FSS2021-0029ADDITIONAL 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 1/4/22 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 1/28/2021 1/28/2021
EMAILED APPLICANT TO CONFIRM INTENT OF APPLICATION
SUBMITTAL - SUBTYPE SELECTED WAS "RESIDENTIAL - TRACT
HOMES" BUT A NEW SET OF PLANS WERE SUBMITTED FOR
REVIEW. APPLICANT STATED THIS WILL BE A CUSTOM HOME
BECAUSE IT DIFFERS FROM THE ORIGINAL MASTER PLAN.
CONDITIONS
Description: ANDALUSIA / FIRE SPRINKLER / BRES2020-0152
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - TRACT
HOMES
Status: FINALED Applied: 1/28/2021 ECON
Parcel No: 764680018 Site Address: 81537 RONDA LA QUINTA,CA 92253 Approved: 2/16/2021 KHET
Subdivision: TR 31681-3 Block: Lot: 101 Issued: 2/18/2021 ONLINE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 1/5/2022 KHET
Valuation: $3,000.00 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: fire sprinkler submittal
Printed: Monday, February 27, 2023 1:45:48 PM 1 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2021-0029
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
INSPECTIONS
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
FIRE FAILED OR
ADDITIONAL RE-
INSPECTION
101-0000-42421 0 $161.00 $161.00 9/27/21 WEB9414 632674429
93 CREDIT 682025 ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED
101-0000-42421 0 $242.00 $242.00 2/18/21 WEB7426 01531Q CREDIT SYMONS FIRE
PROTECTION INC ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $242.00 $242.00 2/18/21 WEB7426 01531Q CREDIT SYMONS FIRE
PROTECTION INC ECON
FIRE STAFF - PER HOUR 101-0000-42420 1 $83.00 $83.00 1/3/22 WEB10284 634590904
55 CREDIT 682025 ECON
Total Paid for FIRE FEES: $728.00 $728.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 2/18/21 WEB7426 01531Q CREDIT SYMONS FIRE
PROTECTION INC ECON
Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 2/18/21 WEB7426 01531Q CREDIT SYMONS FIRE
PROTECTION INC ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$743.00 $743.00
Printed: Monday, February 27, 2023 1:45:48 PM 2 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2021-0029
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 1/28/2021 EtrakitContractor calcs and material data 19-0216 - LOT53101 -
2HD CALC.pdf 1
DOC 1/28/2021 EtrakitContractor fire sprinkler plans PLAN SET.pdf 1
DOC 1/3/2022 Etrakit Contractor extension letter Andalusia lot 101.pdf 1
DOC 2/16/2021 KOHL HETRICK
FSS2021-0029 -
APPROVED PLANS AND
CALCS.pdf
FSS2021-0029 -
APPROVED PLANS AND
CALCS.pdf
1
BOND INFORMATION
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD HYRO KHET 3/22/2021 3/22/2021 APPROVED
OVERHEAD ROUGH
PIPING KHET 3/22/2021 3/22/2021 APPROVED BUCKET TEST REQUIRED
PRIOR TO FINAL
Due to the observation of appropriate
addition of approximately (12) 90s and 45s
to the main line loop serving the hydraulic
calc path, a bucket test at or prior to final is
being required in lieu of revisions and
hydraulic calculations.
FIRE INSPECTOR KHET 4/21/2021 4/21/2021 APPROVED BUCKET TEST REQUIRED Not a final - Bucket test post rough.
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
1/28/2021 2/11/2021 2/16/2021 APPROVED SEE ATTACHMENTS
1ST PERMIT TECH (1
DAY)
PERMIT TECH
BUCKET
1/28/2021 1/29/2021 1/28/2021 COMPLETE
PARENT PROJECTS
Printed: Monday, February 27, 2023 1:45:48 PM 3 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2021-0029
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 2/16/2021 KOHL HETRICK FSS2021-0029 - COA
AND JOB CARD.pdf
FSS2021-0029 - COA
AND JOB CARD.pdf 1
DOC 4/21/2021 KOHL HETRICK FSS2021-0029 BUCKET
TEST REPORT.pdf
FSS2021-0029 BUCKET
TEST REPORT.pdf 1
Printed: Monday, February 27, 2023 1:45:48 PM 4 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2021-0029
FSS2021-0029
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 VALVE1/2" 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) 777-7125
LA QUINTA, CA 92253
81537 RONDA
ANDALUSIA - LOT #53101
LA QUINTA, CA 92253
81-570 CARONERAS
T.D. DESERT DEVELOPMENT
FIRE SPRINKLER PLANS11-3-2020AS 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 *
PIPING PLAN3/16"=1'-0"ALL 10'-0" FLAT CLG'SU.N.O.SECTION CUT A1/4"=1'-0"REPRESENTS LINEOF CLG CHANGEHALLENTRYHALLWICNOA.S.21SQ.FT.VANLIVINGHALLPLAN #26ALL 1" CPVC PIPINGCLCLBED 5OFFICEHALLARCHEL = 15'EL = 9'T.O.R.B.O.R.651" RISER IN WALL W/ INT. LABELED ACCESS PANELEL=18'12REPRESENTS SOFFITS. ALLSOFFITT TO BE 1'FTUTILCOURTYARDPORTICO18'CLGCASITABATHHEATZONEFPDN 9'FT6X8 BEAMS HALLFLOOR = 4,483 SQ.FT.CASITA = 648 SQ.FT.GARAGE = 825 SQ.FT.TOTAL = 5,956 SQ.FT.WICLINNO A.S.18SQ.FT.HALLBATHHALLHALLARCH
ARCH
VAULTED ARCHHEATZONEFPZONEM.BEDARCH
ENTRY16'6 CLG= REPRESENTS LIGHT FIXTURESGREAT RM14' CLGARCH
ARCH
ARCH
ARCH FP3 CAR GARAGEFINISHEDHEATATTICACCESSLINNO A.S.12 SQ.FT.BED 4WICUP 9'FT6X8 BEAMS
6X8 BEAMS
6X8 BEAMSBATHHALLARCHWIC
ARCH
ARCHBED 3NO A.S.48 SQ.FT.ARCHHALLARCH
ARCH
ARCH
ATTIC
ACCESSHALL WICBATHNO A.S.21 SQ.FT.VANNO A.S.18SQ.FT.WINEUP 2'FTDINING14'CLGFPZONEHEATPATIOPATIOARCHUP 6'FTUP 3'FTZONELIVING16'6 CLG(OPT BED 5)CLHALLJR M.SUITENO A.S.12SQ.FT.CLKITCHEN13'CLGARCHHEATPANUP 4'FTARCH ARCH FPFPCABHALLATTIC
ACCESS = REPRESENTS FANARCHAAUP 7'FTUP 7'FTUP 2'FTEL=18'11EL=18'10EL=15'9EL=15'8EL=15'7EL=15'6MECHNO A.S.37 SQ.FT.NO A.S.30 SQ.FT.THE 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.19-0216FP3 OF FP3-11-3-2020AS NOTEDJOBANNY ECHEVERRIAPROJECT:
ANDALUSIA - LOT #53101
81537 RONDA
LA QUINTA, CA 92253
CONTRACT WITH:
T.D. DESERT DEVELOPMENT
81-570 CARONERAS
LA QUINTA, CA 92253
DRAWING TITLE
FIRE SPRINKLER PLANS
MARK DATE BYDESCRIPTION
AUTHORITY HAVING JURISDICTION PHONE
REVISIONS
LA QUINTA FIRE DEPARTMENT (760) 777-7125
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 *11
SYMONS FIRE PROTECTION, INC.
12155 PAINE PL
POWAY, CA 92064
LICENSE C16-682025
HYDRAULIC CALCULATIONS
FOR
ANDALUSIA LO#53101
REMOTE AREA 2 HEAD CALC
TYCO LF II CONC/FLAT
FILE NUMBER: 19-0216
DATE: 11-4-20
-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: 24.2 gpm
TOTAL WATER REQUIRED (including hose): 29.2 gpm
(5 gpm Hose STREAM)
FLOW AND PRESSURE (@ NODE 5 BOR): 24.2 gpm @ 24.3 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: 96.3 psi
RESIDUAL: 66.7 psi
FLOW: 29.5 gpm
WATER DEPARTMENT: COACHELLA VALLEY WATER
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
DATE: 11/3/2020 S:\JJ\HASS\19-0216-LOT53101.SDF
JOB TITLE: ANDALUCIA (PLAN 26) - 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 96.3 66.7 29.5 67.3 29.2 53.2
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 53.2 29.2
2 3.0 - - - - 45.4 - - -
3 3.0 - - - - 32.4 - - -
4 5.0 - - - - 30.7 - - -
5 9.0 HOSE STREAM 24.3 5.0
6 15.0 - - - - 20.4 - - -
7 15.0 - - - - 16.3 - - -
8 15.0 - - - - 12.5 - - -
9 15.0 - - - - 13.1 - - -
10 15.0 - - - - 8.4 - - -
11 15.0 K= 4.30 8.0 12.2
12 15.0 K= 4.30 7.8 12.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 11/3/2020 S:\JJ\HASS\19-0216-LOT53101.SDF
JOB TITLE: ANDALUCIA (PLAN 26) - 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 53.2 (N/A) 12.0 150 FTG TG PE -1.3
2 3.0 0.0 45.4 0.0 0.224 TL 29.00 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE
2 3.0 0.0 45.4 0.0 13.0 psi, 29.2 gpm
3 3.0 0.0 32.4 0.0
Pipe: 3 29.2 2.003 PL 120.00 PF 0.9
3 3.0 0.0 32.4 0.0 3.0 150 FTG 2.0 PE -0.9
4 5.0 0.0 30.7 0.0 0.007 TL 122.00 PV
Pipe: 4 29.2 1.025 PL 5.00 PF 4.6
4 5.0 0.0 30.7 0.0 11.3 150 FTG 19.0 PE -1.7
5 9.0 H.S. 24.3 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. 24.3 5.0 8.1 150 FTG 7.0 PE -2.6
6 15.0 0.0 20.4 0.0 0.096 TL 13.00 PV
Pipe: 6 24.2 1.101 PL 20.00 PF 4.1
6 15.0 0.0 20.4 0.0 8.1 150 FTG 23.0 PE 0.0
7 15.0 0.0 16.3 0.0 0.096 TL 43.00 PV
Pipe: 7 12.4 1.101 PL 83.00 PF 3.8
7 15.0 0.0 16.3 0.0 4.2 150 FTG 52.0 PE 0.0
8 15.0 0.0 12.5 0.0 0.028 TL 135.00 PV
Pipe: 8 11.8 1.101 PL 81.00 PF 3.1
7 15.0 0.0 16.3 0.0 4.0 150 FTG 42.0 PE 0.0
9 15.0 0.0 13.1 0.0 0.026 TL 123.00 PV
Pipe: 9 12.4 1.101 PL 94.00 PF 4.1
8 15.0 0.0 12.5 0.0 4.2 150 FTG 52.0 PE 0.0
10 15.0 0.0 8.4 0.0 0.028 TL 146.00 PV
Pipe: 10 11.8 1.101 PL 106.00 PF 4.7
9 15.0 0.0 13.1 0.0 4.0 150 FTG 78.0 PE 0.0
10 15.0 0.0 8.4 0.0 0.026 TL 184.00 PV
Pipe: 11 12.2 1.101 PL 3.00 PF 0.4
10 15.0 0.0 8.4 0.0 4.1 150 FTG 13.0 PE 0.0
11 15.0 4.3 8.0 12.2 0.027 TL 16.00 PV
Pipe: 12 12.0 1.101 PL 11.00 PF 0.6
10 15.0 0.0 8.4 0.0 4.0 150 FTG 13.0 PE 0.0
12 15.0 4.3 7.8 12.0 0.026 TL 24.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 11/3/2020 S:\JJ\HASS\19-0216-LOT53101.SDF
JOB TITLE: ANDALUCIA (PLAN 26) - 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 0.012 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
61.35 psi with a flow of 32.27 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: 11/3/2020 S:\JJ\HASS\19-0216-LOT53101.SDF
JOB TITLE: ANDALUCIA (PLAN 26) - 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: 11/3/2020 S:\JJ\HASS\19-0216-LOT53101.SDF
JOB TITLE: ANDALUCIA (PLAN 26) - 2 HEAD CALC
WATER SUPPLY ANALYSIS
Static: 96.30 psi Resid: 66.70 psi Flow: 29.5 gpm
-14.7
0.0
20.0
40.0
60.0
80.0
100.0
120.0
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
67.34 psi @ 29.2 gpm
2 Required pressure
53.22 psi @ 29.2 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 11/3/2020 S:\JJ\HASS\19-0216-LOT53101.SDF
JOB TITLE: ANDALUCIA (PLAN 26) - 2 HEAD CALC
WATER SUPPLY CURVE
108+
|
|
|
99+
*
\
\
90\
\
\
\
81\
\
\
\
P 72\
R \
E 0 <-66.7 psi @ 30 gpm
S | Flow Test Point
S 63+
U |
R |
E |
54X
( |
P |
S |
I 45+
) |
|
|
36+
|
|
|
27+
|
|
|==============================
18+ LEGEND "
| "
| X = Required Water Supply "
| 53.22 psi @ 29.2 gpm "
9+ "
| 0 = Available Water Supply "
| 67.34 psi @ 29.2 gpm "
| "
0++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
Bucket Test Procedure – by FSS Kohl Hetrick
Contractor to provide (2) 30G+ bins pre-marked at preferably 1gal intervals. Bins are placed at each of the design
area fire sprinklers. These head locations are provided with an adapter extending down from the ceiling level and
provided with a 1/4 turn .5-inch ball valve. The piping for this adapter shall not be greater than the pipe serving that
particular head (i.e. 3/4”).
An additional 5gal bucket is provided for measuring domestic demand at spigot nearest fire riser.
Inspector will be at riser and domestic spigot with contractor, stopwatch ready. Helper(s) will be at the 2 design
heads. Through communication on phone or radio, signal “All Start.” Everyone turns on their valves and stopwatch
is started.
Once the 5gal bucket at Dom spigot is at reasonable max fill, signal “All Stop”. Everyone closes valves and stopwatch
is stopped.
Inspect the volumes acquired in the 2 bins at the sprinkler heads. Starting with the one with the least volume, take
the amount in gallons and divide by the number of seconds observed on the stopwatch. This will give you the gallons
per second. Now multiply that number by 60 to establish the gallons per minute for that single head.
Q = (V/T)60
Where:
Q is the flow in gallons per minute (gpm) at a single head discharge point.
V is the volume in gallons (approximate) observed discharged from the single head discharge point
T is the time in seconds (including fraction) it took to fill the 5-gallon container at the domestic spigot valve. *This
may be less than or greater than 60 seconds.
Example:
6 gallons observed at one of the design head discharges in 25 seconds
6/25= .24 gallons per second
.24x60= 14.4 gallons per minute
For the common K4.9 factor head doing a maximum 16x16 spacing, a minimum 13gpm needs to be provided to the
most remote/demanding head(s). This bucket test flow was satisfactory.
Both heads flowed the minimum gpm and you confirmed the minimum 5gpm domestic demand.
PERMIT: _____________________ Address: ________________________________________________
Static Pressure: _____________ *after blead-off **For documentation only.
Residual Pressure: _____________ *while flowing design heads and domestic simultaneously **For
documentation only.
Time (T): ___________ seconds
Volume 1(V1): ____________ gallons
Volume 2(V2): ____________ gallons
Head 1 = (Q) __________ = ((V1) _______ / (T) ________) x 60 Pass ☐ Fail ☐ [Required flow: _______ gpm]
Head 2 = (Q) __________ = ((V2) _______ / (T) ________) x 60 Pass ☐ Fail ☐ [Required flow: _______ gpm]
*Head 3 = (Q) __________ = ((V3) _______ / (T) ________) x 60 Pass ☐ Fail ☐ [Required flow: _______ gpm]
*Optional – for 3-head calculation situations. Will require a 3rd 30-Gallon bucket.
January 3, 2022
Re: FSS2021-0029 – Lot 101
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
February 16, 2021
Symons Fire Protection
12155 Paine Place
Poway, CA 92064
Re: Residential Fire Sprinkler Plan Review – ANDALUSIA – LOT 101 (MODIFIED)
FSS2021-0029 / 81537 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: 81537 RONDA PERMIT#: FSS2021-0029 DATE
ISSUED: 2/16/2021
DESCRIPTION: ANDALUSIA – LOT 101 (MODIFIED) 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.