FSS2020-0042ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT J C FIRE PROTECTION 81705 DE ORO AVENUE INDIO CA 92201 JCFIREPROTECTION@V
ERIZON.NET
CONTRACTOR J C FIRE PROTECTION 81705 DE ORO AVENUE INDIO CA 92201 JCFIREPROTECTION@V
ERIZON.NET
OWNER RYAN SCOTT 1977 GLENCOE WAY HOLLYWOOD CA 0
CONDITIONS
Description: ROSINI / BRES2018-0361 / FIRE SPRINKLERS
Type: FIRE SPRINKLER Subtype: RESIDENTIAL - CUSTOM
HOMES
Status: FINALED Applied: 3/3/2020 AHI
Parcel No: 774275012 Site Address: 77530 CALLE POTRERO LA QUINTA,CA 92253 Approved: 3/23/2020 KHET
Subdivision: SANTA CARMELITA AT VALE LA QUINTA
UNIT 28
Block: 307 Lot: 13 Issued: 3/23/2020 KHET
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 6/24/2020 KHET
Valuation: $0.00 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
FINANCIAL INFORMATION
Printed: Thursday, January 19, 2023 10:34:45 AM 1 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0042
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD ROUGH
PIPING
KHET 3/30/2020 3/30/2020 APPROVED
OVERHEAD HYRO KHET 3/30/2020 3/30/2020 APPROVED
FIRE FINAL**KHET 6/24/2020 6/24/2020 APPROVED REMOTE VIDEO
INSPECTION
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE STATUS REMARKS NOTES
PARENT PROJECTS
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 3/3/20 R60187 1847 CHECK JC FIRE AHI
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $242.00 $242.00 3/3/20 R60187 1847 CHECK JC FIRE AHI
Total Paid for FIRE FEES: $403.00 $403.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 3/3/20 R60187 1847 CHECK JC FIRE AHI
Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/3/20 R60187 1847 CHECK JC FIRE AHI
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$418.00 $418.00
Printed: Thursday, January 19, 2023 10:34:45 AM 2 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0042
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 3/23/2020 ARMANDO MAGALLON 1ST SUBMITTAL -
CUTSHEETS 4193_001.pdf 0
DOC 3/23/2020 ARMANDO MAGALLON APPLICATION 4194_001.pdf 0
DOC 3/20/2020 EtrakitContractor FIRE FLOW LETTER
Residential Connection
Charge Estimate - 77530
Portrero.pdf
1
DOC 3/23/2020 KOHL HETRICK FSS2020-0042 - PLANS -
APPROVED.pdf
FSS2020-0042 - PLANS -
APPROVED.pdf 1
DOC 3/23/2020 KOHL HETRICK FSS2020-0042 - INSP
PLANS - APPROVED.pdf
FSS2020-0042 - INSP
PLANS - APPROVED.pdf 0
DOC 3/23/2020 KOHL HETRICK FSS2020-0042 - 1 HD
CALC - APPROVED.pdf
FSS2020-0042 - 1 HD
CALC - APPROVED.pdf 1
DOC 3/23/2020 KOHL HETRICK FSS2020-0042 - 2 HD
CALC - APPROVED.pdf
FSS2020-0042 - 2 HD
CALC - APPROVED.pdf 1
DOC 3/23/2020 KOHL HETRICK FSS2020-0042 - ROSINI -
COA AND JOB CARD.pdf
FSS2020-0042 - ROSINI -
COA AND JOB CARD.pdf 1
DOC 3/30/2020 KOHL HETRICK
FSS2020-0042 - AS
BUILT PLANS -
APPROVED.pdf
FSS2020-0042 - AS
BUILT PLANS -
APPROVED.pdf
1
BOND INFORMATION
1ST PERMIT TECH (1
DAY)
PERMIT TECH
BUCKET 3/3/2020 3/4/2020 3/4/2020 COMPLETE
1ST FIRE (2 WK)KOHL
HETRICK 3/3/2020 3/17/2020 3/23/2020 APPROVED
Printed: Thursday, January 19, 2023 10:34:45 AM 3 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0042
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs NINO ROSINI
Scottsdale, AZ 85260 Page 1
General Project Data Report
General Data
Project Title: NINO ROSINI Project File Name: JCF - NINO ROSINI..fiw
Designed By: Vallie Schilt Date: March 02, 2020
Code Reference:Approving Agency:
"F" FITTING = "T" RUN
Client Name:Phone:
Address:City, State Zip Code:
Company Name:Representative:
Company Address:City And State:
Phone:
Building Name: BDRM 1 HEAD @ 20 X 20 Building Owner:
Contact at Building:Phone at Building:
Address Of Building: 77530 CALLE PORTRERO City, State Zip Code: LA QUINTA, AZ
Project Data
Description Of Hazard: Residential Sprinkler System Type: Wet
Design Area Of Water Application: 400 ft² Maximum Area Per Sprinkler: 400 ft²
Default Sprinkler K-Factor: 0.00 K Default Pipe Material: BLAZEMASTER 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: VIKING Model:494
Size:7/16 Temperature Rating: 165 F
Water Supply Test Data
Source Of Information: TEST RESIDUAL = STATIC - 10%
Test Hydrant ID:Date Of Test:
Hydrant Elevation: 0 ft Static Pressure: 56.90 psi
Test Flow Rate: 30.00 gpm Test Residual Pressure: 51.20 psi
Calculated System Flow Rate: 25.02 gpm Calculated Inflow Residual Pressure: 37.36 psi
Available Residual Pressure At
System Flow:52.82 psi
Calculation Project Data
Calculation Mode: Demand
HMD Minimum Residual Pressure: 16.70 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: 9
Number Of Active Pipes: 8 Number Of Inactive Pipes: 42
Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0
Monday, March 02, 2020, 12:07 PM
APPROVED
Riverside County Fire Department
La Quinta Office of the Fire Marshal
By:
countyfire
03/23/2020 11:58:26 AM
The approval of plans and specifications does not
permit the violation, deletion, omission or faulty
installation of any requirements of Title 24 or anyLocal Ordinances. Construction shall remain
accessible and exposed for inspection purposes
until approved by the Fire Department.
Kohl Hetrick
Digitally signed by Kohl Hetrick
DN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire
Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl Hetrick
Location: 78495 Calle Tampico, La Quinta, 92253Reason: I have reviewed this document
Contact Info: 760-777-7074
Date: 2019.07.23 08:23:01-07'00'
FSS2020-0042
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs NINO ROSINI
Scottsdale, AZ 85260 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)
30.0010.500.0018.641.000.000.0000035.000.000
50.0010.500.0018.641.1010.00 4F4.000.000
BLAZEMASTER CPVC 150 0.00 0 39.00 0.000
44.9010.0020.0216.701.0020.020.0682118.602.156
50.0010.500.0018.641.10120.02FET13.00-0.217
BLAZEMASTER CPVC 150 6.75 0 31.60 1.939
50.0010.500.0018.641.000.000.0682242.004.434
75 0.00 10.50 0.00 23.07 1.101 20.02 4F2ET 23.00 0.000
BLAZEMASTER CPVC 150 6.75 0 65.00 4.434
75 0.00 10.50 0.00 23.07 1.00 0.00 0.06822 9.50 0.853
100 0.00 5.00 0.00 26.31 1.101 20.02 3F 3.00 2.382
BLAZEMASTER CPVC 150 6.75 0 12.50 3.234
100 FS 5.00 26.31 20.00
110 3.00 psi 5.00 29.31
110 0.00 5.00 0.00 29.31 1.00 0.00 0.09665 5.50 1.691
120 0.00 0.00 5.00 33.16 1.025 20.02 ETC 12.00 2.165
TYPE L COPPER TUBE 150 7.79 0 17.50 3.856
120 0.00 0.00 5.00 33.16 1.00 5.00 0.14598 3.00 1.752
130 0.00 -2.00 0.00 35.78 1.025 25.02 3E 9.00 0.866
TYPE L COPPER TUBE 150 9.73 0 12.00 2.618
130 0.00 -2.00 0.00 35.78 1.25 0.00 0.03683 35.00 1.584
140 0.00 -2.00 0.00 37.36 1.360 25.02 2E 8.00 0.000
SCHEDULE 40 PVC 150 5.53 0 43.00 1.584
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
Monday, March 02, 2020, 12:07 PM
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs NINO ROSINI
Scottsdale, AZ 85260 Page 3
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node
HMD Sprinkler Node Number:4
HMD Actual Residual Pressure:16.70 psi
HMD Actual GPM:20.02 gpm
Sprinkler Summary
Sprinkler System Type:Wet
Specified Area Of Application:400.00 ft²
Minimum Desired Density:0.050 gpm/ft²
Application Average Density:0.050 gpm/ft²
Application Average Area Per Sprinkler: 400.00 ft²
Sprinkler Flow:20.02 gpm
Average Sprinkler Flow:20.02 gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity ( In Pipe 120 - 130 ) 9.73 ft/sec
Maximum Velocity Pressure ( In Pipe 120 - 130 ) 0.64 psi
Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi
Actual Maximum Nodal Pressure Imbalance: 0.0068 psi
Actual Average Nodal Pressure Imbalance: 0.0031 psi
Actual Maximum Nodal Flow Imbalance: -0.0236 gpm
Actual Average Nodal Flow Imbalance: 0.0054 gpm
Overall Network Summary
Number Of Unique Pipe Sections:8
Number Of Flowing Sprinklers:1
Pipe System Water Volume:2.55 gal
Sprinkler Flow:20.02 gpm
Non-Sprinkler Flow:5.00 gpm
Minimum Required Residual Pressure At System Inflow
Node:37.36 psi
Demand Flow At System Inflow Node: 25.02 gpm
Monday, March 02, 2020, 12:07 PM
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs NINO ROSINI
Scottsdale, AZ 85260 Page 4
Fire Sprinkler Output Data
Hydraulic Supply/Demand Graph
Pressure psiFlowrate(x100) gpm
57
51
4
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: 56.9 psi
Test Residual Pressure: 51.2 psi
Test Flow Rate: 30 gpm
Demand Curve Data
Calculated Residual Pressure: 37.36 psi
Calculated Flow Rate: 25.02 gpm
Excess Available Residual Pressure At Calculated Flow: 15.46 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi
Monday, March 02, 2020, 12:07 PM
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs NINO ROSINI
Scottsdale, AZ 85260 Page 1
General Project Data Report
General Data
Project Title: NINO ROSINI Project File Name: JCF - NINO ROSINI..fiw
Designed By: Vallie Schilt Date: March 02, 2020
Code Reference:Approving Agency:
"F" FITTING = "T" RUN
Client Name:Phone:
Address:City, State Zip Code:
Company Name:Representative:
Company Address:City And State:
Phone:
Building Name: GARAGE 2 HEAD @ 14 X 14 Building Owner:
Contact at Building:Phone at Building:
Address Of Building: 77530 CALLE PORTRERO City, State Zip Code: LA QUINTA, AZ
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: BLAZEMASTER 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: VIKING Model:470
Size:7/16 Temperature Rating: 175 F
Water Supply Test Data
Source Of Information: TEST RESIDUAL = STATIC - 10%
Test Hydrant ID:Date Of Test:
Hydrant Elevation: 0 ft Static Pressure: 56.90 psi
Test Flow Rate: 30.00 gpm Test Residual Pressure: 51.20 psi
Calculated System Flow Rate: 25.08 gpm Calculated Inflow Residual Pressure: 32.79 psi
Available Residual Pressure At
System Flow:52.81 psi
Calculation Project Data
Calculation Mode: Demand
HMD Minimum Residual Pressure: 11.12 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: 10
Number Of Active Pipes: 9 Number Of Inactive Pipes: 41
Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0
Monday, March 02, 2020, 12:04 PM
APPROVED
Riverside County Fire Department
La Quinta Office of the Fire Marshal
By:
countyfire
03/23/2020 11:58:20 AM
The approval of plans and specifications does notpermit the violation, deletion, omission or faulty
installation of any requirements of Title 24 or any
Local Ordinances. Construction shall remain
accessible and exposed for inspection purposes
until approved by the Fire Department.
Kohl Hetrick
Digitally signed by Kohl Hetrick
DN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl Hetrick
Location: 78495 Calle Tampico, La Quinta, 92253
Reason: I have reviewed this document
Contact Info: 760-777-7074
Date: 2019.07.23 08:23:01-07'00'
FSS2020-0042
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs NINO ROSINI
Scottsdale, AZ 85260 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)
13.0010.0010.0011.121.0010.000.0188910.600.427
30.0010.500.0011.331.10110.00 ET12.00-0.217
BLAZEMASTER CPVC 150 3.37 0 22.60 0.211
23.0010.0010.0811.291.0010.080.019161.600.261
30.0010.500.0011.331.10110.08 ET12.00-0.217
BLAZEMASTER CPVC 150 3.40 0 13.60 0.044
30.0010.500.0011.331.000.000.0685935.002.675
50.0010.500.0014.011.10120.08 4F4.000.000
BLAZEMASTER CPVC 150 6.77 0 39.00 2.675
50.0010.500.0014.011.000.000.0685942.004.458
75 0.00 10.50 0.00 18.46 1.101 20.08 4F2ET 23.00 0.000
BLAZEMASTER CPVC 150 6.77 0 65.00 4.458
75 0.00 10.50 0.00 18.46 1.00 0.00 0.06859 9.50 0.857
100 0.00 5.00 0.00 21.70 1.101 20.08 3F 3.00 2.382
BLAZEMASTER CPVC 150 6.77 0 12.50 3.239
100 FS 5.00 21.70 20.06
110 3.00 psi 5.00 24.71
110 0.00 5.00 0.00 24.71 1.00 0.00 0.09717 5.50 1.701
120 0.00 0.00 5.00 28.57 1.025 20.08 ETC 12.00 2.165
TYPE L COPPER TUBE 150 7.81 0 17.50 3.866
120 0.00 0.00 5.00 28.57 1.00 5.00 0.14661 3.00 1.759
130 0.00 -2.00 0.00 31.20 1.025 25.08 3E 9.00 0.866
TYPE L COPPER TUBE 150 9.75 0 12.00 2.625
130 0.00 -2.00 0.00 31.20 1.25 0.00 0.03699 35.00 1.591
140 0.00 -2.00 0.00 32.79 1.360 25.08 2E 8.00 0.000
SCHEDULE 40 PVC 150 5.54 0 43.00 1.591
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
Monday, March 02, 2020, 12:04 PM
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs NINO ROSINI
Scottsdale, AZ 85260 Page 3
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node
HMD Sprinkler Node Number:1
HMD Actual Residual Pressure:11.12 psi
HMD Actual GPM: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:0.051 gpm/ft²
Application Average Area Per Sprinkler: 196.00 ft²
Sprinkler Flow:20.08 gpm
Average Sprinkler Flow:10.04 gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity ( In Pipe 120 - 130 ) 9.75 ft/sec
Maximum Velocity Pressure ( In Pipe 120 - 130 ) 0.64 psi
Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi
Actual Maximum Nodal Pressure Imbalance: 0.0065 psi
Actual Average Nodal Pressure Imbalance: 0.0026 psi
Actual Maximum Nodal Flow Imbalance: 0.0233 gpm
Actual Average Nodal Flow Imbalance: 0.0047 gpm
Overall Network Summary
Number Of Unique Pipe Sections:9
Number Of Flowing Sprinklers:2
Pipe System Water Volume:2.80 gal
Sprinkler Flow:20.08 gpm
Non-Sprinkler Flow:5.00 gpm
Minimum Required Residual Pressure At System Inflow
Node:32.79 psi
Demand Flow At System Inflow Node: 25.08 gpm
Monday, March 02, 2020, 12:04 PM
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Living Water Designs NINO ROSINI
Scottsdale, AZ 85260 Page 4
Fire Sprinkler Output Data
Hydraulic Supply/Demand Graph
Pressure psiFlowrate(x100) gpm
57
51
4
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: 56.9 psi
Test Residual Pressure: 51.2 psi
Test Flow Rate: 30 gpm
Demand Curve Data
Calculated Residual Pressure: 32.79 psi
Calculated Flow Rate: 25.08 gpm
Excess Available Residual Pressure At Calculated Flow: 20.02 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi
Monday, March 02, 2020, 12:04 PM
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
March 23, 2020
JC Fire Protection
81705 De Oro Ave
Indio, CA 92201
Re: Residential Fire Sprinkler Plan Review – ROSINI RESIDENCE
FSS2020-0042 / 77530 CALLE POTRERO, 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: 77530 CALLE POTRERO PERMIT#: FSS2020-0042 DATE
ISSUED: 3/23/2020
DESCRIPTION: RES FIRE SPRINKLER CONTRACTOR: JC FIRE PROTECTION
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 dur ing 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.