HomeMy WebLinkAboutPP - 13306 56TH AVE S - HIGH COUNTRY HOMES / LOT 1 RESIDENCE - PERMITS AND PLANS13306 56TH AVE S
ASSOCIATED PERMITS
D12-372 13-5-149
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with p nit
Q /2-372_
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
4 Duh fey
Ad re :
Suite #:13 30 6 4,44
/44., 5
Special Instructions:
Type of Inspection: D ��
c gtf
Contac Person:
Phone No.:
FApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Its - s5
8ucf '7L L. 0 / /Jo
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:7f �' 67-
Date: X443
HIrs.:
$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
3
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with • ermit
Pose'
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Projgct:%
1 i 4 cGLAHif J.-ame:5 /®f'
Type of Inspe ion: F)(r
_r i iCfe fcJ U�" i n� (
Addressi4ii
Suite #: /33c‘ s-ei-4 /4V
tact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
q 1-1; 4 C4 / eGn'j y1/`e % - C9it
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspect
: ,cf PI/ cli
Date: /c,,4
//
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
6/11/10
T.F,D. Form F.P. 113
A-Pex Design Services, Inc. -EP
10731 47th PI W
Mukilteo, WA 98275
425-493-9680
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Data File
: HIGH COUNTRY HOMES TUKWILLA LOT 1 - One Head Calculation (H.27)
: 13306 56TH AVE S TUKWILLA WA
: 121218-04
: 121218-04 HIGH COUNTRY HOMES TUKWILLA LOT 1.wx1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-Pex Design Services, Inc. -EP Page 1
HIGH COUNTRY HOMES TUKWILLA LOT 1 - One Head Calculation (H.27) Date 12/18/2012
HYDRAULIC DESIGN INFORMATION SHEET
Name - HIGH COUNTRY HOMES TUKWILLA LOT 1
Location - TUKWILLA WA
Building - System No. -
Contractor - RAINIER VIEW ROOTER Contract No. - 121218-04
Calculated By - KAREN BABB Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
Date - 12-18-2012
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 - 18 Gpm
Listed Pres. at Start Point - 13.5 Psi
D MAXIMUM LISTED SPACING 18 x 18
E Domestic Flow Added - 0 Gpm
S Additional Flow Added - Gpm
I Elevation at Highest Outlet - 116 Feet
G Note:
N
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Make SENJU SPRINKLER Model RC -RES
Size 7/16 K -Factor 4.9
Temperature Rating 155
Calculation Gpm Required 18
Summary C -Factor Used:
Psi Required 62.93 At Ref Pt STR
Overhead 150 Underground 150
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 90
R Residual (Psi) - 85
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)
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Units Summary
Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP Page 4
HIGH COUNTRY HOMES TUKWILLA LOT 1 - One Head Calculation (H.27) Date 12/18/2012
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 90.0 85 300.0 89.973 18.0 62.928
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.27 116.0
H.20 116.0
T.44 116.0
H.8 116.0
T.37 116.0
T.34 116.0
T.35 116.0
T.33 108.0
H.12 108.0
H.19 108.0
H.21 108.0
H.22 108.0
H.26 108.0
T.50 108.0
T.48 108.0
T.47 108.0
S.1 104.0
PRV 100.0
MTR 100.0
STR 100.0
H.25 116.0
H.29 116.0
T.51 116.0
T.46 116.0
H.24 116.0
H.17 116.0
T.43 116.0
T.49 116.0
T.45 108.0
H.9 116.0
T.38 116.0
H.7 116.0
T.39 116.0
H.5 116.0
T.30 116.0
T.36 116.0
T.32 108.0
H.4 108.0
T.31 108.0
H.11 108.0
H.23 108.0
H.2 116.0
4.9
13.5
14.51
14.8
15.67
15.91
16.05
16.27
20.22
20.27
20.34
20.38
20.45
20.52
20.58
20.8
20.99
27.5
40.59
56.13
62.93
13.93
15.13
15.83
16.54
15.95
16.13
16.24
16.6
20.72
16.05
16.1
16.11
16.19
16.2
16.22
16.39
20.24
20.27
20.28
20.53
20.67
16.07
18.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP
HIGH COUNTRY HOMES TUKWILLA LOT 1 - One Head Calculation (H.27)
Page 5
Date 12/18/2012
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.3
T.40
T.41
H.13
H.16
H.1
H.6
H.15
T.42
H.14
H.18
H.28
116.0
116.0
116.0
116.0
116.0
108.0
108.0
108.0
108.0
108.0
108.0
108.0
16.19
16.19
16.2
16.21
16.24
20.24
20.26
20.33
20.35
20.37
20.41
20.52
Computer Programs by Hydrated Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
HIGH COUNTRY HOMES TUKWILLA LOT 1 - One Head Calculation (H.27)
Page 6
Date 12/18/2012
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.27 8.72 0.862 1 Utr 2.0 19.000 13.500
to 150.0 0.0 2.000 0.0
H.20 8.72 0.0482 0.0 21.000 1.012
K Factor = 4.90
Vel = 4.79
H.20 0.0 0.862 1 Utr 2.0 4.000 14.512
to 150.0 0.0 2.000 0.0
T.44 8.72 0.0483 0.0 6.000 0.290
Vel = 4.79
T.44 0.0 0.862 1 Utr 2.0 16.000 14.802
to 150.0 0.0 2.000 0.0
H.8 8.72 0.0482 0.0 18.000 0.867
Vel = 4.79
H.8
to
T.37
0.0
8.72
0.862
150.0
0.0482
1 Utr 2.0
0.0
0.0
3.000
2.000
5.000
15.669
0.0
0.241
Vel = 4.79
T.37
to
T.34
-2.30
6.42
0.862
150.0
0.0274
1 Utr 2.0
0.0
0.0
3.000
2.000
5.000
15.910
0.0
0.137
Vel = 3.53
T.34
to
T.35
-2.39
4.03
0.862
150.0
0.0116
1 Utb 17.0
0.0
0.0
5.000
14.000
19.000
16.047
0.0
0.220
Vel = 2.22
T.35
to
T.33
0.0
4.03
0.862
150.0
0.0116
1 Utb
1 UeI
17.0
11.0
0.0
16.000
26.000
42.000
16.267
3.465
0.487
Vel = 2.22
T.33
to
H.12
-1.72
2.31
0.862
150.0
0.0041
1 Utr 2.0
0.0
0.0
10.000
2.000
12.000
20.219
0.0
0.049
Vel = 1.27
H.12
to
H.19
0.0
2.31
0.862
150.0
0.0041
1 Utr 2.0
0.0
0.0
16.000
2.000
18.000
20.268
0.0
0.074
Vel = 1.27
H.19
to
H.21
0.0
2.31
0.862
150.0
0.0041
1 Utr 2.0
0.0
0.0
7.000
2.000
9.000
20.342
0.0
0.037
Vel = 1.27
H.21
to
H.22
0.0
2.31
0.862
150.0
0.0041
1 Uel 11.0
0.0
0.0
5.000
12.000
17.000
20.379
0.0
0.070
Vel = 1.27
H.22
to
H.26
0.0
2.31
0.862
150.0
0.0041
1 Utr 2.0
0.0
0.0
15.000
2.000
17.000
20.449
0.0
0.070
Vel = 1.27
H.26
to
T.50
0.0
2.31
0.862
150.0
0.0041
1 Utr 2.0
0.0
0.0
12.000
2.000
14.000
20.519
0.0
0.058
Vel = 1.27
T.50
to
T.48
2.18
4.49
0.862
150.0
0.0142
1 Utb 17.0
0.0
0.0
2.000
14.000
16.000
20.577
0.0
0.227
Vel = 2.47
T.48
to
T.47
5.64
10.13
0.862
150.0
0.0633
1 Utr 2.0
0.0
0.0
1.000
2.000
3.000
20.804
0.0
0.190
Vel = 5.57
T.47 7.87 0.862 1T 7.528 9.000 20.994
to 150.0 1 Utb 17.0 16.904 1.732
S.1 18.0 0.1845 0.0 25.904 4.779
Vel = 9.90
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
HIGH COUNTRY HOMES TUKWILLA LOT 1 - One Head Calculation (H.27)
Page 7
Date 12/18/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes
S.1 0.0 0.862 2E 7.528 5.000 27.505
to 150.0 0.0 2.323 11.732
PRV 18.0 0.1845 0.0 7.323 1.351
* Fixed Toss = 10
Vel = 9.90
PRV 0.0 1.61 2E 12.089 50.000 40.588
to 150.0 0.0 12.089 15.000
MTR 18.0 0.0088 0.0 62.089 0.546
* Fixed loss = 15
Vel = 2.84
MTR 0.0 0.785 1E 2.387 15.000 56.134
to 150.0 1T 4.773 8.353 0.0
STR 18.0 0.2909 1G 1.193 23.353 6.794 Vel = 11.93
0.0
18.00 62.928 K Factor = 2.27
H.27 9.29 0.862 1 Utr 2.0 6.000 13.500
to 150.0 0.0 2.000 0.0
H.25 9.29 0.0542 0.0 8.000 0.434 Vel = 5.11
H.25 0.0 0.862 1 UeI 11.0 10.000 13.934
to 150.0 0.0 12.000 0.0
H.29 9.29 0.0542 0.0 22.000 1.192 Vel = 5.11
H.29 0.0 0.862 0.0 13.000 15.126
to 150.0 0.0 0.0 0.0
T.51 9.29 0.0542 0.0 13.000 0.705 Vel = 5.11
T.51 -3.65 0.862 1 UeI 11.0 7.000 15.831
to 150.0 1 Utb 17.0 26.000 0.0
T.46 5.64 0.0215 0.0 33.000 0.711 Vel = 3.10
T.46 0.0 0.862 1 Utb 17.0 23.000 16.542
to 150.0 0.0 14.000 3.465
T.48 5.64 0.0215 0.0 37.000 0.797 Vel = 3.10
0.0
5.64 20.804 K Factor = 1.24
T.51 3.65 0.862 1 Utr 2.0 10.000 15.831
to 150.0 0.0 2.000 0.0
H.24 3.65 0.0096 0.0 12.000 0.115 Vel = 2.01
H.24 0.0 0.862 1 Utr 2.0 17.000 15.946
to 150.0 0.0 2.000 0.0
H.17 3.65 0.0096 0.0 19.000 0.183 Vel = 2.01
H.17 0.0 0.862 1 Utr 2.0 10.000 16.129
to 150.0 0.0 2.000 0.0
T.43 3.65 0.0096 0.0 12.000 0.115 Vel = 2.01
T.43 0.97 0.862 1 Utb 17.0 10.000 16.244
to 150.0 0.0 14.000 0.0
T.49 4.62 0.0149 0.0 24.000 0.358 Vel = 2.54
T.49 0.0 0.862 1 Utb 17.0 18.000 16.602
to 150.0 1 UeI 11.0 26.000 3.465
T.45 4.62 0.0149 0.0 44.000 0.657 Vel = 2.54
T.45 3.25 0.862 1 Utr 2.0 4.786 20.724
to 150.0 0.0 2.000 0.0
T.47 7.87 0.0398 0.0 6.786 0.270 Vel = 4.33
0.0
7.87 20.994 K Factor = 1.72
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
HIGH COUNTRY HOMES TUKWILLA LOT 1 - One Head Calculation (H.27)
Page 8
Date 12/18/2012
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.37 2.30 0.862 1 Utr 2.0 17.000 15.910
to 150.0 1 Utb 17.0 16.000 0.0
H.9 2.3 0.0041 0.0 33.000 0.136
Vel = 1.26
H.9 0.0 0.862 1 Utr 2.0 11.000 16.046
to 150.0 0.0 2.000 0.0
T.38 2.3 0.0041 0.0 13.000 0.053
Vel = 1.26
T.38 0.0 0.862 1 Utr 2.0 2.000 16.099
to 150.0 0.0 2.000 0.0
H.7 2.3 0.0040 0.0 4.000 0.016
Vel = 1.26
H.7 0.0 0.862 1 Utb 17.0 4.000 16.115
to 150.0 0.0 14.000 0.0
T.39 2.3 0.0041 0.0 18.000 0.074
Vel = 1.26
T.39 -0.98 0.862 1 Utr 2.0 7.000 16.189
to 150.0 0.0 2.000 0.0
H.5 1.32 0.0014 0.0 9.000 0.013
Vel = 0.73
H.5 0.0 0.862 1 Utr 2.0 11.000 16.202
to 150.0 0.0 2.000 0.0
T.30 1.32 0.0015 0.0 13.000 0.020
Vel = 0.73
T.30 2.39 0.862 1 Utb 17.0 3.000 16.222
to 150.0 0.0 14.000 0.0
T.36 3.71 0.0099 0.0 17.000 0.168
Vel = 2.04
T.36 0.0 0.862 1 Utb 17.0 13.000 16.390
to 150.0 1 UeI 11.0 26.000 3.465
T.32 3.71 0.0099 0.0 39.000 0.386
Vel = 2.04
T.32 -2.19 0.862 1 Utr 2.0 14.000 20.241
to 150.0 0.0 2.000 0.0
H.4 1.52 0.0019 0.0 16.000 0.031
Vel = 0.84
H.4 0.0 0.862 1 Utr 2.0 3.000 20.272
to 150.0 0.0 2.000 0.0
T.31 1.52 0.0018 0.0 5.000 0.009
Vel = 0.84
T.31 1.73 0.862 1 Utr 2.0 16.000 20.281
to 150.0 1 Utb 17.0 16.000 0.0
H.11 3.25 0.0078 0.0 32.000 0.249
Vel = 1.79
H.11 0.0 0.862 1 Utr 2.0 16.000 20.530
to 150.0 0.0 2.000 0.0
H.23 3.25 0.0077 0.0 18.000 0.139
Vel = 1.79
H.23 0.0 0.862 1 Utr 2.0 5.000 20.669
to 150.0 0.0 2.000 0.0
T.45 3.25 0.0079 0.0 7.000 0.055
Vel = 1.79
0.0
3.25
20.724 K Factor = 0.71
T.34 2.38 0.862 1 Utr 2.0 3.000 16.047
to 150.0 0.0 2.000 0.0
H.2 2.38 0.0044 0.0 5.000 0.022
Vel = 1.31
H.2 0.0 0.862 1 UeI 11.0 15.000 16.069
to 150.0 0.0 12.000 0.0
H.3 2.38 0.0044 0.0 27.000 0.118
Vel = 1.31
H.3 0.0 0.862 1 Utr 2.0 6.000 16.187
to 150.0 0.0 2.000 0.0
T.30 2.38 0.0044 0.0 8.000 0.035
Vel = 1.31
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final,Calculations - Hazen -Williams
A-Pex Design Services, Inc. -EP
HIGH COUNTRY HOMES TUKWILLA LOT 1 - One Head Calculation (H.27)
Page 9
Date 12/18/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes
0.0
2.38
16.222 K Factor = 0.59
T.39 0.98 0.862 1 Utr 2.0 1.000 16.189
to 150.0 0.0 2.000 0.0
T.40 0.98 0.0010 0.0 3.000 0.003
Vel = 0.54
T.40 0.0 0.862 1 Utr 2.0 4.000 16.192
to 150.0 0.0 2.000 0.0
T.41 0.98 0.0008 0.0 6.000 0.005
Vel = 0.54
T.41 0.0 0.862 1 Uel 11.0 4.000 16.197
to 150.0 0.0 12.000 0.0
H.13 0.98 0.0008 0.0 16.000 0.013
Vel = 0.54
H.13 0.0 0.862 1 Uel 11.0 26.000 16.210
to 150.0 0.0 12.000 0.0
H.16 0.98 0.0008 0.0 38.000 0.032
Vel = 0.54
H.16 0.0 0.862 1 Utr 2.0 1.000 16.242
to 150.0 0.0 2.000 0.0
T.43 0.98 0.0007 0.0 3.000 0.002
Vel = 0.54
0.0
0.98
16.244 K Factor = 0.24
T.33 1.73 0.862 1 Utr 2.0 7.000 20.219
to 150.0 0.0 2.000 0.0
H.1 1.73 0.0023 0.0 9.000 0.021
Vel = 0.95
H.1 0.0 0.862 1 Utr 2.0 15.000 20.240
to 150.0 0.0 2.000 0.0
T.31 1.73 0.0024 0.0 17.000 0.041
Vel = 0.95
0.0
1.73
20.281 K Factor = 0.38
T.32 2.19 0.862 1 Utr 2.0 3.000 20.241
to 150.0 0.0 2.000 0.0
H.6 2.19 0.0038 0.0 5.000 0.019
Vel = 1.20
H.6 0.0 0.862 1 Utr 2.0 17.000 20.260
to 150.0 0.0 2.000 0.0
H.15 2.19 0.0037 0.0 19.000 0.071
Vel = 1.20
H.15 0.0 0.862 0.0 4.000 20.331
to 150.0 0.0 0.0 0.0
T.42 2.19 0.0038 0.0 4.000 0.015
Vel = 1.20
T.42 0.0 0.862 1 Utr 2.0 5.000 20.346
to 150.0 0.0 2.000 0.0
H.14 2.19 0.0037 0.0 7.000 0.026
Vel = 1.20
H.14 0.0 0.862 1 Utr 2.0 7.000 20.372
to 150.0 0.0 2.000 0.0
H.18 2.19 0.0038 0.0 9.000 0.034
Vel = 1.20
H.18 0.0 0.862 1 Uel 11.0 18.000 20.406
to 150.0 0.0 12.000 0.0
H.28 2.19 0.0037 0.0 30.000 0.111
Vel = 1.20
H.28 0.0 0.862 0.0 16.000 20.517
to 150.0 0.0 0.0 0.0
T.50 2.19 0.0038 0.0 16.000 0.060
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
HIGH COUNTRY HOMES TUKWILLA LOT 1 - One Head Calculation (H.27)
Page 10
Date 12/18/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Notes ******
0.0
2.19
20.577 K Factor = 0.48
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
51FPLY:
51/11C P51: 90
RE5117UAL P51: 85
FLOW GPM: 300
5' OF 1" AQUAFX FROM 11 PRV 10 511
50' OF 1-1/ 2" POLY PROM 11f ME1M-
3/ 4" METER
® I
15' OF 3/ 4" COMM FROM TIt 511 1" 1„ PRV
WAT R 5R\/IO MAL
N.1'.5.
I FAt7
2 W
MO51' HYi7RALLICALLY REMOTE it R75
F 2 It G'M P12E55tJ t Q'17 A1' 51RMI
H.27 18 62193
H.9 &14.5 26 7125
l�ydw
Y41 rel
13vt.�e }
(Clow ) 4ts i' ret,;wedi
0 Without Comments
15r As Noted In Red
0 Per The Attached Letter
• These plans have been reviewed by The Tukwila Fire
`prevention Bureau for conformance with current City
r._.ndards. Acceptance is subject: to errors and
omissions which do not authorize violations of adopted
;:andards and ordinances. The responsibility for the
ddequacy of design rests totally with the designer.
lyrlditions, deletions or revisions to these drawings after
this date will void this 7. cepcance and will require a
resubmittai of revised drawings for subsequent approval.
Final acceptance Is subject to field test and Inspection by
The Tukwila Fire Prevention Bureau.
Gate: C." g - l I By:
/1/
TUKWILA FIRE DEPARTMENT
Please
EPARTr j -
Please call 206-575-4407 and
give.this Fire Permit No.
and exact address for shut
down or restoration approval.
6.5.3 A warning sign, with minimum '/4 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.
NFPA Ian 1'A131,�
19151'ANO5 FI OM 501ta5
I A1' soma
Q137INAKY
TEMP
IN,
INTERNIWIAT
TEMP
IN.
51P OG Fitzet J
"
12"
FM OF FIITPLACE
60"
36"
WOW SLRNING STOVE
42"
12"
KtI'C N RANGE
18"
9"
WAIL OVEN
18"
9"
1109 AIR F1,115
18"
9"
UNIN5LI Al 17 FM PIM
18"
9"
UNIN51LA 12 HOT' WA1'ER PIF5
12"
6"
5117E OF HO1' AIR t7IFFU5ER
24"
12"
FRONT OF H0f AIR 121FFUSER
36"
18"
HOT' WATER IA11R
6"
311
Hake
6"
311
OW -250W LIGHT FIX110
6u
311
250W -199W watt PRIM
12"
6"
MUL11-rukrO5 FLOW 5M1tH
IN51'ALLA11ON
N,f15,
6" ALARM fn.
1'0 C3� I.00A1W ON
APnM55 SlM 0�
13UII.ING
'(
L
22
�C-f5-I6
K45-1652
RC -1g5-18
4 VK -160-200
__
%Nil "MR R 17,C-PMC-le5 Flat. , , P attri Orono
K -419,155r, / 16" Orifice, Magnum m 5pacit I6'xl6'
5pruler head demand: 15 dam @ 1
%NJU SPRINKLER Model PC-IT5-52Z-1e5 Flat Careeled Pendent Quick Pevare
2 K-1.9, I551F', 7/ 16" Orifice, Maxum 5paclrq 16'x16'
5prinIder head demand: 15 cam CP 1
4
%MX 5PI21NKLEI2 Model 1,X-M5M-12e5 Flat Careeled pendent Quick I2e5ponce
K -4,9,155E',1/ 16" Orifice, Maxim 5pachq 18'x18'
Sprinkler head demand: 18 cpn @ 15.5
VK -160-200 PRY LPlaa-fir 59RINllE12
0/('>tf/0 x®><
NOOK
CLG. f I
m
1
m
0
90VEI"I.
OFTIONAL FE. -77
MANUF. NA r. GAS
METAL FIREPLACE
INSTALL PEP. MF --��
Si'ECS.
3/0x6/0 FX 3/0x6/0 ><O 3/0 ,tS/0 r-><
^.tri
it . FT� 1;a
OPTIONAL
10/0><3/0 S.G.L.
RC -5-I6
OPTIONAL I
ISUILT-INS I
1H5 5LICIC 5 W LAYOUT 15 PAW LION Ii FORMA11ON PROVi2EI7 DY OtFR5,
GHANG 5 IN CON5fRUCT1ON OR FEL12 COWITION5 MAY OCGLP. WHICH MAY
MOM CHANCe5 10 1116 LAYOUT" 11' 15 TIS RE5PON51DILI1Y OF 11H WALLER
1V NOTIFY AFX 17E51GN SERVICES OP SUCH almces.
CONWC110N5
13/0x /0 )<0
EGRESS
/".—
ca / I,1144MM Lug)
DLI
1.11t5- MP 10 FIXTLIit5 C BA11 t 51.0%
N LINE5- MUM- CalttC11ON5,
1,I-AAC LIDS- SPRINU.I:R EEAJ 1'0 52R1115R ITV"
- I / 2" PIF 51ZE
314" PIF 50
- I" PIF 517.E
- I -I/ 4" PIF 51F
- 2" PIPE 50
NOfE:
(k) 111 90 1361 1.60W5
AM FaLroMn iWo
CALCULATION F0k INtkiZ/N,
PIPING N1EPING AMC.
NOTA:
FEW7 #IOI.00AT31NAT11C
COVERING FUtNALE
/CO>t4/CO XV
✓/0x4/(12 XU
EGRESS
SOTAKIING
1)
X
,L
x
131-11
MFG. GAS
METAL FIEF
INSTALL PER
SPECS.
RC -115-1.5
MASTER?, SUIT
VAULTED CLG
P.40
W/ MICP0
A13OVE
100 CPM
EP.
VTOS
HII
1"137
.:71-e"
110V
s
HENT4n
_G.
1/2 L11.7:1 J.. I Il/ C
C-IT5-I65
////4":0)Y GY ///!
7/177/4W/// ,/ /WI
4
50 CPM
Cri
x
U1117.)i.i . aT4lll
if.cfr CT ION
HET`: r 02.1
/ r=- ROOM
C31 CLG.
,r` 30 CPM
fr
LINEA
. n. RC -5- 6
%I!///O//i//Ili"
1='/3' MIN. SOI.ID COME
UJC0D,STEIE' . IDOO
or
4.0 MiN. T vTED
Cst
FLT. LN. Ai31\i
51-
1-1,26
3.1
-lt1.JI l N0TE -
-
PF2ovirDE E><PAAS10N
- 1='rzoviDE SEISMIC,: STT'
- TPV TO TERAINA` E
- PILOT r CONTE 0L:
TO 13E 13' MIN.
OFF FLO01
- PEP. ASH 1'AE
TO- A- 930
0
X
>c
USE 1/2" 1U3 ON ALL t iArri AND
STRUCTURAL AL C'1ALLS. (1) LA' EP 5/3' TYPE
'X" ON CEILINS5. W 4F ALL to`<FOSED r'0:
AND 15L.AM3 IN 1/21 GW1E
110V
1-1,27 S.D.
NOV OPEN N KI I'6
PC -I 5-18
a' CLG.
OFEN RAIL.
H12
n
6/0x
/0 ><OX
CONC.
RC-IT5-18
kt�
IDL CTS T H OL:SI-I CLG OR
WALL COMMON TO HOUSE,
1'1IN. 2Ca GAGE 9"""'
IL
'-31
3/0x3/f FX
5H FLOW5W1CFI
p15M A55M3LY
EGRESS
6/0)(4 /t3 ><OX
/0x 3/i
®.W. OOP, O'-3' P-0.
L3 Len /1 I 1 T11" A / !] 1 t°_"] /Y
MAI\ftOOp
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425-4934680
PAX 425-493.91I7
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2
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12-18-2012
‘."").
.ECt #s
1OVI514/ 1551,E
121218
AU VN L2#:
COMPANY:
RAINIER VOWI?OOTER
DILL DELKNAP
C0149C1'11 #s
253-435-1996
50LE:
1/4"-('-0"
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KA1N DA13D
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Milne PAI Y
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I09-04-459
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JUN 243 '
TUKWILA FIRE