5.9 0.0235 0.0 6.000 0.141
H.6 0.0 0.862 1 Utr 2.0 3.000 11.129
to 150.0 0.0 2.000 0.0
T.22 5.9 0.0234 0.0 5.000 0.117
0.0
5.90 11.246
T.26 2.03 0.862 1 Utb 6.0 5.000 10.952
to 150.0 0.0 6.000 0.0
T.25 2.03 0.0033 0.0 11.000 0.036
0.0
2.03 10.988
T.32 2.53 0.862 1 Utr 2.0 5.000 14.717
to 150.0 0.0 2.000 0.0
H.13 2.53 0.0049 0.0 7.000 0.034
H.13 0.0 0.862 1 Utr 2.0 3.000 14.751
to 150.0 0.0 2.000 0.0
T.31 2.53 0.0050 0.0 5.000 0.025
0.0
2.53
Vel = 1.83
Vel = 1.83
Vel = 1.83
Vel = 1.83
Vel = 5.07
K Factor = 2.28
Vel = 2.12
Vel = 2.12
Vel = 3.24
Vel = 3.24
K Factor = 1.76
Vel = 1.12
K Factor = 0.61
Vel = 1.39
Vel = 1.39
14.776 K Factor = 0.66
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SUPPLY:
STA11C P51: 55
155I12UAL P51: 50
FLOW GPM: 300
i) (i
5' OF 1-1 / 4" AQUAPFX FR'OM THE PIN TO 5.1
50' OF I-1/ 4" POLY F\OM 1NE MFTFP—
I" METER'
20' OF I" COPPER' FPOM T{'F 5TR'FFT
WA1";I;
N.T.5.
I-1/ 4" PIN
3t1�AIL
I NEAP
2 HEA2
MOST HYPR'AULICALLY 1 MO1HFA125
HFAP
H.3
H.17 & H.14
GPM PR'E55U1:E 1?EQ' P AT 51158
18 47.26
26 45.71
4X C>
Q' --O" LQN0
6.5.3 A warning sign, with minimum % inch letters, shall be affixed
adjacent to the main shutoff valve and shall state the following:
WARNING: The water system for this home supplies fire sprinklers
that require certain flows and pressures to fight a fire. Devices
that restrict the flow or decrease the pressure or automatically
shut off the water to the fire sprinkler system, such as water
softeners, filtration systems, and automatic shut-off valves, shall
not be added to this system without a review of the fire sprinkler
system by a fire protection specialist. Do not remove this sign.
1i IN
COkkI Cf10k5
Pi
Cl Without Comments
As Noted in Red
O Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
f evention Bureau for conformance with current City
(:dards. Acceptance is subiecc to errors and
0,0;ssions which co not authorize violations of adopted
ndards and ordinances. The responsibility for the
adeouacy of design reR.5 tot31y with the designer.
Additions; deietior a , pr : evlsiens to these drawings after
this d to will void this ;3. cceptance and will require a
resu`rnittai of reviser drawings for subsequent approval.
Final acceptance is subject to field test and inspection by
The Tukwila Firs: Prevention Bureau.
Date: )--).-S 'J By: � (
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give this Fire Ped l l ft No.
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130Th ONF- ANP TWO- NEAP FLOW CALCULATIONS. HOWFVFP, UPONOP ONLY PFQUIP.SS A
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PAID
A4s.s°
FEB 27 2012
TI I KW�I A—IMP
MII E 5P11IkKL
1073147th PI W
Mukilteo, WA 98275
PH: 425-493-9680
FAX: 425-493-9717
5ALF5 PEP:
PF5119EN11AL FIR'S PP0TEC110N SY5TFM
11J13TYP: 1/ 2 - 3/ 4" -1" AQUAPFX
SPR'INKLFR' INFOPMA11ON
• OF HFAP511.115 5HFFT - 19
# OF HFA25 THIS JOC3 - 19
STATIC PP.FSSUP.F 15-
1
2
4
N
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<-1
NZ
55
PPFLIM. & CONST. 2-10-2012
KEVISON/ I551IF I PATE
POJFCT # :
120210-01
A1.LIANC5 IP#:
COMPANY:
13&P PLUMC3ING
CONTACT:
FICK HOWAP.P
CONTACT PHONF
255-847-5770
SCALP:
1/ 4" - l'-0"
PFSIGNFP f3Y:
STFPHANIF FANFY
CHFCKFP 13Y:
KAP.5N 13AI3l3
CFPTIFICATION #:
109-04-2130
00