FSS2017-0042 Griffin Ranch Plan 4 Rev 2Description: GRIFFIN RANCH / MASTER FIRE SPRINKLER / PLAN 3818 / 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: 2/6/2018 RGR
Valuation: $0.00
Occupancy Type: Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0 No. Unites: 0
Details:
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.
AL
ML
CONDITIONS
CONTAC
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST
CORONA
CA
92879
(800)915-3473
JUDYL@FIREINC.NET
SUITE 200
BILL TO
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST
CORONA
CA
92879
(800)915-3473
JUDYL@FIREINC.NET
SUITE 200
CONTRACTOR
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST
CORONA
CA
92879
(800)915-3473
JUDYL@FIREINC.NET
SUITE 200
Printed: Thursday, January 26, 2023 3:27:00 PM 1 of 3
WsYsrEMS
1 INFORMATION
FINANCIAL
CLTD
DESCRIPTION
ACCOUNT
CITY
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
• 00
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES
DATE DATE
OVERHEAD HYRO
RGR
11/3/2017
11/3/2017
DISAPPROVE
Relocate entry way sprinkler repair hangers
OVERHEAD ROUGH
RGR
11/14/2017
11/14/2017
APPROVED
PIPING
FIRE FINAL"
RGR
2/6/2018
2/6/2018
APPROVED
PARENT PROJECT���
PROJECT NO PROJECTTYPE APPLIED PROJECTSUETYPE APPROVED STATUS CLOSED PLANNER
BTCP2017-0006 TRACT RESIDENTIAL
6/9/2017 STANDARD
8/28/2017
APPROVED- JAKE FUSON
CONSTRUCTION PLAN
CONDITIONS
Printed: Thursday, January 26, 2023 3:27:00 PM
2of3
CRWSYSTEMS
BOND INFORMATION
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME SUBDIR
ETRAKIT ENABLED
Building Permit
Building Permit
DOC
11/4/2021
JOSE DELGADO
Application and
Application & Tracking
0
Tracking Sheet.pdf
Sheet.pdf
DOC
11/4/2021
JOSE DELGADO
Fire Review
Fire Review
0
Application.pdf
Application.pdf
Printed: Thursday, January 26, 2023 3:27:00 PM 3 of 3
WsYsrEMS
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CONSTRUCTION PHASING EXHIBIT
GRIFFIN RANCH - LENNAFt
DATE: 8/29/2017 S:\2017\31586\CALC\3818.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 3818
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 8/29/2017
File No: 31586
Data File Name: 3818.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.
14 18.0 74.5 30.7
14 31.5 74.5 52.2
DATE: 8/29/2017 S:\2017\31586\CALC\3818.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
3.30
30.7 ----
31.5
9.28 52.2
150
101 0.995
6.0
----
-2.0
---- ---- 0.09
0.00
27.4 ----
0.26
0.00 42.9
2
101 1.00
-4.0
-2.0
---- ---- 18.0
0.09
27.4 ----
31.5
0.26 42.9
150
102 0.995
0.0
----
-2.0
---- ---- 0.09
0.00
23.3 ----
0.26
0.00 38.7
3
102 70.00
3L
- -
-2.0
---- ---- 18.0
1.88
23.3 ----
31.5
5.30 38.7
150
103 1.360
24.0
----
-2.0
---- ---- 0.02
0.00
21.4 ----
0.06
0.00 33.4
4
103 4.00
LG
----
-2.0
----- ---- 18.0
0.20
21.4 ----
31.5
0.56 33.4
150
104 1.265
3.0
----
2.0
-5 5 0.03
1.73
19.5
5 0.08
1.73 31.1
5
104 2.00
L
----
2.0
-5 5 13.0
0.21
19.5
5 26.5
0.80 31.1
150
105 1.101
5.0
----
4.0
---- ---- 0.03
0.87
18.4 ----
0.11
0.87 29.4
6
105 1.00
-3.0
4.0
---- ---- 13.0
0.03
18.4 ----
26.5
0.11 29.4
150
106 1.101
0.0
----
4.0
---•- ---- 0.03
0.00
15.4 ----
0.11
0.00 26.3
7
106 7.00
2L
----
4.0
---- ---- 13.0
0.52
15.4 ----
26.5
1.95 26.3
150
10 1.101
10.0 ----
11.0
---- ---- 0.03
3.03 11.8 ----
0.11
3.03 21.3
8
10 6.50
L ----
11.0 ----
---- 13.0
0.99 11.8 ----
26.5
3.70 21.3
150
11 0.874
4.0 ----
11.0 ----
---- 0.09
0.00 10.8 ----
0.35
0.00 17.6
9
11 50.00
B7R
- -
11.0 ----
---- 7.0
1.79 10.8 ----
14.0
6.48 17.6
150
12 0.874
10.0 ---
11.0 ----
---- 0.03
0.00
9.0 ----
0.11
0.00 11.1
10
12 24.00
3R ----
11.0 ----
•----- 7.0
0.81
9.0 ----
14.0
2.92 11.1
150
13 0.874
3.0 ----
11.0 ----
---- 0.03
0.00
8.2 ----
0.11
0.00 8.2
11
13 3.50
B ----
11.0 ----
---- 13.0
0.61
8.2 ----
13.0
0.61 8.2
150
14 0.874
3.0 ----
11.0 4.71 13.0 0.09
0.00
7.6 13.0
0.09
0.00 7.6
12
13 5.00
B --
-
11.0 ----
---- -6.0
0.18
8.2 ----
1.0
0.01 8.2
150
15 0.874
3.0 ----
11.0 4.71
---- -0.02
0.00
8.4 13.5
0.00
0.00 8.2
13
15 18.50
2R ----
11.0 4.71
---- -6.0
0.46
8.4 13.5
-12.5
1.81 8.2
150
16 0.874
2.0 ----
11.0 ----
---- -0.02
0.00
8.9 ----
-0.09
0.00 10.0
14
16 14.00
2R ----
11.0 ----
---- -2.7
0.08
8.9 ----
-5.6
0.32 10.0
150
17 0.874
2.0 ----
11.0 ----
---- -0.01
0.00
8.9 ----
-0.02
0.00 10.3
15
17 6.50
R ----
11.0 ----
--•-- -2.7
0.04
8.9 -- -
-5.6
0.15 10.3
150
18 0.874
1.0 ----
11.0 ----
---- -0.01
0.00
9.0 --
-0.02
0.00 10.5
16
18 5.00
B ----
11.0 ----
---- -2.7
0.04
9.0 ----
-5.6
0.16 10.5
150
19 0.874
3.0 ----
11.0 ----
---- -0.01
0.00
9.0 ----
-0.02
0.00 10.6
17
19 2.00
L ----
11.0 ----
---- -2.7
0.03
9.0 -- -
-5.6
0.12 10.6
DATE:
8/29/2017
S:\2017\31586\CALC\3818.rdf
Page
3
150
20
0.874
4.0 ----
13.0 ----
---- -0.01
0.87
8.2
---- -0.02
0.87
9.9
18
20
56.00
L5R ----
13.0 ----
---- -2.7
0.33
8.2
---- -5.6
1.30
9.9
150
21
0.874
9.0 ----
13.0 ----
---- -0.01
0.00
8.5
---- -0.02
0.00
11.2
19
21
14.00
B3R ----
13.0 ----
---- -2.7
0.10
8.5
---- -5.6
0.40
11.2
150
22
0.874
6.0 ----
13.0 ----
---- -0.01
0.00
8.6
---- -0.02
0.00
11.6
20
22
56.00
B6R ----
13.0 ----
---- 3.3
0.49
8.6
---- 6.9
1.90
11.6
150
23
0.874
9.0 ----
13.0 ----
---- 0.01
0.00
8.1
---- 0.03
0.00
9.7
21
23
2.00
L ----
13.0 ----
---- 3.3
0.05
8.1
---- 6.9
0.18
9.7
150
24
0.874
4.0 ----
11.0 ----
---- 0.01
0.87
9.0
---- 0.03
0.87
10.4
22
24
5.50
LB ----
11.0 ----
---- 3.3
0.09
9.0
---- 6.9
0.37
10.4
150
16
0.874
7.0 ----
11.0 ----
---- 0.01
0.00
8.9
---- 0.03
0.00
10.0
23
22
8.00
2R ----
13.0 ----
---- -6.0
0.23
8.6
---- -12.5
0.88
11.6
150
25
0.874
2.0 ----
13.0 ----
---- -0.02
0.00
8.9
---- -0.09
0.00
12.5
24
25
2.00
L ----
13.0 ----
---- -6.0
0.14
8.9
---- -12.5
0.53
12.5
150
26
0.874
4.0 ----
11.0 ----
---- -0.02
0.87
9.9
---- -0.09
0.87
13.9
25
26
27.50 2L2BR ----
11.0 ----
---- -6.0
0.96
9.9
---- -12.5
3.74
13.9
150
11
0.874
15.0 ----
11.0 ----
---- -0.02
0.00
10.8
---- -0.09
0.00
17.6
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, Y= Y, Z=
The maximum velocity of water flow occurs in pipe 1
at 7.43 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 8
at 14.17 ft/s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
DATE: 8/29/2017 S:\2017\31586\CALC\3818.rdf
Page 4
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 0.01 gpm with one
sprinkler
flowing, and 0.010 gpm at each node and
maximum imbalance
of 0.07 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 52.2 psi and a 7 minute flow of 221 gal.
and a 10 minute flow of
315.1 gallons.
The minimum pressure at any node is 7.6
psi at node 14.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 8/29/2017 S:\2017\31586\CALC\3818.rdf
Page 5
LA ^'L== �Y Q T VE
75.E
I
67.5
p I
R60.0
S52.5 D
S I
U45.0
R
E37.5
c
(30.0 B
p I
522.5
I I
) 15.0
7.5
0 - �4 8 12 16 20 24 28 32 36 40
FLOW (GPM)
= 74.5 psi, Re5luuai = oi.3 psi @ 2300 qpm
r flowinq) (2 sprinklers flowing)
= Available WatC = Available water Supply
74.5 psi @ 18.0 c74.5 psi @ 31.5 qpm
= Required WateD = Required Water Supply
30.7 psi @ 18.0 c52.2 psi @ 31.5 gpm
DATE: 8/29/2017 S:\2017\31586\CALC\3818.rdf Page 6
DATE: 8/29/2017 S:\2017\31586\CALC\3818.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 3818
10t TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALL AREA 2
Date: 8/29/2017
File No: 31586
Data File Name: 3818.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 (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. Node Total Avail.
Req'd
Flowing Flow (psi) No. Flow Press.
Press.
1 20.0 18.0 18 25.0 74.5
51.9
1 20.0 18.0 18 25.0 74.5
51.9
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
DATE: 8/29/2017 S:\2017\31586\CALC\3818.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 51.9 ----
25.0
6.06 51.9
150
101 0.995
6.0
---- -2.0 ---- ----
0.17
0.00 45.9 ----
0.17
0.00 45.9
2
101 1.00
-4.0 -2.0 ---- ----
25.0
0.17 45.9 ----
25.0
0.17 45.9
150
102 0.995
0.0
---- -2.0 ---- ----
0.17
0.00 41.7 ----
0.17
0.00 41.7
3
102 70.00
3L
---- -2.0 ---- ----
25.0
3.45 41.7 ----
25.0
3.45 41.7
150
103 1.360
24.0
---- -2.0 ---- ----
0.04
0.00 38.3 ----
0.04
0.00 38.3
4
103 4.00
LG
---- -2.0 ---- ----
25.0
0.37 38.3 ----
25.0
0.37 38.3
150
104 1.265
3.0
•---- 2.0 -5 5
0.05
1.73 36.2 5
0.05
1.73 36.2
5
104 2.00
L
---- 2.0 -5 5
20.0
0.48 36.2 5
20.0
0.48 36.2
150
105 1.101
5.0
---- 4.0 ---- ----
0.07
0.87 34.8 ----
0.07
0.87 34.8
6
105 1.00
-3.0 4.0 ---- ----
20.0
0.07 34.8 ----
20.0
0.07 34.8
150
106 1.101
0.0
---- 4.0 ---- ----
0.07
0.00 31.8 ----
0.07
0.00 31.8
7
106 7.00
2L
---- 4.0 ---- -----
20.0
1.16 31.8 ----
20.0
1.16 31.8
150
10 1.101
10.0 -
-- 11.0 ---- ----
0.07
3.03 27.6 ----
0.07
3.03 27.6
8
10 6.50
L ----
11.0 - -- ----
20.0
2.20 27.6 ----
20.0
2.20 27.6
150
11 0.874
4.0 ----
11.0 ---- ----
0.21
0.00 25.4 ----
0.21
0.00 25.4
9
11 50.00
B7R ----
11.0 ---- ----
8.7
2.70 25.4 ----
8.7
2.70 25.4
150
12 0.874
10.0 ----
11.0 ---- ----
0.04
0.00 22.7 ----
0.04
0.00 22.7
10
12 24.00
3R ----
11.0 ---- --•--
8.7
1.21 22.7 ----
8.7
1.21 22.7
150
13 0.874
3.0 -----
11.0 ---- ----
0.04
0.00 21.4 ----
0.04
0.00 21.5
11
13 3.50
B ----
11.0 ---- ----
0.0
0.00 21.4 ----
0.0
0.00 21.5
150
14 0.874
3.0 ----
11.0 ---- ----
0.00
0.00 21.4 ----
0.00
0.00 21.5
12
13 5.00
B ----
11.0 ---- ----
8.7
0.36 21.4 ----
8.7
0.36 21.5
150
15 0.874
3.0 ----
11.0 ---- ••---
0.04
0.00 21.1 ----
0.04
0.00 21.1
13
15 18.50
2R ----
11.0 ---- ----
8.7
0.92 21.1 ----
8.7
0.92 21.1
150
16 0.874
2.0 ----
11.0 ---- ----
0.04
0.00 20.2 ----
0.04
0.00 20.2
14
16 14.00
2R ----
11.0 ---- ----
12.8
1.47 20.2 ----
12.8
1.47 20.2
150
17 0.874
2.0 ----
11.0 ---- ----
0.09
0.00 18.7 •----
0.09
0.00 18.7
15
17 6.50
R ----
11.0 ---- ----
12.8
0.69 18.7 ----
12.8
0.69 18.7
150
18 0.874
1.0 ----
11.0 4.71 20.0
0.09
0.00 18.0 20.0
0.09
0.00 18.0
16
18 5.00
B -
-- 11.0 4.71 20.0
-7.2
0.25 18.0 20.0
-7.2
0.25 18.0
150
19 0.874
3.0 ----
11.0 ---- ---- -0.03
0.00 18.3 ---- -0.03
0.00 18.3
17
19 2.00
L ----
11.0 ---- ----
-7.2
0.19 18.3 ---•-
-7.2
0.19 18.3
DATE: 8/29/2017 S:\2017\31586\CALL\3818.rdf Page 3
150
20
0.874
4.0 ----
13.0 ----
---- -0.03
0.87
17.6
---- -0.03
0.87
17.6
18
20
56.00
L5R ----
13.0 ----
---- -7.2
2.04
17.6
---- -7.2
2.04
17.6
150
21
0.874
9.0 ----
13.0 ----
---- -0.03
0.00
19.6
---- -0.03
0.00
19.6
19
21
14.00
B3R ----
13.0 ----
---- -7.2
0.63
19.6
---- -7.2
0.63
19.6
150
22
0.874
6.0 ----
13.0 ----
---- -0.03
0.00
20.2
---- -0.03
0.00
20.2
20
22
56.00
B6R ----
13.0 ----
---- 4.1
0.73
20.2
---- 4.1
0.73
20.2
150
23
0.874
9.0 ----
13.0 ----
---- 0.01
0.00
19.5
---- 0.01
0.00
19.5
21
23
2.00
L ----
13.0 ----
---- 4.1
0.07
19.5
---- 4.1
0.07
19.5
150
24
0.874
4.0 ----
11.0 _- -
---- 0.01
0.87
20.3
---- 0.01
0.87
20.3
22
24
5.50
LB ----
11.0 ----
---- 4.1
0.14
20.3
---- 4.1
0.14
20.3
150
16
0.874
7.0 ----
11.0 ----
---- 0.01
0.00
20.2
---- 0.01
0.00
20.2
23
22
8.00
2R ----
13.0 ----
---- -11.3
0.73
20.2
---- -11.3
0.73
20.2
150
25
0.874
2.0 ----
13.0 ----
---- -0.07
0.00
21.0
---- -0.07
0.00
21.0
24
25
2.00
L ----
13.0 ----
---- -11.3
0.44
21.0
---- -11.3
0.44
21.0
150
26
0.874
4.0 ----
11.0
-0.07
0.87
22.3
---- -0.07
0.87
22.3
25
26
27.50
2L2BR ----
11.0 ----
---- -11.3
3.09
22.3
---- -11.3
3.09
22.3
150
11
0.874
15.0 ----
11.0 ----
---- -0.07
0.00
25.4
---- -0.07
0.00
25.4
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, Y= Y, Z
The maximum velocity of water flow occurs in pipe 8
at 10.70 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 8
at 10.70 ft/s with 1 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
•DATE: 8/29/2017 S:\2017\31586\CALC\3818.rdf
Page 4
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 0.09 gpm with one
sprinkler
flowing, and 0.010 gpm at each node and
maximum imbalance
of 0.02 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 51.9 psi and a 7 minute flow of 175 gal.
and a 10 minute
flow of
250.0 gallons.
The minimum pressure at any node is 17.6
psi at node 20.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 8/29/2017 S:\2017\31586\CALL\3818.rdf
Page 5
WATER SUPPLY CURVE
75.0 C
67.5
P
60.0
R
E
.5
S 52
S
45.0
U
R
37.5
E
{
30.0
P
22.5
S
I
15.0
l
7.5
0.0
04 8 12 16 20 24 28 32 36
FLOW (GPM)
Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm
(1 sprinkler flowing) (1 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
74.5 psi @ 25.0 gpm 74.5 psi @ 25.0 gpm
B = Required Water Supply D = Required Water Supply
51.9 psi @ 25.0 gpm 51.9 psi @ 25.0 gpm
40
DATE: 8/29/2017 S:\2017\31586\CALC\3818.rdf Page 6
W.Alrep .
a.
Domestic Water System Flow Analysis
Domestic Water S.ystern Flow'Analysis (Hydraulic Model)
Requested By: FIRE SPRINKLERS SYSTEMS, INC.
Address: 705 E. HARRISON STREET
CORONA, CA 92879
Contact Name: JAMIE BISHIP
Phone: 800-915-3473
Coachella Valley Water District
75515 Hovley Lane East
Palm Desert, CA 92211
Date: 1 7/18/17
APN:
Req. Fire Flow: 100091)m at 20psi fort hours.
Project Name: I GRIFFIN RANCH
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
Flow Analysis Description
Test 1
Elevation (Ft): -16
Steady State, Dynamic (psl): 82.8
Residual Pressure (psi): 74.82
Fire Flow Tested (gpm): 2,300
Combined Total:
Tested Model Junction: I J1828
Model Information
stic Water Hydraulic Model Results
Requested •
Test 2 Test 3 Test 4 Flow _ Domestic
system flow
None available
without
exceeding
N/A CVWD's
N/A criteria.
Duration: 1 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 check 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 conta t J 3g866 xt. 2397.
l �. , , x ;A B.� .
' A,UG U 2011
Completed By: �~ �I''�}' ,,,
'(JIN'7; Date 1.7 _
OPMENT
Page 1 of 1 ENG DS-016
01_11_3�
(8/31/15)
City of La Qu i nta
Design and Development Department
waT`iT 78-495 Cane Tampico
Lo Quinta, CA 92253
Telephone: (760)777-7125 Fax: (760)777-1233
www.lo-quinta.org
Riverside County Fire Department
Riverside Office
2300 Market Street, Ste. 150
Riverside, CA 92501
(951)955-4777
FIRE REVIEW APPLICATION
❑ NEW Ip TENANT IMPROVEMENT
PROJECT INFORMATION
t STAMP
PERMIT NO. FSS-2017-0042
Please Print
Protect Dame: GRIFFIN RANCH / TRACT 32879 / PLAN TYPE 4 Sign:
Site Address: MASTER PLAN 4 (AS -BUILT) Print: 'JA IS IP
City & Zip: LA QUINTA, CA 92253
Pursuant to a Cooperative Agreement to Provide Fire Services. the Riverside County Fire Department serves as the
City's fire department, and the County designee serves as the City's fire chief- Applicant recognizes this
contracted arrangement and shall comply with County Fire De0ortment directions.
APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: R Same as AppliCant info j
AppliicantNome: FIRE SPRINKLER SYSTEMS Contractor#: 684600
Contact Person: JAMIE BISHIP ContoctPerson: JAMIE BISHIP
Mailing Address: 705 HARRISON ST. # 200 Mailing Address: 705 E. HARRISON ST. #200
City a, rp: CORONA, CA 92879 City & zip: CORONA, CA 92879
Phone Number: 951-272-2522 Fax: Phone Number: 951-272-2522 Fax:
Emoil:
Emoil:
A. APPLICATION TYPE
FIRE SPRINKLER SYSTEM
SUPRESSIQN SYSTEM
❑ NEW COMMERCIAL/INDUSTRIAL
------------
❑ HOOD & DUCT
$405
❑ 0-35,000 SQ FT
$639
❑ SPRAY BOOTH
$795
❑ 35,001-75,000 SQ FT
$756
❑ CELL SITE
$795
❑ 75,001-120,000 SQ FT
$951
❑ OTHER SUPRESSION SYSTEM
$795
❑ 120,001 AND UP
$1185
MISC
❑ TI COMMERCIAL/INDUSTRIAL
$405
❑ HAZMAT
$327
13 RESIDENTIAL - 1 DWELLING UNIT
$4Q5
❑ HIGH PILE RACK STORAGE
$327
❑ RESIDENTIAL - (EA) ADDITIONAL x
$171
❑ NEW COMMERCIAL - U/G WATER
$483
❑ MULTI -FAMILY (3 OR MORE)
$561
❑ FIRE FLOW REPORT
$327
FIRE ALARM SYSTEM
❑ TLCHNICAL REPORT RESEARCH
HOURLY @ 5156/1-IR
❑ COMMERCIAL - SPRINKLER MONITORING $405
❑ SPECIAL INSPECTION
$161
❑ COMMERCIAL - FIRE ALARM SYSTEM $1092
❑ FIRE PUMPS
$639
FIRE ALARM SYSTEM
❑ STANDPIPE S - ti
~-
1
❑ COMMERCIAL - SPRINKLER MONITORING
$405
❑ WATER TANK
0
❑ COMMERCIAL -FIRE ALARM SYSTEM
$1092
STORAGE TANKS
❑ DISPENSERS ONLY
HOURLY @ S156/1-1R
Nov 2018
❑ ABOVE GROUND
HOURLY @ $156/HR
tGcn application type includes a Technology Enhancement Fee55 & Records Management Fee $14
COMMUNITY DEVELOPMENT
City of La Quinta
Design and Development Department
78-495 Calle Tampico
- La Quinta, CA 92253
Telephone: (760)777-7125 Fax: (760)777-1233
,rr�r tut www,1...�1J"r4 9C9
Riverside County Fire Department
Riverside Office
2300 Market Street, Ste. 150
Riverside, CA 92501
(951)955-4777
FIRE REVIEW APPLICATION
0 NEW ❑ TENANT IMPROVEMENT PERMIT NO. j -1 m t,
PROJECT INFORMATION (Please P(nt)
Project Name: GRIFFIN RANCH Sign:
Site Address: MASTER PLAN TYPE (4) 3818 Print: JAMI ISHIP
City & Zip: LA QUINTA, CA
I have read and understand that tees are DEPOSIT BASED FEES and there may be additional money due prior to or
otter project final.
Pursuant to a Cooperative Agreement to Provide fire Services, the Riverside County Fire Department serves as the
City`s fire department, and the County designee serves as the City's fire chief. Applicant recognizes this
contracted arrangement and shall comply with County Fire Department directions.
APPLICANT/CONTACT INFORMATION BILLING INFORMATION: 0 Some as Applicant info
Applicant Name: Contractor
FIRE SPRINKLER SYSTEMS, INC. License Number: 684600
Contact Person: JAMIE BISHIP Bill To: FIRE SPRINKLER SYSTEMS, INC
Mailing Address: 705 E. HARRISON ST. Mailing Address: 705 E. HARRISON ST. #200
City & Zip: CORONA, CA 92879 City & Zip: CORONA, CA 92879
Phone Number: 951-272-2522 Fax: Phone Number: 800-915-3473 Fax:
Email: jamieb@fireinc.net Email: jamieb@fireinc.net
The pmson listed on "Billing information" will receive Ail billing, correspondence and retunds for any work. billed to this permit. Any
chancres in h111in❑ antormatinn mast hp mnri in wrifinrr fn n€ir iH rn
A. APPLICATION TYPE (each application type includes a $5 technology enhancement fee)
FIRE SPRINKLER SYSTEM
STORAGE TANKS
❑ COMMERCIAL TI - 1-9 HEADS NO FEE
❑ DISPENSERS ONLY
$217
❑ COMMERCIAL TI -10 + HEADS $619
❑ ABOVE GROUND - I TANK
$217
❑✓ RESIDENTIAL - TRACT HOME - MODELS $619
❑ ABOVE GROUND - EACH ADDITIONAL
$32
❑ RESIDENTIAL - EACH ADDITIONAL UNIT t $126 EA
❑ UNDER GROUND —
$217-
RESIDENTIAL - CUSTOM HOME $619
MISC
FIRE ALARM SYSTEM
❑ HAZMAT
$589
❑ COMMERCIAL -SPRINKLER MONITORING
$192
❑ HIGH PILE RACK STORAGE
$353
❑ COMMERCIAL - FIRE ALARM SYSTEM
$632
❑ NEW COMMERCIAL - UNDERGROUND
WATER
$701
SUPRESSION SYSTEM
❑ FIRE FLOW REPORT
$178
❑ HOOD & DUCT
$215
❑ TECHNICAL REPORT RESEARCH
$589
❑ SPRAY BOOTH
$215
❑ SPECIAL INSPECTION
$126
Cl CELL SITE
$215
❑ ITEMS NOT LISTED ARE ON A SLIDING
SCALE STARTING AT --------------------------
$197
❑ OTHER SUPRESSION SYSTEM
$215
These are Deposit Based Fees. There maybe additional money due prior ;o or otter project final.