FSS2022-0403ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT SYMONS FIRE PROTECTION INC 9475 Chesapeake Drive san diego CA 92123 (619)588-6364 angela@symonsfp.com
CONTRACTOR SYMONS FIRE PROTECTION INC 9475 Chesapeake Drive san diego CA 92123 (619)588-6364 angela@symonsfp.com
OWNER SUNRISE LQ 300 EAGLE DANCE CIR PALM DESERT CA 92211 (619)588-6364 nsparks@andalusiacc.c
om
CONDITIONS
Description: ANDALUSIA / FIRE SPRINKLER / BRES2021-0885 / PLAN 201
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - TRACT
HOMES
Status: ISSUED Applied: 11/8/2022 ECON
Parcel No: 764200071 Site Address: 58864 MARBELLA LA QUINTA,CA 92253 Approved: 11/8/2022 AHI
Subdivision: 37790 Block: Lot: 62 Issued: ONLINE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled:
Valuation: $4,000.00 Occupancy Type: Construction Type: Expired: 7/15/2023 LRO
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: fire sprinklers for lot 50062
FINANCIAL INFORMATION
Printed: Thursday, July 20, 2023 1:12:33 PM 1 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0403
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD ROUGH
PIPING LRO 1/12/2023 1/16/2023 APPROVED See Notes
Fire Sprinkler contract has made too many
changes to master plan 201. Please submit
new As Builts to support the changes made
on the lot. Future piping changes that are
not supported by the plans will eventually
be failed if this is not corrected on other lots.
OVERHEAD HYRO LRO 1/12/2023 1/12/2023 APPROVED
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST PERMIT TECH –
ETRAKIT (1 DAY)
PERMIT TECH
BUCKET
11/8/2022 11/9/2022 11/8/2022 COMPLETE
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 $167.00 $167.00 11/9/22 WEB13560 750453607 CREDIT 682025 ECON
Total Paid for FIRE FEES: $167.00 $167.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 11/9/22 WEB13560 750453607 CREDIT 682025 ECON
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $8.00 $8.00 11/9/22 WEB13560 750453607 CREDIT 682025 ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $8.00 $8.00
TOTALS:$186.00 $186.00
Printed: Thursday, July 20, 2023 1:12:33 PM 2 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0403
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 11/8/2022 Etrakit Contractor FIRE APPLICATION LOT
50062
FIREAPPLICATION LOT
50062.pdf 1
DOC 1/16/2023 LEILANI ROJAS FSS2022-0403 Insp
Notes LMR 1-12-23.pdf
FSS2022-0403 Insp
Notes LMR 1-12-23.pdf 1
BOND INFORMATION
Printed: Thursday, July 20, 2023 1:12:33 PM 3 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0403
FCMP2021-0018 - PLAN 201
ALL 1" CPVC PIPINGPLAN TYPE 201 FLOOR PIPING PLAN3/16"=1'-0"51" RISER IN WALLW/ INT. LABELEDACCESS PANEL6GREAT ROOMKITCHENBEDROOMMASTERBATHMASTERBEDROOM 2CASITAGARAGE2-CARBATH 2BATH 3PORCHLAUNENTRYPWDRGARAGEGOLF CARTCOVERED PATIOCOURTYARDPORTICOCLOSETWALK-INA/CPOOL EQUIPMENTA/CA/CWHWDOpt. FPFAUCCE6 sq.ft.20 sq.ft.35 sq.ft.17 sq.ft.41 sq.ft.17 sq.ft.9 sq.ft.17 sq.ft.HEAT ZONEHEAT ZONEU
P
2
'
-
6 UP 3'-0DN
2
'
-
6 77A8A2-CAR GARAGELAUNGREAT ROOMKITCHENCOVERED PATIOCSECTIONHANGER LOCATIONS ARE TO BEPLACED PER MANUFACTURERESSPECIFICATIONSMAX. HANGERSPACINGPIPESIZESCPVC PIPING APPLICATIONTHE 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
59120 MARBELLA
ANDALUSIA
LA QUINTA. CA 92253
81570 CARBONERAS
NATIONAL MORTGAGE AND LAND CO.
FIRE SPRINKLER SYSTEM PLAN 2017. 22. 2021AS NOTEDiBARRA20-0577FP2-----121 5 5 P A IN E PLACE * PO W AY , C A 9 2 0 6 4 * (6 1 9 ) 5 8 8-6 3 6 4 *
FAX (619) 588-6805 * www.symonsfp.com * CA LIC. #682025 *FCYLNN
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12155 PAINE PLACE
POWAY, CA 92064
HYDRAULIC CALCULATIONS
FOR
ANDALUSIA PLAN 201
FILE NUMBER: 20-0577-PLAN 201.SDF
DATE: JULY 26, 2021
-DESIGN DATA-
OCCUPANCY CLASSIFICATION: RESIDENTIAL
DENSITY: .05 gpm/ 450 sq.ft.
AREA OF APLICATION: BEDROOM
COVERAGE PER SPRINKLER: 225 sq.ft.
NUMBER OF SPRINKLERS: 2 SPRINKLERS
TOTAL SPRINKLER WATER FLOW REQUIRED: 24.3 gpm
TOTAL WATER REQUIRED (including hose): 29.3 gpm
FLOW AND PRESSURE (@ BOR): 24.3 gpm @ 33.9 psi
SPRINKLER ORIFICE SIZE: 1/2” inch
NAME OF CONTRACTOR: SYMONS FIRE PROTECTION, INC.
DESIGN/ LAYOUT: FRANCISCO IBARRA
AUTHORITY HAVING JURISDICTION: LA QUINTA FIRE DEPARTMENT
CONTRACTOR CERTIFICATION NUMBER: C16-682025
WATER DEPARTMENT: COACHELLA VALLEY WATER DEPARTMENT
CONTACT: RUBEN MONTIEL
WATER PRESSURE INFORMATION: 96.0 psi STATIC
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE #38071930)
HRS SYSTEMS, INC.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
DATE: 7/31/2021AM FILES\HRS SYSTEMS\HASS87\HASS DATA\20-0577-PLAN 201.SDF
JOB TITLE: ANDALUSIA PLAN 201 TWO 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 86.4 85.0 31.0 85.1 29.3 57.7
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 29.3 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 5.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 24.3 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 0.0 SOURCE 57.7 29.3
2 3.0 - - - - 49.8 - - -
3 3.0 - - - - 38.8 - - -
4 6.0 - - - - 37.1 - - -
5 9.0 HOSE STREAM 33.9 5.0
6 18.0 - - - - 26.8 - - -
7 18.0 - - - - 8.1 - - -
7A 17.5 K= 4.30 8.2 12.3
8A 17.5 K= 4.30 7.8 12.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 7/31/2021AM FILES\HRS SYSTEMS\HASS87\HASS DATA\20-0577-PLAN 201.SDF
JOB TITLE: ANDALUSIA PLAN 201 TWO 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 29.3 0.995 PL 20.00 PF 6.5
1 0.0 SRCE 57.7 (N/A) 12.1 150 FTG TG PE -1.3
2 3.0 0.0 49.8 0.0 0.226 TL 29.00 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE
2 3.0 0.0 49.8 0.0 11.0 psi, 29.3 gpm
3 3.0 0.0 38.8 0.0
Pipe: 3 29.3 2.050 PL 50.00 PF 0.4
3 3.0 0.0 38.8 0.0 2.8 150 FTG 3L PE -1.3
4 6.0 0.0 37.1 0.0 0.007 TL 59.00 PV
Pipe: 4 29.3 1.025 PL 5.00 PF 2.0
4 6.0 0.0 37.1 0.0 11.4 150 FTG EL PE -1.3
5 9.0 H.S. 33.9 5.0 0.195 TL 10.00 PV
Pipe: 5 24.3 1.101 PL 9.00 PF 3.1
5 9.0 H.S. 33.9 5.0 8.2 150 FTG 2ET3RC PE -3.9
6 18.0 0.0 26.8 0.0 0.097 TL 32.00 PV
Pipe: 6 24.3 1.101 PL 115.00 PF 18.7
6 18.0 0.0 26.8 0.0 8.2 150 FTG 6E7T PE 0.0
7 18.0 0.0 8.1 0.0 0.097 TL 192.00 PV
Pipe: 7 12.3 1.101 PL 0.50 PF 0.2
7 18.0 0.0 8.1 0.0 4.1 150 FTG TR PE 0.2
7A 17.5 4.3 8.2 12.3 0.028 TL 6.50 PV
Pipe: 8 12.0 1.101 PL 12.00 PF 0.6
7 18.0 0.0 8.1 0.0 4.0 150 FTG E2R PE 0.2
8A 17.5 4.3 7.8 12.0 0.026 TL 21.00 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 8.8 D computer program
in accordance with NFPA13 (2019)
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 0.008 gpm and a maximum
imbalance at any node of 0.064 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 12.1 ft/sec at pipe 1.
(4) Items listed in bold print on the cover sheet
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 7/31/2021AM FILES\HRS SYSTEMS\HASS87\HASS DATA\20-0577-PLAN 201.SDF
JOB TITLE: ANDALUSIA PLAN 201 TWO HEAD CALC
are automatically transferred from the calculation report.
(5) Available pressure at source node 1 under full flow conditions is
84.42 psi with a flow of 37.36 gpm.
(6) PIPE FITTINGS TABLE
User Pipe Table Name: FSS.PIP
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
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: J MATERIAL: S40PVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D
Ell Tee
2.050 8.00 15.00 3.00 17.00 9.00 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 4
DATE: 7/31/2021AM FILES\HRS SYSTEMS\HASS87\HASS DATA\20-0577-PLAN 201.SDF
JOB TITLE: ANDALUSIA PLAN 201 TWO HEAD CALC
WATER SUPPLY ANALYSIS
Static: 86.40 psi Resid: 85.00 psi Flow: 31.0 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
85.14 psi @ 29.3 gpm
2 Required pressure
57.65 psi @ 29.3 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 7/31/2021AM FILES\HRS SYSTEMS\HASS87\HASS DATA\20-0577-PLAN 201.SDF
JOB TITLE: ANDALUSIA PLAN 201 TWO HEAD CALC
WATER SUPPLY CURVE
96+
|
|
|
88+
0 <-85.0 psi @ 31 gpm
| Flow Test Point
|
80+
|
|
|
72+
|
|
|
P 64+
R |
E |
S X
S 56+
U |
R |
E |
48+
( |
P |
S |
I 40+
) |
|
|
32+
|
|
|
24+
|
|
|==============================
16+ LEGEND "
| "
| X = Required Water Supply "
| 57.65 psi @ 29.3 gpm "
8+ "
| 0 = Available Water Supply "
| 85.14 psi @ 29.3 gpm "
| "
0++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)