FSS2017-0037 Griffin Ranch Plan 1Description: GRIFFIN RANCH / MASTER FIRE SPRINKLER / PLAN 2967 / TR 32879
Type: FIRE SPRINKLER
Subtype: RESIDENTIAL -TRACT Status: FINALED
Applied: 9/14/2017 AMA
HOMES
Approved: 9/19/2017 RGR
Parcel No: 767780085 Site Address: 81181 MERV GRIFFIN WY LA QUINTA,CA 92253
Subdivision: TR 32879
Block: Lot: AW
Issued:
Lot Sq Ft: 0
Building Sq Ft: 0 Zoning:
Finaled: 3/13/2018 RGR
Valuation: $0.00
Occupancy Type: Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0 No. Unites: 0
Details:
AL
7CHRONOLOGY TYPE
STAFF NAME
ACTION DATE
COMPLETION DATE
NOTES
DEPOSIT REFUNDED. 101-0000-22811 CLOSED. COUNCIL
DEPOSIT
MIRTA LERMA
8/13/2018
8/13/2018
APPROVED A FLAT FEE STRUCTURE FOR FIRE INSPECTION
AUGUST 2017.
MASTER PLANS WILL ACOOUNT FOR ONE DWELLING BEING
BUILT. THEY CAN USE THIS MASTER PLAN, FOR WHICH THE
FEES WERE PAID, TO CALL FOR INSPECTIONS FOR THE FIRST
OF EACH OF THE PLAN TYPES. RON STATED ADDRESES WERE
NOT IMPORTANT, AND DID NOT CARE THAT THE MASTER
NOTE
ARMANDO MAGALLON
11/1/2017
11/1/2017
PLANS DID NOT HAVE THE ADDRESSES TO THE EXACT
BUILDING FOR WHICH THE FIRE SPRINKLER WAS BEING
BUILT.SO FAR OUT OF THE 9 PLAN TYPES ONLY 6 MASTER
PLANS INCLUDING 4154, 3314, 4700, 3475, 2967, AND 3818
HAVE BEEN ISSUED. (2) NEW PERMIT NUMBERS FOR 4154, (3)
NEW PERMITS FOR 3314, AND (1) NEW PERMIT FOR 4700
WAS CREATED.
Printed: Thursday, January 26, 2023 1:01:43 PM 1 of 3
WsYsrEMS
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST
CORONA
CA
92879
JUDYL@FIREINC.NET
SUITE 200
BILL TO
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST
CORONA
CA
92879
JUDYL@FIREINC.NET
SUITE 200
CONTRACTOR
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST
CORONA
CA
92879
JUDYL@FIREINC.NET
SUITE 200
OWNER
IOTA GRIFFIN
4675 MACARTHUR CT
NEWPORT
CA
0
NO 1550
BEACH
pr
••
•
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
FIRE SPRINKLER
SYSTEM RESIDENTIAL -
101-0000-22811
1
$614.00
$614.00
9/14/17
R27960
229262
CHECK
FIRE SPRINKLER
AMA
SYSTEMS INC
MODELS
Total Paid for FIRE SPRINKLER SYSTEM RESIDENTIAL -
$614.00
$614.00
MODELS:
TECHNOLOGY
502-0000-43611
0
$5.00
$5.00
9/14/17
R27960
229262
CHECK
FIRE SPRINKLER
AMA
ENHANCEMENT FEE
SYSTEMS INC
Total Paid for TECHNOLOGY ENHANCEMENT FEE:
$5.00
$5.00
TOTALS:mmd
•0
$619.00
•
•
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
COMPLETED
RESULT
REMARKS
NOTES
DATE
DATE
OVERHEAD ROUGH
RGR
1/25/2018
1/25/2018
APPROVED
PIPING
FIRE FINAL"
RGR
3/13/2018
3/13/2018
APPROVED
Printed: Thursday, January 26, 2023 1:01:43 PM
2of3
CRWSYSTEMS
BOND INFORMATION
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION
PATHNAME SUBDIR ETRAKIT ENABLED
Building Permit
Building Permit
DOC 11/4/2021 JOSE DELGADO Application and
Application and
0
Tracking Sheet.pdf
Tracking Sheet.pdf
DOC 11/4/2021 JOSE DELGADO Fire Review
Fire Review
0
Application.pdf
Application.pdf
Printed: Thursday, January 26, 2023 1:01:43 PM 3 of 3
WsYsrEMS
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CONSTRUCTION PHASING EXHIBIT
GRIFFIN RANCH — LENNAR
DATE: 8/30/2017 S:\2017\31586\CALL\2976.rdf Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
GRIFFIN RANCH
LA QUINTA, CA
PLAN 2967
10%s TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 8/30/2017
File No: 31586
Data File Name: 2976.rdf
SPRINKLER SPACING
256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(16xl6) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press.
Flowing Flow (psi)
1 13.0 7.6
2 13.0 7.6
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
Node Total Avail. Req'd
No. Flow Press. Press.
20 18.0 74.5 32.7
20 31.7 74.5 56.2
DATE: 8/30/2017 S:\2017\31586\CALC\2976.rdf Page 2
RESULTS OF ANALYSIS
PIPE & NODE DATA
*
FLOW ANALYSIS
* 1 sprinkler
flowing * 2 sprinklers flowing
FIXD
P ##
END
LEN
FIT.
LOSS
EL SP *DISCH
FLOW
PF
PT *DISCH
FLOW
PF
PT
HWC
NOD
DIA
EQV.LN
PUMP
(FT)
(K) *(GPM)
FL/FT
PE (PSI)*(GPM)
FL/FT
PE (PSI)
1
100
30.00
BG
----
-2.0
SRCE ----
18.0
3.28
32.7 ----
31.7
9.37
56.2
150
101
0.995
6.0
----
-2.0
---- ----
0.09
0.00
29.4 ----
0.26
0.00
46.8
2
101
1.00
-4.0
-2.0
---- -----
18.0
0.09
29.4 ----
31.7
0.26
46.8
150
102
0.995
0.0
-----
-2.0
---- ----
0.09
0.00
25.3 ----
0.26
0.00
42.5
3
102
70.00
3L
----
-2.0
---- ----
18.0
1.88
25.3 ----
31.7
5.36
42.5
150
103
1.360
24.0
----
-2.0
---- ----
0.02
0.00
23.4 ----
0.06
0.00
37.2
4
103
4.00
LG
----
-2.0
---- ----
18.0
0.20
23.4 ----
31.7
0.57
37.2
150
104
1.265
3.0
----
2.0
-5 5
0.03
1.73
21.5 5
0.08
1.73
34.9
5
104
2.00
L
----
2.0
-5 5
13.0
0.21
21.5 5
26.7
0.81
34.9
150
105
1.101
5.0
----
4.0
---- ----
0.03
0.87
20.4 ----
0.12
0.87
33.2
6
105
1.00
-3.0
4.0
---- ----
13.0
0.03
20.4 ----
26.7
0.12
33.2
150
106
1.101
0.0
----
4.0
---- ----
0.03
0.00
17.4 ----
0.12
0.00
30.1
7
106
6.00
2L
----
4.0
---- ----
13.0
0.49
17.4 ----
26.7
1.86
30.1
150
10 1.101
10.0 ----
10.0
---- ----
0.03
2.60
14.3 ----
0.12
2.60
25.6
8 10 3.50
150 11 0.874
9 11 8.00
150 12 0.874
L ---- 10.0 ---- ---- 13.0 0.71 14.3 ---- 26.7 2.68 25.6
4.0 ---- 10.0 ---- ---- 0.09 0.00 13.6 ---- 0.36 0.00 23.0
B ---- 10.0 ---- ---- 7.5 0.38 13.6 ---- 15.4 1.43 23.0
3.0 ---- 10.0 ---- ---- 0.03 0.00 13.2 ---- 0.13 0.00 21.5
10
12
1.00
L ----
10.0 ---- ----
7.5
0.17
13.2 ----
15.4
0.65
21.5
150
13
0.874
4.0 ----
11.0 ---- ----
0.03
0.43
12.6 ----
0.13
0.43
20.4
11
13
13.50
L2R ----
11.0 ---- ----
7.5
0.67
12.6 ----
15.4
2.53
20.4
150
14
0.874
6.0 ----
11.0 ---- ----
0.03
0.00
11.9 ----
0.13
0.00
17.9
12
14
2.00
L ----
11.0 ---- ----
7.5
0.20
11.9 ----
15.4
0.78
17.9
150
15
0.874
4.0 ----
13.0 ---- ----
0.03
0.87
10.9 ----
0.13
0.87
16.3
13
15
1.00
L ----
13.0 ---- ----
7.5
0.17
10.9 ----
15.4
0.65
16.3
150
16
0.874
4.0 ----
13.0 ---- ----
0.03
0.00
10.7 ----
0.13
0.00
15.6
14
16
43.00
3L6R ----
13.0 ---- ----
6.7
1.69
10.7 ----
14.4
6.97
15.6
150
17
0.874
18.0 ----
13.0 ---- ----
0.03
0.00
9.0 ----
0.11
0.00
8.7
15
17
1.00
R ----
13.0 ---- ----
0.0
0.00
9.0 ----
13.7
0.21
8.7
150
18
0.874
1.0 ----
13.0 4.71 ----
0.00
0.00
9.0 13.7
0.10
0.00
8.4
16
17
10.00
B ----
13.0 ---- ----
6.7
0.36
9.0 ----
0.7
0.01
8.7
150
19
0.874
3.0 ----
13.0 -
0.03
0.00
8.6 ----
0.00
0.00
8.6
DATE: 8/30/2017 S:\2017\31586\CALC\2976.rdf Page 3
17
19
1.00
B7R ----
13.0
---- ---- 13.0
1.04
8.6
---- 13.0
1.04
8.6
150
20
0.874
10.0 ----
13.0
4.71 13.0 0.09
0.00
7.6
13.0 0.09
0.00
7.6
18
19
42.50
----
13.0
---- ---- -6.3
1.05
8.6
---- -12.3
3.61
8.6
150
21
0.874
0.0 ----
13.0
---- ---- -0.02
0.00
9.7
---- -0.09
0.00
12.3
19
21
2.00
L ----
13.0
---- ---- -6.3
0.15
9.7
---- -12.3
0.51
12.3
150
22
0.874
4.0 ----
11.0
---- ---- -0.02
0.87
10.7
---- -0.09
0.87
13.6
20
22
7.50
L ----
11.0
---- ---- -6.3
0.28
10.7
---- -12.3
0.98
13.6
150
23
0.874
4.0 ----
11.0
---- ---- -0.02
0.00
11.0
---- -0.09
0.00
14.6
21
23
5.00
LB ----
11.0
---- ---- 0.0
0.00
11.0
---- 0.0
0.00
14.6
150
24
0.874
7.0 ----
11.0
---- ---- 0.00
0.00
11.0
---- 0.00
0.00
14.6
22
23
17.50
BR ----
11.0
---- ---- -6.3
0.53
11.0
---- -12.3
1.83
14.6
150
25
0.874
4.0 ----
11.0
---- ---- -0.02
0.00
11.5
---- -0.09
0.00
16.4
23
25
8.50
B ----
11.0
---- ---- -0.8
0.01
11.5
---- -1.0
0.01
16.4
150
26
0.874
3.0 ----
13.0
---- ---- 0.00
0.87
10.7
---- 0.00
0.87
15.6
24
26
2.00
L ----
13.0
---- ---- -0.8
0.00
10.7
---- -1.0
0.01
15.6
150
27
0.874
4.0 ----
13.0
---- ---- 0.00
0.00
10.7
---- 0.00
0.00
15.6
25
27
25.00
LB4R ----
13.0
---- ---- -0.8
0.02
10.7
---- -1.0
0.03
15.6
150
16
0.874
11.0 ----
13.0
---- ---- 0.00
0.00
10.7
---- 0.00
0.00
15.6
26
25
29.50
B4R ----
11.0
---- ---- -5.5
0.70
11.5
---- -11.3
2.64
16.4
150
28
0.874
7.0 ----
11.0
---- ---- -0.02
0.00
12.2
_--- -0.07
0.00
19.1
27
28
1.00
L ----
11.0
---- ---- -5.5
0.10
12.2
---- -11.3
0.36
19.1
150
29
0.874
4.0 ----
10.0
---- ---- -0.02
0.43
12.8
---- -0.07
0.43
19.9
28
29
26.50
L3B3R ----
10.0
---- ---- -5.5
0.82
12.8
---- -11.3
3.08
19.9
150
11
0.874
16.0 ----
10.0
---- ---- -0.02
0.00
13.6
---- -0.07
0.00
23.0
Node Notes
Pipe Notes
Legend:
P - Pipe # LEN - Pipe Length
DIA - Pipe Diameter FIT. - Pipe Fittings
EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device
PUMP - Pump Pressure EL - Node Elevation
SP - K-Factor DISCH - Discharge in gpm
FLOW - Flow Rate FL/FT - Friction Loss per Foot
PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation
PT - Total Pressure at Node
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X,
DATE: 8/30/2017 S:\2017\31586\CALC\2976.rdf Page 4
The maximum velocity of water flow occurs in pipe 2
at 7.43 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 8
at 14.28 ft/s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
PAGE: C
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.874
1.00
4.00 3.00 1.00
1.00
5.00
2.00
0.00
0.00
0.00
1.101
1.00
5.00 5.00 1.00
1.00
8.00
2.00
0.00
0.00
0.00
PAGE: K
MATERIAL: Copper Tube-K
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.995
1.00
2.00 6.00 2.00
2.00
6.00
0.00
0.00
0.00
0.00
PAGE: L
MATERIAL: Copper Tube-L
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.265
1.00
3.00 6.00 2.00
2.00
7.00
0.00
0.00
0.00
0.00
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.360
2.00
8.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.7.0 computer program (License No. 50081444 )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.17 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.19 gpm with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 56.2 psi and a 7 minute flow of 222 gal. and a 10 minute flow of 317.0 gallon:
The minimum pressure at any node is 7.6 psi at node 20.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 8/30/2017 S:\2017\31586\CALC\2976.rdf
Page 5
75.0-
67.5
P
60.0
R
E
52.5
S
S
45.0
U
R
37.5
E
( 30.0
P
22.5
S
I
15.0
7.5
0.0
04 8 12
WATER SUPPLY CURVE
A C
0
CB
16 20 24 28 32 36
FLOW (GPM)
Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm
(1 sprinkler flowing) (2 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
74.5 psi @ 18.0 gpm 74.5 psi @ 31.7 gpm
B = Required Water Supply D = Required Water Supply
32.7 psi @ 18.0 gpm 56.2 psi @ 31.7 gpm
I
40
DATE: 8/30/2017 S:\2017\31586\CALC\2976.rdf Page 6
DATE: 8/30/2017 S:\2017\31586\CALC\2976.rdf
Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
GRIFFIN RANCH
LA QUINTA, CA
PLAN 2967
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 8/30/2017
File No: 31586
Data File Name: 2976.rdf
SPRINKLER SPACING
400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft.
Min. Dist. Bet. Spklrs: 10.0 Max. Dist. Spklr. to Wall: 10.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(20x20) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Intl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press.
Flowing Flow (psi)
1 20.0 18.0
1 20.0 18.0
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
Node Total Avail. Req'd
No. Flow Press. Press.
24 25.0 74.5 52.7
24 25.0 74.5 52.7
DATE: 8/30/2017 S:\2017\31586\CALL\2976.rdf Page 2
RESULTS OF ANALYSIS
PIPE & NODE DATA * FLOW ANALYSIS
* 1 sprinkler flowing * 1 sprinklers flowing
FIXD
P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT
HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI)
1 100 30.00 BG ---- -2.0 SRCE ---- 25.0 6.05 52.7 ---- 25.0 6.06 52.7
150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 46.7 ---- 0.17 0.00 46.7
2 101 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 46.7 ---- 25.0 0.17 46.7
150 102 0.995 0.0 ---- -2.0 ---- ----- 0.17 0.00 42.5 ---- 0.17 0.00 42.5
3 102 70.00 3L -_ -2.0 ---- ---- 25.0 3.45 42.5 ---- 25.0 3.45 42.5
150 103 1.360 24.0 -- - -2.0 ---- ---- 0.04 0.00 39.0 ---- 0.04 0.00 39.0
4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 39.0 ---- 25.0 0.37 39.0
150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 36.9 5 0.05 1.73 36.9
5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 36.9 5 20.0 0.48 36.9
150 105 1.101 5.0 -- 4.0 ---- ---- 0.07 0.87 35.6 ---- 0.07 0.87 35.6
6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 35.6 _--- 20.0 0.07 35.6
150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 32.5 ---- 0.07 0.00 32.5
7 106 6.00 2L ---- 4.0 ---- ---- 20.0 1.09 32.5 ---- 20.0 1.09 32.5
150 10 1.101 10.0 ---- 10.0 ----- ---- 0.07 2.60 28.8 ---- 0.07 2.60 28.9
8 10 3.50 L ---- 10.0 ---- ---- 20.0 1.57 28.8 ---- 20.0 1.57 28.9
150 11 0.874 4.0 ---- 10.0 ---- ---- 0.21 0.00 27.3 ---- 0.21 0.00 27.3
9 11 8.00 B ---- 10.0 ---- ---- 11.0 0.76 27.3 ---- 11.0 0.76 27.3
150 12 0.874 3.0 -- 10.0 ---- - 0.07 0.00 26.5 ---- 0.07 0.00 26.5
10 12 1.00 L ---- 10.0 ---- ---- 11.0 0.35 26.5 ---- 11.0 0.35 26.5
150 13 0.874 4.0 ---- 11.0 ---- ---- 0.07 0.43 25.7 ----- 0.07 0.43 25.7
11 13 13.50 L2R ---- 11.0 ---- ---- 11.0 1.35 25.7 ---- 11.0 1.35 25.7
150 14 0.874 6.0 ---- 11.0 ---- ---- 0.07 0.00 24.4 ---- 0.07 0.00 24.4
12 14 2.00 L ---- 11.0 ---- ---- 11.0 0.41 24.4 ---- 11.0 0.41 24.4
150 15 0.874 4.0 ---- 13.0 ---- ---- 0.07 0.87 23.1 ---- 0.07 0.87 23.1
13 15 1.00 L ---- 13.0 ---- ---- 11.0 0.35 23.1 ---- 11.0 0.35 23.1
150 16 0.874 4.0 ---- 13.0 ---- ---- 0.07 0.00 22.8 ---- 0.07 0.00 22.8
14 16 43.00 3L6R ---- 13.0 ---- ---- 6.1 1.42 22.8 ---- 6.1 1.42 22.8
150 17 0.874 18.0 ---- 13.0 ---- ---- 0.02 0.00 21.3 ---- 0.02 0.00 21.3
15 17 1.00 R ---- 13.0 -- ---- 0.0 0.00 21.3 ---- 0.0 0.00 21.3
150 18 0.874 1.0 ---- 13.0 ---- ---- 0.00 0.00 21.3 ---- 0.00 0.00 21.3
16 17 10.00 B ---- 13.0 ---- -- - 6.1 0.30 21.3 ---- 6.1 0.30 21.3
150 19 0.874 3.0 ---- 13.0 ---- ---- 0.02 0.00 21.0 ---- 0.02 0.00 21.0
DATE:
8/30/2017
S:\2017\31586\CALC\2976.rdf
Page 3
17 19
1.00
B7R ---- 13.0 ---- ---- 0.0 0.00 21.0 ----
0.0 0.00 21.0
150 20
0.874
10.0 ---- 13.0 ---- ---- 0.00 0.00 21.0 ----
0.00 0.00 21.0
18 19 42.50
150 21 0.874
19 21 2.00
150 22 0.874
20 22 7.50
150 23 0.874
21 23 5.00
150 24 0.874
22 23 17.50
150 25 0.874
23 25 8.50
150 26 0.874
24 26 2.00
150 27 0.874
---- 13.0 ---- ---- 6.1 0.99 21.0 ---- 6.1 0.99 21.0
0.0 ---- 13.0 ---- ---- 0.02 0.00 20.1 ---- 0.02 0.00 20.1
L ---- 13.0 ---- ---- 6.1 0.14 20.1 ---- 6.1 0.14 20.1
4.0 ---- 11.0 ---- ---- 0.02 0.87 20.8 ---- 0.02 0.87 20.8
L ---- 11.0 ---- ---- 6.1 0.27 20.8 ---- 6.1 0.27 20.8
4.0 ---- 11.0 ---- ---- 0.02 0.00 20.5 ---- 0.02 0.00 20.5
LB ---- 11.0 ---- ---- 20.0 2.51 20.5 ---- 20.0 2.51 20.5
7.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0
BR ---- 11.0 ---- ---- -13.9 2.30 20.5 ---- -13.9 2.30 20.5
4.0 ---- 11.0 ---- ---- -0.11 0.00 22.8 ---- -0.11 0.00 22.8
B ---- 11.0 ---- ---- -4.9 0.18 22.8 ---- -4.9 0.18 22.8
3.0 ---- 13.0 ---- ---- -0.02 0.87 22.1 ---- -0.02 0.87 22.1
L ---- 13.0 ---- ---- -4.9 0.09 22.1 ---- -4.9 0.09 22.1
4.0 ---- 13.0 ---- ---- -0.02 0.00 22.2 ---- -0.02 0.00 22.2
25 27 25.00 LB4R ---- 13.0 ---- ---- -4.9 0.55 22.2 ---- -4.9 0.55 22.2
150 16 0.874 11.0 ---- 13.0 ---- ---- -0.02 0.00 22.8 ---- -0.02 0.00 22.8
26 25 29.50 B4R ---- 11.0 ---- ---- -9.0 1.75 22.8 ---- -9.0 1.75 22.8
150 28 0.874 7.0 ---- 11.0 ---- ---•• -0.05 0.00 24.6 ---- -0.05 0.00 24.6
27 28 1.00 L ---- 11.0 ---- ---- -9.0 0.24 24.6 ---- -9.0 0.24 24.6
150 29 0.874 4.0 --- 10.0 ---- ---- -0.05 0.43 25.2 ---- -0.05 0.43 25.2
28 29 26.50 L3B3R ---- 10.0 ---- ---- -9.0 2.04 25.2 ---- -9.0 2.04 25.2
150 11 0.874 16.0 ---- 10.0 ---- ---- -0.05 0.00 27.3 ---- -0.05 0.00 27.3
Node Notes
Pipe Notes
Legend:
P - Pipe # LEN - Pipe Length
DIA - Pipe Diameter FIT. - Pipe Fittings
EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device
PUMP - Pump Pressure EL - Node Elevation
SP - K-Factor DISCH - Discharge in gpm
FLOW - Flow Rate FL/FT - Friction Loss per Foot
PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation
PT - Total Pressure at Node
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X,
DATE: 8/30/2017 S:\2017\31586\CALC\2976.rdf Page 4
The maximum velocity of water flow occurs in pipe 21
at 10.70 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 21
at 10.70 ft/s with 1 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
PAGE: C
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.874
1.00
4.00 3.00 1.00
1.00
5.00
2.00
0.00
0.00
0.00
1.101
1.00
5.00 5.00 1.00
1.00
8.00
2.00
0.00
0.00
0.00
PAGE: K
MATERIAL: Copper Tube-K
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.995
1.00
2.00 6.00 2.00
2.00
6.00
0.00
0.00
0.00
0.00
PAGE: L
MATERIAL: Copper Tube-L
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.265
1.00
3.00 6.00 2.00
2.00
7.00
0.00
0.00
0.00
0.00
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.360
2.00
8.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.7.0 computer program (License No. 50081444 )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.08 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.01 gpm with 1 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 52.7 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallon:
The minimum pressure at any node is 18.0 psi at node 24.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 8/30/2017 S:\2017\31586\CALC\2976.rdf
Page 5
75.0
67.5
P
60.0
R
E
52.5
S
S
45.0
U
R
37.5
E
30.0
{
P
C
n
WATER SUPPLY
DATE: 8/30/2017 S:\2017\31586\CALL\2976.rdf Page 6
City of La Quinta
Bufkaw a Safety Division
Permit #
'P.(3 Box 1504,76-495 Caffe Tampico
4-Quirlta, CA 92253 - (7d0) 777 7012
Building Permit Application and Tracking Sheet
ProjectAdd,=.:MASTER PLAN 1 (AS -BUILT TO FSS-2017-0037) owneesName: LENNAR
AP.Number.
Address.980 MONTECITO DR, # 302
Legal Description MASTER PLAN TYPE.1 •
City, ST, zip: CORONA, CA 92879
Contractor FIRE SPRINKLER SYSTEMS, INC • Telephone:
Address: 705 E. HARRISON ST. #200
projectDeseription:
City, ST. Zip: CORONA, CA 92879
INSTALLATION OF RESIBENTIAL FIRE SPRINKLERS
Telephone: 951-272-2522
35 HEADS 13,602 SF
State Lim # : 684600
City Lie. 9; 762890
Arch, Engr., Designer.
.,
Address:
City, ST, Zip:
Telephone:
Construction Typo: V-B Occupancy: R3/U
State Lie #:
�. Prnjeet type (circle one): New Add'n Alter Repair Demo
Name ofContagPerson: JAMIE BISHIP
Sq•Ft.: 3,602SF #Stories: 1 #Units: WA
Telephone#of Contact Person:951-272-2522 Estimated Value of Project: $1,680.00
APPLICANT: DO NOT WRrrE BELOW THIS LINE
0 Submittal Req'd 'Peed TRACMG FERMIT FEES -
plan Sets
Plan Checksabmitted Item Amount
Structural Cates
Reviewed, ready for corrections Plan Check Deposit.
Truss C21cs.
Called Contact Person Plan Check Balance.
Tide 24 Calci.
Plans picked up Conatrncdou
Flood plain plan
Plans resubmitted.' •
Aieehanical
Grading plan
2't Review, ready for eorre tiiousfissue
Electrical
Subcoutattor List
Caged Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
]I O.A. Approval
Plans resubmitted
Gradlug
IiOUSE:-
Review; ready for correctloas/rssue
Developer Impact Fee
PlanuingA4)proval•
Called Contact Person
A&P.P. '
Pub. Wb-Appr '
Date ofpermit issue
Sc5oblFtta
Total Permit Fees
Z
Domestic Water System Flow Analysis
Domestic Water System Flow Analysis (Hydraulic Model)
Requested By: I FIRE SPRINKLERS SYSTEMS, INC
Address: 705 E. HARRISON STREET
CORONA, CA 92879
Coachella Valley Water District
75515 Hovley Lane East
Palm Desert, CA 92211
Date: 7/18/17
APN:
Req. Fire Flow: + 1000gpm at 20psi fort hours.
Contact Name: JAMIE BISHIP Project Name: GRIFFIN RANCH
Phone: 800-915-3473
Email: jamieb@fireinc.net Cell:
Domestic Water System HYDRANT AT THE NE CORNER OF MERV GRIFFIN WAY AND DAMASCUS DRIVE, La Quinta, GEO
Flow Analysis Location: 6-7-15-2, PZ 17-8160
Model Information
Flow Analysis Description
CVWD Domestic Water
Hydraulic h
Test 1 Test 2
T Test 3
Elevation (Ft):
-16
Steady State, Dynamic (psi):
82.8
Residual Pressure (psi):
74.82
Fire Flow Tested (gpm):
2,300
Combined Total:
Tested Model Junction: I J1828
Requested
•
Test 4
Flaw
Domestic
system flow
None
available
without
--
exceeding
CVWD's
N/A
N/A
criteria.
Duration:
2 hours
Demand Conditions:
Peak Day Demand (PDD)
Reservoir No./Level (s):
Reservoir 6726
Pumps Operating No's:
Pumps On
Pressure Zone and HGL:
Lake Cahuilla (145')
Model:
MervGriffin&Damascus-CVWD DomesticWater 012616
Comments: The domestic water system is capable of providing 2,300 gpm for 2 hours that satisfies CVWD's minimum
pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple fire hydrants. This
simulated system flow analysis may not include all facilities that may be required for this development/project.
Please cheek with Development Services for further information on all required facilities: The theoretical flow to
drop the residual pressure to 20 psi is greater than 5,000 gpm. Please note the theoretical flow exceeds CVWD's
design criteria on the domestic water network.
These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to
supply water to the project at the flows or pressures indicated It is important to note that the capacity of the on -site fire system,
meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual
flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months
from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design
responsibility resides with the Engineer -of -Record for this Project.
Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397.
RRO"EIVED
Completed By: Date: Q
AUG 3 0 2017
Page 1 SOMMUNIT' DEVri_.f-�p ;;�:\`r ENG DS-016
(8/31/15)
�ti_.
Isk
City of La Quinta
Design and Development Department
78-495 Calle Tampico
r: Lo Quinta, CA 92253
Telephone: (760)777-7125 Fax: (760)777-1233
•�'rr OF TltLVWIh'.,IQ-aulin:ta_.ora
Riverside County Fire Department
Riverside Office
2300 Market Street, Ste. 150
Riverside, CA 92501
(951)955-4777
FIRE REVIEW APPLICATION
CI NEW ❑ TENANT IMPROVEMENT
PROJECT INFORMATION
Project Name: GRIFFIN RANCH
Site Address: MASTER PLAN TYPE (1) 29tp'I
City & Zip: LA QUINTA, CA
RECEIVL'U
AUG 3 0 2016
CITY OF LA QUINTA
COMMUNITY DEVELOPMENT
_ PERMIT NO.
Please Print)
Sign:
Print: _a BISHIP
1 have react and understand that fees are DEPOW BASED FEES and there may be additional money dtre prior to or
after project final.
■ Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the
Cify's fire department, and the County designee serves as the City`s fire chief, Applicant recognizes this
contracted arran errrenf and shall corn ly with County Fire De artment directions.
APPLICANT/CONTACT INFORMATION BILLING INFORMATION: I] Same as Applicant info
Applicant Name:
FIRE SPRINKLER SYSTEMS, INC.
Contact Person: JAMIE BISHIP
Mailing Address: 705 E. HARRISON ST.
City & Zip: CORONA, CA 92879
Phone Number: 951-272-2522 Fax:
Contractor
License Number: 684600
Bill To: FIRE SPRINKLER SYSTEMS, INC
Mailing Address: 705 E. HARRISON ST. #200
Ciiy & Zip: CORONA, CA 92879
Phone Number: 800-915-3473 Fax:
Email: jamieb@fireinc.net Email: jamieb@fireinc.net
The parson tasted on-81111ng €nformariorl" will receive A.11 billing. Correspondence and refunds for any work. billed to this permit. Any