HomeMy WebLinkAboutPP - 4815 S 146TH ST - UNKNOWN - PERMITS AND PLANS4815 S 146TH ST
ASSOCIATED PERMITS
01-5-192 D01-061
Ciz of Tukwila
Steven M Mullet, Mayor
Fire Department
Project Name
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
lT�(ot ZvV
51 ,Le '4(
Thomas P. Keefe, Fire Chief
Permit No. too/ ` Q (0/
Address t'lS S /y -
Retain current inspection schedule
Needs shift inspection
Suite #
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
-4-cf---)/1,‘,6 Tl90 J/ 5/l , of
Authorized Sign'ture Date
FINALAPP.FRM
Rev. 2/19/98 T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439
FIRE SYSTEMS WEST
219 FRONTAGE ROAD NORTH, SUITE B
PACIFIC, WA 98047
(253) 833-1248
HYDRAULIC CALCULATIONS
FOR
GADZUK RESIDENCE
4815 SOUTH 146TH STREET
TUKWILA, WA 98168
FILE NUMBER: 5984#1
DATE: AUG 22, 2001
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: NFPA 13D (2 Head Calculation)
DENSITY: 17 gpm/sprinkler
AREA OF APPLICATION: MASTER SUITE
COVERAGE PER SPRINKLER: 18' X 18' Maximum
NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 34.1 gpm
TOTAL WATER REQUIRED (including hose): 34.1 gpm
FLOW AND PRESSURE (@ BOR): 34.1 GPM @ 37.1 PSI
SPRINKLER ORIFICE SIZE: 3/8 inch
NAME OF CONTRACTOR: FIRE SYSTEMS WEST, INC.
DESIGN/LAYOUT BY: JIM STEWART
AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPARTMENT
CONTRACTOR CERTIFICATION NUMBER: FIRE SWI 140B1
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 0 I5825A )
HRS SYSTEMS, INC.
ATLANTA, GA
DATE: 8/22/2001
JOB TITLE: GADZUK RESIDENCE
WATER SUPPLY DATA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
D:\HASSFILE\5984#1.SDF
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SRC 92.0 20.0 1700.0 91.9 34.1 83.3
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
34.1 GPM
0.0 GPM
0.0 GPM
34.1 GPM
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 22.0 K= 4.20 16.4 17.0
2 22.0 K= 4.20 16.5 17.1
A 22.0 17.0 - - -
B 22.0 18.5
C 12.0 23.8
D 12.0 24.4
E 4.0 29.6
TOR 12.0 24.7
BOR 2.0 37.1
BF1 3.5 31.2
BF2 3.5 36.2
S1 -3.0 48.7 -
S2 2.0 42.8 -
S3 2.0 41.1 -
S4 2.0 38.9 -
M1 -3.0 53.4
M2 -3.0 - - - - 57.4 - - -
SRC -3.0 SOURCE 83.3 34.1
DATE: 8/22/2001
JOB TITLE: GADZUK RESIDENCE
PIPE DATA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
D:\HASSFILE\5984#1.SDF
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 -17.0 1.101 PL 7.50 PF 0.6
1 22.0 4.2 16.4 17.0 5.7 150 FTG T PE 0.0
A 22.0 0.0 17.0 0.0 0.050 TL 12.50 PV 0.2
Pipe: 2 -17.1 1.101 PL 5.00 PF 0.5
2 22.0 4.2 16.5 17.1 5.7 150 FTG T PE 0.0
A 22.0 0.0 17.0 0.0 0.051 TL 10.00 PV 0.2
A
B
C
C
D
Pipe: 3 -34.1 1.394 PL 20.00 PF 1.5
22.0 0.0 17.0 0.0 7.2 150 FTG T PE 0.0
22.0 0.0 18.5 0.0 0.058 TL 26.00 PV 0.3
Pipe: 4 -34.1 1.394 PL 10.00 PF 0.9
22.0 0.0 18.5 0.0 7.2 150 FTG T PE 4.3
12.0 0.0 23.8 0.0 0.058 TL 16.00 PV 0.3
Pipe: 5 -34.1 1.394 PL 5.25 PF 0.6
12.0 0.0 23.8 0.0 7.2 150 FTG T PE 0.0
12.0 0.0 24.4 0.0 0.058 TL 11.25 PV 0.3
Pipe: 6 -34.1 1.394 PL 4.50 PF 0.3
D 12.0 0.0 24.4 0.0 7.2 150 FTG ---- PE 0.0
TOR 12.0 0.0 24.7 0.0 0.058 TL 4.50 PV 0.3
Pipe: 7 -34.1 1.380 PL 9.50 PF 1.4
TOR 12.0 0.0 24.7 0.0 7.3 120 FTG T PE 3.5
E 4.0 0.0 29.6 0.0 0.092 TL 15.50 PV 0.4
Pipe: 8 -34.1 1.380 PL 2.00 PF 1.4
E 4.0 0.0 29.6 0.0 7.3 120 FTG CB PE 0.2
BF1 3.5 0.0 31.2 0.0 0.092 TL 15.00 PV 0.4
Pipe: 9 FIXED PRESSURE LOSS DEVICE
BF2 3.5 0.0 36.2 0.0 5.0 psi, 34.1 gpm
BF1 3.5 0.0 31.2 0.0
Pipe: 10 -34.1 1.055 PL 1.50 PF 0.3
BF2 3.5 0.0 36.2 0.0 12.5 150 FTG ---- PE 0.6
BOR 2.0 0.0 37.1 0.0 0.224 TL 1.50 PV 1.1
Pipe: 11 -34.1 1.055 PL 2.00 PF 1.8
BOR 2.0 0.0 37.1 0.0 12.5 150 FTG 2E PE 0.0
S4 2.0 0.0 38.9 0.0 0.224 TL 8.00 PV 1.1
Pipe: 12 -34.1 1.291 PL 12.00 PF 2.1
S4 2.0 0.0 38.9 0.0 8.3 150 FTG 3E PE 0.0
S3 2.0 0.0 41.1 0.0 0.084 TL 25.50 PV 0.5
Pipe: 13 -34.1 1.291 PL 2.00 PF 1.7
S3 2.0 0.0 41.1 0.0 8.3 150 FTG CB PE 0.0
S2 2.0 0.0 42.8 0.0 0.084 TL 20.60 PV 0.5
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 8/22/2001 D:\HASSFILE\5984#1.SDF
JOB TITLE: GADZUK RESIDENCE
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 14 -34.1 1.291 PL 22.00 PF 3.7
S2 2.0 0.0 42.8 0.0 8.3 150 FTG 5E PE 2.2
S1 -3.0 0.0 48.7 0.0 0.084 TL 44.50 PV 0.5
Pipe: 15 -34.1 1.250 PL 48.00 PF 4.7
S1 -3.0 0.0 48.7 0.0 8.9 150 FTG ---- PE 0.0
M1 -3.0 0.0 53.4 0.0 0.098 TL 48.00 PV 0.5
Pipe: 16 FIXED PRESSURE LOSS DEVICE
M2 -3.0 0.0 57.4 0.0 4.0 psi, 34.1 gpm
M1 -3.0 0.0 53.4 0.0
Pipe: 17 -34.1 1.291 PL 300.00 PF 25.8
M2 -3.0 0.0 57.4 0.0 8.3 150 FTG B PE 0.0
SRC -3.0 SRCE 83.3 (N/A) 0.084 TL 308.00 PV 0.5
NOTES:
(1) Calculations were performed by the HASS 7.3 computer program
under license no. 5009058210 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
(2) The system has been calculated to provide an average
imbalance at each node of 0.001 gpm and a maximum
imbalance at any node of 0.004 gpm.
(3) Velocity pressures are printed for information only and are
not used in balancing the system. Maximum water velocity
is 12.5 ft/sec at pipe 11.
(4) PIPE FITTINGS TABLE
Pipe Table Name: FSW-STD.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 GatV1v AlmChk DPV1v NPTee
1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 8/22/2001 D:\HASSFILE\5984#1.SDF
JOB TITLE: GADZUK RESIDENCE
PAGE: A
Diameter
(in)
1.380
PAGE: F
Diameter
(in)
1.101
1.394
PAGE: I
Diameter
(in)
1.055
1.291
MATERIAL: SCH40
Equivalent
E T L
Ell Tee LngEll
3.00 6.00 2.00
MATERIAL: CPVC
Equivalent
E T L
Ell Tee LNG -EL
7.00 5.00 0.10
8.00 6.00 0.10
MATERIAL: Copper
Equivalent
E T C
Ell Tee ChkVly
3.00 7.50 7.60
4.50 9.10 10.60
HWC: 120
Fitting Lengths in Feet
C B G A
ChkV1v BfyVly GatVly AlmChk
7.00 6.00 1.00 10.00
D
DPV1v
10.00
HWC: 150
Fitting Lengths in Feet
C B G A D
CHKVLV BFYVLV GT-VLV ALMVLV DRYVLV
0.10 0.10 0.10 0.00 0.00
0.10 0.10 0.10 0.00 0.00
HWC: 150
Fitting Lengths in Feet
B
BfyVly
8.00
8.00
DATE: 8/22/2001
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
D:\HASSFILE\5984#1.SDF
JOB TITLE: GADZUK RESIDENCE
WATER SUPPLY ANALYSIS
Static: 92.00 psi Resid: 20.00 psi Flow: 1700.0 gpm
100.0
1
2
80.0
G
A
U
G
E
60.0
P
R
E
S
S
U
R 40.0
E
P
s
i
20.0
0.0
-14.7
1 1 1
2
400600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
LEGEND
Available pressure
91.95 psi @ 34.1 gpm
Required pressure
63.25 psi @ 34.1 gpm
FIRE SYSTEMS WEST
219 FRONTAGE ROAD NORTH, SUITE B
PACIFIC, WA 98047
(253) 833-1248
HYDRAULIC CALCULATIONS
FOR
GADZUK RESIDENCE
4815 SOUTH 146TH STREET
TUKWILA, WA 98168
FILE NUMBER: 5984#2
DATE: AUG 22, 2001
-DESIGN DATA-
fil•tuip ay.
te
OCCUPANCY CLASSIFICATION: NFPA 13D (1 Head Calculation)
DENSITY: 24 gpm/sprinkler
AREA OF APPLICATION: MASTER SUITE
COVERAGE PER SPRINKLER: 18' X 18' Maximum
NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 24.0 gpm
TOTAL WATER REQUIRED (including hose): 24.0 gpm
FLOW AND PRESSURE (@ BOR): 24.0 GPM @ 50.9 PSI
SPRINKLER ORIFICE SIZE: 3/8 inch
NAME OF CONTRACTOR: FIRE SYSTEMS WEST, INC.
DESIGN/LAYOUT BY: JIM STEWART
AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPARTMENT
CONTRACTOR CERTIFICATION NUMBER: FIRE SWI 140B1
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 0 I5825A )
HRS SYSTEMS, INC.
ATLANTA, GA
DATE: 8/22/2001
JOB TITLE: GADZUK RESIDENCE
WATER SUPPLY DATA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
D:\HASSFILE\5984#2.SDF
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SRC 92.0 20.0 1700.0 92.0 24.0 78.0
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
24.0 GPM
0.0 GPM
0.0 GPM
24.0 GPM
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 22.0 K= 4.20 32.7 24.0
2 22.0 - - - - 33.8
A 22.0 33.8
B 22.0 34.6
C 12.0 39.4
D 12.0 39.8
E 4.0 44.1
TOR 12.0 39.9
BOR 2.0 50.9
BF1 3.5 - 45.1
BF2 3.5 50.1
S1 -3.0 58.0
S2 2.0 53.9
S3 2.0 53.0
S4 2.0 51.8
M1 -3.0 60.4
M2 -3.0 - - - - 64.4 - - -
SRC -3.0 SOURCE 78.0 24.0
DATE: 8/22/2001
JOB TITLE: GADZUK RESIDENCE
PIPE DATA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
D:\HASSFILE\5984#2.SDF
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 -24.0 1.101 PL 7.50 PF 1.2
1 22.0 4.2 32.7 24.0 8.1 150 FTG T PE 0.0
A 22.0 0.0 33.8 0.0 0.095 TL 12.50 PV 0.4
Pipe: 2 0.0 1.101 PL 5.00 PF 0.0
2 22.0 0.0 33.8 0.0 0.0 150 FTG T PE 0.0
A 22.0 0.0 33.8 0.0 0.000 TL 10.00 PV 0.0
Pipe: 3 -24.0 1.394 PL 20.00 PF 0.8
A 22.0 0.0 33.8 0.0 5.0 150 FTG T PE 0.0
B 22.0 0.0 34.6 0.0 0.030 TL 26.00 PV 0.2
Pipe: 4 -24.0 1.394 PL 10.00 PF 0.5
B 22.0 0.0 34.6 0.0 5.0 150 FTG T PE 4.3
C 12.0 0.0 39.4 0.0 0.030 TL 16.00 PV 0.2
Pipe: 5 -24.0 1.394 PL 5.25 PF 0.3
C 12.0 0.0 39.4 0.0 5.0 150 FTG T PE 0.0
D 12.0 0.0 39.8 0.0 0.030 TL 11.25 PV 0.2
Pipe: 6 -24.0 1.394 PL 4.50 PF 0.1
D 12.0 0.0 39.8 0.0 5.0 150 FTG ---- PE 0.0
TOR 12.0 0.0 39.9 0.0 0.030 TL 4.50 PV 0.2
Pipe: 7 -24.0 1.380 PL 9.50 PF 0.7
TOR 12.0 0.0 39.9 0.0 5.1 120 FTG T PE 3.5
E 4.0 0.0 44.1 0.0 0.048 TL 15.50 PV 0.2
Pipe: 8 -24.0 1.380 PL 2.00 PF 0.7
E 4.0 0.0 44.1 0.0 5.1 120 FTG CB PE 0.2
BF1 3.5 0.0 45.1 0.0 0.048 TL 15.00 PV 0.2
Pipe: 9 FIXED PRESSURE LOSS DEVICE
BF2 3.5 0.0 50.1 0.0 5.0 psi, 24.0 gpm
BF1 3.5 0.0 45.1 0.0
Pipe: 10 -24.0 1.055 PL 1.50 PF 0.2
BF2 3.5 0.0 50.1 0.0 8.8 150 FTG ---- PE 0.6
BOR 2.0 0.0 50.9 0.0 0.117 TL 1.50 PV 0.5
Pipe: 11 -24.0 1.055 PL 2.00 PF 0.9
BOR 2.0 0.0 50.9 0.0 8.8 150 FTG 2E PE 0.0
S4 2.0 0.0 51.8 0.0 0.117 TL 8.00 PV 0.5
Pipe: 12 -24.0 1.291 PL 12.00 PF 1.1
S4 2.0 0.0 51.8 0.0 5.9 150 FTG 3E PE 0.0
S3 2.0 0.0 53.0 0.0 0.044 TL 25.50 PV 0.2
Pipe: 13 -24.0 1.291 PL 2.00 PF 0.9
S3 2.0 0.0 53.0 0.0 5.9 150 FTG CB PE 0.0
S2 2.0 0.0 53.9 0.0 0.044 TL 20.60 PV 0.2
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 8/22/2001 D:\HASSFILE\5984#2.SDF
JOB TITLE: GADZUK RESIDENCE
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 14 -24.0 1.291 PL 22.00 PF 2.0
S2 2.0 0.0 53.9 0.0 5.9 150 FTG 5E PE 2.2
S1 -3.0 0.0 58.0 0.0 0.044 TL 44.50 PV 0.2
Pipe: 15 -24.0 1.250 PL 48.00 PF 2.5
S1 -3.0 0.0 58.0 0.0 6.3 150 FTG ---- PE 0.0
M1 -3.0 0.0 60.4 0.0 0.051 TL 48.00 PV 0.3
Pipe: 16 FIXED PRESSURE LOSS DEVICE
M2 -3.0 0.0 64.4 0.0 4.0 psi, 24.0 gpm
M1 -3.0 0.0 60.4 0.0
Pipe: 17 -24.0 1.291 PL 300.00 PF 13.5
M2 -3.0 0.0 64.4 0.0 5.9 150 FTG B PE 0.0
SRC -3.0 SRCE 78.0 (N/A) 0.044 TL 308.00 PV 0.2
NOTES:
(1) Calculations were performed by the HASS 7.3 computer program
under license no. 5009058210 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
(2) The system has been calculated to provide an average
imbalance at each node of 0.001 gpm and a maximum
imbalance at any node of 0.005 gpm.
(3) Velocity pressures are printed for information only and are
not used in balancing the system. Maximum water velocity
is 8.8 ft/sec at pipe 11.
(4) PIPE FITTINGS TABLE
Pipe Table Name: FSW-STD.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
1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
' DATE: 8/22/2001 D:\HASSFILE\5984#2.SDF
JOB TITLE: GADZUK RESIDENCE
PAGE: A
Diameter
(in)
1.380
PAGE: F
Diameter
(in)
1.101
1.394
PAGE: I
Diameter
(in)
1.055
1.291
MATERIAL: SCH40
Equivalent
E T L
Ell Tee LngEll
3.00 6.00 2.00
MATERIAL: CPVC
Equivalent
E T L
Ell Tee LNG -EL
7.00 5.00 0.10
8.00 6.00 0.10
MATERIAL: Copper
Equivalent
E T C
Ell Tee ChkVly
3.00 7.50 7.60
4.50 9.10 10.60
HWC: 120
Fitting Lengths in Feet
C B G A D
ChkV1v BfyVly GatVly AlmChk DPV1v
7.00 6.00 1.00 10.00 10.00
HWC: 150
Fitting Lengths in Feet
C B G A D
CHKVLV BFYVLV GT-VLV ALMVLV DRYVLV
0.10 0.10 0.10 0.00 0.00
0.10 0.10 0.10 0.00 0.00
HWC: 150
Fitting Lengths in Feet
B
BfyVly
8.00
8.00
DATE: 8/22/2001
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
D:\HASSFILE\5984#2.SDF
JOB TITLE: GADZUK RESIDENCE
WATER SUPPLY ANALYSIS
100.0
80.
Static: 92.00 psi Resid: 20.00 psi Flow: 1700.0 gpm
G
A
U
G
E
60.0
P
R
E
S
S
U
R 40.0 _
E
P
s
i
20.0
0.0
-14.7
400600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
LEGEND
Available pressure
91.97 psi @ 24.0 gpm
Required pressure
77.96 psi @ 24.0 gpm
FIRE SYSTEMS WEST
219 FRONTAGE ROAD NORTH, SUITE B
PACIFIC, WA 98047
(253) 833-1248
HYDRAULIC CALCULATIONS
FOR
GADZUK RESIDENCE
4815 SOUTH 146TH STREET
TUKWILA, WA 98168
FILE NUMBER: 5984#2
DATE: NOV 21, 2001
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: NFPA 13D (1 Head Calculation)
DENSITY: 0 gpm/sprinkler
AREA OF APPLICATION: MASTER SUITE
COVERAGE PER SPRINKLER: 18' X 18' Maximum
NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 13.0 gpm
TOTAL WATER REQUIRED (including hose): 13.0 gpm
FLOW AND PRESSURE (@ BOR): 13.0 GPM @ 33.9 PSI
SPRINKLER ORIFICE SIZE: 3/8 inch
NAME OF CONTRACTOR: FIRE SYSTEMS WEST, INC.
DESIGN/LAYOUT BY: JIM STEWART
AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPARTMENT
CONTRACTOR CERTIFICATION NUMBER: FIRE SWI 140B1
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 0 I5825A )
HRS SYSTEMS, INC.
ATLANTA, GA
DATE: 11/21/2001
JOB TITLE: GADZUK RESIDENCE
WATER SUPPLY DATA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
D:\HASSFILE\5984#2.SDF
SOURCE STATIC RESID. FLOW AVAIL. TOTAL RE¢'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SRC 92.0 20.0 1700.0 92.0 13.0 46.8
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
13.0 GPM
0.0 GPM
0.0 GPM
13.0 GPM
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 22.0 K= 3.00 18.8 13.0
2 22.0 - - - - 19.2 - - -
A 22.0 19.2
B 22.0 19.4
C 12.0 23.9
D 12.0 24.0
E 4.0 27.8
TOR 12.0 24.1
BOR 2.0 33.9
BF1 3.5 28.2
BF2 3.5 33.2
S1 -3.0 - - - 37.7
S2 2.0 34.9
S3 2.0 34.6
S4 2.0 34.2
M1 -3.0 38.5
M2 -3.0 - - 42.5
SRC -3.0 SOURCE 46.8 13.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 11/21/2001 D:\HASSFILE\5984#2.SDF
JOB TITLE: GADZUK RESIDENCE
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 -13.0 1.101 PL 7.50 PF 0.4
1 22.0 3.0 18.8 13.0 4.4 150 FTG T PE 0.0
A 22.0 0.0 19.2 0.0 0.031 TL 12.50 PV 0.1
Pipe: 2 0.0 1.101 PL 5.00 PF 0.0
2 22.0 0.0 19.2 0.0 0.0 150 FTG T PE 0.0
A 22.0 0.0 19.2 0.0 0.000 TL 10.00 PV 0.0
Pipe: 3 -13.0 1.394 PL 20.00 PF 0.3
A 22.0 0.0 19.2 0.0 2.7 150 FTG T PE 0.0
B 22.0 0.0 19.4 0.0 0.010 TL 26.00 PV 0.1
Pipe: 4 -13.0 1.394 PL 10.00 PF 0.2
B 22.0 0.0 19.4 0.0 2.7 150 FTG T PE 4.3
C 12.0 0.0 23.9 0.0 0.010 TL 16.00 PV 0.1
Pipe: 5 -13.0 1.394 PL 5.25 PF 0.1
C 12.0 0.0 23.9 0.0 2.7 150 FTG T PE 0.0
D 12.0 0.0 24.0 0.0 0.010 TL 11.25 PV 0.1
Pipe: 6 -13.0 1.394 PL 4.50 PF 0.0
D 12.0 0.0 24.0 0.0 2.7 150 FTG ---- PE 0.0
TOR 12.0 0.0 24.1 0.0 0.010 TL 4.50 PV 0.1
Pipe: 7 -13.0 1.380 PL 9.50 PF 0.2
TOR 12.0 0.0 24.1 0.0 2.8 120 FTG T PE 3.5
E 4.0 0.0 27.8 0.0 0.015 TL 15.50 PV 0.1
Pipe: 8 -13.0 1.380 PL 2.00 PF 0.2
E 4.0 0.0 27.8 0.0 2.8 120 FTG CB PE 0.2
BF1 3.5 0.0 28.2 0.0 0.015 TL 15.00 PV 0.1
Pipe: 9 FIXED PRESSURE LOSS DEVICE
BF2 3.5 0.0 33.2 0.0 5.0 psi, 13.0 gpm
BF1 3.5 0.0 28.2 0.0
Pipe: 10 -13.0 1.055 PL 1.50 PF 0.1
BF2 3.5 0.0 33.2 0.0 4.8 150 FTG ---- PE 0.6
BOR 2.0 0.0 33.9 0.0 0.038 TL 1.50 PV 0.2
Pipe: 11 -13.0 1.055 PL 2.00 PF 0.3
BOR 2.0 0.0 33.9 0.0 4.8 150 FTG 2E PE 0.0
S4 2.0 0.0 34.2 0.0 0.038 TL 8.00 PV 0.2
Pipe: 12 -13.0 1.291 PL 12.00 PF 0.4
S4 2.0 0.0 34.2 0.0 3.2 150 FTG 3E PE 0.0
S3 2.0 0.0 34.6 0.0 0.014 TL 25.50 PV 0.1
Pipe: 13 -13.0 1.291 PL 2.00 PF 0.3
S3 2.0 0.0 34.6 0.0 3.2 150 FTG CB PE 0.0
S2 2.0 0.0 34.9 0.0 0.014 TL 20.60 PV 0.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 11/21/2001 D:\HASSFILE\5984#2.SDF
JOB TITLE: GADZUK RESIDENCE
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 14 -13.0 1.291 PL 22.00 PF 0.6
S2 2.0 0.0 34.9 0.0 3.2 150 FTG 5E PE 2.2
S1 -3.0 0.0 37.7 0.0 0.014 TL 44.50 PV 0.1
Pipe: 15 -13.0 1.250 PL 48.00 PF 0.8
S1 -3.0 0.0 37.7 0.0 3.4 150 FTG ---- PE 0.0
M1 -3.0 0.0 38.5 0.0 0.017 TL 48.00 PV 0.1
Pipe: 16 FIXED PRESSURE LOSS DEVICE
M2 -3.0 0.0 42.5 0.0 4.0 psi, 13.0 gpm
M1 -3.0 0.0 38.5 0.0
Pipe: 17 -13.0 1.291 PL 300.00 PF 4.4
M2 -3.0 0.0 42.5 0.0 3.2 150 FTG B PE 0.0
SRC -3.0 SRCE 46.8 (N/A) 0.014 TL 308.00 PV 0.1
NOTES:
(1) Calculations were performed by the HASS 7.3 computer program
under license no. 5009058210 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
(2) The system has been calculated to provide an average
imbalance at each node of 0.006 gpm and a maximum
imbalance at any node of 0.094 gpm.
(3) Velocity pressures are printed for information only and are
not used in balancing the system. Maximum water velocity
is 4.8 ft/sec at pipe 10.
(4) PIPE FITTINGS TABLE
Pipe Table Name: FSW-STD.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 ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee
1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 11/21/2001 D:\HASSFILE\5984#2.SDF
JOB TITLE: GADZUK RESIDENCE
PAGE: A
Diameter
(in)
1.380
PAGE: F
Diameter
(in)
1.101
1.394
PAGE: I
Diameter
(in)
1.055
1.291
MATERIAL: SCH40
Equivalent
E T L
Ell Tee LngEll
3.00 6.00 2.00
MATERIAL: CPVC
Equivalent
E T L
Ell Tee LNG -EL
7.00 5.00 0.10
8.00 6.00 0.10
MATERIAL: Copper
Equivalent
E T C
Ell Tee ChkVly
3.00 7.50 7.60
4.50 9.10 10.60
HWC: 120
Fitting Lengths in Feet
C B G A
ChkVly BfyVly GatV1v AlmChk
7.00 6.00 1.00 10.00
D
DPV1v
10.00
HWC: 150
Fitting Lengths in Feet
C B G A D
CHKVLV BFYVLV GT-VLV ALMVLV DRYVLV
0.10 0.10 0.10 0.00 0.00
0.10 0.10 0.10 0.00 0.00
HWC: 150
Fitting Lengths in Feet
B
BfyVly
8.00
8.00
DATE: 11/21/2001
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
D:\HASSFILE\5984#2.SDF
JOB TITLE: GADZUK RESIDENCE
WATER SUPPLY ANALYSIS
Static: 92.00 psi Resid: 20.00 psi Flow: 1700.0 gpm
100.0
1
G
80.0
G
A
U
G
E
60.0
P
R
E
S 2
S
U
R 40.0
E
P
s
i
20.0
0.0
-14.7
2
400600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
LEGEND
Available pressure
91.99 psi @ 13.0 gpm
M Required pressure
46.82 psi @ 13.0 gpm
FIRE SYSTEMS WEST
219 FRONTAGE ROAD NORTH, SUITE B
PACIFIC, WA 98047
(253) 833-1248
HYDRAULIC CALCULATIONS
FOR
GADZUK RESIDENCE
4815 SOUTH 146TH STREET
TUKWILA, WA 98168
FILE NUMBER: 5984#1
DATE: NOV 21, 2001
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: NFPA 13D (2 Head Calculation)
DENSITY: gpm/sprinkler
AREA OF APPLICATION: MASTER SUITE
COVERAGE PER SPRINKLER: 18' X 18' Maximum
NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 26.0 gpm
TOTAL WATER REQUIRED (including hose): 26.0 gpm
FLOW AND PRESSURE (@ BOR): 26.0 GPM ® 36.8 PSI
SPRINKLER ORIFICE SIZE: 3/8 inch
NAME OF CONTRACTOR: FIRE SYSTEMS WEST, INC.
DESIGN/LAYOUT BY: JIM STEWART
AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPARTMENT
CONTRACTOR CERTIFICATION NUMBER: FIRE SWI 140B1
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 0 I5825A )
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
DATE: 11/21/2001
JOB TITLE: GADZUK RESIDENCE
WATER SUPPLY DATA
D:\HASSFILE\5984#1.SDF
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SRC 92.0 20.0 1700.0 92.0 26.0 67.2
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
26.0 GPM
0.0 GPM
0.0 GPM
26.0 GPM
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 22.0 K= 3.00 18.8 13.0
2 22.0 K= 3.00 18.9 13.0
A 22.0 19.2
B 22.0 20.1
C 12.0 25.0
D 12.0 25.4
E 4.0 29.9
TOR 12.0 25.5
BOR 2.0 36.8
BF1 3.5 30.9
BF2 3.5 35.9
S1 -3.0 44.6
S2 2.0 40.2
S3 2.0 39.2
S4 2.0 37.9
M1 -3.0 47.5
M2 -3.0 - - - - 51.5
SRC -3.0 SOURCE 67.2 26.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 11/21/2001 D:\HASSFILE\5984#1.SDF
JOB TITLE: GADZUK RESIDENCE
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 -13.0 1.101 PL 7.50 PF 0.4
1 22.0 3.0 18.8 13.0 4.4 150 FTG T PE 0.0
A 22.0 0.0 19.2 0.0 0.031 TL 12.50 PV 0.1
Pipe: 2 -13.0 1.101 PL 5.00 PF 0.3
2 22.0 3.0 18.9 13.0 4.4 150 FTG T PE 0.0
A 22.0 0.0 19.2 0.0 0.031 TL 10.00 PV 0.1
Pipe: 3 -26.0 1.394 PL 20.00 PF ' 0.9
A 22.0 0.0 19.2 0.0 5.5 150 FTG T PE 0.0
B 22.0 0.0 20.1 0.0 0.035 TL 26.00 PV 0.2
Pipe: 4 -26.0 1.394 PL 10.00 PF 0.6
B 22.0 0.0 20.1 0.0 5.5 150 FTG T PE 4.3
C 12.0 0.0 25.0 0.0 0.035 TL 16.00 PV 0.2
Pipe: 5 -26.0 1.394 PL 5.25 PF 0.4
C 12.0 0.0 25.0 0.0 5.5 150 FTG T PE 0.0
D 12.0 0.0 25.4 0.0 0.035 TL 11.25 PV 0.2
Pipe: 6 -26.0 1.394 PL 4.50 PF 0.2
D 12.0 0.0 25.4 0.0 5.5 150 FTG ---- PE 0.0
TOR 12.0 0.0 25.5 0.0 0.035 TL 4.50 PV 0.2
Pipe: 7 -26.0 1.380 PL 9.50 PF 0.9
TOR 12.0 0.0 25.5 0.0 5.6 120 FTG T :PE 3.5
E 4.0 0.0 29.9 0.0 0.056 TL 15.50 PV 0.2
Pipe: 8 -26.0 1.380 PL 2.00 PF 0.8
E 4.0 0.0 29.9 0.0 5.6 120 FTG CB PE 0.2
BF1 3.5 0.0 30.9 0.0 0.056 TL 15.00 PV 0.2
Pipe: 9 FIXED PRESSURE LOSS DEVICE
BF2 3.5 0.0 35.9 0.0 5.0 psi, 26.0 gpm
BF1 3.5 0.0 30.9 0.0
Pipe: 10 -26.0 1.055 PL 1.50 PF 0.2
BF2 3.5 0.0 35.9 0.0 9.6 150 FTG ---- PE 0.6
BOR 2.0 0.0 36.8 0.0 0.136 TL 1.50 PV 0.6
Pipe: 11 -26.0 1.055 PL 2.00 PF 1.1
BOR 2.0 0.0 36.8 0.0 9.6 150 FTG 2E PE 0.0
S4 2.0 0.0 37.9 0.0 0.136 TL 8.00 PV 0.6
Pipe: 12 -26.0 1.291 PL 12.00 PF 1.3
S4 2.0 0.0 37.9 0.0 6.4 150 FTG 3E PE 0.0
S3 2.0 0.0 39.2 0.0 0.051 TL 25.50 PV 0.3
Pipe: 13 -26.0 1.291 PL 2.00 PF 1.1
S3 2.0 0.0 39.2 0.0 6.4 150 FTG CB PE 0.0
S2 2.0 0.0 40.2 0.0 0.051 TL 20.60 PV 0.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 11/21/2001 D:\HASSFILE\5984#1.SDF
,, JOB TITLE: GADZUK RESIDENCE
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 14 -.26.0 1.291 PL 22.00 PF 2.3
S2 2.0 0.0 40.2 0.0 6.4 150 FTG 5E PE 2.2
S1 -3.0 0.0 44.6 0.0 0.051 TL 44.50 PV 0.3
Pipe: 15 -26.0 1.250 PL 48.00 PF 2.9
S1 -3.0 0.0 44.6 0.0 6.8 150 FTG ---- PE 0.0
M1 -3.0 0.0 47.5 0.0 0.060 TL 48.00 PV 0.3
Pipe: 16 FIXED PRESSURE LOSS DEVICE
M2 -3.0 0.0 51.5 0.0 4.0 psi, 26.0 gpm
M1 -3.0 0.0 47.5 0.0
Pipe: 17 -26.0 1.291 PL 300.00 PF 15.7
M2 -3.0 0.0 51.5 0.0 6.4 150 FTG B PE 0.0
SRC -3.0 SRCE 67.2 (N/A) 0.051 TL 308.00 PV 0.3
NOTES:
(1) Calculations were performed by the HASS 7.3 computer program
under license no. 5009058210 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
(2) The system has been calculated to provide an average
imbalance at each node of 0.001 gpm and a maximum
imbalance at any node of 0.011 gpm.
(3) Velocity pressures are printed for information only and are
not used in balancing the system. Maximum water velocity
is 9.6 ft/sec at pipe 11.
(4) PIPE FITTINGS TABLE
Pipe Table Name: FSW-STD.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 ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee
1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 11/21/2001 D:\HASSFILE\5984#1.SDF
JOB TITLE: GADZUK RESIDENCE
PAGE: A
Diameter
(in)
1.380
PAGE: F
Diameter
(in)
1.101
1.394
PAGE: I
Diameter
(in)
1.055
1.291
MATERIAL: SCH40
Equivalent
E T L
Ell Tee LngEll
3.00 6.00 2.00
MATERIAL: CPVC
Equivalent
E T L
Ell Tee LNG -EL
7.00 5.00 0.10
8.00 6.00 0.10
HWC: 120
Fitting Lengths in Feet
C B G A D
ChkVly BfyVly GatV1v AlmChk DPV1v
7.00 6.00 1.00 10.00 10.00
HWC: 150
Fitting Lengths in Feet
C B G A D
CHKVLV BFYVLV GT-VLV ALMVLV DRYVLV
0.10 0.10 0.10 0.00 0.00
0.10 0.10 0.10 0.00 0.00
MATERIAL: Copper HWC: 150
Equivalent Fitting Lengths
E T C B
Ell Tee ChkV1v BfyVly
3.00 7.50 7.60 8.00
4.50 9.10 10.60 8.00
in Feet
DATE: 11/21/2001
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
D:\HASSFILE\5984#1.SDF
JOB TITLE: GADZUK RESIDENCE
WATER SUPPLY ANALYSIS
Static: 92.00 psi Resid: 20.00 psi Flow: 1700.0 gpm
G
A
U
G
E
60.0 _
P
R
E
S
S
U
R 40.0 _
E
P
s
i
20.0 _
100.0
80.0 _
0.0
-14.7
1
400600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
LEGEND
Available pressure
91.97 psi @ 26.0 gpm
Required pressure
67.21 psi @ 26.0 gpm
alb
DINING
KITCHEN
IF
0
W
11/4" PVC
114" PVC
114" PVC
0
TOILET
-D
J
a
0
U
n7�
�JQ
GARAGE
i T
114" "
COPPERp .
D SL X TH
114"
GREAT ROOM
-
'1
I r
FIRST FLOOR FIRE SPRINKLER PLAN
SCALE 1/4" = 1
SPRINKLER SPACING TABLE - RESIDENTIAL PENDENT
GEM MODEL jF68O- 3/8" ORIFICE
PIPE SIZED CALC'D
USING THIS SPACING
SPRINKLER SPACING
MLAx
SPRNKLER LOCATION MAX.
(FROM SIDE WALLS)
SPRNKLER DESIGN DISCHARGE
K -FACTOR
SMGI.E SPRK
1W0 OR MORE SPRKS
PLAN SYMBOL
FEET
FEET
` GPM 0 PSI
GPM 0 PSI
U S
0
18 X 18
- 9
130 0 188
13 0 188
30
4
11/4" REST -RISER
11/4" BACKFLOW
_ AMES 2000B
FITTER NOTE.
FSW TO INSTALL (2)
PRESSURE GAUGES
AS SHOWN ON
FINISHED FLOOR
V�
UNION
`Q
6. a
i
SL X TH
TO DRAIN
F2
1
RISER 0-6
BRASS
BRASS ELL -
sE§
1'
WATER FLOW INFO
STATIC PRESSURE: 92 PSG
RESIDUAL' PRESSURE: 20 PSI
FLOW. 1700 GPM
DATE
LOCATION
PER MARK - KING COUNTY WATER DISTRICT 1125
(206) 242-9547
1
RISER SECTION
SCALE. 1/2P = 1
SITE
VICINITY -MAP
NO SCALE
CONTRACT NAME
PETER & DIANNE GADZUK RESIDENCE
4815 SOUTH 146TH STREET
TUKWILA, WA 98168
CONTRACT WITH
ARCADY HOMES
ADDRESS
CITY/STATE
(206) 870-7221
HANGE
R LEGEND
SPRINKLER LEGEND
SPRINKLER HEADS
REVISIONS
GENERAL NOTES
DESIGN CRITERIA AND NOTES
e
c
'I; KY
-iw v
'C CL.AM.'
TCP G+ M ci 4 */DE PPM,
5'
PA)
W -i,MME TP_Fr_ALf.L1 PDX!
TC'4.E NUT
SPKR
THIES.
SPRINTER
earn SIZES
AND TtPE
UPRIGHT
PEND.
TEE
SITE
SYMBOL
TYPE
MFG
MODEL
SIZE
TEMP
FINISH
CANOPY
QUANTITY
MK
DATE
BY
DESCRIPTION
0
SSP
GEM
F680
3/8"
155E
WHITE
REC WHT
14
9-4-01
JS
AS BUILT
P
QW)E.R tRP1 J1 Sr v
R
tit
5/16' 3/3 1/1( 1/2'
SPRAY
SSU
GEM
A—QR
1/2"
200'F
BRASS
N JA
1
A
'11-21-01
JS
AS BUILT FOR SEMI—RECESSED HEADS
A
-o
1"
s
i11.{91-1 SF' , L
T
u
APPROVALS REQUIRED
- DISTRIBUTION
TUKWILA FIRE DEPARTMENT
TUKWILA FIRE DEPARTMENT -
1
sEf 29N YtT
tr
1
OWNER/ARCHITECT
OWNER/ARCHITECT
2
TEMP
RATNG
0 155"
b s _ !s # is ai
FIRE SYSTEMS WEST
2
TOTAL THIS SHEET
+.D r aT -3r
15
i
- TOTAL
5
1 ALL WJERW.. AND EQt$'1iENT TO BE NEW ANO UNDERWRITERS APPROVED.
2. PIPING DIMENSIONS ME CENTER TO CENTER EXCEPT RISER & DIMENSICNS
SHOWN THUSLY (t-6) M1UCH ARE END TO END
3. EARTHQUAKE BRACING SHALL BE PROVIDED N ACCORDAt4CE LITD4 NIT'A
PAMPHLET NO. 13.
4 PIPE HANGERS AND IETHOQ OF HANGING TO BE IN LANCE NTH
NFPA PAMPHLET NO 13.
5 PIPING SHALL BE IN ACCORDANCE MPTH NEPA PNIPHLET NO 13.
a JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE N
ACCORDANCE WITH NEPA PAMPHLET NO 13.
7 OWNER TO PRINCE ADEQUATE HEAT 10 PREVENT WATER N PIPES FROM
FREEZING N AREAS PROTECTED BY A WET PPE SPRINKLER SYSTEM.
& STRUCTURAL ADEQUACY Of THE BUILDING TO SUPPORT THE SPRINKLER
- PIPING IS THE RESPONSIBILITY OF THE OWNER APC/OR HITS STRUCTURAL
REPRESD4TATNE. - -
1. THIS SYSTEM HAS BEEN DESIGNED PER NFPA 13D
2. AIL PIPE TO BE 1" CENTRAL BLAZEMASTER CPVC W/
SPEARS CPUC FITTINGS UNLESS NOTED OTHERWISE.
3 - PPE SHOWN WITH DIAMETER AND LENGTH TO BE AWED
SCHEDULE 40 STEEL. -
ICs t ___Ihz
1
Fire Systems West
-219 Frontage Road North, suite B
Pacific, WA 98047
(253) 833-1248_ fax' (253) 735-0113
WA CL IIFlRESWI 14081
Q C. FAS BY DENNIS SMITH
Q C INSTALL BY'
i l
DESIGNER -
JM STEWART
4
DATE
JOB NO =
AUGUST 17, 2001
1-02-16-5984
•
t—
SHEET -
1 OF 2
}
CPVC DOUBLE FASTENER STRAP TYPE HANGER
HANGER NO. 24
CPVC HANGER 'C'
BATH
LLJ
J
0
F—
CLOSET,
m
CLOSET
114
SUITE
0
m
BATH
OFFICE
A
a
1 V4
BED ROOM
LAUNDRY
m
1V4
0
J
BED ROOM
SECOND FLOOR FIRE SPRINKLER PLAN
SCALE 1/4" = 1'-0"
_SPRINKLER SPACING TABLE - RESIDENTIAL PENDENT
GEM MODEL IF680- - 3/8" ORIFICE
PIPE SIZED CALM
USING THIS SPACING
SPRINKLER SPACING
MAX.
-SPRINKLER LOCATION MAX.
(FROM SIDE WAN.LS)
SPRINKLER DESIGN DISCHARGE
K -FACTOR
SINGLE SPRK
TWO OR MORE SPRITS
PLAN SYMBOL
FEET
- FEET
GPM 0 PSI
GPM 0 PSI
U.S.
0
18 X 18
9
130 0 188
13 0 188
- 30
•
•
•
•
.s
CONTRACT NAME.
PETER & DIANNE GADZUK RESIDENCE
4815 SOUTH 146TH STREET
TUKWILA, WA 98168
CONTRACT WITH.
ARCADY HOMES
- ADDRESS
CITY/STATE
(206) 870-7221 -
HANGER LEGEND
SPRINKLER LEGEND
SPRINKLER HEADS
REVISIONS
1
GENERAL NOTES
DESIGN CRITERIA AND NOTES
i
Lro
E
C:] '+ s_S+
'i 11,1 - _
aH
t:W=.. #' T
SPKR
TMS
SPRINKLER _
MO X117 _
SIZES
UPRIGHT
PEND.
TEE
SIZE
SYMBOL
-TYPE
MFG
MODEL
SIZE -
TEMP.
FINISH -
CANOPY
QUANTITY
MK
DATE
BY
DESCRIPTION
SSP
GEM
F680
3/8
155T
CONCEALED
WHITE
14
A
9-4-01
JS
AS BUILT
D
TCP EtrA-C:fIan *%71:AF
P
rf.'Wrn 7:ir":44
rtt Rria
-xjc_ ,-.-)c
in, 5/10 3/C 7/1C 1/2"
SPRAY
0
11-21-01
JS
AS BUILT FOR SEMI—RECESSED HEADS
0
r
0
FltAri Seat
r
r1A¢
u
APPROVALS REQUIRED =
DISTRIBUTION
TUKWIIA FIRE DEPARTMENT
TUKWILA FIRE DEPARTMENT
1
H
-Six4 M -
J
"J• ec&.1
OWNER/ARCHITECT . "
OWNER/ARCHITECT
-
TEMP -
RATING
0`
_155_
FIRE SYSTEMS WEST
2
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXIT RISER & DIMENSIONS
SHOWN THUSLY (1-6) WHICH ARE END TO END.
3. EARTHQUAKE BRACING Stall BE PROVIDED IN ACCORDANCE WITH NFPA
PAMPHZT NO. 13. -
4 PIPE HANGERS AND METHOD OF HANGING TO 8E N ACCORDANCE WITH
_ NEPA PAMPHIST NO 13.
5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13.
6. JOINING OF PIPE AND FITTINGS, BREADED AND WELDED SHALL BE N -
ACC0RDANCE WITH NEPA PAMPHLET NO. -13. -
7. OWNER TO PROM( ADE0I1ATE HEAT TO PREVENT WATER N PIPES FROM
FREEZING N AREAS PROTECTED BY A WET PIPE SPRIMQER SYSTEM.
& STRUCTURAL ADEQUACY OF THE BIJLDNG TO SUPPORT THE SPRINKLER
PIPING IS THE RESPONSIB@JIY OF THE OWNER AND/OR HIS STRUCTURAL
2 REPRESENTATIVE
TOTAL THIS SHEET
14
1
TOTAL- _- 1 5
1. THUS SYSTEM HAS BEEN DESIGNED PER NFPA 130. -
2ALC PIPE TO BE 1" CENTRAL BLAZEMASTER CPVC W/
SPEARS CPUC FITTINGS UNLESS NOTED OTHERWISE.
3. PIPE SHOWN WITH DIAMETER AND LENGTH TO BE AWED
SCHEDULE 40 STEEL
Fire Systems. West
_ 219 Frontage Road " North, suite 8
Pacific, - WA 98047 - - -
(253) 833-1248 ,fax: (253) 735-0113
- WA_ i i /FlRESWI 4081:
O.G. FAB BY: DENNIS SMITH
O.C. INSTALL BY:
DESIGNER
JW1 STEWART
DATE
-" AUGUST 17 2001
JOB NO.
-02-16-5084
SHEET -
2OF2 =
$9
r-
zs�
1Y" PVC
Lr S1
0
DINING
KITCHEN
`3"
-D
TOILET
J
4t
JQ
•
GARAGE
1V4
COPPER
11/4"
SL
JQ
{ GREAT ROOM
t
•
11/4" PVC
LJ
1
FIRST FLOOR FIRE SPRINKLER PLAN
SCALE: 1/4" = 1'—(Y i
SPRINKLER SPACING TABLE - RESIDENTIAL PENDENT
GEM MODEL #F978- 3/8" ORIFICE
PPE SIZED CALC'D
USING THIS SPACING
SPRUdGDt SPACING
IMAx.
SPRINKLER LOCATION MAX
(FROM SIDE ,MALTS)
SPRINKLER DEIGN DISCHARGE
K -FACTOR
SINGLE SPRX.
NO OR BORE sPRKS
PLAN SYMBOL
- FEET
FEET
GPM 0 PSI,GPM
0 PSI
U.S
0
18 X 18
- 9
24.0032.
170164
4.2
4'
F
Al
114 PVC
O (J)
I
SOCK -IT TEE
11/4" RESI-RISER
11/4" BACKFLOW
AMES 2000B
FITTER NOTE:
FSW TO INSTALL (2)
PRESSURE GAUGES
AS SHOWN ON RISER
FINISHED FLOOR
WATER FLOW INFO
STATIC PRESSURE: 92 PSIG
RESIDUAL PRESSURE: 20 PSI
FLOW: 1700 GPM
DATE:
LOCATION:
PER: MARK - KING COUNTY WATER DISTRICT #125
(206) 242-9547
\ R \a *(Z5k
UNION
7
I'Ti/1
1J
1 CD
>a
F
,.r
1
0-6
BRASS
ASS ELL
RISER SECTION
SCALE: 1/2" - 1'-0r'
�V)
1<
1<
FILE
SL X TH
TO DRAIN
1
0
ACCEPTED
Without Comments
As Noted In Red
Per The Attached Letter
;These These plans have been reviewed by The Tukwila Fire
'revention Bureau for conformance with current city
standards. Acceptance is subject to errors and
:.missions which do not authorize violations of adopted
.t2ndards and ordinances. The responsibility for the
dequacy of design rests totally with the designer.
' dditions, deletions or revisions to these drawings after
} nis date will void this acceptance and will require a
resubmittal of revised drawings for subsequent approval.
4
Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
Date. T( St 1 01 By S(0
rUKWILA FIRE DEPARTMENT
Please call: 575.4407
and give this job
No.
and exact address for shut,
down or restoration apdroval.
P.
ti
S
42ND AVE S
46TH AVE S
SITE'
V)
VICINITY MAP,
NO SCALE
CONTRACT NAME:
PETER & DIANNE GADZUK RESIDENCE
4815 SOUTH 146TH STREET
TUKWILA, WA 98168
CONTRACT WITH.
ARCADY HOMES
ADDRESS -
CITY/STATE
(206) 870-7221
HANGER LEGEND
WK-vi
C -
TTP Mkt( STF4
&•3;E r
SPKR
THRDS.
SPRINKLER
Own Sas
AND TYPE
SPRIN
UPRIGHT
KLER LE
PEND.
GEND
TEE
SIZE
E
PrE PCD
I/t
s/RS_3/87/i$ 1/?
SPWLY
SYMBOL
TYPE
MFG
SPRINKLER HEADS
MODEL - SIZE - TEMP.
FINISH
CANOPY
QUANTITY
MK DATE I BY
REVISIONS
DESCRIPTION
GENERAL NOTES
DESIGN CRITERIA AND NOTES
kr w3.E
0
-0-
SSP
SSU
GEN -
GEM
F978
A—QR
3/8'
1/2"
155F
200'F
CONCEALED
BRASS
WHITE
N/A
14
1
A
A
A
0
r
F
T
CZ F'iAN E
Var
A
APPROVALS REQUIRED -
DISTRIBUTION
TUKWILA FlREI DEPARTMENT
TUKWILA FIRE DEPARTMENT
1
r
SKiE
�i 6r
x
OWNER/ARCHITECT
OWNER/ARCHITECT
= TE
RATING
Q 155'
FIRE SYSTEMS WEST
2
2
win c.5r
5
TOTAL THIS SHEET
15 -
TOTAL
1. ALL 1JATERIAL AND EQUPMFM TO BE NEW AND UNDERWRITERS APPROVED.
2. PPING D6 ZNS10S ARS CENTER TO CENTER EXCEPT RISER & DI(NSIOtS
SHOWN THUSLY (1-6) 16i1CH ARE END TO END.
3. EARTHQLW(E BRACING SHALL BE PRWIDED N ACCORDANCE *Pr NFPA
PAMPHLET N0. 13.
4. PPE HANGERS AND METHOD OF HANGING TO BE N ACCORDANCE MATH
NFPA PAMPHLET N0. 13.
5. PIPING SHALL BE N ACCORDANCE WITH NEPA PALIPHLET N0. 13.
6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL OE N
ACCORDANCE MATH NEPA PAMPHLET No. 13.
7. OWNER TO PROVIDE ADEQUATE NEAT TO PREVENT NAIER N PIPES FROM
FREEZING N AREAS PR0►tL:IW BY A KT PIPE SPRINKLER SYSTEM. -
8. STRUCTURAL ADEQUACY OF THE MAIM TO SUPPORT THE SPRINKLER -
PPNG iS THE RESPONS1B1U1Y OF,THE OWNER AND/OR HIS STRUCTURAL
REPRESENTATIVE - -
1. THIS SYSTEM HAS BEEN DESIGNED PER NEPA 13D.
2. ALL PIPE TO BE 1" CENTRAL BLAZEMASTER CPVC W/
SPEARS CPUC FIRINGS UNLESS NOTED OTHERWISE.
3. PIPE SHOWN WITH DIAMETER AND LENGTH TO BE AWED
SCHEDULE 40 STEEL
Fire Systems West
219 Frontage Road North, suite B
Pacific, WA 98047
(253) 833-1248 fox: (253) 735-0113
WA CL 1FIRESWI 14081
Q.G. FAB BY: DENNIS SMITH
Q C. INSTALL 8Y:
/ /
DESIGNER
DATE
JOB N0. SHEET
JM STEWART
AUG 3 Jut)
-02-16-5984 - 1 OF 2
1
2/1th0 ;�'!l
1
R
1
FIG. 126
LAG BOLT
CPVC'DOUBLE FASTENER STRAP TYPE HANGER
HANGER NO. 24
CPVC HANGER 'C'
CENTRAL "NO BLOCK" HANGER 'D'
CPVC SINGLE FASTENER STRAP TYPE HANGER
HANGER NO. 22
CPVC HANGER 'A'
FIG. 126
LAG BOLT
CPUC DOUBLE FASTENER STRAP TYPE HANGER
HANGER NO 23
CPVC HANGER 'B'
•
•
BATH
F—
W
—J0
• CLOSET
SUITE
o•
CLOSET
114
0
0
OFFICE
LAUNDRY
114
•
•o
BATH
BED ROOM
0
0
-I-
o
0
U
r-
0
BED ROOM
SECOND FLOOR FIRE SPRINKLER PLAN
SCALE. 1 /4" = 1'-O" t
SPRINKLER SPACING TABLE — RESIDENTIAL PENDENT
GEM MODEL #F978— 3/8" ORIFICE
PpE SIZED CALC'0
USING THIS SPACING
SPRINKLER SPAONG
MAX
SPRINKLER LOGT1ON MAX
(FROM SDE WALLS)
SPRINKLER DESIGN DISCHARGE
K -FACTOR
SINGLE SPRK.
TWO OR MORE SPINS
_
PLAN SYMBOL
FEET
GPN 0 PSI
GPM 0 PSI
US
-.FEET
•
18 X 18
9
240 0 327
17 0 164
42
d
CONTRACT NAME.
PETER & DIANNE GADZUK RESIDENCE
4815 SOUTH 146TH STREET
TUKWILA, WA 98168
CONTRACT WITH.
ARCADY HOMES
ADDRESS
CITY/STATE
(206) 870-7221
HANGER LEGEND
SPRINKLER LEGEND
SPRINKLER HEADS
REVISIONS
GENERAL NOTES
DESIGN CRITERIA AND NOTES
A
'Lr✓
v
do
EV /4 Ca.4kP M f S .AP
tt
'0:T
SPR
RMS.
SPRINKLER ORME SIZES
AND Tt'PE
UPRIGHT
PEND
TEE
SZE
SYMBOL
TYPE
MFG
MODEL
SIZE
TEMP.
FINISH
CANOPY
QUANTITY
MK
DATE
BY
DESCRIPTION
0
SSP
GEN
F978
3/8"
155F
CONCEALED
WHITE
14
A
1'
f
C'+E E 4►
:)Clem'? :?AEN K
'.vim
t/?
5/18' sir 7/16' I/?
SPRAY
A
A
1-
0
r
A
F
i rte{ t4.
T
APPROVALS REQUIRED
DISTRIBUTION
TUKWILA ARE DEPARTMENT
TUKWILA FIRE DEPARTMENT
1
r.f_
w
J
.11
OWNER/ARCHITECT
OWNER/ARCHITECT
2
7
TEMP
RATING
0 15S'
FIRE SYSTEMS WEST
2
TOTAL THIS SHEET
14
TOTAL
5
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS
SHOWN THUSLY (1-6) WHIR ARE END TO END.
3 EARTHQUAKE BRACMNG SHALL BE PROVIDED IN ACCORDANCE WITH NFPA
PAMPHLET NO. 13.
4 PIPE HANGERS AND METHOD OF HANGING TO BE N ACCORDANCE WITH
NFPA PAMPHLET NO 13.
5 PIPING SHALL BE N ACCORDANCE WITH NFPA PAMPHLET 140. 13.
6 JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE N
ACCORDANCE WITH NFPA PAMPHLET 140. 13.
7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER N4 PIPES FROM
FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM.
8. STRUCTURAL ADEQUACY OF THE BULDNG TO SUPPORT THE SPRINKLER
PING IS THE RESPONSIBLITY OF THE OWNER AND/OR HIS SIRUCTURAL
REPRESENTATNE.
1. THIS SYSTEM HAS BEEN DESIGNED PER NFPA 13D.
2. ALL PIPE TO BE 1" CENTRAL BLAZEMASTER CPVC W/
SPEARS CPVC FITTINGS UNLESS NOTED OTHERWISE.
3. PIPE SHOWN WITH DIAMETER AND LENGTH TO BE AWED
SCHEDULE 40 STEEL.
Fire Systems West
219 Frontage Road North, suite B
Pacific, WA 98047
(253) 833-1248 fax: (253) 735-0113
WA CL jFIRESW1 14061
Q.C. FAB BY: DENNIS SMITH
Q C. INSTALL BY: / /
DESIGNER
DATE -
JOS NO.
SHEET
- JW STEWART
AUGUST 17.. 2001
1-02-16-5984
20F2
-1 --