HomeMy WebLinkAboutPP - 13301 57TH AVE S - HIGH COUNTRY HOMES / LOT 4 RESIDENCE - PERMITS AND PLANS13301 57TH AVE S
ASSOCIATED PERMITS
D13-055 13-5-153
3
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with pjt
013-053—
/ --a — /5-3
PERMIT
13--D 3 -
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project: L
k/; t'1 4tteub` Ho,iiey
Sprinklers:
Fire Alarm:
Hood & Duct:
Type of I spection:
5- rmK er Fre—
/
!; a /
1
Address:
Suite #: /330/5-2A
/,
5
£
ontact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
SerNiger f cq I 691 y �7 '
ere_ Pita/ — c 001ple e—
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: gf.... Fin S"'t./
Date: /oh 7// 3
Hrs.: ,5---
$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
2
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
/3 i6,...
/3 -
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:�/
l 1p��1 c;f4eel
/ )
e i4 rtie, 0:4/
Type of Inspection:
0eC
Address:
Suite #: /330/
77-k AJ S
Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
w
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
K C c> er - . h -t5 movie /,
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: i/' i ,`t-(
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
6/11/10
T.F.D. Form F.P. 113
i
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
latsod/
CITY OF TUKWILA FIRE DEPARTMENT
b(3 -os -s'..
±23 s-3
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Proj ct:
5����
Sprinklers:
�' �SrjPot;
Type of Inspecti n:
bct- Ce - / i (010 coa-Rir-
Address: // -5 o)
Suite #:
<
- S
1
Contact Person:
Special Instructions:
a. Pr
�
Phone No.:
Approved per applicable codes.
rrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
1,
D
.P 1.4.9
-1 lPA
Pr ►�P((oUJ F/ek-,vS
a. Pr
9..i SPIE
%11 G
,ty4 et 4
SAS
-/—
a Gen"
(94, ru14
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: I°k 6--�—
Date: 8113// 3
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
DIEsiGN sER'
A-Pex Design Services, Inc. -EP
10731 47th PI W
Mukilteo, WA 98275
425-493-9680
Job Name : TUKWILA LOT 4 - Two Head Calculation (H.2 & H.6)
Drawing
Location : 13301 5ptH AVE S TUKWILA WA 98178
Remote Area
Contract : 130610-04
Data File : 130610-04 Tukwila Lot 4.wx2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-Pex Design Services, Inc. -EP Page 1
TUKWILA LOT 4 - Two Head Calculation (H.2 & H.6) Date 6/10/2013
HYDRAULIC DESIGN INFORMATION SHEET
Name - TUKWILA LOT 4 Date - 6-10-13
Location - TUKWILA WA 98178
Building - System No. -
Contractor - RAINIER VIEW ROOTER Contract No. - 130610-04
Calculated By - STEPHANIE FAHEY Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
S
Y
S
T
E
Type of Calculation: ( )NFPA 13 Residential
Number of Sprinklers Flowing: ( )1 (X)2
( )Other
( )Specific Ruling
( )NFPA 13R
( )4 ( )
(X)NFPA 13D
Made by Date
M Listed Flow at Start Point - 13 Gpm
Listed Pres. at Start Point - 7 Psi
D
E
S
I
G
N
MAXIMUM LISTED SPACING 16
Domestic Flow Added
Additional Flow Added
Elevation at Highest Outlet
Note:
x 16
- 0 Gpm
- Gpm
- 116 Feet
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Make SENJU SPRINKLER Model RC -RES -S2
Size 7/16 K -Factor 4.9
Temperature Rating 155
Calculation Gpm Required 26.2072
Summary C -Factor Used:
Psi Required 60.2 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
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Fittings Used Summary
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Units Summary
FIpw Summary - NFPA 2007
A-Pex Design Services, Inc. -EP
TUKWILA LOT 4 - Two Head Calculation (H.2 & H.6)
Page 4
Date 6/10/2013
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 90.0 85 300.0 89.945 26.21 60.201
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.2 116.0
H.1 116.0
T.30 116.0
H.5 116.0
H.10 116.0
H.14 116.0
T.36 116.0
T.45 116.0
T.44 116.0
T.46 108.0
T.43 108.0
S.1 104.0
PRV 100.0
MTR 100.0
STR 100.0
T.31 116.0
T.32 116.0
T.34 108.0
T.39 108.0
T.41 108.0
H.6 116.0
H.12 116.0
H.20 116.0
T.37 116.0
H.4 116.0
T.33 116.0
H.11 116.0
T.35 116.0
H.19 116.0
T.38 116.0
H.22 116.0
H.27 116.0
H.26 116.0
T.47 116.0
H.23 116.0
H.17 108.0
H.15 108.0
H.9 108.0
H.3 108.0
H.8 108.0
H.13 108.0
H.16 108.0
4.9 7.0 12.96
7.45
7.71
7.9
8.54
8.99
9.18
9.7
10.66
15.99
16.36
27.29
32.59
38.68
60.2
7.36
8.76
15.05
15.27
15.68
4.9 7.3 13.24
8.17
9.44
9.7
8.87
8.9
8.98
9.05
9.06
9.7
9.7
9.7
9.7
9.7
9.7
15.07
15.11
15.18
15.28
15.44
15.52
15.58
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
A-Pex Design Services, Inc. -EP
TUKWILA LOT 4 - Two Head Calculation (H.2 & H.6)
Page 5
Date 6/10/2013
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
H.18
H.21
T.40
T.42
H.24
H.28
H.29
H.25
108.0
108.0
108.0
108.0
108.0
108.0
108.0
108.0
15.61
15.66
15.68
15.7
15.76
15.85
15.89
15.98
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-I'ex Design Services, Inc. -EP
TUKWILA LOT 4 - Two Head Calculation (H.2 & H.6)
Page 6
Date 6/10/2013
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.2 5.94 0.862 1 Utr 2.0 17.000 7.000
to 150.0 0.0 2.000 0.0
H.1 5.94 0.0237 0.0 19.000 0.450
K Factor = 4.90
Vel = 3.27
H.1 0.0 0.862 1 Utr 2.0 9.000 7.450
to 150.0 0.0 2.000 0.0
T.30 5.94 0.0237 0.0 11.000 0.261
Vel = 3.27
T.30 0.0 0.862 1 Utr 2.0 6.000 7.711
to 150.0 0.0 2.000 0.0
H.5 5.94 0.0238 0.0 8.000 0.190
Vel = 3.27
H.5 0.0 0.862 1 UeI 11.0 15.000 7.901
to 150.0 0.0 12.000 0.0
H.10 5.94 0.0237 0.0 27.000 0.640
Vel = 3.27
H.10 0.0 0.862 1 UeI 11.0 7.000 8.541
to 150.0 0.0 12.000 0.0
H.14 5.94 0.0237 0.0 19.000 0.451
Vel = 3.27
H.14 0.0 0.862 1 Utr 2.0 6.000 8.992
to 150.0 0.0 2.000 0.0
T.36 5.94 0.0236 0.0 8.000 0.189
Vel = 3.27
T.36 2.67 0.862 1 Utr 2.0 9.000 9.181
to 150.0 0.0 2.000 0.0
T.45 8.61 0.0471 0.0 11.000 0.518
Vel = 4.73
T.45 0.08 0.862 1 Utb 17.0 6.000 9.699
to 150.0 0.0 14.000 0.0
T.44 8.69 0.0479 0.0 20.000 0.958
Vel = 4.78
T.44 0.0 0.862 1 Utr 2.0 23.000 10.657
to 150.0 1 Utb 17.0 16.000 3.465
T.46 8.69 0.0479 0.0 39.000 1.868
Vel = 4.78
T.46 2.24 0.862 1 Utr 2.0 3.000 15.990
to 150.0 0.0 2.000 0.0
T.43 10.93 0.0734 0.0 5.000 0.367
Vel = 6.01
T.43 15.28 0.862 1T 7.528 8.000 16.357
to 150.0 1 Utb 17.0 16.904 1.732
S.1 26.21 0.3694 0.0 24.904 9.200
Vel = 14.41
S.1 0.0 0.862 1 E 3.764 5.000 27.289
to 150.0 1T 7.528 4.646 1.732
PRV 26.21 0.3696 1G 1.882 9.646 3.565
Vel = 14.41
PRV 0.0 1.61 2E 12.089 50.000 32.586
to 150.0 0.0 12.089 5.000 * Fixed Toss = 5
MTR 26.21 0.0176 0.0 62.089 1.094 Vel = 4.13
MTR 0.0 0.785 2E 4.773 15.000 38.680
to 150.0 0.0 4.773 10.000
STR 26.21 0.5827 0.0 19.773 11.521
* Fixed Toss = 10
Vel = 17.37
0.0
26.21
60.201 K Factor = 3.38
H.2 7.02 0.862 1 Utr 2.0 9.000 7.000
to 150.0 0.0 2.000 0.0
T.31 7.02 0.0324 0.0 11.000 0.356
Vel = 3.86
T.31 4.27 0.862 1 Utb 17.0 4.000 7.356
to 150.0 0.0 14.000 0.0
T.32 11.29 0.0777 0.0 18.000 1.399
Vel = 6.21
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-l'ex Design Services, Inc. -EP
TUKWILA LOT 4 - Two Head Calculation (H.2 & H.6)
Page 7
Date 6/10/2013
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 -2.67 0.862 2Utb 34.0 32.000 8.755
to 150.0 0.0 28.000 3.465
T.34 8.62 0.0472 0.0 60.000 2.832 Vel = 4.74
T.34 -2.25 0.862 1 Utr 2.0 6.000 15.052
to 150.0 0.0 2.000 0.0
T.39 6.37 0.0270 0.0 8.000 0.216 Vel = 3.50
T.39 8.90 0.862 1 Utr 2.0 1.000 15.268
to 150.0 0.0 2.000 0.0
T.41 15.27 0.1360 0.0 3.000 0.408 Vel = 8.39
T.41 0.0 0.862 1 Utr 2.0 3.000 15.676
to 150.0 0.0 2.000 0.0
T.43 15.27 0.1362 0.0 5.000 0.681 Vel = 8.39
0.0
15.27 16.357 K Factor = 3.78
T.31 -4.26 0.862 1 Utr 2.0 2.000 7.356
to 150.0 0.0 2.000 0.0
H.6 -4.26 -0.0130 0.0 4.000 -0.052 Vel = 2.34
H.6 13.24 0.862 1 Utr 2.0 15.000 7.304 K Factor = 4.90
to 150.0 0.0 2.000 0.0
H.12 8.98 0.0509 0.0 17.000 0.866 Vel = 4.94
H.12 0.0 0.862 1 Uel 11.0 13.000 8.170
to 150.0 0.0 12.000 0.0
H.20 8.98 0.0510 0.0 25.000 1.274 Vel = 4.94
H.20 0.0 0.862 1 Utr 2.0 3.000 9.444
to 150.0 0.0 2.000 0.0
T.37 8.98 0.0510 0.0 5.000 0.255 Vel = 4.94
T.37 -0.08 0.862 2Utb 34.0 14.000 9.699
to 150.0 0.0 28.000 3.465
T.39 8.9 0.0501 0.0 42.000 2.104 Vel = 4.89
0.0
8.90 15.268 K Factor = 2.28
T.32 2.67 0.862 1 UeI 11.0 8.000 8.755
to 150.0 1 Utr 2.0 14.000 0.0
H.4 2.67 0.0054 0.0 22.000 0.119 Vel = 1.47
H.4 0.0 0.862 1 Utr 2.0 3.000 8.874
to 150.0 0.0 2.000 0.0
T.33 2.67 0.0054 0.0 5.000 0.027 Vel = 1.47
T.33 0.0 0.862 1 Utr 2.0 13.000 8.901
to 150.0 0.0 2.000 0.0
H.11 2.67 0.0054 0.0 15.000 0.081 Vel = 1.47
H.11 0.0 0.862 1 Utr 2.0 10.000 8.982
to 150.0 0.0 2.000 0.0
T.35 2.67 0.0053 0.0 12.000 0.064 Vel = 1.47
T.35 0.0 0.862 1 Utr 2.0 1.000 9.046
to 150.0 0.0 2.000 0.0
H.19 2.67 0.0057 0.0 3.000 0.017 Vel = 1.47
H.19 0.0 0.862 1 Utb 17.0 8.000 9.063
to 150.0 0.0 14.000 0.0
T.36 2.67 0.0054 0.0 22.000 0.118 Vel = 1.47
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A=Pex Design Services, Inc. -EP
TUKWILA LOT 4 - Two Head Calculation (H.2 & H.6)
Page 8
Date 6/10/2013
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
2.67 9.181 K Factor = 0.88
T.37 0.08 0.862 1 Utr 2.0 5.000 9.699
to 150.0 0.0 2.000 0.0
T.38 0.08 0.0 0.0 7.000 0.0 Vel = 0.04
T.38 0.0 0.862 1 UeI 11.0 6.000 9.699
to 150.0 0.0 12.000 0.0
H.22 0.08 0.0 0.0 18.000 0.0 Vel = 0.04
H.22 0.0 0.862 1 UeI 11.0 10.000 9.699
to 150.0 0.0 12.000 0.0
H.27 0.08 0.0 0.0 22.000 0.0 Vel = 0.04
H.27 0.0 0.862 0.0 12.000 9.699
to 150.0 0.0 0.0 0.0
H.26 0.08 0.0 0.0 12.000 0.0 Vel = 0.04
H.26 0.0 0.862 1 UeI 11.0 15.000 9.699
to 150.0 0.0 12.000 0.0
T.47 0.08 0.0 0.0 27.000 0.0 Vel = 0.04
T.47 0.0 0.862 1 Utr 2.0 3.000 9.699
to 150.0 0.0 2.000 0.0
H.23 0.08 0.0 0.0 5.000 0.0 Vel = 0.04
H.23 0.0 0.862 1 Utr 2.0 1.000 9.699
to 150.0 0.0 2.000 0.0
T.45 0.08 0.0 0.0 3.000 0.0 Vel = 0.04
0.0
0.08 9.699 K Factor = 0.03
T.34 2.25 0.862 1 Utr 2.0 2.000 15.052
to 150.0 0.0 2.000 0.0
H.17 2.25 0.0040 0.0 4.000 0.016 Vel = 1.24
H.17 0.0 0.862 1 Utr 2.0 8.000 15.068
to 150.0 0.0 2.000 0.0
H.15 2.25 0.0039 0.0 10.000 0.039 Vel = 1.24
H.15 0.0 0.862 1 Utr 2.0 16.000 15.107
to 150.0 0.0 2.000 0.0
H.9 2.25 0.0039 0.0 18.000 0.071 Vel = 1.24
H.9 0.0 0.862 1 UeI 11.0 14.000 15.178
to 150.0 0.0 12.000 0.0
H.3 2.25 0.0039 0.0 26.000 0.102 Vel = 1.24
H.3 0.0 0.862 1 Uel 11.0 26.000 15.280
to 150.0 1 Utr 2.0 14.000 0.0
H.8 2.25 0.0039 0.0 40.000 0.157 Vel = 1.24
H.8 0.0 0.862 1 Uel 11.0 10.000 15.437
to 150.0 0.0 12.000 0.0
H.13 2.25 0.0039 0.0 22.000 0.086 Vel = 1.24
H.13 0.0 0.862 1 Utr 2.0 12.000 15.523
to 150.0 0.0 2.000 0.0
H.16 2.25 0.0039 0.0 14.000 0.055 Vel = 1.24
H.16 0.0 0.862 1 Utr 2.0 7.000 15.578
to 150.0 0.0 2.000 0.0
H.18 2.25 0.0040 0.0 9.000 0.036 Vel = 1.24
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
, ,A=Pex Design Services, Inc. -EP
TUKWILA LOT 4 - Two Head Calculation (H.2 & H.6)
Page 9
Date 6/10/2013
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.18 0.0 0.862 1 Utr 2.0 10.000 15.614
to 150.0 0.0 2.000 0.0
H.21 2.25 0.0039 0.0 12.000 0.047
Vel = 1.24
H.21
to
T.40
0.0
2.25
0.862
150.0
0.0038
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
15.661
0.0
0.015
Vel = 1.24
T.40
to
T.42
0.0
2.25
0.862
150.0
0.0040
1 Utr 2.0
0.0
0.0
3.000
2.000
5.000
15.676
0.0
0.020
Vel = 1.24
T.42
to
H.24
0.0
2.25
0.862
150.0
0.0039
1 Uei 11.0
0.0
0.0
5.000
12.000
17.000
15.696
0.0
0.067
Vel = 1.24
H.24
to
H.28
0.0
2.25
0.862
150.0
0.0039
1 UeI 11.0
0.0
0.0
10.000
12.000
22.000
15.763
0.0
0.086
Vel = 1.24
H.28
to
H.29
0.0
2.25
0.862
150.0
0.0039
0.0
0.0
0.0
10.000
0.0
10.000
15.849
0.0
0.039
Vel = 1.24
H.29
to
H.25
0.0
2.25
0.862
150.0
0.0040
1UeI 11.0
0.0
0.0
10.000
12.000
22.000
15.888
0.0
0.087
Vel = 1.24
H.25
to
T.46
0.0
2.25
0.862
150.0
0.0038
1 Utr 2.0
0.0
0.0
2.000
2.000
4.000
15.975
0.0
0.015
Vel = 1.24
0.0
2.25 15.990 K Factor = 0.56
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
sl•.
r1 -11S
"e3
"Ina
Tne
Oat
'L'PLY
5fAl1C P51: 90
CT5f12UA1, P51: 85
FLOW GPM: 300
5' OF 1" AQUAPFX FROM 11 PiZV TO 5.1
50' OF 1-1/ 2" POLY FROM fit MMIZ-
3/ 4" MFa
15' OF 3/ 4" COPPPf2F9OM 11-E 511W
A CEP
O Without Comments
O As Noted in Red
Per The Attached Letter
WArek 5 '/ICS 1217\11.-
N,1".5,
2f, NLN,1'.5.
plans have been reviewed by The Tukwila Fire
ndon Bureau for conformance with current City .,
ards. Acceptance is subject to errors and !'
ons which do not authorize violations of adopted)
ards and ordinances. The responsibility for-the-(';:3--
lacy
orthe-(lacy of design rests totally with the designer.
ons, deletions or revisions to these drawings after
:tte will void this acceptance and will require a A
mittal of revised drawings for subsequent-approVal
acceptance is subject to field test and inspection byj
ukwila Fire Prevention Bureau.
G • �X -I '3 By: 41A15 l
Hydro rev:iv-eN.
13.G1-‹64- (flow) -Le5 rfetti
TUKWILA FIRE DEPARTMENT
Please call 206-575-4407 and
give this Fire Permit No.
I ") •S-1 S1,
and exact address for shut-
down
hundown or restoration approval.
5/0x5/4 X0
1'
1NINO 17,00M
s' CLCD.
10.0 CFM
E.
OS
UJ/ M• ICRO
Ai3OVE
2'-3,3°
i
COVE
co d".
OPTIONAL
MANUF. AT. a
METAL If'.EP
INSTAL PE
SPECS.
INiERI.EVEL CONNECTIONS
I WV
2 WV
MOSTHYTNALI-ICALLYMM0re Ifft25
I.017 # GPM P55112P1Z5551ft MOPP AT 511Tef
H.1 18 52.65
H.2 & 1.1.6 26 602
1HI5 5UGGE5r t2 LAYOL f 15 13At2 LPON IWORMA11ON P OVIVet2 13Y011f125.
CHANGZ5 IN CON513ZUCT1ON OR FIP1.12 COM2MON5 MAY OCCLI WHICH MAY
12�QU112� CHANa5 TO IFE LAYOUT" If 15 *V 12t5PON5113LITY OF fit IN517.11M
10 N011FY APVX t7F5%GN 5FkI11/IIa5 OF 5UCH CHAN251
C9
a
C /0x4/0 X0
EGRESS
LINEN
\/
F,
5/0> 5 >t) 2/0x1'/0 F><
MA, 111
0 TIONCQI� V/KG-MS-I652
11= I =11121=111810=1111 =I I
t
INTEr:I0 : RIDGE
W./ OPT. /AULT
124
4/0x4/01 FX S.G.
1
°I l
<t
3L1
IcF1
rr, mak,
SOAKIINc
,;
110v
a
52D
IU1 () 5-16A5
TAL FIREPLACE
'TALL PER MFR
51' -ECS.
-10"
3'-i"
—�l
22°X
1 A/..1
(48€20C4
R45_
(24
5' NIGH O'" N
•13
0-5
i
°
Gz
CLG. t
H10
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.
-;t1-
i
V R645-18
RC -t 5-16
A
g' ci
50 CF
EP. {i }
44247
Ist. KO Op
UND I.:C45-I
PTO "ECTION
PEr P302.1
5' I-11 -W OFNGs.
ori).
a.o
('V
,50 CFI
EP
11 iC
I V.T.
MIN.
PING,
PT Tfl._
1(%
VEI-11CLE I
%3,41'
i
OPT /
-7
s -i FLOW sWrai
kISM) A55NPI.Y
1-1W1-1lO,PC45-16
- i, )VIDE EXPANSION TANI<
- Pir )VIDE SEISMIC STRAPPING
- TP; :V TO TEF MINATE TO OUT55ID
- PIL_bT 4 CONTROLS
TOr. 15' MIN.
OFF FLOOR
- P1 AS1-1 I`tiAE
(3 'A-0
6-1'
1343' Hz 501 ID cot E
wooD,rgp ; . DOO'-?
an
20 MI ' 5.16
111
itjs
0
10
1
6" ALARMM1.1.
1'0 LOCA1W ON
APnM55 SlM OF
C�UII.ING
STt <::
"X" i Gt= LAPP/_ W RAP ALL E><1-'
IIAMS IN 1/2° GWr3
C-71.,-. / t
E.1 ' GUJB ON ALL WAFZI
N0 DUCT OPENINGS
IN GARAGE.
DL CTS THROUGH CLG Old
WALL COMMON TO HOUSE,
MIN. 2,6 GAGE STEEL.
ATH
3' GLG>.
OPEN TO
ABOVE
128
TYPE
16/0 x 15/0 O.N.IDOOR 161-3' 10.
2X6 WALL
SOAK NG
MI`
CLG.SUITF
q
2/0x5/0 PX
1
?d5
1 H27
r 1 i^!� M f
1 PC
{1 �
Girl 0 ,
(2) 2/0x2/0 F><
u.:/ rte" MI.ILLIONS
ll0v
2. 11.26
)tN
d .)
' CLG.
L1(21v16
OVERF
cONc.
EGRESS
MAIN FI.00p
104
I/4"4 -O"
/0K4/ (7
><OX
ri� UPPMNftOOt
1/ 411.011-oll
COLOR/ LINM aceNn
51.1,E I.I1N5- Fffn TO FIXTI S OAR 5.10WeR, NC.).
MON 1,1W5- MUM- CONN CTION5"
FUCK LNN5 ' St Ntlet: FE/O IV SPPII I, R I A 2I
-1 / 2" PIM 50
- 3/ 4" PIPF 51Zg
-1" pipe 51Zt
- I -I/ 4" PIPS 5IZF
2" pre 5IZe
IVO
� I\ A1 -11C
FEAT 50LlZCE
NFPA Ian 1A131.t x,51513
19I5fANC5 ROOM NW 5OLLC5
OPOIN/VZY
SW'
IN.
INTFIZM PlA1
EMP
IN.
5II7F OF FIt2FpLAC
36"
12"
FMONf OF FII21;rtx
60"
36"
WOOL 13UIZ1`NING S%OW
42"
12"
KI1 FEN RANAT
18"
9"
WALL OVEN
18"
9"
HOf AIR FLLE5
18"
9"
UNIN5LLAtt2 IAT t7UC15
18"
9"
UNIN5LLATPt2 HOf WATPR PIP 5
12"
6"
51174 OF Hof AIR t7IFF1J
24"
12"
FKONV OF HOf AIR t2IFFU5PR
36"
18"
HOf WATER IEA11R
6"
3"
6"
511
CW --250W LIGHT FIXTUT
6"
3"
250W -499W Liar FIX 1.
12"
6"
kC- 5-I8
kC- 5-I652
PC -5-I6
— — —
0' Maid RC-ie5X-M5 FIS Conceded Powleg Q&k Reap=
K -4.9,155F',1/ 16" Orifice, Marron 5pacinq I8'x18'
5prklder head demand: 18 qpm 413.5
5I NJ.t 51221NKLFR Medd 12C-12 5-521ZC-t 5 Flat Concealed Pendent Quick 12espalee
- - - K -4.9,155r, // I6" Orifice, Maunwi 5pactiq 16' d6'
5poicler head demard:15 qpm 1
— ——
SFNJU 5PRINKVIZ Model 12C-R2E51ZC-M5 Flat Concealed Pendent Quids Rapala
20 1:-.49, 155r, 7/ 16" Orifice, Mama 5pactrq 16'x16'
Sprinkler head demand: 13 qpm @ 1
VK -184-200 - - - 1
VIKING M017FL VK -184-200 PRY UPI`IGH1' QUICK M5PON5F
K-5.6 200F.
100
DESIGN SBit
TIZIWUR
1073I 4701121W
Mi dt o WA98715
PH: 425-'93.9680
FAX: 425-493.9111
5/U5 IMP:
IMN1'IN. F PI C1'oN 5Y5teM
11 • 11 i 1/2-/4"-I"AM,F X
5PRINKIZR INTONATION
OF If/V511115 51° t -
29
cf
1145 XV -
29
5rAflC f 5; 15-
90
3301 &fH AVE 5
Ii2LIM, & CONST.
2
4
co
Q
6-10-13
RENSON/ 1551E I we
00