FSS2020-0051ADDITIONAL SITES
CHRONOLOGY
CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES
Description: HUNT / FIRE SPRINKLER SYSTEM / BRES2019-0088
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM
HOMES
Status: FINALED Applied: 3/25/2020 EPRS
Parcel No: 773292007 Site Address: 52640 AVENIDA RAMIREZ LA QUINTA,CA 92253 Approved: 4/7/2020 KHET
Subdivision: SANTA CARMELITA VALE LA QUINTA
UNIT 16
Block: 153 Lot: 17 Issued: 4/7/2020 KHET
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 7/13/2020 KHET
Valuation: ($1.00)Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
Printed: Thursday, February 16, 2023 4:43:42 PM 1 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0051
CONDITION
TYPE CONTACT DATE
ADDED
DATE
REQUIRED
DATE
SATISFIED STATUS REMARKS NOTES
READY TO ISSUE
CHECKLIST FIRE BUCKET 3/25/2020 3/25/2020 4/8/2020 COMPLETE CONTRACTOR BUSINESS LICENSE IS REQUIRED
PRIOR TO ISSUANCE.
E-MAIL KOHL HETRICK 4/6/2020 4/6/2020
Hetrick, Kohl@CALFIRE
Mon 4/6/2020 2:09 PM
To: Nick Domnick <nick@ndfireprotection.com>;
nicknafp@msn.com?
Nick,
I am starting the review for the above permit located at
52640 Avenida Ramirez. In reviewing the provided
documents there is no water supply confirmation document
from the water district. In regards to CVWD, this can be in 2
forms - 1) Fire Flow analysis of a nearby fire hydrant, or 2) a
Residential Connection Charge Estimate (RCCE). The RCCE
identifies the service and water meter improvement sizes and
calculates the friction losses through the connection
assembly, giving you the discharge flow and pressure from
the water meter for your system modeling.
I must consider the permit to be incomplete until you can
provide a valid water supply document.
Respectfully,
KOHL HETRICK
NOTE ARMANDO MAGALLON 4/8/2020 4/10/2020
FEES PAID WERE TRANSFERRED FROM FSS2020-0051 TO LIC-
768707. THE TOAL PAID WAS 29 FOR A 6 MONTH BL. SEE
ATTACHMENT
CONDITIONS
Printed: Thursday, February 16, 2023 4:43:42 PM 2 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0051
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT nicholas Domnick 16224 space drive moreno valley CA 92551 (951)807-1347 NICKNAFP@MSN.COM
BILL TO nicholas Domnick 16224 space drive moreno valley CA 92551 (951)807-1347 NICKNAFP@MSN.COM
CONTRACTOR NICHOLAS DOMNICK FIRE
PROTECTION
16224 SPACE DR MORENO
VALLEY
CA 92551 (951)807-1347 NICK@NDFIREPROTECT
ION.COM
OWNER GARY HUNT 16224 space drive moreno valley CA 92551 (951)807-1347 NICKNAFP@MSN.COM
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
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 3/25/20 WEB4742 000112 CREDIT nicholas Domnick EPRS
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $242.00 $242.00 3/25/20 WEB4742 000112 CREDIT nicholas Domnick EPRS
Total Paid for FIRE FEES: $403.00 $403.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 3/25/20 WEB4742 000112 CREDIT nicholas Domnick EPRS
Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/25/20 WEB4742 000112 CREDIT nicholas Domnick EPRS
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$418.00 $418.00
Printed: Thursday, February 16, 2023 4:43:42 PM 3 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0051
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 3/25/2020 EtrakitPublicReg 1ST SUBMITTAL - HEAD
CALC 20 X 20
HUNT RESIDENCES 1 HD
CALC.pdf 1
DOC 3/25/2020 EtrakitPublicReg 1ST SUBMITTAL - 2
HEAD CALC
HUNT RESIDENCE2
HEAD CALC SUBF.pdf 1
DOC 3/25/2020 JACK LIMA 1ST SUBMITTAL - FIRE
SPRINKLER PLAN FIRE.pdf 1
DOC 4/7/2020 KOHL HETRICK CVWD Connection
Charge Hunt Res..pdf
CVWD Connection
Charge Hunt Res..pdf 1
BOND INFORMATION
OVERHEAD ROUGH
PIPING KHET 4/9/2020 4/9/2020 APPROVED REMOTE VIDEO
INSPECTION
CONTRACTOR HAD TO INSTALL MORE
INSULATION AND CPVC PROTECTION. WENT
THROUGH ANOTHER RVI APPROXIMATELY 1
HOUR LATER TO CONFIRM
OVERHEAD HYRO KHET 4/9/2020 4/9/2020 APPROVED REMOTE VIDEO
INSPECTION
FIRE FINAL**KHET 7/13/2020 7/13/2020 APPROVED REMOTE VIDEO
INSPECTION
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST PERMIT TECH (1
DAY)
JACK LIMA 3/25/2020 3/26/2020 3/25/2020 COMPLETE
1ST FIRE (2 WK)KOHL
HETRICK 3/25/2020 4/8/2020 4/7/2020 APPROVED SEE ATTACHMENTS
CONTRACTOR BUSINESS LICENSE IS REQUIRED
PRIOR TO ISSUANCE. EMAILED APPLICATION TO
CONTRACTOR.
See chronology for notification of Incomplete
Submittal.
PARENT PROJECTS
Printed: Thursday, February 16, 2023 4:43:42 PM 4 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0051
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 4/7/2020 KOHL HETRICK
FSS2020-0051 -
APPROVED PLAN
SET.pdf
FSS2020-0051 -
APPROVED PLAN
SET.pdf
1
DOC 4/7/2020 KOHL HETRICK
FSS2020-0051 - HUNT
RESIDENCE - COA AND
JOB CARD.pdf
FSS2020-0051 - HUNT
RESIDENCE - COA AND
JOB CARD.pdf
1
Printed: Thursday, February 16, 2023 4:43:42 PM 5 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0051
FSS2020-0051
APPROVED
By:
FIRE SAFETY SPECIALIST
04/07/2020 4:42:06 PM
The approval of plans and specifications does not
permit 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.
PERMIT # -FSS2020-0051
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES WATER SUPPLY ANALYSIS
Static: 60.00 psi Resid: 20.00 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
100 150 200 250 300 350 400 450 500
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
59.77 psi @ 31.1 gpm
2 Required pressure
36.12 psi @ 31.1 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 60.0 20.0 500.0 59.8 31.1 36.1
AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM
NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM)
M1 101.0 - - - - 31.2 - - - M2 101.0 - - - - 23.2 - - - UGA 101.0 - - - - 22.3 - - - DOM 102.0 HOSE STREAM 21.5 5.0 BOR 103.0 - - - - 19.3 - - - TOR 113.0 - - - - 12.6 - - - 5 113.0 - - - - 10.6 - - - 6 113.0 - - - - 9.3 - - - 7 113.0 - - - - 7.8 - - - 8 113.0 - - - - 7.2 - - - 9 113.0 - - - - 7.2 - - - 9A 113.0 - - - - 7.2 - - - 10 113.0 - - - - 8.4 - - - 100 113.0 K= 4.90 7.0 13.0 101 113.0 K= 4.90 7.1 13.1 SOURCE 100.0 SOURCE 36.1 31.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA PIPE DATA
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 Source 0.0 15.00 150 4.9 SOURCE 100.0 36.1 31.1 M2 1.000 2E: 5.4 5.40 0.4 M1 101.0 31.2 31.1 1.025 20.40 0.218 4.5
Pipe: 2 0.0 Fixed Pressure Loss Device M1 101.0 31.2 31.1 UGA 8.0 psi, 31.0 gpm M2 101.0 23.2 31.0
Pipe: 3 0.0 0.0 25.00 150 0.9 M2 101.0 23.2 31.1 DOM 1.500 2E:12.1 12.09 0.0 UGA 101.0 22.3 31.1 1.610 37.09 0.024 0.9
Pipe: 4 H.S. 5.0 Disch 5.00 150 0.8 UGA 101.0 22.3 26.1 BOR 1.500 2E:12.1 12.09 0.4 DOM 102.0 21.5 31.1 1.610 17.09 0.024 0.4
Pipe: 5 0.0 0.0 2.00 150 2.2 DOM 102.0 21.5 26.1 TOR 1.000 E: 2.7 9.45 0.4 BOR 103.0 19.3 26.1 1.025 T: 6.7 11.45 0.157 1.8
Pipe: 6 0.0 0.0 10.00 150 6.6 BOR 103.0 19.3 26.1 5 1.000 E: 2.5 10.50 4.3 TOR 113.0 12.6 26.1 1.101 C: 8.0 20.50 0.111 2.3
Pipe: 7 0.0 0.0 12.00 150 2.0 TOR 113.0 12.6 26.1 6 1.000 T: 6.0 6.00 0.0 5 113.0 10.6 26.1 1.101 18.00 0.111 2.0
Pipe: 8 0.0 12.8 10 6.00 150 1.3 5 113.0 10.6 13.2 7 1.000 T: 6.0 6.00 0.0 6 113.0 9.3 26.1 1.101 12.00 0.111 1.3
Pipe: 9 0.0 0.0 44.00 150 1.5 6 113.0 9.3 13.2 8 1.000 E: 2.5 2.50 0.0 7 113.0 7.8 13.2 1.101 46.50 0.032 1.5
Pipe: 10 0.0 0.2 9 13.00 150 0.6 7 113.0 7.8 13.2 100 1.000 T: 6.0 6.00 0.0 8 113.0 7.2 13.2 1.101 19.00 0.032 0.6
Pipe: 11 4.90 13.0 Disch 4.00 150 0.2 8 113.0 7.2 0.0 1.000 E: 2.5 2.50 0.0 100 113.0 7.0 13.0 1.101 6.50 0.031 0.2
Pipe: 12 0.0 0.0 13.00 150 0.0 8 113.0 7.2 0.2 9A 1.000 E: 2.5 2.50 0.0 9 113.0 7.2 0.2 1.101 15.50 0.000 0.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 13 0.0 13.1 101 4.00 150 0.0 9 113.0 7.2 -12.8 10 1.000 T: 6.0 6.00 0.0 9A 113.0 7.2 0.2 1.101 10.00 0.000 0.0
Pipe: 13A 4.90 13.1 Disch 4.00 150 0.1 9A 113.0 7.2 0.0 1.000 ---- 0.00 0.0 101 113.0 7.1 13.1 1.101 4.00 0.031 0.1
Pipe: 14 0.0 0.0 36.00 150 1.2 10 113.0 8.4 12.8 101 1.000 E: 2.5 2.50 0.0 9A 113.0 7.2 12.8 1.101 38.50 0.030 1.2
Pipe: 15 0.0 0.0 25.00 150 0.9 6 113.0 9.3 12.8 9A 1.000 T: 6.0 6.00 0.0 10 113.0 8.4 12.8 1.101 31.00 0.030 0.9
NOTES (HASS):
(1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 27071563 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 0.013 gpm and a maximum imbalance at any node of 0.193 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
are automatically transferred from the calculation report.
(5) Available pressure at source node SOURCE under full flow conditions is 59.56 psi with a flow of 43.47 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard.pip
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES PAGE: * MATERIAL: S40 HWC: 120Diameter 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 1.025 1.79 4.47 1.79 4.47 5.36 0.89 8.93 1.79 4.47 0.89 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00
PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40
APPROVED
By:
FIRE SAFETY SPECIALIST
04/07/2020 4:42:51 PM
The approval of plans and specifications does not
permit 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.
PERMIT # -FSS2020-0051
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES WATER SUPPLY ANALYSIS
Static: 60.00 psi Resid: 20.00 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
100 150 200 250 300 350 400 450 500
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
59.84 psi @ 25.0 gpm
2 Required pressure
40.87 psi @ 25.0 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 60.0 20.0 500.0 59.8 25.0 40.9
AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM
NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM)
M1 101.0 - - - - 37.5 - - - M2 101.0 - - - - 29.5 - - - UGA 101.0 - - - - 28.9 - - - DOM 102.0 HOSE STREAM 28.2 5.0 BOR 103.0 - - - - 26.6 - - - TOR 113.0 - - - - 20.9 - - - 5 113.0 - - - - 19.7 - - - 6 113.0 - - - - 18.9 - - - 7 113.0 - - - - 18.0 - - - 8 113.0 - - - - 17.7 - - - 9 113.0 - - - - 17.4 - - - 10 113.0 - - - - 18.2 - - - 100 113.0 - - - - 17.7 - - - 101 113.0 K= 4.90 16.7 20.0 SOURCE 100.0 SOURCE 40.9 25.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA PIPE DATA
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 Source 0.0 15.00 150 3.4 SOURCE 100.0 40.9 25.0 M2 1.000 2E: 5.4 5.40 0.4 M1 101.0 37.5 25.0 1.025 20.40 0.145 3.0
Pipe: 2 0.0 Fixed Pressure Loss Device M1 101.0 37.5 25.0 UGA 8.0 psi, 25.0 gpm M2 101.0 29.5 25.0
Pipe: 3 0.0 0.0 25.00 150 0.6 M2 101.0 29.5 25.0 DOM 1.500 2E:12.1 12.09 0.0 UGA 101.0 28.9 25.0 1.610 37.09 0.016 0.6
Pipe: 4 H.S. 5.0 Disch 5.00 150 0.7 UGA 101.0 28.9 20.0 BOR 1.500 2E:12.1 12.09 0.4 DOM 102.0 28.2 25.0 1.610 17.09 0.016 0.3
Pipe: 5 0.0 0.0 2.00 150 1.5 DOM 102.0 28.2 20.0 TOR 1.000 E: 2.7 9.45 0.4 BOR 103.0 26.6 20.0 1.025 T: 6.7 11.45 0.096 1.1
Pipe: 6 0.0 0.0 10.00 150 5.7 BOR 103.0 26.6 20.0 5 1.000 E: 2.5 10.50 4.3 TOR 113.0 20.9 20.0 1.101 C: 8.0 20.50 0.068 1.4
Pipe: 7 0.0 0.0 12.00 150 1.2 TOR 113.0 20.9 20.0 6 1.000 T: 6.0 6.00 0.0 5 113.0 19.7 20.0 1.101 18.00 0.068 1.2
Pipe: 8 0.0 10.4 10 6.00 150 0.8 5 113.0 19.7 9.6 7 1.000 T: 6.0 6.00 0.0 6 113.0 18.9 20.0 1.101 12.00 0.068 0.8
Pipe: 9 0.0 0.0 44.00 150 0.8 6 113.0 18.9 9.6 8 1.000 E: 2.5 2.50 0.0 7 113.0 18.0 9.6 1.101 46.50 0.017 0.8
Pipe: 10 0.0 0.0 13.00 150 0.3 7 113.0 18.0 9.6 9 1.000 T: 6.0 6.00 0.0 8 113.0 17.7 9.6 1.101 19.00 0.017 0.3
Pipe: 11 0.0 0.0 4.00 150 0.0 100 113.0 17.7 0.0 1.000 E: 2.5 2.50 0.0 8 113.0 17.7 0.0 1.101 6.50 0.000 0.0
Pipe: 12 0.0 20.0 101 13.00 150 0.3 8 113.0 17.7 -10.4 10 1.000 E: 2.5 2.50 0.0 9 113.0 17.4 9.6 1.101 15.50 0.017 0.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 13 4.90 20.0 Disch 3.00 150 0.8 9 113.0 17.4 0.0 1.000 E: 2.5 8.50 0.0 101 113.0 16.7 20.0 1.101 T: 6.0 11.50 0.068 0.8
Pipe: 14 0.0 20.0 101 36.00 150 0.8 10 113.0 18.2 -9.6 8 1.000 E: 2.5 2.50 0.0 9 113.0 17.4 10.4 1.101 38.50 0.020 0.8
Pipe: 15 0.0 0.0 25.00 150 0.6 6 113.0 18.9 10.4 9 1.000 T: 6.0 6.00 0.0 10 113.0 18.2 10.4 1.101 31.00 0.020 0.6
NOTES (HASS):
(1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 27071563 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 0.004 gpm and a maximum imbalance at any node of 0.058 gpm.
(3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.7 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 SOURCE under full flow conditions is 59.76 psi with a flow of 31.39 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard.pip
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES PAGE: * MATERIAL: S40 HWC: 120Diameter 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 1.025 1.79 4.47 1.79 4.47 5.36 0.89 8.93 1.79 4.47 0.89 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00
PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40
NICHOLAS DOMNICK FIRE PROTECTION 16224 SPACE DRIVE MORENO VALLEY, HYDRAULIC CALCULATIONS FOR THE HUNT RESIDENCE 52-640 AVENIDA RAMIREZ LA QUINTA, CA 92253 DRAWING NUMBER: 4376 DATE: MAR 25, 2020 -DESIGN DATA- REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: MOST REMOTE 1 HEAD CALC OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 400 sq. ft. COVERAGE PER SPRINKLER: 400 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO LF II NUMBER OF SPRINKLERS CALCULATED: 1 DOMESTIC DEMAND: 5 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 25.0 gpm FLOW AND PRESSURE (AT BASE OF RISER):20.0 gpm @ 26.6 psi TYPE OF SYSTEM: WET CPVC WATER SUPPLY Source: CITY MAIN Test Date: 2/14/202 Test By:NDFP Location: 52640 AVENIDA RAMIREZ LA QUINTA Static: 60 psi Residual: 20 psi Flow: 500.0 gpm Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: NICHOLAS DOMNICK FIRE PROTECTION Address: 16224 SPACE DRIVE MORENO VALLEY, CA Phone: 951-807-1347 Certification number:C-16 # 682276 NAME OF DESIGNER: NICK DOMNICK AUTHORITY HAVING JURISDICTION: LAQUINTA FIRE / RIV COUNTY NOTES: ALL RUN TEES ADDED IN EQUIVELANT FEET OF PIPE. Calculations performed by HASS under license # 27071563 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES WATER SUPPLY ANALYSIS
Static: 60.00 psi Resid: 20.00 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
100 150 200 250 300 350 400 450 500
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
59.84 psi @ 25.0 gpm
2 Required pressure
40.87 psi @ 25.0 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 60.0 20.0 500.0 59.8 25.0 40.9
AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM
NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM)
M1 101.0 - - - - 37.5 - - - M2 101.0 - - - - 29.5 - - - UGA 101.0 - - - - 28.9 - - - DOM 102.0 HOSE STREAM 28.2 5.0 BOR 103.0 - - - - 26.6 - - - TOR 113.0 - - - - 20.9 - - - 5 113.0 - - - - 19.7 - - - 6 113.0 - - - - 18.9 - - - 7 113.0 - - - - 18.0 - - - 8 113.0 - - - - 17.7 - - - 9 113.0 - - - - 17.4 - - - 10 113.0 - - - - 18.2 - - - 100 113.0 - - - - 17.7 - - - 101 113.0 K= 4.90 16.7 20.0 SOURCE 100.0 SOURCE 40.9 25.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA PIPE DATA
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 Source 0.0 15.00 150 3.4 SOURCE 100.0 40.9 25.0 M2 1.000 2E: 5.4 5.40 0.4 M1 101.0 37.5 25.0 1.025 20.40 0.145 3.0
Pipe: 2 0.0 Fixed Pressure Loss Device M1 101.0 37.5 25.0 UGA 8.0 psi, 25.0 gpm M2 101.0 29.5 25.0
Pipe: 3 0.0 0.0 25.00 150 0.6 M2 101.0 29.5 25.0 DOM 1.500 2E:12.1 12.09 0.0 UGA 101.0 28.9 25.0 1.610 37.09 0.016 0.6
Pipe: 4 H.S. 5.0 Disch 5.00 150 0.7 UGA 101.0 28.9 20.0 BOR 1.500 2E:12.1 12.09 0.4 DOM 102.0 28.2 25.0 1.610 17.09 0.016 0.3
Pipe: 5 0.0 0.0 2.00 150 1.5 DOM 102.0 28.2 20.0 TOR 1.000 E: 2.7 9.45 0.4 BOR 103.0 26.6 20.0 1.025 T: 6.7 11.45 0.096 1.1
Pipe: 6 0.0 0.0 10.00 150 5.7 BOR 103.0 26.6 20.0 5 1.000 E: 2.5 10.50 4.3 TOR 113.0 20.9 20.0 1.101 C: 8.0 20.50 0.068 1.4
Pipe: 7 0.0 0.0 12.00 150 1.2 TOR 113.0 20.9 20.0 6 1.000 T: 6.0 6.00 0.0 5 113.0 19.7 20.0 1.101 18.00 0.068 1.2
Pipe: 8 0.0 10.4 10 6.00 150 0.8 5 113.0 19.7 9.6 7 1.000 T: 6.0 6.00 0.0 6 113.0 18.9 20.0 1.101 12.00 0.068 0.8
Pipe: 9 0.0 0.0 44.00 150 0.8 6 113.0 18.9 9.6 8 1.000 E: 2.5 2.50 0.0 7 113.0 18.0 9.6 1.101 46.50 0.017 0.8
Pipe: 10 0.0 0.0 13.00 150 0.3 7 113.0 18.0 9.6 9 1.000 T: 6.0 6.00 0.0 8 113.0 17.7 9.6 1.101 19.00 0.017 0.3
Pipe: 11 0.0 0.0 4.00 150 0.0 100 113.0 17.7 0.0 1.000 E: 2.5 2.50 0.0 8 113.0 17.7 0.0 1.101 6.50 0.000 0.0
Pipe: 12 0.0 20.0 101 13.00 150 0.3 8 113.0 17.7 -10.4 10 1.000 E: 2.5 2.50 0.0 9 113.0 17.4 9.6 1.101 15.50 0.017 0.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 13 4.90 20.0 Disch 3.00 150 0.8 9 113.0 17.4 0.0 1.000 E: 2.5 8.50 0.0 101 113.0 16.7 20.0 1.101 T: 6.0 11.50 0.068 0.8
Pipe: 14 0.0 20.0 101 36.00 150 0.8 10 113.0 18.2 -9.6 8 1.000 E: 2.5 2.50 0.0 9 113.0 17.4 10.4 1.101 38.50 0.020 0.8
Pipe: 15 0.0 0.0 25.00 150 0.6 6 113.0 18.9 10.4 9 1.000 T: 6.0 6.00 0.0 10 113.0 18.2 10.4 1.101 31.00 0.020 0.6
NOTES (HASS):
(1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 27071563 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 0.004 gpm and a maximum imbalance at any node of 0.058 gpm.
(3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.7 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 SOURCE under full flow conditions is 59.76 psi with a flow of 31.39 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard.pip
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES PAGE: * MATERIAL: S40 HWC: 120Diameter 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 1.025 1.79 4.47 1.79 4.47 5.36 0.89 8.93 1.79 4.47 0.89 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00
PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40
NICHOLAS DOMNICK FIRE PROTECTION 16224 SPACE DRIVE MORENO VALLEY, HYDRAULIC CALCULATIONS FOR THE HUNT RESIDENCE 52-640 AVENIDA RAMIREZ LA QUINTA, CA 92253 DRAWING NUMBER: 4376 DATE: MAR 25, 2020 -DESIGN DATA- REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: MOST REMOTE 2 HEAD CALC OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 500 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO LF II NUMBER OF SPRINKLERS CALCULATED: 2 DOMESTIC DEMAND: 5 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 31.1 gpm FLOW AND PRESSURE (AT BASE OF RISER):20.0 gpm @ 26.6 psi TYPE OF SYSTEM: WET CPVC WATER SUPPLY Source: CITY MAIN Test Date: 2/14/202 Test By:NDFP Location: 52640 AVENIDA RAMIREZ LA QUINTA Static: 60 psi Residual: 20 psi Flow: 500.0 gpm Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: NICHOLAS DOMNICK FIRE PROTECTION Address: 16224 SPACE DRIVE MORENO VALLEY, CA Phone: 951-807-1347 Certification number:C-16 # 682276 NAME OF DESIGNER: NICK DOMNICK AUTHORITY HAVING JURISDICTION: LAQUINTA FIRE / RIV COUNTY NOTES: ALL RUN TEES ADDED IN EQUIVELANT FEET OF PIPE. Calculations performed by HASS under license # 27071563 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES WATER SUPPLY ANALYSIS
Static: 60.00 psi Resid: 20.00 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
100 150 200 250 300 350 400 450 500
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
59.77 psi @ 31.1 gpm
2 Required pressure
36.12 psi @ 31.1 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 60.0 20.0 500.0 59.8 31.1 36.1
AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM
NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM)
M1 101.0 - - - - 31.2 - - - M2 101.0 - - - - 23.2 - - - UGA 101.0 - - - - 22.3 - - - DOM 102.0 HOSE STREAM 21.5 5.0 BOR 103.0 - - - - 19.3 - - - TOR 113.0 - - - - 12.6 - - - 5 113.0 - - - - 10.6 - - - 6 113.0 - - - - 9.3 - - - 7 113.0 - - - - 7.8 - - - 8 113.0 - - - - 7.2 - - - 9 113.0 - - - - 7.2 - - - 9A 113.0 - - - - 7.2 - - - 10 113.0 - - - - 8.4 - - - 100 113.0 K= 4.90 7.0 13.0 101 113.0 K= 4.90 7.1 13.1 SOURCE 100.0 SOURCE 36.1 31.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA PIPE DATA
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 Source 0.0 15.00 150 4.9 SOURCE 100.0 36.1 31.1 M2 1.000 2E: 5.4 5.40 0.4 M1 101.0 31.2 31.1 1.025 20.40 0.218 4.5
Pipe: 2 0.0 Fixed Pressure Loss Device M1 101.0 31.2 31.1 UGA 8.0 psi, 31.0 gpm M2 101.0 23.2 31.0
Pipe: 3 0.0 0.0 25.00 150 0.9 M2 101.0 23.2 31.1 DOM 1.500 2E:12.1 12.09 0.0 UGA 101.0 22.3 31.1 1.610 37.09 0.024 0.9
Pipe: 4 H.S. 5.0 Disch 5.00 150 0.8 UGA 101.0 22.3 26.1 BOR 1.500 2E:12.1 12.09 0.4 DOM 102.0 21.5 31.1 1.610 17.09 0.024 0.4
Pipe: 5 0.0 0.0 2.00 150 2.2 DOM 102.0 21.5 26.1 TOR 1.000 E: 2.7 9.45 0.4 BOR 103.0 19.3 26.1 1.025 T: 6.7 11.45 0.157 1.8
Pipe: 6 0.0 0.0 10.00 150 6.6 BOR 103.0 19.3 26.1 5 1.000 E: 2.5 10.50 4.3 TOR 113.0 12.6 26.1 1.101 C: 8.0 20.50 0.111 2.3
Pipe: 7 0.0 0.0 12.00 150 2.0 TOR 113.0 12.6 26.1 6 1.000 T: 6.0 6.00 0.0 5 113.0 10.6 26.1 1.101 18.00 0.111 2.0
Pipe: 8 0.0 12.8 10 6.00 150 1.3 5 113.0 10.6 13.2 7 1.000 T: 6.0 6.00 0.0 6 113.0 9.3 26.1 1.101 12.00 0.111 1.3
Pipe: 9 0.0 0.0 44.00 150 1.5 6 113.0 9.3 13.2 8 1.000 E: 2.5 2.50 0.0 7 113.0 7.8 13.2 1.101 46.50 0.032 1.5
Pipe: 10 0.0 0.2 9 13.00 150 0.6 7 113.0 7.8 13.2 100 1.000 T: 6.0 6.00 0.0 8 113.0 7.2 13.2 1.101 19.00 0.032 0.6
Pipe: 11 4.90 13.0 Disch 4.00 150 0.2 8 113.0 7.2 0.0 1.000 E: 2.5 2.50 0.0 100 113.0 7.0 13.0 1.101 6.50 0.031 0.2
Pipe: 12 0.0 0.0 13.00 150 0.0 8 113.0 7.2 0.2 9A 1.000 E: 2.5 2.50 0.0 9 113.0 7.2 0.2 1.101 15.50 0.000 0.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 13 0.0 13.1 101 4.00 150 0.0 9 113.0 7.2 -12.8 10 1.000 T: 6.0 6.00 0.0 9A 113.0 7.2 0.2 1.101 10.00 0.000 0.0
Pipe: 13A 4.90 13.1 Disch 4.00 150 0.1 9A 113.0 7.2 0.0 1.000 ---- 0.00 0.0 101 113.0 7.1 13.1 1.101 4.00 0.031 0.1
Pipe: 14 0.0 0.0 36.00 150 1.2 10 113.0 8.4 12.8 101 1.000 E: 2.5 2.50 0.0 9A 113.0 7.2 12.8 1.101 38.50 0.030 1.2
Pipe: 15 0.0 0.0 25.00 150 0.9 6 113.0 9.3 12.8 9A 1.000 T: 6.0 6.00 0.0 10 113.0 8.4 12.8 1.101 31.00 0.030 0.9
NOTES (HASS):
(1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 27071563 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 0.013 gpm and a maximum imbalance at any node of 0.193 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
are automatically transferred from the calculation report.
(5) Available pressure at source node SOURCE under full flow conditions is 59.56 psi with a flow of 43.47 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard.pip
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES PAGE: * MATERIAL: S40 HWC: 120Diameter 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 1.025 1.79 4.47 1.79 4.47 5.36 0.89 8.93 1.79 4.47 0.89 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00
PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
April 7, 2020
Nicholas Domnick Fire Protection
16224 Space Drive
Moreno Valley, CA 92551
Re: Residential Fire Sprinkler Plan Review – HUNT RESIDENCE
FSS2020-0051 / 52640 AVENIDA RAMIREZ, 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: 52640 AVENIDA RAMIREZ PERMIT#: FSS2020-0051 DATE
ISSUED: 4/7/2020
DESCRIPTION: RESIDENTIAL FIRE SPRINKLER SYSTEM CONTRACTOR: NICHOLAS DOMNICK 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.