FSS2020-0060ADDITIONAL SITES
CHRONOLOGY
CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES
NOTE KAYLI ALFORD 2/22/2021 2/22/2021
INSPECTION REQUEST RECEIVED ON 2/22/21 FOR
INSPECTION ON 3/1/21. PERMIT EXPIRES 2/23/21. PER KOHL
OK TO EXTEND TO 3/2/21 TO ALLOW FOR INSPECTION. NO
CHARGE FOR EXTENSION.
REFUND ARMANDO MAGALLON 5/6/2020 5/6/2020
APPLICANT APPLIED FOR INCORRECT PERMIT TYPE
(COMMERCIAL FIRE SPRINKLER).
FEES HAVE BEEN UNPAID AND PAID USING THE CORRECT FEE
TYPES, THE OVERPAYMENT AMOUNT OF $242.00 HAS BEEN
PLACED IN THE CASHOVER DRAWER ACCOUNT. CASHOVER
DRAWER OF $242.00 HAS BEEN REFUNDED BACK TO
APPLICANT THORUGH AUTHORIZE.NET. ALL DOCUMENTS
PERTAINING TO THE REFUND HAVE BEEN ATTACHED TO THIS
PERMIT.
CONDITIONS
Description: SYMONS / BRES2019-0449 / FIRE SPRIKLERS
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - TRACT
HOMES
Status: FINALED Applied: 5/5/2020 ECON
Parcel No: 764680020 Site Address: 81561 RONDA LA QUINTA,CA 92253 Approved: 5/19/2020 KHET
Subdivision: TR 31681-3 Block: Lot: 103 Issued: 5/19/2020 KHET
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 3/1/2021 KHET
Valuation: $2,500.00 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
Printed: Friday, February 17, 2023 4:02:51 PM 1 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0060
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 (619)588-6364 angela@SymonsFP.co
m
CONTRACTOR SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 (619)588-6364 angela@SymonsFP.co
m
OWNER T D DESERT DEV 81570 CARBONERAS LA QUINTA CA 92253 (619)588-6364
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
CASH OVER DRAWER 101-0000-42300 0 $242.00 $242.00 5/5/20 R61060 03796Q CREDIT SYMONS FIRE
PROTECTION INC AMA
Total Paid for CASH OVER DRAWER: $242.00 $242.00
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED
101-0000-42421 0 $161.00 $161.00 5/5/20 R61060 03796Q CREDIT SYMONS FIRE
PROTECTION INC AMA
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $242.00 $242.00 5/5/20 R61060 03796Q CREDIT SYMONS FIRE
PROTECTION INC AMA
Total Paid for FIRE FEES: $403.00 $403.00
FSS2020-0060, SYMONS
FIRE PROTECTION,
OVERPAYMENT
101-0000-42300 0 ($242.00)($242.00)5/6/20 R61061 CREDIT SYMONS FIRE
PROTECTION INC AMA
Total Paid for FSS2020-0060, SYMONS FIRE PROTECTION,
OVERPAYMENT: ($242.00)($242.00)
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 5/5/20 R61060 03796Q CREDIT SYMONS FIRE
PROTECTION INC AMA
Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 5/5/20 R61060 03796Q CREDIT SYMONS FIRE
PROTECTION INC AMA
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
Printed: Friday, February 17, 2023 4:02:51 PM 2 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0060
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 5/6/2020 ARMANDO MAGALLON FSS2020-0060 REFUND
FOR OVERPAYMENT FSS2020-0060.pdf 0
DOC 5/5/2020 EtrakitContractor APPLICATION
FIRE APPLICATION
SEPTEMBER 2019 FEE
UPDATE (002)
(Recovered).pdf
1
DOC 5/19/2020 KOHL HETRICK
FSS2020-0060 -
APPROVED PLANS and
CALCS.pdf
FSS2020-0060 -
APPROVED PLANS and
CALCS.pdf
1
BOND INFORMATION
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD HYRO KHET 8/27/2020 8/27/2020 APPROVED REMOTE VIDEO
INSPECTION
OVERHEAD ROUGH
PIPING KHET 8/27/2020 8/27/2020 APPROVED REMOTE VIDEO
INSPECTION
JOB CARD UPDATED AND AS-BUILTS ADDED
TO ATTACHMENTS
FIRE FINAL**KHET 3/1/2021 3/1/2021 APPROVED
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST PERMIT TECH (1
DAY)
STEPHANIE
SWANSTROM
5/5/2020 5/6/2020 5/5/2020 COMPLETE
1ST FIRE (2 WK)KOHL
HETRICK
5/5/2020 5/19/2020 5/19/2020 APPROVED
PARENT PROJECTS
TOTALS:$418.00 $418.00
Printed: Friday, February 17, 2023 4:02:51 PM 3 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0060
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 5/19/2020 KOHL HETRICK FSS2020-0060 - COA and
JOB CARD.pdf
FSS2020-0060 - COA and
JOB CARD.pdf 1
DOC 8/27/2020 KOHL HETRICK
FSS2020-0060 -
APPROVED PLANS and
CALCS (as-builts).pdf
FSS2020-0060 -
APPROVED PLANS and
CALCS (as-builts).pdf
0
Printed: Friday, February 17, 2023 4:02:51 PM 4 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0060
EL=15'6FAUW/HW/HWDWet Bar1" RISER IN WALL W/ INT. LABELED ACCESS PANELHEATZONEPIPING PLAN3/16"=1'-0"ALL 10'-1" FLAT CLG'SU.N.O.REPRESENTSLIGHT FIXTURESREPRESENTS LINEOF CLG CHANGEREPRESENTS SOFFITS. ALLSOFFITT TO BE 1'FTUP 5'FTUP 5'FTUP 3'FTUP 3'FTT.O.R.EL = 15'6B.O.R.EL = 9'53 CAR GARAGEFINISHEDUTILNO A.S.30 SQ.FT.VANLINARCHBED 2WICHALLBED 3WICVANNO A.S.36 SQ.FT.PATIODININGWICBATHNO A.S.55 SQ.FT.CLHALLWICARCH
ARCH
ARCH
PORTICO12'1 CLGWICHALLBED 4HEATZONECASITAARCH
ARCHARCHFPARCHARCH
DN 3'FTARCHVANNO A.S.36 SQ.FT.M.BEDPATIOARCHARCHARCH ARCH ARCHPATIO
HALLHALLARCHARCHARCH
ARCHARCHARCH
HEATZONEHEATZONEFPPANKITCHENGREAT RM14'1 CLGPATIOHEATZONEPATIOARCH ARCHFPFPFOYER14'1 CLG2WYFPNO A.S.15 SQ.FT.NO A.S.15 SQ.FT.DN 3'FTCABGREAT RMKITCHENM.BEDBBSECTION CUT B3/16"=1'-0"EL=15'7EL=15'8EL=15'9EL=15'10EL=15'11EL=15'12EL=20'13EL=20'14EL=20'15PLAN #25 - LOT 103ALL 1" CPVC PIPINGTHE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS AND/OR METHODS OF INSTALLATION CONTAINED IN THIS SET OF DRAWINGS IS THE SOLE PROPERTY OF SYMONS FIRE PROTECTION, INC., AND THAT ANY USE OF THIS SET OF DRAWINGS IS PROHIBITED AND IS A VIOLATION OF COPYRIGHT LAWS WITHOUT FIRST RECEIVING PERMISSION FROM SYMONS FIRE PROTECTION, INC.DRAWN BY :SCALE :DATE :JOB NO.SHEET NO.PROJECT:
CONTRACT WITH:
DRAWING TITLE
MARK DATE BYDESCRIPTION
AUTHORITY HAVING JURISDICTION PHONE
REVISIONS
LA QUINTA FIRE DEPARTMENT (760) 777-7125
LA QUINTA, CA 92253
PLAN TYPE 25
ANDALUSIA - LOT 103
LA QUINTA, CA 92253
81-570 CARONERAS
T.D. DESERT DEVELOPMENT
FIRE SPRINKLER PLANS04-07-20AS NOTEDJOBANNY ECHEVERRIA19-0216FP2 OF FP2121 5 5 PA INE P L AC E * PO W AY, C A 9 2064 * (6 19) 588-6364 *
FAX (619) 588-6805 * www.symonsfp.com * CA LIC. #682025 *111 03-20-20 JOBANNYBEAMS ADDED TO GREAT ROOM
SYMONS FIRE PROTECTION, INC.
12155 PAINE PLACE
POWAY,CA 92064
LICENSE C16-682025
HYDRAULIC CALCULATIONS
FOR
ANDALUSIA – PLAN TYPE 25 – LOT 103
REMOTE AREA 2 HEAD CALC
RELIABLE RFC 43 CONC/FLAT
FILE NUMBER: 19-0216
DATE: 04-08-20
-DESIGN DATA-
OCCUPANCY CLASSIFICATION: R3
DENSITY: .05 gpm/225 sq. ft.
AREA OF APPLICATION: 450 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 24.2 gpm
TOTAL WATER REQUIRED (including hose): 29.2 gpm
(5 gpm Hose STREAM)
FLOW AND PRESSURE (@ NODE 5 BOR): 24.2 gpm @ 25.5 psi
SPRINKLER K-FACTOR (ORIFICE SIZE): 4.3
DESIGN/LAYOUT BY: JOBANNY ECHEVERRIA
AUTHORITY HAVING JURISDICTION: LA QUINTA FIRE DEPT.
WATER FLOW AVAILABILITY DATA: STATIC: 93.5 psi
RESIDUAL: 70.5 psi
FLOW: 29.5 gpm
WATER DEPARTMENT: COACHELLA VALLEY WATER
04-02-20
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
DATE: 4/9/2020 S:\JJ\HASS\19-0216-4.SDF
JOB TITLE: ANDALUCIA (PLAN 25) - 2 HEAD CALC
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
1 93.5 70.5 29.5 70.9 29.2 45.4
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 29.2 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 5.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 24.2 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 0.0 SOURCE 45.4 29.2
2 3.0 - - - - 37.6 - - -
3 3.0 - - - - 33.6 - - -
4 5.0 - - - - 31.8 - - -
5 9.0 HOSE STREAM 25.5 5.0
6 15.0 - - - - 21.6 - - -
7 15.0 - - - - 19.2 - - -
8 15.0 - - - - 15.5 - - -
9 15.0 - - - - 12.9 - - -
10 15.0 - - - - 16.4 - - -
11 15.0 - - - - 13.9 - - -
12 15.0 - - - - 12.2 - - -
13 20.0 - - - - 8.4 - - -
14 20.0 K= 4.30 8.0 12.2
15 20.0 K= 4.30 7.8 12.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 4/9/2020 S:\JJ\HASS\19-0216-4.SDF
JOB TITLE: ANDALUCIA (PLAN 25) - 2 HEAD CALC
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 29.2 0.995 PL 20.00 PF 6.5
1 0.0 SRCE 45.4 (N/A) 12.0 150 FTG TG PE -1.3
2 3.0 0.0 37.6 0.0 0.224 TL 29.00 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE
2 3.0 0.0 37.6 0.0 4.0 psi, 29.2 gpm
3 3.0 0.0 33.6 0.0
Pipe: 3 29.2 2.003 PL 120.00 PF 0.9
3 3.0 0.0 33.6 0.0 3.0 150 FTG 2.0 PE -0.9
4 5.0 0.0 31.8 0.0 0.007 TL 122.00 PV
Pipe: 4 29.2 1.025 PL 5.00 PF 4.7
4 5.0 0.0 31.8 0.0 11.3 150 FTG 19.0 PE -1.7
5 9.0 H.S. 25.5 5.0 0.194 TL 24.00 PV
Pipe: 5 24.2 1.101 PL 6.00 PF 1.3
5 9.0 H.S. 25.5 5.0 8.1 150 FTG 7.0 PE -2.6
6 15.0 0.0 21.6 0.0 0.097 TL 13.00 PV
Pipe: 6 24.2 1.101 PL 10.00 PF 2.4
6 15.0 0.0 21.6 0.0 8.1 150 FTG 15.0 PE 0.0
7 15.0 0.0 19.2 0.0 0.097 TL 25.00 PV
Pipe: 7 13.1 1.101 PL 79.00 PF 3.7
7 15.0 0.0 19.2 0.0 4.4 150 FTG 40.0 PE 0.0
8 15.0 0.0 15.5 0.0 0.031 TL 119.00 PV
Pipe: 8 11.0 1.101 PL 76.00 PF 2.8
7 15.0 0.0 19.2 0.0 3.7 150 FTG 47.0 PE 0.0
10 15.0 0.0 16.4 0.0 0.023 TL 123.00 PV
Pipe: 9 13.1 1.101 PL 58.00 PF 2.6
8 15.0 0.0 15.5 0.0 4.4 150 FTG 25.0 PE 0.0
9 15.0 0.0 12.9 0.0 0.031 TL 83.00 PV
Pipe: 10 13.1 1.101 PL 27.00 PF 2.3
9 15.0 0.0 12.9 0.0 4.4 150 FTG 47.0 PE -2.2
13 20.0 0.0 8.4 0.0 0.031 TL 74.00 PV
Pipe: 11 11.0 1.101 PL 60.00 PF 2.5
10 15.0 0.0 16.4 0.0 3.7 150 FTG 50.0 PE 0.0
11 15.0 0.0 13.9 0.0 0.023 TL 110.00 PV
Pipe: 12 11.0 1.101 PL 51.00 PF 1.7
11 15.0 0.0 13.9 0.0 3.7 150 FTG 24.0 PE 0.0
12 15.0 0.0 12.2 0.0 0.023 TL 75.00 PV
Pipe: 13 11.0 1.101 PL 39.00 PF 1.6
12 15.0 0.0 12.2 0.0 3.7 150 FTG 33.0 PE -2.2
13 20.0 0.0 8.4 0.0 0.023 TL 72.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 4/9/2020 S:\JJ\HASS\19-0216-4.SDF
JOB TITLE: ANDALUCIA (PLAN 25) - 2 HEAD CALC
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 14 12.2 1.101 PL 2.00 PF 0.4
13 20.0 0.0 8.4 0.0 4.1 150 FTG 12.0 PE 0.0
14 20.0 4.3 8.0 12.2 0.027 TL 14.00 PV
Pipe: 15 12.0 1.101 PL 11.00 PF 0.6
13 20.0 0.0 8.4 0.0 4.0 150 FTG 12.0 PE 0.0
15 20.0 4.3 7.8 12.0 0.026 TL 23.00 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 8.8 D computer program
in accordance with NFPA13 (2016)
under license no. 38071930 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2) The system has been calculated to provide an average
imbalance at each node of 0.007 gpm and a maximum
imbalance at any node of 0.091 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 12.0 ft/sec at pipe 1.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) Available pressure at source node 1 under full flow conditions is
61.51 psi with a flow of 35.26 gpm.
(6) PIPE FITTINGS TABLE
User Pipe Table Name: FSS.PIP
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee
--------------------------------------------------------
F
F45Ell
1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 2.53 6.33
1.27
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 4/9/2020 S:\JJ\HASS\19-0216-4.SDF
JOB TITLE: ANDALUCIA (PLAN 25) - 2 HEAD CALC
PAGE: H MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T R K C L B L
Ell Tee TEERUN COUPLG EL45
1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00
2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00
PAGE: I MATERIAL: CPPR-L HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D
Ell Tee
1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00
PAGE: K MATERIAL: CPPR-K HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D
Ell Tee L
0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 4/9/2020 S:\JJ\HASS\19-0216-4.SDF
JOB TITLE: ANDALUCIA (PLAN 25) - 2 HEAD CALC
WATER SUPPLY ANALYSIS
Static: 93.50 psi Resid: 70.50 psi Flow: 29.5 gpm
-14.7
0.0
20.0
40.0
60.0
80.0
100.0
20 30 40 50 60 70 80 90 100
FLOW (GPM)
Note: (1) Dashed Lines indicate extrapolated values from Test Results
G
A
U
G
E
P
R
E
S
S
U
R
E
(
p
s
i
)
A
1
2
B
LEGEND
1 Available pressure
70.93 psi @ 29.2 gpm
2 Required pressure
45.41 psi @ 29.2 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 4/9/2020 S:\JJ\HASS\19-0216-4.SDF
JOB TITLE: ANDALUCIA (PLAN 25) - 2 HEAD CALC
WATER SUPPLY CURVE
96+
*
\
\
88\
\
\
\
80\
\
\
\
72\
0 <-70.5 psi @ 30 gpm
| Flow Test Point
|
P 64+
R |
E |
S |
S 56+
U |
R |
E |
48+
( X
P |
S |
I 40+
) |
|
|
32+
|
|
|
24+
|
|
|==============================
16+ LEGEND "
| "
| X = Required Water Supply "
| 45.41 psi @ 29.2 gpm "
8+ "
| 0 = Available Water Supply "
| 70.93 psi @ 29.2 gpm "
| "
0++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
DESIGN & DEVELOPMENT DEPARTMENT
78-495 Calle Tampico
La Quinta, California 92253
(760) 777-7125 FAX (760) 777-7011
NEW TENANT IMPROVEMENT PERMIT NO.
PROJECT INFORMATION (Please Print)
Project Name: Sign:
Site Address: Print:
City & Zip: Project
Description:
• 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 CONTRACTOR INFORMATION: Same as Applicant info
Applicant Name:
Contractor #:
Contact Person:
Contact Person:
Mailing Address:
Mailing Address:
City & Zip:
City & Zip:
Phone Number:
Fax
:
Phone Number:
Fax
:
Email:
Email:
------------ HOURLY@161/HR
$660 HOURLY@161/HR
$780
$982 $418
$1223 HOURLY@161/HR
$418 HOURLY@161/HR
------------ HOURLY@161/HR
403
483 HOURLY@161/HR
564 HOURLY@161/HR
$176 $495
$590 HOURLY@161/HR
$659
$418 $579
$1062 $418
$735
HOURLY@161/HR HOURLY@161/HR
HOURLY@161/HR HOURLY@161/HR
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
May 19, 2020
Symons Fire Protection INC
12155 Paine PL
Poway, CA 92064
Re: Residential Fire Sprinkler Plan Review – Modification specific to Lot 103 (BRES2019-0449)
FSS2020-0060 / 81561 Ronda, 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: 81561 Ronda (Lot 103) PERMIT#: FSS2020-0060 DATE
ISSUED: 5/19/2020
DESCRIPTION: RES FIRE SPRINKLER SYSTEM CONTRACTOR: SYMONS FIRE PROTECTION 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 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.