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HomeMy WebLinkAboutF2018-0503 - CalcsHTDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. a
ENGINEERS : Z195 -,gots
ADDRESS _ r2ol8-0503
LICENSE : C16-876004 r 16 ,3q 194
DESIGNER : FIREPROOF FIRE PROTECTION �1
DATE : 09-12-2018
FILE : FP41639STNPB
JOB NAME : 416 39TH STREET
LOCATION : 416 39TH STREET, NEWPORT BEACH
DESIGN DATA.
DESIGN CRITERION: NFPA 13D
MIN SPR FLOW : 21 Gpm
AREA PER SPRINKLER 400 Sq Ft
TOTAL CALCULATED AREA 400 Sq Ft
TOTAL SPRINKLERS CALCULATED 1
FLOW DATA.
TOTAL SPRINKLER FLOW : 21.0 Gpm
DOMESTIC DEMAND : 5.0 Gpm
TOTAL WATER REQUIRED : 26.0 Gpm
BASE OF RISER NODE 6
FLOW 26.0 Gpm
PRESS 35.6 Psi
AUTHORITY HAVING JURISDICTION NEWPORT BEACH FIRE DEPT
PHONE
HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 1
ENGINEERS
ADDRESS
Date: 09-12-2018 File: C:\RESDEN57\FP41639STNPB.RES
JOB : 416 39TH STREET
DESIGN I SPRINKLER MANUF : VIKING
I MODEL : VX494
I DENSITY 0.05 Gpm/Sq Ft VALVE 0.0 Psi
I AREA / SPR 400 Sq Ft DESIGN AREA : 400 Sq Ft
I SPRINKLER Q 21.0 Gpm METER 4.0 Psi
I NODES 8 PIPES 7
SOURCE STATIC 72
NODE ELEVATION K -FACTOR PRESSURE DISCHARGE
NO. Feet Psi Gpm
-----------------------------------------------------------
1 12.00 4.90 18.3 21.0
2 12.00 22.4
3 12.00 21.0
4 12.00 22.4
5 12.00 30.5
6 5.00 35.6 5.0 DOME
7 0.00 39.1
8 0.00 SOURCE 44.8
SPRINKLERS FLOWING
1
AREA PER SPRINKLER
400
TOTAL DESIGN AREA
400
MIN SPRINKLER FLOW
21
REQUIRED DENSITY
0.053
COMPUTED DENSITY
0.052
TOTAL SPRINKLER FLOW
21.0
TOTAL DOMESTIC FLOW
5.0
TOTAL WATER REQUIRED
26.0
SPRINKLER SYSTEM PRESS
40.8
WATER METER LOSS
4.0
VALVE FIXED LOSS
0.0
MINIMUM SPRINKLER PRESS
18.4
TOTAL PRESS
44.8
PRESSURE REMAINING
41.2
PRESSURE REQUIRED
18.4
Sq Ft
Sq Ft
Gpm
Gpm/Sq Ft
Gpm/Sq Ft
Gpm
Gpm
Gpm
Psi
Psi
Psi
Psi
Psi
Copyright(2010)
Psi by
Psi Hydronics Engineering
34119 Fremont B1, Suite 609
(800) 845-9819
MAXIMUM VELOCITY 11.2 FIS
HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 2
ENGINEERS
ADDRESS
Date: 09-12-2018 File: C:\RESDEN57\FP41639STNPB.RES
JOB : 416 39TH STREET
PIPE
BEG
FLOW
K -FACTOR
LENGTH
C -FACTOR
PRESSURE
NO.
GPM
FITTING TYPE
FTG
FRI-LOSS
(Psi)
END
DIAMETER
TOTAL
(Psi/Ft)
-------------------------------------------------------------------------------
1
q=
21.0
K=
4.900
L=
4.0
Pt
18.3
Pt
18.3
1
Q=
21.0
F=
2L
F=
8.0
C= 150
Pe
0.0
Pv
-0.8
Vel=
11.2
D=
0.874
TL=
12.0
0.2288
Pf
2.7
Pn
17.5
3
Pt
21.0
--------------------------------------------------------------------------
2
cf
0.0
K=
0.000
L=
6.0
Pt
22.4
Pt
22.4
2
Q=
0.0
F=
LB
F=
7.0
C= 150
Pe
0.0
Pv
0.0
Vel=
0.0
D=
0.874
TL=
13.0
0.0000
Pf
0.0
Pn
22.4
4
Pt
22.4
--------------------------------------------------------------------------
3
q=
0.0
K=
0.000
L=
8.0
Pt
21.0
Pt
21.0
3
Q=
21.0
F=
LB
F=
10.0
C= 150
Pe
0.0
Pv
-0.3
Vel=
7.1
D=
1.101
TL=
18.0
0.0743
Pf
1.3
Pn
20.7
4
Pt
22.4
--------------------------------------------------------------------------
4
cr
0.0
K=
0.000
L=
75.0
Pt
22.4
Pt
22.4
4
Q=
21.0
F=
llR1B4LF=
36.0
C= 150
Pe
0.0
Pv
-0.3
Vel=
7.1
D=
1.101
TL=
111.0
0.0743
Pf
8.3
Pn
22.0
5
Pt
30.5
--------------------------------------------------------------------------
5
q=
0.0
K=
0.000
L=
7.0
Pt
30.5
Pt
30.5
5
Q=
21.0
F=
3R2LS
F=
20.0
C= 150
Pe
3.0
Pv
-0.3
Vel=
7.1
D=
1.101
TL=
27.0
0.0743
Pf
2.0
Pn
30.2
6
Pt
35.6
--------------------------------------------------------------------------
6
cr
5.0
K=
0.000
L=
45.0
Pt
35.6
Pt
35.6
6
Q=
26.0
F=
G4L
F=
13.0
C= 150
Pe
2.2
Pv
-0.1
Vel=
4.7
D=
1.505
TL=
58.0
0.0241
Pf
1.4
Pn
35.4
7
Pt
39.1
--------------------------------------------------------------------------
7
cr-
0.0
K=
0.000
L=
10.0
Pt
39.1
Pt
39.1
7
Q=
26.0
F=
G
F=
1.0
C= 150
Pe
0.0
Pv
-0.7
Vel=
10.1
D=
1.025
TL=
11.0
0.1564
Pf
1.7
Pn
38.4
8
Pt
40.8
--------------------------------------------------------------------------
Meter
= 4.0
--------------------------------------------------------------------------
8
--------------------------------------------------------------------------
Q=
26.0
<<<
SOURCE
>>>
Pt
44.8
E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly