FSS2020-0164ADDITIONAL SITES
CHRONOLOGY
CONDITION
TYPE CONTACT DATE
ADDED
DATE
REQUIRED
DATE
SATISFIED STATUS REMARKS NOTES
CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES
E-MAIL KOHL HETRICK 1/4/2021 1/4/2021 Contacted Kathy and requested the plans, calcs and water
supply information as they were not attached.
NOTE JOSE DELGADO 12/9/2021
CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT
EXPIRED AS OF 10/6/21 (6 MOS FROM DATE OF LAST
APPROVED INSPECTION). ADDED EXTENSION FEE OF $83 AND
EXTENDED PERMIT TO 12/*/21 SO CONTRACTOR CAN PAY
FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION
REQUEST LETTER FROM CONTRACTOR. OK TO EXTEND PER
KOHL.
NOTE KAYLI ALFORD 12/15/2020 12/15/2020 NO ATTACHMENTS UPLOADED - EMAILED CONTRACTOR TO
SUBMIT ATTACHMENTS.
CONDITIONS
Description: RESIDENCE CLUB / FIRE SPRINKLER / BRES2019-0382
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM
HOMES
Status: FINALED Applied: 12/15/2020 ECON
Parcel No: 775380072 Site Address: 80165 NORTH RESIDENCE CLUB DR LA QUINTA,CA 92253 Approved: 1/4/2021 KHET
Subdivision: TR 31627 AMEND Block: Lot: 18 Issued: 1/6/2021 ONLINE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 12/16/2021 KHET
Valuation: $12,000.00 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
Printed: Friday, February 24, 2023 1:21:56 PM 1 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0164
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT J D MECHANICAL FIRE INC 82579 FLEMING WAY
SUITE D
INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC
AL.CO
BILL TO JD MECHANICAL FIRE INC.82579 Fleming Way,
Suite D
Indio CA 92201 (760)775-6220 kathy@jdmechanical.c
o
CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY
SUITE D
INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC
AL.CO
OWNER NADADOR 54500 W RESIDENCE
CLUB DR
LA QUINTA CA 92201 (760)775-6220 kathy@jdmechanical.c
o
READY TO ISSUE
CHECKLIST KAYLI ALFORD 12/15/2020 PENDING FEES DUE
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED
101-0000-42421 0 $161.00 $161.00 1/6/21 WEB7097 114751 CREDIT J D MECHANICAL FIRE
INC ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $242.00 $242.00 1/6/21 WEB7097 114751 CREDIT J D MECHANICAL FIRE
INC ECON
FIRE STAFF - PER HOUR 101-0000-42420 1 $83.00 $83.00 12/16/21 R68292 44224 CHECK J D MECHANICAL inc AMA
Total Paid for FIRE FEES: $486.00 $486.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 1/6/21 WEB7097 114751 CREDIT J D MECHANICAL FIRE
INC ECON
Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 1/6/21 WEB7097 114751 CREDIT J D MECHANICAL FIRE
INC ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$501.00 $501.00
Printed: Friday, February 24, 2023 1:21:56 PM 2 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0164
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 12/16/2021 JOSE DELGADO Extension request
letter.pdf
Lot 18 res club to
Kohl.pdf 0
DOC 1/4/2021 KOHL HETRICK
FSS2020-0164
APPROVED PLANS AND
CALCS.pdf
FSS2020-0164
APPROVED PLANS AND
CALCS.pdf
1
DOC 1/4/2021 KOHL HETRICK FSS2020-0164 COA AND
JOB CARD.pdf
FSS2020-0164 COA AND
JOB CARD.pdf 1
BOND INFORMATION
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD ROUGH
PIPING
KHET 4/5/2021 4/5/2021 APPROVED
OVERHEAD HYRO KHET 4/5/2021 4/5/2021 APPROVED
FIRE FINAL**KHET 12/16/2021 12/16/2021 APPROVED
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST FIRE (2 WK)KOHL
HETRICK
12/15/2020 1/4/2021 1/4/2021 APPROVED SEE ATTACHMENTS
1ST PERMIT TECH (1
DAY)
PERMIT TECH
BUCKET
12/15/2020 12/16/2020 12/15/2020 PENDING DOCUMENTS NO DOCUMENTS ATTACHED
PARENT PROJECTS
Printed: Friday, February 24, 2023 1:21:56 PM 3 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0164
FSS2020-0164
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs Res Club 18
Prescott, AZ 86301 Page 1
General Project Data Report
General Data
Project Title: Res Club 18 Project File Name: Res Club 18..fiw
Designed By: Chad Ryan Date: November 10, 2010
Code Reference:Approving Agency:
"F" FITTING = "T" RUN / B = ANGLE VALVE
Client Name:Phone:
Address:City, State Zip Code:
Company Name:Representative:
Company Address:City And State:
Phone:
Building Name: AREA 1 Building Owner:
Contact at Building:Phone at Building:
Address Of Building: 80165 Residence Club Dr City, State Zip Code:
Project Data
Description Of Hazard: Residential Sprinkler System Type: Wet
Design Area Of Water Application: 392 ft² Maximum Area Per Sprinkler: 196 ft²
Default Sprinkler K-Factor: 0.00 K Default Pipe Material: CPVC
Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm
In Rack Sprinkler Allowance: 0.00 gpm
Sprinkler Specifications
Make:SENJU Model:8261
Size:7/16 Temperature Rating: 162 F
Water Supply Test Data
Source Of Information:
Test Hydrant ID:Date Of Test:
Hydrant Elevation: 0 ft Static Pressure: 69.30 psi
Test Flow Rate: 29.80 gpm Test Residual Pressure: 42.20 psi
Calculated System Flow Rate: 25.26 gpm Calculated Inflow Residual Pressure: 40.44 psi
Available Residual Pressure At System
Flow:49.34 psi
Calculation Project Data
Calculation Mode: Demand
HMD Minimum Residual Pressure: 7.31 psi Minimum Desired Flow Density: 0.05 gpm/ft²
Maximum Water Velocity: 0.00 ft/s Maximum Frictional Loss / 100 feet: 20.00 psi
Number Of Active Nodes: 19
Number Of Active Pipes: 19 Number Of Inactive Pipes: 31
Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs Res Club 18
Prescott, AZ 86301 Page 2
Fire Sprinkler Output Data
Overall Pipe Output Data
Beg.
End.
Node
Nodal
KFactor
(K)
Elevation
(feet)
Spk/Hose
Discharge
(gpm)
Residual
Pressure
(psi)
Nom. Dia.
Inside Dia.
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
1 3.70 12.00 10.00 7.31 0.75 10.00 0.05813 0.50 0.436
2 0.00 12.50 0.00 7.53 0.874 10.00 E 7.00 -0.217
CPVC 150 5.35 0 7.50 0.219
3 3.70 12.00 10.25 7.68 0.75 10.25 0.06089 0.50 0.457
4 0.00 12.50 0.00 7.92 0.874 10.25 E 7.00 -0.217
CPVC 150 5.48 0 7.50 0.240
2 0.00 12.50 0.00 7.53 0.75 0.00 0.05813 9.50 0.727
22 0.00 12.50 0.00 8.26 0.874 10.00 T 3.00 0.000
CPVC 150 5.35 0 12.50 0.727
4 0.00 12.50 0.00 7.92 0.75 0.00 0.06089 2.50 0.335
22 0.00 12.50 0.00 8.26 0.874 10.25 T 3.00 0.000
CPVC 150 5.48 0 5.50 0.335
22 0.00 12.50 0.00 8.26 0.75 0.00 0.21453 12.00 3.218
24 0.00 12.50 0.00 11.47 0.874 20.26 T 3.00 0.000
CPVC 150 10.83 0 15.00 3.218
6 0.00 10.50 0.00 13.77 0.75 0.00 0.00000 5.00 0.000
26 0.00 10.50 0.00 13.77 0.874 0.00 T 3.00 0.000
CPVC 150 0.00 0 8.00 0.000
24 0.00 12.50 0.00 11.47 0.75 9.14 0.04917 13.00 1.426
26 0.00 10.50 0.00 13.77 0.874 9.14 2F2E 16.00 0.866
CPVC 150 4.89 0 29.00 2.292
24 0.00 12.50 0.00 11.47 0.75 11.12 0.07074 43.00 6.084
28 0.00 12.50 0.00 17.56 0.874 11.12 5F5ET 43.00 0.000
CPVC 150 5.95 0 86.00 6.084
26 0.00 10.50 0.00 13.77 0.75 0.00 0.04920 37.50 2.878
30 0.00 9.50 0.00 17.08 0.874 9.14 4F2ET 21.00 0.433
CPVC 150 4.89 0 58.50 3.311
28 0.00 12.50 0.00 17.56 0.75 0.00 0.07074 40.50 4.421
32 0.00 10.50 0.00 22.85 0.874 11.12 5F2ET 22.00 0.866
CPVC 150 5.95 0 62.50 5.287
30 0.00 9.50 0.00 17.08 0.75 0.00 0.04920 36.50 3.468
34 0.00 9.50 0.00 20.55 0.874 9.14 3F4ET 34.00 0.000
CPVC 150 4.89 0 70.50 3.468
32 0.00 10.50 0.00 22.85 0.75 0.00 0.07074 19.00 1.769
36 0.00 9.50 0.00 25.05 0.874 11.12 3FT 6.00 0.433
CPVC 150 5.95 0 25.00 2.202
34 0.00 9.50 0.00 20.55 0.75 0.00 0.04920 40.50 4.501
36 0.00 9.50 0.00 25.05 0.874 9.14 6F6ET 51.00 0.000
CPVC 150 4.89 0 91.50 4.501
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs Res Club 18
Prescott, AZ 86301 Page 3
Fire Sprinkler Output Data
Overall Pipe Output Data (cont'd)
Beg.
End.
Node
Nodal
KFactor
(K)
Elevation
(feet)
Spk/Hose
Discharge
(gpm)
Residual
Pressure
(psi)
Nom. Dia.
Inside Dia.
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
36 0.00 9.50 0.00 25.05 0.75 0.00 0.21459 11.00 3.863
75 0.00 9.50 0.00 28.91 0.874 20.26 E 7.00 0.000
CPVC 150 10.83 0 18.00 3.863
75 0.00 9.50 0.00 28.91 1.00 0.00 0.06971 4.50 0.523
100 0.00 5.00 0.00 31.38 1.101 20.26 3F 3.00 1.949
CPVC 150 6.83 0 7.50 2.471
100 FS 5.00 31.38 20.23
110 3.00 psi 5.00 34.38
110 0.00 5.00 0.00 34.38 1.00 0.00 0.09875 6.00 2.271
120 0.00 0.00 5.00 38.81 1.025 20.26 ETC 17.00 2.165
TYPE L COPPER TUBE 150 7.88 0 23.00 4.436
120 0.00 0.00 5.00 38.81 1.25 5.00 0.05331 4.00 0.704
130 0.00 -2.00 0.00 40.38 1.265 25.26 3EG 9.20 0.866
TYPE L COPPER TUBE 150 6.45 0 13.20 1.570
130 0.00 -2.00 0.00 40.38 2.00 0.00 0.00916 35.00 0.486
140 0.00 -1.00 0.00 40.44 1.816 25.26 2E 18.00 -0.433
HDPE 150 3.13 0 53.00 0.053
Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C =
Check Valve
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs Res Club 18
Prescott, AZ 86301 Page 4
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node
HMD Sprinkler Node Number:1
HMD Actual Residual Pressure:7.31 psi
HMD Actual Flow:10.00 gpm
Sprinkler Summary
Sprinkler System Type:Wet
Specified Area Of Application:392.00 ft²
Minimum Desired Density:0.050 gpm/ft²
Application Average Density:0.052 gpm/ft²
Application Average Area Per Sprinkler: 196.00 ft²
Sprinkler Flow:20.26 gpm
Average Sprinkler Flow:10.13 gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity ( In Pipe 36 - 75 ) 10.83 ft/sec
Maximum Velocity Pressure ( In Pipe 36 - 75 ) 0.79 psi
Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi
Actual Maximum Nodal Pressure Imbalance: 0.0090 psi
Actual Average Nodal Pressure Imbalance: 0.0029 psi
Actual Maximum Nodal Flow Imbalance: 0.0277 gpm
Actual Average Nodal Flow Imbalance: 0.0032 gpm
Overall Network Summary
Number Of Unique Pipe Sections:19
Number Of Flowing Sprinklers:2
Pipe System Water Volume:8.68 gal
Sprinkler Flow:20.26 gpm
Non-Sprinkler Flow:5.00 gpm
Minimum Required Residual Pressure At System Inflow Node: 40.44 psi
Demand Flow At System Inflow Node: 25.26 gpm
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs Res Club 18
Prescott, AZ 86301 Page 5
Fire Sprinkler Output Data
Hydraulic Supply/Demand Graph
Pressure psiFlowrate(x100) gpm
69
42
0
0
10
20
30
40
50
60
70
80
90
100
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1
Supply Curve Data
Static Pressure: 69.3 psi
Test Residual Pressure: 42.2 psi
Test Flow Rate: 29.8 gpm
Demand Curve Data
Calculated Residual Pressure: 40.44 psi
Calculated Flow Rate: 25.26 gpm
Excess Available Residual Pressure At Calculated Fl ow: 8.91 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs Res Club 18
Prescott, AZ 86301 Page 1
General Project Data Report
General Data
Project Title: Res Club 18 Project File Name: Res Club 18..fiw
Designed By: Chad Ryan Date: November 10, 2010
Code Reference:Approving Agency:
"F" FITTING = "T" RUN / B = ANGLE VALVE
Client Name:Phone:
Address:City, State Zip Code:
Company Name:Representative:
Company Address:City And State:
Phone:
Building Name: AREA 2 Building Owner:
Contact at Building:Phone at Building:
Address Of Building: 80165 Residence Club Dr City, State Zip Code:
Project Data
Description Of Hazard: Residential Sprinkler System Type: Wet
Design Area Of Water Application: 324 ft² Maximum Area Per Sprinkler: 324 ft²
Default Sprinkler K-Factor: 0.00 K Default Pipe Material: CPVC
Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm
In Rack Sprinkler Allowance: 0.00 gpm
Sprinkler Specifications
Make:SENJU Model:8464
Size:7/16 Temperature Rating: 162 F
Water Supply Test Data
Source Of Information:
Test Hydrant ID:Date Of Test:
Hydrant Elevation: 0 ft Static Pressure: 69.30 psi
Test Flow Rate: 29.80 gpm Test Residual Pressure: 42.20 psi
Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 37.06 psi
Available Residual Pressure At System
Flow:53.83 psi
Calculation Project Data
Calculation Mode: Demand
HMD Minimum Residual Pressure: 12.05 psi Minimum Desired Flow Density: 0.05 gpm/ft²
Maximum Water Velocity: 0.00 ft/s Maximum Frictional Loss / 100 feet: 20.00 psi
Number Of Active Nodes: 18
Number Of Active Pipes: 18 Number Of Inactive Pipes: 32
Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs Res Club 18
Prescott, AZ 86301 Page 2
Fire Sprinkler Output Data
Overall Pipe Output Data
Beg.
End.
Node
Nodal
KFactor
(K)
Elevation
(feet)
Spk/Hose
Discharge
(gpm)
Residual
Pressure
(psi)
Nom. Dia.
Inside Dia.
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
2 0.00 12.50 0.00 14.68 0.75 0.00 0.00000 9.50 0.000
22 0.00 12.50 0.00 14.68 0.874 0.00 T 3.00 0.000
CPVC 150 0.00 0 12.50 0.000
4 0.00 12.50 0.00 14.68 0.75 0.00 0.00000 2.50 0.000
22 0.00 12.50 0.00 14.68 0.874 0.00 T 3.00 0.000
CPVC 150 0.00 0 5.50 0.000
5 4.90 10.00 17.01 12.05 0.75 17.01 0.15529 0.50 1.165
6 0.00 10.50 0.00 13.00 0.874 17.01 E 7.00 -0.217
CPVC 150 9.10 0 7.50 0.948
22 0.00 12.50 0.00 14.68 0.75 0.00 0.00000 12.00 0.000
24 0.00 12.50 0.00 14.68 0.874 0.00 T 3.00 0.000
CPVC 150 0.00 0 15.00 0.000
24 0.00 12.50 0.00 14.68 0.75 8.70 0.04492 13.00 1.303
26 0.00 10.50 0.00 14.24 0.874 8.70 2F2E 16.00 -0.866
CPVC 150 4.65 0 29.00 0.437
6 0.00 10.50 0.00 13.00 0.75 0.00 0.15529 5.00 1.242
26 0.00 10.50 0.00 14.24 0.874 17.01 T 3.00 0.000
CPVC 150 9.10 0 8.00 1.242
24 0.00 12.50 0.00 14.68 0.75 8.70 0.04492 43.00 3.864
28 0.00 12.50 0.00 18.54 0.874 8.70 5F5ET 43.00 0.000
CPVC 150 4.65 0 86.00 3.864
26 0.00 10.50 0.00 14.24 0.75 8.31 0.04126 37.50 2.414
30 0.00 9.50 0.00 17.09 0.874 8.31 4F2ET 21.00 0.433
CPVC 150 4.44 0 58.50 2.847
28 0.00 12.50 0.00 18.54 0.75 0.00 0.04492 40.50 2.808
32 0.00 10.50 0.00 22.21 0.874 8.70 5F2ET 22.00 0.866
CPVC 150 4.65 0 62.50 3.674
30 0.00 9.50 0.00 17.09 0.75 0.00 0.04126 36.50 2.909
34 0.00 9.50 0.00 20.00 0.874 8.31 3F4ET 34.00 0.000
CPVC 150 4.44 0 70.50 2.909
32 0.00 10.50 0.00 22.21 0.75 0.00 0.04492 19.00 1.123
36 0.00 9.50 0.00 23.77 0.874 8.70 3FT 6.00 0.433
CPVC 150 4.65 0 25.00 1.556
34 0.00 9.50 0.00 20.00 0.75 0.00 0.04126 40.50 3.775
36 0.00 9.50 0.00 23.77 0.874 8.31 6F6ET 51.00 0.000
CPVC 150 4.44 0 91.50 3.775
36 0.00 9.50 0.00 23.77 0.75 0.00 0.15529 11.00 2.795
75 0.00 9.50 0.00 26.57 0.874 17.01 E 7.00 0.000
CPVC 150 9.10 0 18.00 2.795
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs Res Club 18
Prescott, AZ 86301 Page 3
Fire Sprinkler Output Data
Overall Pipe Output Data (cont'd)
Beg.
End.
Node
Nodal
KFactor
(K)
Elevation
(feet)
Spk/Hose
Discharge
(gpm)
Residual
Pressure
(psi)
Nom. Dia.
Inside Dia.
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
75 0.00 9.50 0.00 26.57 1.00 0.00 0.05044 4.50 0.378
100 0.00 5.00 0.00 28.89 1.101 17.01 3F 3.00 1.949
CPVC 150 5.73 0 7.50 2.327
100 FS 5.00 28.89 17.01
110 3.00 psi 5.00 31.90
110 0.00 5.00 0.00 31.90 1.00 0.00 0.07146 6.00 1.644
120 0.00 0.00 5.00 35.71 1.025 17.01 ETC 17.00 2.165
TYPE L COPPER TUBE 150 6.61 0 23.00 3.809
120 0.00 0.00 5.00 35.71 1.25 5.00 0.04132 4.00 0.545
130 0.00 -2.00 0.00 37.12 1.265 22.01 3EG 9.20 0.866
TYPE L COPPER TUBE 150 5.62 0 13.20 1.411
130 0.00 -2.00 0.00 37.12 2.00 0.00 0.00710 35.00 0.376
140 0.00 -1.00 0.00 37.06 1.816 22.01 2E 18.00 -0.433
HDPE 150 2.73 0 53.00 -0.057
Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C =
Check Valve
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs Res Club 18
Prescott, AZ 86301 Page 4
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node
HMD Sprinkler Node Number:5
HMD Actual Residual Pressure:12.05 psi
HMD Actual Flow:17.01 gpm
Sprinkler Summary
Sprinkler System Type:Wet
Specified Area Of Application:324.00 ft²
Minimum Desired Density:0.050 gpm/ft²
Application Average Density:0.052 gpm/ft²
Application Average Area Per Sprinkler: 324.00 ft²
Sprinkler Flow:17.01 gpm
Average Sprinkler Flow:17.01 gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity ( In Pipe 5 - 6 ) 9.10 ft/sec
Maximum Velocity Pressure ( In Pipe 5 - 6 ) 0.56 psi
Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi
Actual Maximum Nodal Pressure Imbalance: 0.0000 psi
Actual Average Nodal Pressure Imbalance: 0.0000 psi
Actual Maximum Nodal Flow Imbalance: -0.0015 gpm
Actual Average Nodal Flow Imbalance: 0.0001 gpm
Overall Network Summary
Number Of Unique Pipe Sections:18
Number Of Flowing Sprinklers:1
Pipe System Water Volume:8.27 gal
Sprinkler Flow:17.01 gpm
Non-Sprinkler Flow:5.00 gpm
Minimum Required Residual Pressure At System Inflow Node: 37.06 psi
Demand Flow At System Inflow Node: 22.01 gpm
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs Res Club 18
Prescott, AZ 86301 Page 5
Fire Sprinkler Output Data
Hydraulic Supply/Demand Graph
Pressure psiFlowrate(x100) gpm
69
42
0
0
10
20
30
40
50
60
70
80
90
100
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1
Supply Curve Data
Static Pressure: 69.3 psi
Test Residual Pressure: 42.2 psi
Test Flow Rate: 29.8 gpm
Demand Curve Data
Calculated Residual Pressure: 37.06 psi
Calculated Flow Rate: 22.01 gpm
Excess Available Residual Pressure At Calculated Fl ow: 16.77 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi
82-579 Fleming Way, Suite D
Indio, CA. 92201
760-775-6220
jd@jdmechanical.co
License #1020141
December 15th, 2021
Re: 80165 North Residence Club Dr.
To: Kohl Hetrick.
This letter is to explain why lot 18 Residence Club has been delayed causing our fire permit to expire.
Due to owner changes the construction schedule was extended.
By: John D. Dover Pres.
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
January 4, 2021
JD Mechanical Fire Inc
82579 Fleming Way #D
Indio, CA 92201
Re: Residential Fire Sprinkler Plan Review – RESIDENTIAL CLUB – LOT 18
FSS2020-0164 / 80165 NORTH RESIDENCE CLUB, LA QUINTA, CA 92253
The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County
Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions.
Permanently marked identification signs shall be attached to all control valves.
The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff:
(a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal
operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the
potential to contact CPVC piping once insulation is installed.
(b) Final inspection
The Fire Department approved plans and conditions letter must be at the job site.
Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for
inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131.
All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal
staff at (760)777-7074.
Kohl Hetrick - Fire Safety Specialist
78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131
RIVERSIDE COUNTY FIRE PROTECTION PLANNING
RECORD OF INSPECTIONS / PERMIT CARD
THIS CARD IS TO REMAIN ON SITE AT ALL TIMES.
INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE.
JOB
ADDRESS: 80165 NORTH RESIDENCE CLUB PERMIT#: FSS2020-0164 DATE
ISSUED: 1/4/2021
DESCRIPTION: LOT 18 CONTRACTOR: JD MECHANICAL FIRE INC
HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS
Thrust block pre-pour Door fan test
UG rough piping Abort test
UG hydro Mechanical shutdown
Flush Detector test
Final E F Deluge/pre-action
SPRINKLER U.G. Final E F
Thrust block pre-pour UST/AST TANK
UG rough piping Installation
UG hydro Removal
Flush Emergency shut off
Final E F Primary piping
FIRE SPRINKLER Secondary piping
Weld inspection Dispensers & shear valves
Overhead rough piping Final E F
Overhead hydro MISC. INSPECTIONS
UG flush / OK to connect Spray booths
Main drain/inspectors’ test Hood/duct extinguishing
High pile storage High pile rack storage
In-rack sprinklers H.P. vents/access/corridors
Hose racks Tract access/hydrant verification
Final E F Access & Address verification
HOOD EXTINGUISHING OTHER CONST. PERMIT
Detection system
Function test
Gas/electrical shut-off
Nozzle model/placement
Fire alarm connection
Final E F
SPRAY BOOTHS FIRE CODE PERMIT(S)
Installation
Air flow test
Mechanical interlock
Extinguishing system
Fire alarm connection
Final E F
FIRE ALARM KNOX SYSTEM
Rough-wire inspection Building Knox box
Function test Gate access Knox box/padlock
Duct detectors/velocity BUILDING INSPECTIONS
24 hr. battery test T/I final
Sprinkler monitoring Shell final
Final E F Final for occupancy
FINAL INSPECTION DATE: INSPECTORS SIGNATURE:
**WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE**
78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131
INSPECTION NOTES
1. Sway bracing and hangers will be inspected at the time of rough piping inspection.
2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler
Systems)
3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required.
4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test.
5. Contractor shall supply all testing equipment, access and operating instructions at time of test.
6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the
affected system to be covered or hidden.
POLICIES ON FIELD INSPECTIONS
A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when
scheduling inspections. For City of La Quinta inspections call: (760) 777-7131.
B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence
without approved plans.
C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required
to schedule the necessary inspections and be present on site for inspections.
D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not
on site or where previously noted corrections have not been completed.
E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into
the structure until clearance has been granted by the Fire Dept and Building Official.
F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance
has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official.
INSPECTION NOTES:
THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE
AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS.
THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180
DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE.
THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE
REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY.