FSS2020-0150ADDITIONAL SITES
CHRONOLOGY
CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES
NOTE JOSE DELGADO 1/3/2022 1/3/2022
CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT
EXPIRED AS OF 10/18/21 (6 MOS FROM DATE OF LAST
APPROVED INSPECTION). ADDED EXTENSION FEE OF $83 AND
EXTENDED PERMIT TO 1/4/21 SO CONTRACTOR CAN PAY FEE
VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST
LETTER FROM CONTRACTOR. OK TO EXTEND PER KOHL.
CONTRACTOR UPLOADED REQUEST LETTER AND PAID FEE.
EXTENDING PERMIT ANOTHER 6 MONTHS.
NOTE KAYLI ALFORD 11/2/2020 11/2/2020
EMAIL RECEIVED FROM APPLICANT ON 10/30 STATING SHE
WAS HAVING TROUBLE WITH ETRAKIT AND COULD NOT
APPLY. CHANGED REVIEW DATE TO 10/30 TO REFLECT THIS.
PENDING DOCUMENTS KOHL HETRICK 11/17/2020 11/17/2020
Plans and calcs did not attache appropriately. Emailed
applicant to inform and requested emailing of the
documents.
Description: ANDALUSIA / FIRE SPRINKLER / BRES2020-0253
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM
HOMES
Status: FINALED Applied: 10/30/2020 KAL
Parcel No: 764660007 Site Address: 81820 ANDALUSIA LA QUINTA,CA 92253 Approved: 11/23/2020 KHET
Subdivision: TR 31681-3 Block: Lot: 27 Issued: 12/11/2020 KAL
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 1/5/2022 KHET
Valuation: $0.00 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
Printed: Friday, February 24, 2023 9:50:14 AM 1 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0150
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 (760)408-0106 CATHY@SYMONSFP.CO
M
BILL TO SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 (760)408-0106 CATHY@SYMONSFP.CO
M
CONTRACTOR SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 (760)408-0106 CATHY@SYMONSFP.CO
M
LOCAL CONTACT T D DESERT DEVELOPMENT - NOLAN
SPARKS
81570 CARBONERAS LA QUINTA CA 92253 (760)408-0106 NSPARKS@RANCHOLA
QUINTA.COM
OWNER SUNRISE LQ LLC 81570 CARBONERAS LA QUINTA CA 92253 (760)408-0106
CONDITION
TYPE CONTACT DATE
ADDED
DATE
REQUIRED
DATE
SATISFIED STATUS REMARKS NOTES
READY TO ISSUE
CHECKLIST KAYLI ALFORD 11/2/2020 COMPLETE FEES DUE
CONDITIONS
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 12/11/20 R63270 INVOICE 69 CREDIT NOLAN SPARKS AMA
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $242.00 $242.00 12/11/20 R63270 INVOICE 69 CREDIT NOLAN SPARKS AMA
FIRE STAFF - PER HOUR 101-0000-42420 1 $83.00 $83.00 1/3/22 WEB10283 634590828
83 CREDIT 682025 ECON
Total Paid for FIRE FEES: $486.00 $486.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 12/11/20 R63270 INVOICE 69 CREDIT NOLAN SPARKS AMA
Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00
Printed: Friday, February 24, 2023 9:50:14 AM 2 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0150
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 1/3/2022 Etrakit Contractor extension letter Andalusia lot 27_1.pdf 1
DOC 11/2/2020 KAYLI ALFORD Andalusia lot 27.pdf Andalusia lot 27.pdf 0
BOND INFORMATION
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD ROUGH
PIPING
KHET 4/21/2021 4/21/2021 APPROVED
OVERHEAD HYRO KHET 4/21/2021 4/21/2021 APPROVED
FIRE FINAL**KHET 1/5/2022 1/5/2022 APPROVED
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST FIRE (2 WK)KOHL
HETRICK 10/30/2020 11/16/2020 11/23/2020 APPROVED I received the documents for review via email on
11/19. Unable to review until 11/23.
1ST PERMIT TECH (1
DAY)
PERMIT TECH
BUCKET
11/2/2020 11/3/2020 11/2/2020 COMPLETE
PARENT PROJECTS
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 12/11/20 R63270 INVOICE 69 CREDIT NOLAN SPARKS AMA
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$501.00 $501.00
Printed: Friday, February 24, 2023 9:50:14 AM 3 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0150
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 12/7/2020 KOHL HETRICK
FSS2020-0150 -
APPROVED PLANS AND
CALCS.pdf
FSS2020-0150 -
APPROVED PLANS AND
CALCS.pdf
1
DOC 12/7/2020 KOHL HETRICK FSS2020-0150 - COA
AND JOB CARD.pdf
FSS2020-0150 - COA
AND JOB CARD.pdf 1
Printed: Friday, February 24, 2023 9:50:14 AM 4 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0150
81820 ANDALUSIA BRES2020-0253FSS2020-0150
8" MAIN1" COPPERLATTERAL13/4" WATERMETER23120'FTOF 2" PVC45'FT OF 1" COP(SWEEP)COMINED PLUMBING ANDSPRINKLER SHUT OFF(OPTIONAL)PLUMBINGSHUT OFF5EL=0'EL=3'EL=3'EL=5'B.O.R. EL=9'1" CHECK VALVEFLOW SWITCH1/2" DRAIN300LB. WATER GUAGE6T.O.R. EL=15'TRANSITION FROMCOP TO CPVCTRANSITION FROMPVC TO COP1" CPVC 1" CPVCDOMESTIC PLUMBINGREGULATORUNDERGROUND NOTES:1. ALL LOTS TO HAVE 3/4" WATER METERS.2. ALL LOTS TO HAVE 2" (SCHEDULE 40) PVC PIPE FROM WATER METER TO HOUSE.3. NO ELEVATION ON ANY LOT TO EXCEED 5'FT IN ELEVATION CHANGE FROM METER TO HOUSE.4. NO LOT TO EXCEED 20'FT FROM 8" MAIN TO 3/4" WATER METER.5. NO LOT TO EXCEED 120'FT OF 2"PVC FROM 3/4" WATER METER TO HOUSE.6. ALL FIRE SPRINKLER RISERS LOCATED IN GARAGE.7. ALL 3/4" WATER METERS WILL BE LOCATED AT PROPERTY LINE OF EACH HOUSE.AREA OF PRESSUREFROM 2014ALL UNDERGROUND NOTES ARE FORWORST CASE SCENARIO AND NO LOTTO EXCEED ANY MAX LENGTH, SIZE,ELEVATION, ETC. LISTED BELOWAREA OF PRESSURE FROM 2019- AREA OF NEW WORK, SEEEMAIL FOR PRESSURE ZONE2014 PRESSURE2019 PRESSURE2019 EMAILPRESSURETHE 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.760-777-7125ANDALUSIA LOT#53027
LA QUINTA, CA 92253
81-570 CARONERAS
T.D. DESERT DEVELOPMENT
FIRE SPRINKLERS PLAN10-20-20AS NOTEDJOBANNY ECHEVERRIA19-0216FP2 OF FP3-----121 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 *
81820 ANDALUSIA
LA QUINTA, CA 92253
FAU
EL = 15'EL = 9'T.O.R.B.O.R.65PIPING PLAN3/16"=1'-0"ALL 10'-0" FLAT CLG'SU.N.O.1" RISER IN WALL W/ INT. LABELED ACCESS PANELSECTION CUT A3/16"=1'-0"EL=15'6REPRESENTS LIGHT FIXTUREREPRESENTS FANREPRESENTS SOFFITS, ALLSOFFITS TO BE 1'FT3 CAR GARAGEFINISHEDVANARCHNO A.S.30 SQ.FT.BARWICPATIOARCHBED 3CASITAHEATZONEFPUTILHALLBED 2PORTICO14'CLGARCHARCHVANNO A.S.30 SQ.FT.ARCHCLNO A.S.30 SQ.FT.NO A.S.18 SQ.FT.VANCLARCHHALLKITCHENENTRY14'CLGARCH ARCH
ARCH
UP 5'FTHEATZONEPANTRYNO A.S.20 SQ.FT.ARCHARCH
WICVANARCHBATHWICM.BEDHALLARCHARCHBAR11'CLGGREAT RM12'CLGARCH
ARCHARCHARCHPATIOFPFPHEATZONEPATIODN 4'FTDN 3'FTUP 2'FTARCH
REPRESENTS LINEOF CLG CHANGEAAGARAGENO A.S.30 SQ.FT.CASITAPORTICOFPCABCABEL=15'7EL=15'8EL=15'9EL=15'10EL=19'11EL=18'13GRADEPLAN #21ALL 1" CPVC PIPINGEL=18'12BEAM 7X6BEAM 7X6BEAM 7X6BEAM 7X9BEAM 7X9THE 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.19-0216FP3 OF FP3-10-20-20AS NOTEDJOBANNY ECHEVERRIAPROJECT:
ANDALUSIA LOT#53027
CONTRACT WITH:
T.D. DESERT DEVELOPMENT
81-570 CARONERAS
LA QUINTA, CA 92253
DRAWING TITLE
FIRE SPRINKLERS PLAN
MARK
-
DATE
--
BY
-
DESCRIPTION
AUTHORITY HAVING JURISDICTION PHONE
REVISIONS
LA QUINTA FIRE DEPARTMENT.760-777-7125DRAWN BY :SCALE :DATE :JOB NO.SHEET NO.121 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 *
81820 ANDALUSIA
LA QUINTA, CA 92253
SYMONS FIRE PROTECTION, INC.
12155 PAINE PL
POWAY, CA 92064
LICENSE C16-682025
HYDRAULIC CALCULATIONS
FOR
ANDALUSIA LO#53027
REMOTE AREA 2 HEAD CALC
TYCO LF II CONC/FLAT
FILE NUMBER: 19-0216
DATE: 10-20-20
-DESIGN DATA-
OCCUPANCY CLASSIFICATION: R3
DENSITY: .05 gpm/256 sq. ft.
AREA OF APPLICATION: 450 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 24.0 gpm
TOTAL WATER REQUIRED (including hose): 29.0 gpm
(5 gpm Hose STREAM)
FLOW AND PRESSURE (@ NODE 5 BOR): 24.0 gpm @ 23.4 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: 59 psi
RESIDUAL: 58 psi
FLOW: 500 gpm
WATER DEPARTMENT: COACHELLA VALLEY WATER
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
DATE: 10/21/2020 S:\JJ\HASS\19-0216-21.SDF
JOB TITLE: ANDALUCIA (PLAN 21 LOT53027) - 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 59.0 58.0 500.0 59.0 29.0 52.2
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 29.0 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 5.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 24.0 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 0.0 SOURCE 52.2 29.0
2 3.0 - - - - 44.5 - - -
3 3.0 - - - - 31.5 - - -
4 5.0 - - - - 29.7 - - -
5 9.0 HOSE STREAM 23.4 5.0
6 15.0 - - - - 19.6 - - -
7 15.0 - - - - 16.5 - - -
8 15.0 - - - - 14.4 - - -
9 15.0 - - - - 15.4 - - -
10 15.0 - - - - 12.9 - - -
11 19.0 - - - - 9.8 - - -
12 18.0 K= 4.30 7.8 12.0
13 18.0 K= 4.30 7.8 12.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 10/21/2020 S:\JJ\HASS\19-0216-21.SDF
JOB TITLE: ANDALUCIA (PLAN 21 LOT53027) - 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 29.0 0.995 PL 20.00 PF 6.4
1 0.0 SRCE 52.2 (N/A) 12.0 150 FTG TG PE -1.3
2 3.0 0.0 44.5 0.0 0.221 TL 29.00 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE
2 3.0 0.0 44.5 0.0 13.0 psi, 29.0 gpm
3 3.0 0.0 31.5 0.0
Pipe: 3 29.0 2.003 PL 120.00 PF 0.9
3 3.0 0.0 31.5 0.0 3.0 150 FTG 2.0 PE -0.9
4 5.0 0.0 29.7 0.0 0.007 TL 122.00 PV
Pipe: 4 29.0 1.025 PL 5.00 PF 4.6
4 5.0 0.0 29.7 0.0 11.3 150 FTG 19.0 PE -1.7
5 9.0 H.S. 23.4 5.0 0.192 TL 24.00 PV
Pipe: 5 24.0 1.101 PL 6.00 PF 1.2
5 9.0 H.S. 23.4 5.0 8.1 150 FTG 7.0 PE -2.6
6 15.0 0.0 19.6 0.0 0.095 TL 13.00 PV
Pipe: 6 24.0 1.101 PL 10.00 PF 3.1
6 15.0 0.0 19.6 0.0 8.1 150 FTG 22.0 PE 0.0
7 15.0 0.0 16.5 0.0 0.095 TL 32.00 PV
Pipe: 7 11.8 1.101 PL 55.00 PF 2.1
7 15.0 0.0 16.5 0.0 4.0 150 FTG 28.0 PE 0.0
8 15.0 0.0 14.4 0.0 0.026 TL 83.00 PV
Pipe: 8 12.2 1.101 PL 24.00 PF 1.1
7 15.0 0.0 16.5 0.0 4.1 150 FTG 15.0 PE 0.0
9 15.0 0.0 15.4 0.0 0.027 TL 39.00 PV
Pipe: 9 11.8 1.101 PL 67.00 PF 2.8
8 15.0 0.0 14.4 0.0 4.0 150 FTG 44.0 PE -1.7
11 19.0 0.0 9.8 0.0 0.026 TL 111.00 PV
Pipe: 10 12.2 1.101 PL 64.00 PF 2.5
9 15.0 0.0 15.4 0.0 4.1 150 FTG 28.0 PE 0.0
10 15.0 0.0 12.9 0.0 0.027 TL 92.00 PV
Pipe: 11 11.8 1.101 PL 49.00 PF 2.5
11 19.0 0.0 9.8 0.0 4.0 150 FTG 47.0 PE 0.4
12 18.0 4.3 7.8 12.0 0.026 TL 96.00 PV
Pipe: 12 -0.2 1.101 PL 11.00 PF 0.0
12 18.0 4.3 7.8 12.0 0.1 150 FTG 9.0 PE 0.0
13 18.0 4.3 7.8 12.0 0.000 TL 20.00 PV
Pipe: 13 12.2 1.101 PL 99.00 PF 3.8
10 15.0 0.0 12.9 0.0 4.1 150 FTG 41.0 PE -1.3
13 18.0 4.3 7.8 12.0 0.027 TL 140.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 10/21/2020 S:\JJ\HASS\19-0216-21.SDF
JOB TITLE: ANDALUCIA (PLAN 21 LOT53027) - 2 HEAD CALC
NOTES (HASS):
(1) Calculations were performed by the HASS 8.8 D computer program
in accordance with NFPA13 (2019)
under license no. 64620741 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 0.001 gpm and a maximum
imbalance at any node of 0.015 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
58.99 psi with a flow of 31.80 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
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
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 10/21/2020 S:\JJ\HASS\19-0216-21.SDF
JOB TITLE: ANDALUCIA (PLAN 21 LOT53027) - 2 HEAD CALC
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: 10/21/2020 S:\JJ\HASS\19-0216-21.SDF
JOB TITLE: ANDALUCIA (PLAN 21 LOT53027) - 2 HEAD CALC
WATER SUPPLY ANALYSIS
Static: 59.00 psi Resid: 58.00 psi Flow: 500.0 gpm
-14.7
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
100150 200 250 300 350 400 450 500
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
)
A1
2
B
LEGEND
1 Available pressure
58.99 psi @ 29.0 gpm
2 Required pressure
52.21 psi @ 29.0 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 10/21/2020 S:\JJ\HASS\19-0216-21.SDF
JOB TITLE: ANDALUCIA (PLAN 21 LOT53027) - 2 HEAD CALC
WATER SUPPLY CURVE
60+
0\\\\\\\\\\\\\\\\\
| * <-58.0 psi @ 500 gpm
| Flow Test Point
55+
|
X
|
50+
|
|
|
45+
|
|
|
P 40+
R |
E |
S |
S 35+
U |
R |
E |
30+
( |
P |
S |
I 25+
) |
|
|
20+
|
|
|
15+
|
|
|==============================
10+ LEGEND "
| "
| X = Required Water Supply "
| 52.21 psi @ 29.0 gpm "
5+ "
| 0 = Available Water Supply "
| 58.99 psi @ 29.0 gpm "
| "
0++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
January 3, 2022
Re: FSS2020-0150 – Lot 27
To whom it may concern:
We are requesting an extension for the permit mentioned above. Per the general contractor
schedule fell behind due to covid restrictions. We are now moving forward with final fire sprinkler
inspections.
Respectfully,
Angela Zumaya
Design Coordinator
Symons Fire Protection
9475 Chesapeake Drive
San Diego, CA 92123
Phone: 619-588-6364
12155 Paine Place Poway, CA 92064 (619) 588-6364 Fax (619) 588-6805 CA Lic. #682025
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
November 23, 2020
Symons Fire Protection Inc.
12155 Paine Pl
Poway, CA 92064
Re: Residential Fire Sprinkler Plan Review – ANDALUSIA LOT #53027
FSS2020-0150 / 81820 ANDALUSIA, 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: 81820 ANDALUSIA PERMIT#: FSS2020-0150 DATE
ISSUED: 11/23/2020
DESCRIPTION: RES SPK CONTRACTOR: SYMONS 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 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.
DESIGN & DEVELOPMENT DEPARTMENT
78-495 Calle Tampico
La Quinta, California 92253
(760) 777-7125 / FAX (760) 777-7011
OFFICE USE ONLY:
REVIEW DATE: ______________
APPROVED CORRECTIONS
CALLED FOR PICKUP:_________
PICKED UP:_________________
SUBMITTAL #_________ REVISION #________ PERMIT NO.
APPLICANT/OWNER INFORMATION
Applicant Name: Owner Name:
Mailing Address: Site Address:
Phone Number: Project
Email:
Description: (Include # of sprinkler heads)
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.
CONTRACTOR INFORMATION
Contractor Name:
Contractor #: Signature:
Contact Person:
Mailing Address: Print Name:
City, State, Zip: Phone Number:
Business License #: Email Address:
------------ HOURLY@161/HR
$670 HOURLY@161/HR
$791
$992 $418
$1234 HOURLY@161/HR
$418
------------ HOURLY@161/HR
$418
$499 $740
$579 HOURLY@161/HR
------------ HOURLY@161/HR
$176 $901
$257 HOURLY@161/HR
$337 $659
$590 $579
$418
$418 $161
$1062 HOURLY@161/HR
1/29/2020