HomeMy WebLinkAboutPP - 4652 S 146TH ST - UNKNOWN - PERMITS AND PLANS4652 S 146TH ST
ASSOCIATED PERMITS
20-S-003 D19-0191
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
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pjq- 06/
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: `Oj& `_ /` C�
Type of Inspection:
4
—
Address: ; 1 ,� -
Suite #:
Contact Person: c,
V�
b
tt
d� /fit,
Special Instructions:
965z s/ 6sr
Phone No.:
5
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I I Approved per applicable codes.
I I Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
'i a lLer C6 tv-A6 c ��iaco Pt/ fast,0,y'q
Monitor:
Pre -Fire:
tt
d� /fit,
1 C15' & ‘41446.6 CALr4 4lioadJx
i --rii
"c /iztit >- (g
i .wait
7v/ -v f ' 1.'A1`7 c5t'
,
0.1pk vvid //J 41ce404e 9
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OA_ 'fr-14A., rgkirv4 09
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits: 0 i g
Occupancy Type:_
Inspector: .4_1 T' -i
Date: //4 //q
Hrs.:
$1 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:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
NORCO FIRE PROTECTION, INC.
24024 SE 261ST PLACE
MAPLE VALLEY, WA 98038
HYDRAULIC CALCULATIONS
FOR
SIDHU S 146TH TUKWILA
TUKWILA, WASHINGTON
FILE NUMBER: N19097
DATE: 11/11/19
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: RESIDENTIAL
DENSITY: RESIDENTIAL .05 gpm/sq. ft.
AREA OF APPLICATION: 2 HEADS sq. ft.
COVERAGE PER SPRINKLER: 16 X 16 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 0 gpm
TOTAL WATER REQUIRED (including hose): 26.0 gpm
FLOW AND PRESSURE (@ BOR): 26.0 gpm @ 44.11 psi
SPRINKLER ORIFICE SIZE: 7/16 inch
NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC.
DESIGN/LAYOUT BY: EDWIN P COGAR
AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPARTMENT
CONTRACTOR CERTIFICATION NUMBER: NORCOFP015JO
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271)
HRS SYSTEMS, INC.
TUCKER, GA 30084
WASMUMTON STATE
C.RTWWICATE Of COMPITtNCY y,
P*I PROTECTIOM mPRreILER SYSTEM
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
' DATE: 11/21/2019 C:\HASS DATA\HASS\2019 CALCS\N19097 SIDHU S 146TH .SDF
JOB TITLE: N19097 SIDHU S 146TH
WATER SUPPLY ANALYSIS
G
A
U
G
E
P
R
E
S
S
U
R
E
80.0
70.0
60.0
50.0
40.0
30.0
20.0
10.0
P 0.0
$
Static: 75.00 psi Resid: 73.00 psi Flow: 36.0 gpm
LEGEND
1 l Available pressure
73.90 psi @ 26.0 gpm
2 Required pressure
44.11 psi @ 26.0 gpm
A. Source Supply Curve
B. System Demand Curve
-14.7 11 1 1 I 1 I I
20 30 40 50 60 70 80 90 100
FLOW (GPM)
Note: (1) Dashed Lines indicate extrapolated values from Test Results
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 11/21/2019 C:\HASS DATA\HASS\2019 CALCS\N19097 SIDHU S 146TH .SDF
JOB TITLE: N19097 SIDHU S 146TH
NFPA WATER SUPPLY DATA
SOURCE
NODE
TAG
A
STATIC RESID. FLOW
PRESS. PRESS. @
(PSI) (PSI) (GPM)
75.0 73.0 36.0
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE
NODE
1
2
3
4
5
6
7
W
B
C
D
E
F
A
ANALYSIS DATA
TAG ELEVATION NODE TYPE
(FT)
19.0
19.0
19.4
19.4
9.4
9.4
9.4
9.4
0.0
0.0
0.0
2.0
2.0
0.0
K= 4.90
K= 4.90
SOURCE
AVAIL.
PRESS.
(PSI)
73.9
TOTAL
@ DEMAND
(GPM)
26.0 GPM
0.0 GPM
0.0 GPM
26.0 GPM
REQ'D
PRESS.
(PSI)
26.0 44.1
PRESSURE DISCHARGE NOTES
(PSI) (GPM)
7.1 13.0
7.0 13.0
7.8
7.8
13.2
13.1
15.0
17.1
41.3
32.8
30.2
25.7
21.2
44.1 26.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
' DATE: 11/21/2019 C:\HASS DATA\HASS\2019 CALCS\N19097 SIDHU S 146TH .SDF
JOB TITLE: N19097 SIDHU S 146TH
NFPA PIPE DATA
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe)
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 4.90 13.0 Disch
1 19.0 7.1 -10.2
2 19.0 7.0 2.8
Pipe: 2 4.90 13.0 Disch
3 19.4 7.8 -2.8
2 19.0 7.0 10.2
Pipe: 3 0.0 15.8 1
3 19.4 7.8 -14.4 5
4 19.4 7.8 1.4
Pipe: 4 4.90 13.0 Disch
4 19.4 7.8 2.8 2
1 19.0 7.1 15.8
Pipe: 5 0.0 1.4
6 9.4 13.1 10.2
3 19.4 7.8 11.6
Pipe: 6 0.0 15.8 1
5 9.4 13.2 -1.4 3
4 19.4 7.8 14.4
Pipe: 7 0.0 11.6 3
5 9.4 13.2 -9.1 7
6 9.4 13.1 2.5
Pipe: 8 0.0 11.6 3
7 9.4 15.0 -2.5 5
6 9.4 13.1 9.1
Pipe: 9 0.0 2.5 6
7 9.4 15.0 14.4 4
5 9.4 13.2 17.0
Pipe: 10 0.0 17.0 5
W 9.4 17.1 9.1 6
7 9.4 15.0 26.0
Pipe: 11 0.0 0.0
F 2.0 21.2 26.0 7
W 9.4 17.1 26.0
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
1.000
1.101
5.0
15.0
41.0
8.5
23.0
19.0
19.5
40.5
13.5
12.0
13.83 150
5.00
18.83 0.002
34.75 150
15.00
49.75 0.020
113.38 150
41.00
154.38 0.000
11.29 150
8.50
19.79 0.044
14.71 150
23.00
37.71 0.025
11.29 150
19.00
30.29 0.037
58.08 150
19.50
77.58 0.001
82.50 150
40.50
123.00 0.016
22.75 150
13.50
36.25 0.050
6.71 150
12.00
18.71 0.111
8.00 150
0.00
8.00 0.111
Pipe: 12 0.0 Fixed Pressure Loss Device
E 2.0 25.7 26.0 W 4.5 psi, 26.0 gpm
F 2.0 21.2 26.0
0.0
0.0
0.0
0.8
-0.2
1.0
0.1
0.0
0.1
0.7
-0.2
0.9
5.3
4.3
0.9
5.5
4.3
1.1
0.1
0.0
0.1
1.9
0.0
1.9
1.8
0.0
1.8
2.1
0.0
2.1
4.1
3.2
0.9
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
' DATE: 11/21/2019 C:\HASS DATA\HASS\2019 CALCS\N19097 SIDHU S 146TH .SDF
JOB TITLE: N19097 SIDHU S 146TH
Pipe Tag K-fac
Frm Node El (ft) PT
To Node El (ft) PT
Pipe: 13
D
E
Pipe: 14
C
D
Pipe: 15
B
C
Pipe: 16
A
B
Add F1 Add F1
(q) Node/
Tot.(Q) Disch
To
Nom ID
Act ID
0.0 0.0
0.0 30.2 26.0 F 1.000
2.0 25.7 26.0 0.998
0.0
0.0
0.0
0.0
0.0
0.0
NOTES (HASS):
0.0
32.8
30.2
41.3
32.8
Source
44.1
41.3
(1) Calculations
in accordance
under license
0.0
26.0 E
26.0
0.0
26.0 D
26.0
0.0
26.0 C
26.0
1.500
1.610
Fit:
Eq.Ln.
(ft.)
L
F
T
20.00
0.00
20.00
C
Pf/ft.
150
0.179
150.00 150
0.00
150.00 0.017
Fixed Pressure Loss Device
8.5 psi, 26.0 gpm
1.000 T: 5.9
0.998
10.00 150
5.93
15.93 0.179
were performed by the HASS 8.8 D computer program
with NFPA13 (2016)
no. 50110271 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2) The system has been calculated to provide an average
imbalance at each node of 0.003 gpm and a maximum
imbalance at any node of 0.039 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 10.7 ft/sec at pipe 13.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) Available pressure at source node A under full flow conditions is
72.59 psi with a flow of 39.86 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard.pip
(Pt)
(Pe)
(Pf)
4.4
0.9
3.6
2.6
0.0
2.6
2.8
0.0
2.8
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 11/21/2019 C:\HASS DATA\HASS\2019 CALCS\N19097 SIDHU S 146TH .SDF
JOB TITLE: N19097 SIDHU S 146TH
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee
F
F45E11
0.998 1.57 3.92 1.57 3.92 4.71 0.78 7.84 1.57 3.92
0.78
PAGE: A MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NTee
F
F45E11
1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00
2.00
PAGE: F MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) F E T R K C G
F45 Ell Tee RunT Kplg ChkVly Gate
1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40
NORCO FIRE PROTECTION, INC.
PO BOX 363
RAVENSDALE,
HYDRAULIC CALCULATIONS FOR
DRAWING NUMBER:
REMOTE AREA NUMBER:
DATE: JAN 2, 2020
-DESIGN DATA -
REMOTE AREA LOCATION:
OCCUPANCY CLASSIFICATION:
DENSITY: gpm/sq. ft.
AREA OF APPLICATION:
COVERAGE PER SPRINKLER:
TYPE OF SPRINKLERS CALCULATED:
NUMBER OF SPRINKLERS CALCULATED: 1
sq. ft.
sq. ft.
*IN -RACK SPRINKLER DEMAND: gpm
HOSE -STREAM DEMAND: gpm
TOTAL WATER REQUIRED (INCLUDING HOSE): 17.0 gpm
FLOW AND PRESSURE (AT BASE OF RISER): gpm @
psi
TYPE OF SYSTEM:
*VOLUME OF DRY OR PREACTION SYSTEM:
*DETAILS:
WATER SUPPLY
Source: Test Date: Test By:
Location:
Static: 70 psi Residual: 68 psi Flow: 50.0 gpm
Source Elevation Relative to Finished Flow Level: ft.
INSTALLING CONTRACTOR
Name:
Address:
Phone:
Certification number:
NAME OF DESIGNER:
AUTHORITY HAVING JURISDICTION:
NOTES:
Calculations performed by HASS under license # 50110271
granted by HRS SYSTEMS, INC.
(Notes continue after pipe calculations results.)
(Notes continue after pipe calculations results.)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 1/2/2020 C:\HASS DATA\HASS\2019 CALCS\N19096A 14817 46TH .SDF
JOB TITLE: N19096 14817 46TH TUKWILA
WATER SUPPLY ANALYSIS
80.0
70.0
60.0
G
A
• 50.0
G
E
40.0
P
R
E 30.0
S
S
20.0
U
R
E
10.0
P 0.0
S
1
)
-14.7
Static: 70.00 psi Resid: 68.00 psi Flow: 50.0 gpm
IN rw NM MINIUM IM II IMIINNNNMNINNIIfxx MIN NNNNNNNIINN■NMI IIINMM MINIM wr IWMIMMEN= IBM NMI NIIN MIMIr
LEGEND
1 "Available pressure
69.73 psi @ 17.0 gpm
2 "Required pressure
42.89 psi @ 17.0 gpm
A. Source Supply Curve
B. System Demand Curve
20 30 40 50 60 70 80 90 100
FLOW (GPM)
Note: (1) Dashed Lines indicate extrapolated values from Test Results
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 1/2/2020 C:\HASS DATA\HASS\2019 CALCS\N19096A 14817 46TH .SDF
JOB TITLE: N19096 14817 46TH TUKWILA
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
A 70.0 68.0 50.0 69.7 17.0 42.9
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 17.0 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 17.0 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
1 22.0 K= 4.90 12.0 17.0
2 22.4 - - - - 12.2 - - -
3 22.0 12.3
4 22.4 12.5 - - 5 22.4 12.8 - - -
6 22.4 12.8
7 10.4 18.0
8 10.4 18.2
9 10.4 18.5
10 10.4 18.2
W 8.4 20.9
B 0.0 41.6
C 0.0 33.1
D 0.0 31.1
E 3.0 28.2
F 3.0 - - - - 23.7 - - -
A 0.0 SOURCE 42.9 17.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 1/2/2020 C:\HASS DATA\HASS\2019 CALCS\N19096A 14817 46TH .SDF
JOB TITLE: N19096 14817 46TH TUKWILA
NFPA PIPE DATA
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 4.90 17.0 Disch
2 22.4 12.2 0.0 1.000
1 22.0 12.0 17.0 1.101
Pipe: 2 0.0 0.0
2 22.4 12.2 0.0 1.000
3 22.0 12.3 0.0 1.101
Pipe: 3 0.0 0.0
4 22.4 12.5 10.0 3 1.000
2 22.4 12.2 10.0 1.101
Pipe: 4 0.0 10.0 2
5 22.4 12.8 -5.8 7 1.000
4 22.4 12.5 4.2 1.101
Pipe: 5 0.0 7.0 2
5 22.4 12.8 -7.0 10 1.000
6 22.4 12.8 0.0 1.101
Pipe: 6 0.0 0.0
6 22.4 12.8 7.0 3 1.000
2 22.4 12.2 7.0 1.101
Pipe: 7 0.0 10.0 2
7 10.4 18.0 -4.2 5 1.000
4 22.4 12.5 5.8 1.101
Pipe: 8 0.0 0.0 6
8 10.4 18.2 4.2 4 1.000
5 22.4 12.8 4.2 1.101
Pipe: 9 0.0 0.0
10 10.4 18.2 7.0 2 1.000
6 22.4 12.8 7.0 1.101
Pipe: 10 0.0 0.0
8 10.4 18.2 5.8 4 1.000
7 10.4 18.0 5.8 1.101
Pipe: 11 0.0 5.8 7
9 10.4 18.5 4.2 5 1.000
8 10.4 18.2 10.0 1.101
Pipe: 12 0.0 0.0
9 10.4 18.5 7.0 6 1.000
10 10.4 18.2 7.0 1.101
5.0
5.0
12.0
16.0
21.0
16.0
24.0
34.0
14.0
8.0
5.0
6.5
0.88 150
5.00
5.88 0.050
9.17 150
5.00
14.17 0.000
8.25 150
12.00
20.25 0.019
44.91 150
16.00
60.91 0.004
51.79 150
21.00
72.79 0.000
45.67 150
16.00
61.67 0.010
14.54 150
24.00
38.54 0.007
37.33 150
34.00
71.33 0.004
13.54 150
14.00
27.54 0.010
24.33 150
8.00
32.33 0.007
8.17 150
5.00
13.17 0.019
18.17 150
6.50
24.67 0.010
0.1
- 0.2
0.3
- 0.2
- 0.2
0.0
0.4
0.0
0.4
0.2
0.0
0.2
0.0
0.0
0.0
0.6
0.0
0.6
5.5
5.2
0.3
5.5
5.2
0.3
5.5
5.2
0.3
0.2
0.0
0.2
0.2
0.0
0.2
0.2
0.0
0.2
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 1/2/2020 C:\HASS DATA\HASS\2019 CALCS\N19096A 14817 46TH .SDF
JOB TITLE: N19096 14817 46TH TUKWILA
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 13 0.0 7.0 10
W 8.4 20.9 10.0 8 1.000
9 10.4 18.5 17.0 1.101
19.0
12.75 150
19.00
31.75 0.050
2.5
0.9
1.6
Pipe: 14 0.0 0.0 8.00 150 2.7
F 3.0 23.7 17.0 9 1.000 0.00 2.3
W 8.4 20.9 17.0 1.101 8.00 0.050 0.4
Pipe: 15 0.0 Fixed Pressure Loss Device
E 3.0 28.2 17.0 W 4.5 psi, 17.0 gpm
F 3.0 23.7 17.0
Pipe: 16 0.0 0.0
D 0.0 31.1 17.0 F
E 3.0 28.2 17.0
Pipe: 17 0.0 0.0
C 0.0 33.1 17.0 E
D 0.0 31.1 17.0
1.000
0.998
1.500
1.610
20.00 150
0.00
20.00 0.081
250.00 150
0.00
250.00 0.008
Pipe: 18 0.0 Fixed Pressure Loss Device
B 0.0 41.6 17.0 D 8.5 psi, 17.0 gpm
C 0.0 33.1 17.0
Pipe: 19 Source 0.0
A 0.0 42.9 17.0 C
B 0.0 41.6 17.0
NOTES (HASS):
1.000 T: 5.9
0.998
10.00 150
5.93
15.93 0.081
(1) Calculations were performed by the HASS 8.8 D computer program
in accordance with NFPA13 (2016)
under license no. 50110271 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2) The system has been calculated to provide an average
imbalance at each node of 0.005 gpm and a maximum
imbalance at any node of 0.071 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 7.0 ft/sec at pipe 19.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
2.9
1.3
1.6
2.0
0.0
2.0
1.3
0.0
1.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 1/2/2020 C:\HASS DATA\HASS\2019 CALCS\N19096A 14817 46TH .SDF
JOB TITLE: N19096 14817 46TH TUKWILA
(5) Available pressure at source node A under full flow conditions is
69.40 psi with a flow of 26.13 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard.pip
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee
F
F45E11
0.998 1.57 3.92 1.57 3.92 4.71 0.78 7.84 1.57 3.92
0.78
PAGE: A MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NTee
F
F45E11
1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00
2.00
PAGE: F MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) F E T R K C G
F45 Ell Tee RunT Kplg ChkVly Gate
1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40
83'-0"
51 O"
49'-6"
24'-6"
4'-0"
17'-4"
32'-2"
16'-0"
8'-6"
F
BEDROOM -4
N
8'-0"
FAMILY ROOM
11'-0"
NOOK
11'-11 1/2"
1'-11"
5'-9"
1
S'-6 1/2"
1-9
4
pee
1
1
lee
-
�11 s 11-0 11-1112 4- " 7-712-
1
S.KI-CHEN
1
3 312
PORCH
PINING
13'-8"
16'-0"
z
12'-0"
12'-10"
KITCHEN
5'-0"
-9
o
4-1
15'-0"
1
15-0
0
P.
CO
GARAGE
`C�' OARAOE
_--�_ 4llUJNE-9f_TOA�J4QB -- DPoVE AY
AT
LEX
n -I SLOPE
28'-6"
0
'X8' pOST
8'-0"
°6
83'-0"
MAIN FLOOR
SCALE: 1 /4"-1'
9'-43'4" CEILING
Fire Permit Number
To schedule insp`c'lions
call 206-575-4407
tl
0
Without Comments
As Noted in Red
Per The Attached Letter
(I) MAIN FLOOR SPRINKLER PIP 'I G PLAN
a s 1/8' - 1'-0'
I41d - ret„ vc."( p
C 1j-ti*84--) +e Yett.i�.W
2 x muss OF
NO
R-49 ATTIC INSULA ON
)r DR ALL
IChere plans ' ave been reviewed by The Tukwila Firoe. 96. AN
"r c.vention Bareau for conformance with currentrefltr'T °
-T ndarrts. / ceptance is subject to errors and
nls.�lons wt ich do not authorize violations of ado
:::arxiards an t ordinances. The responsibility for the
.:Idf quacy of i s[gn rests totally with the d igneK„IC< CONC.
Additions, de etions or revisions to these drawings after
this date wr.11 void this. cceptt:roce and will require a DRAIN LE
resubmittal c-' revised drawings for subsequent approval.
42' MINIMUM
GUARDRAILS
NOTE:
TPUSS 1 AY1iUT VW L IRE PPOV'DP
reel
6" ELECTRIC BELL
WIRING AND CONDUIT BY OTHERS
TO THE PLAN EXAMINER 7 DAYS
IN ADVANCE BEFORE INSTALLATION
FOR APPROVAL, DESIGNED BY
TRUSS CO. ENG.
READERS
(SIZE DETERMINED
BY OPENING
YAM)
STUDS 2X4 O 12 0.C.
LOFT
Cr,
FLEX
ROOM
v1
TOP FLOOR=287.73'
ccTIE ROOF
11XX4 STRAPPING,
BUILDING PAPER.
MIDGE VENTING•
GUTTERS
irTYP. FXT. WAIT
gaISIDADMOSIO
BUILDING WRAP
3(e 058 SHEATHING
2'x8' STUDS 018' O.C.
R21 BMT INSULATION
TYP. FLOOR CONCTRUC1IDNJ
T&G PLYWOOD
T.J.I. JOISTS W/
CROSS BRIDGING OR BLOCkINO
OR AS PER FLOOR DESIGN
BY OTHERS
LIVING
d(4) 0 48' O.C. FOR
OONSTRUCRON JOINT
Final acceptrce Is subject to geld test and Inspection by
The Tukwila ''Ire Prevention Bureau.
Date: By: ' V
t CONTINUOUS
OR AS CALCULATED
BY CINL ENG.
MAIN FLOOR=277.67'
FAMILY ROOM
INSULA
PRO. AVG. BLDG. GR.=276.25 TION
EX. AVG. BLDG. GR.=273.78'
B LAZEMASTER® PIPE DIMENSIONS
SDR 13.5 (ASTM '442)
INC HES (MILLIME I ERS)
NOMINAL SIZE
AVERAGE OD
AVERAGE ID
POUNDS/FT.
3/4" (20.0)
1.050 (26.7)
.874 (22.2)
.168
1" (25.0)
1.315 (33.4)
1.101 (28.0)
.262
1 %" (32.0)
1.660 (42.2)
1.304 (35.4)
.418
11/2" (40.0)
1.900 (48.3)
1.596 (40.6)
.548
2" (50.0)
2.375 (60.3)
2.00:5 (50.9)
.859
2/" (65.0)
2.875 (73.0)
2.42.' (61.5)
1.257
3" (80,0)
3.500 (88.9)
2.951 (75.0)
1.867
R-11 BAT MINIMUM
SECURE INSULATION TO JOTS
INSULATION TO SHEETROCK LEVEL
10' 12' 14' 16' 18'
8 MIL BLACK
VAPOR BARRIER
COMPACTED GRANULAR
UNDISTURBED SOIL
UWSJM NUAKU
FINISH m rT1fF
-FRAMING
-INSULATION
-VAPOUR BARRIER
-DRYWALL
C BUILDING SECTION A ----A
1/8' -
CUT INSULATION TO PUSH DOWN BETWEEN JOIST
INSULATION TO SHEETROCK LEVEL
1/2" SHEETROCK
NOTES
SECURE INSULATION TO JOIST
R-11 BAT MINIMUM
INSULATION DOWN TO SHEETROCK LEVEL
TENTING DETAIL A
R-11 BAT MINIMUM
2" ATTIC JOIST
iINSULATION TO SHEETROCK LEVEL
e. --2" ATTIC JOIST
TENTING DETAIL B
REVISIONS
1" CPVC ADAPTER
83'-0"
5'-0"
49'-6"
24'-6"
4'-0"
16'-2"
5'-8"
23'-8"
4'-0"
8'-0"
16'-6"
9'-0"
6'-8"
wee
fV
a
N
lNI
rel
INORESSDOSS
YAN
BEDROOM -2
1
5-1012
BATH
5
-512"
13'-9 1/TLEX
4'-5"
ROOM
BEDROOM -1
8'-1" 7'-11"
8-8
c'1
5
`4A
emit
4-0 W.I.C.
8-9 "''
1 1/2'
8'-6"
BEDROOM -3
4'-10"
4Y
INGRESS
WAN OW
tee
In
N
2-
0\
7
PEN TO \BELOW ( ' 1.1 IMb
IIANDF AILS
j I d W
13'}41/2"
11412
2
7i=4 1/2"
•
\ I
\ /
7'-7 1/211
81_311
81-3"
1
5-412
r-
00
000
4'-0"
ENSUITE
6'-8
1/2"
13-
COVERED
BALCONY
78 SQ.FT.
42' MINIMUM . GUARDRAILS
LOFT
14-8
COVERED
BALCONY
65 SQ.FT. 42
MASTER 7-10
BEDROOM
INIMUM GUARDRAILS
4-4
W.I.0
22' x28
ATIC
ACGESS
13'-8"
16'-0"
1'-6"
12'-0"
12'-10"
16'-4"
3,-711
7'-711
12'-2"
28'-6"
83'-0"
TOP FLOOR AREA = 3,027 SQ.FT.
OPEN TO BELOW AREA = 418 SQ.FT.
NET TOP FL. AREA = 2,609 SQ.FT.
STEEL PIPE Illll
B LAZEMASTEF9 C PVC
FEMALE ADAPTER
TABLE 1
MAXIMUM SUPPORT SPACING DISTANCE
END LINE SPRINKLER HEAD DROP ELBOW
CNT
PIPE SIZE
inches
METAL
SYSTEM PRESSURE
l<
<
100 psi
> 100
psi
3/4"
CONN.
9„
3'
CONCEALED
1"
160
12"
9"
7/16
11/"
RC 49
16"
12"
36 hr.
1'/"-3"
DRY PEND
24"
12"
5.6
TABLE 2
MAXIMUM SUPPORT SPACING DISTANCE
INLINE SPRINKLER HEAD DROP TEE
CNT
PIPE SIZE
inches
METAL
SYSTEM PRESSURE
l<
<
100 psi
> 100
psi
3/4"
CONN.
4'
3'
CONCEALED
1"
160
5'
4'
7/16
11/4 "
RC 49
6'
5'
36 hr.
13"_3"
DRY PEND
7'
7'
5.6
1" CPVC--".
1" STEEL PIPE
1" STEEL PIPE
1" STEEL PIPE
1" BACKFLOW DEVICE
AMES
1" COPPER ADAPTER
FInish Floor
1" GALV STEEL 90°
ELECTRIC BELL
WIRING AND CONDUIT
AND INSTALLATION
TO BE BY OTHERS
CENTRAL
((RISS tgMNAgNNeLLHE W/:
(3) R SURERGASUTGE
4 SIGNS ON BODY
DRAIN
NORCO FIRE PROTECTION
POINT OF CONNECTION
DRAIN TO DISCHARGE
OUTSIDE OF BUILDING
1" COPPER LINE
RISER DETAIL
scale 1J2"=1'-0"
FLOOR
FLOOR
ch UPPER FLOOR SPRINKLER PIPING PLAN
1/8' -1'-0'
SEC URE AGAINST
UPWARD MOVEMENT
ASTM F442 C PVC
B RANC HONE
C EILIZ
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
\\\
FLOOR
\FLOOR JOISTS
SEC URE AGAINST
UPWARD MOVEMENT
ASTM F442 C PVC
B RANC HONE
FLOOR
C EILING
FLOOR JOISTS
FIRE SPRINKLER
*NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER
CPUC DROP = 0.329
C EILING
FIRE SPRINKLER
C PVC DROP
FIRE SPRINKLER
MAXIMUM SPACING OF HEADS TO BE 18 X 18 AND 9' OFF WALL IN SINGLE HEAD ROOM
MAXIMUM SPACING OF HEADS TO BE 16 X 16 AND 8' OFF WALL IN MULTIPULE HEAD ROOM
SPRINICLER SYMBOLS
SYMBOLS
0 SYSTEMS RISER
RISE UP
• DROP DN
2 WAY EARTHQUAKE BRACE
4_, 4 WAY EARTHQUAKE BRACE
GROOVED COUPLING
\#01HANGER TYPE AND LOCATIO
0 UPRIGHT HEAD
0 PENDENT HEAD
I> SIDE WALL HEAD
LEGEND
06 UPRIGHT OVER PENDENT
25 PIPE SIZING
HYDRAULIC CALC NODE
REVISION NUMBER
BRANCH LINE NUMBER
11 -AT> WELD TAG NUMBER
DATE
DESCRIPTION
BY
SYM
CNT
NAME
METAL
TEMP
l<
NPT
ORIF
MFG.
MODEL#
ESCUT
CONN.
1.5 hr.
40
CONCEALED
WHITE
160
4.9
1/2"
7/16
RELIABLE
RC 49
2"
Defaul
36 hr.
5
DRY PEND
WHITE
160
5.6
1"
1/2
RELIABLE
F3QR
Defaul
45 TOTAL HEADS ON THIS PROJECT
N
`et
D
GENERAL NOTES
1. System to be designed to N.F.P.A. #13D, 2013 edition and Fire Department requirements.
2. System hydraulically calculated to Fire Departments requirements and to N.F.P.A. 13D and Manufacturers Requirements.
3. Minimum pipe size to be 1" throughout job.
4. System to be hung per manufacturers requirements. Avcon Hangers to be used - Fig 511 & no block & head set.
5. All underground piping to conform to local Water Department requirements. This is for fill line only
6. Water information to be provided by pump manufacturer. Source of water by owner.
7. Transition from underground to riser to be copper type K typical unless noted otherwise
8. Risers that are exposed should be to be steel, cpvc is exceptable. Risers that rise up in wall to have typical access panel,
provision of this panel to be per contract.
9. All electrical wiring and conduit for electrical switches to be by others.
10. Cleaning and painting of pipe to be by others, if required.
11. All drilling and notching to be per manufacturers specifications and Fire Department requirements.
12. All piping to be CPVC typical unless otherwise noted.
13. Items to be verified at time of inspection:
a) Pressure at base of riser
b) Sprinkler head location and spacing.
c) Heads located from heat zones
d) Exposed piping should be steel.
e) Sprinkler heads in unconditioned areas to be 175° degrees
14. Alarm bells to be located per Fire Department requirements.
15. Testing of system to be per N.F.P.A. #13D and Fire Department Requirements.
16. Sprinklers may be omitted from closets Tess than 3'0" in depth or not over 24 sq. ft.
A= (D -8")+B ' D 30"
A s (D-203mm)+B ' D 762mm
SOFFIT FORMULA
PIPE HANGER
(CLOSE TO TEE)
ASTM F442 C PVC
B RANO HLINE*
C EILING
CURE TIMES WITH ONE STEP SOLVENT CEMENT
200 psi (MAXIMUM) TEST PRESSURE
PIPE SIZE
inches
Ambient Temperature During Cure Period
60T to 120`F
40T to 59T
0'F to 39°F
3/4"
45 min.
1.5 hr.
24 hr.
1"
45 min.
1.5 hr.
24 hr.
1'/a"
1.5 hr.
16 hr.
120 hr.
11/2"
1.5 hr.
16 hr.
120 hr.
2"
8 hr.
36 hr.
See Note 1
21/"
8 hr.
72 hr.
See Note 1
3"
8 hr.
72 hr.
See Note 1
Note 1 For these sizes, the solvent cement can be applied ot temperatures
below 32°F, however, the sprinkler system temperature must be raised to
a temperature of 32T or above and allowed to cure per the above
recommendations prior to pressure testing.
ALLOWANC E FOR FRICTION LOSS IN C PVC FITTINGS
(EXPRESSED IN EQUIVALENT FEET OF PIPE)
FITTING
PIPE DIAMETER
C
MAX.
HANGER
SPACING
(FT)
SPAC ING
3/4"
(20.0)
5.5'
(1.7)
1"
11/4"
(32.0)
6.5'
(2.0)
(50.0)
8.0'
(2.4)
21/2"
(65.0)
9.0'
(2.7)
(80.0)
10.0'
(3.0)
WOOD JOISTS
FIRE SPRINKLER
i1 NSF INTERNATIONAL APPROVED FOR USE WITH POTAB LE WATER
AFCON 511 C.P.V.C.
PIPE HANGER SIDE MOUNT
MATERIAL: CARBON STEEL
APPROVALS: UL AND CUL LISTED.
FINISH: MIL. GALVANIZED, G..90 GOVERNMENT SPEC.
PIPE
SIZE
A
B
C
MAX.
HANGER
SPACING
(FT)
SPAC ING
3/4"
(20.0)
5.5'
(1.7)
1"
11/4"
(32.0)
6.5'
(2.0)
(50.0)
8.0'
(2.4)
21/2"
(65.0)
9.0'
(2.7)
SDR
13.5 (ASTM
F442)
NOMINAL SIZE
MAX
SPAC ING
3/4"
(20.0)
5.5'
(1.7)
AS BUILT DRAWING
TUKWILLA WATER DEPT
11/4"
(32.0)
6.5'
(2.0)
(50.0)
8.0'
(2.4)
21/2"
(65.0)
9.0'
(2.7)
(80.0)
10.0'
(3.0)
C URE TIMES WITH ONE STEP SOLVENT C EMENT
200 psi (MAXIMUM) TEST PRESSURE
PIPE SIZE
inches
Ambient Temperature During C ure Period
60T to 120T
40°F to 59'F
OT to 39T
PHONE
206-244-1900
8"
SOURCE
AS BUILT DRAWING
TUKWILLA WATER DEPT
8 hr.
36 hr.
See Note 1
8 hr.
72 hr.
See Note 1
Note 1
For these sizes, the solvent cement con be applied at temperatures
below 32'F, however, the sprinkler system temperature must be raised to
a temperature of 32'F or above and allowed to cure per the above
recommendations prior to pressure testing.
PERMISSIB LE B ENDING DEFLEC TIONS SDR 13.5 (73°F)
(ONE END RESTRAINED)
PIPE SIZE
LENGTH OF RUN (L) IN FEET
ADDRESS
10900 NE 8TH ST, STE 1000
BELLEVUE, WA
PHONE
206-244-1900
8"
SOURCE
AS BUILT DRAWING
TUKWILLA WATER DEPT
BACKFLOW ASSEMBLY REQUIRED IS PER STATE PLUMBING CODE
BACKFLOW ASSEMBLY IS REQUIRED BY WATER DEPARTMET
NOT FIRE DEPARTMENT AND IS PART OF THE POTABLE WATER SYSTEM
PERMIT1NG AND INSTALLATION AND TESTING TO BE DONE BY OTHERS
ORCO
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
L2
OWNER INFORMATION
NAME
RSVP REAL ESTATE, INC.
ADDRESS
10900 NE 8TH ST, STE 1000
BELLEVUE, WA
PHONE
206-244-1900
FIRE DEPT INFORMATION
NAME
TUKWILA FIRE DEPT
ADDRESS
444 ANDOVER PAARK EAST
TUKWILA, WA 98188
PHONE
425-481-8827
WATER DEPT. INFORMATION
NAME
ADDRESS
PHONE
WATER INFORMATON
STATIC
75
RESIDUAL
20
GPM
4856
MAIN SIZE
8"
SOURCE
AS BUILT DRAWING
TUKWILLA WATER DEPT
BUILDING INFORMATION
SQ. FT.
5, 036 SQ FT
TYPE
Wood Frame
OCCUPANCy
Residential
LEGAL DESCRIPTION
TAX PARCEL ID# 0042000131
Showalter Middle
School
5144th St
4652 9 146th
5 150th St
VICINITY MAP
1
•
•
1111011•118111111161111filM11111111111111.1. MI*
WASHINGTON *TATE •
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYST1SMR
Edwin P. eager
Norco Fire Pr
NORC
SIDHU S 146TH ST
4652 S 146TH ST
TUKWILLA, WA 98178
CONTRACTOR: NORCO FIRE PROTETION, INC.
PIPING PLAN
AREA 1
PERMIT NO.
CONTRACT NO.
N19097
APPROVAL
TUKWILLA FIRE
DRAWN BY
ED COGAR
SCALE
DATE
REVISED
PLOTTED
FP 1 of 1
qS iii S -&99j7