FSS2023-0114ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT J C FIRE PROTECTION 81705 DE ORO AVENUE INDIO CA 92201 (760)625-5908 JCFIREPROTECTION@V
ERIZON.NET
CONTRACTOR J C FIRE PROTECTION 81705 DE ORO AVENUE INDIO CA 92201 (760)625-5908 JCFIREPROTECTION@V
ERIZON.NET
OWNER --LA QUINTa CA 92253 (760)625-5908
CONDITIONS
Description: GERTSMAN / FIRE SPRINKLERS / BRES2022-0409
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM
HOMES
Status: FINALED Applied: 3/8/2023 ECON
Parcel No: 773155002 Site Address: 51800 AVENIDA JUAREZ LA QUINTA,CA 92253 Approved: 4/12/2023 KHET
Subdivision: SANTA CARMELITA VALE LA QUINTA
UNIT 2
Block: 32 Lot: 23 Issued: 4/13/2023 ONLINE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 8/10/2023 LRO
Valuation: $6,000.00 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
FINANCIAL INFORMATION
Printed: Monday, August 14, 2023 4:05:48 PM 1 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2023-0114
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD HYRO LRO 4/21/2023 4/21/2023 APPROVED
OVERHEAD ROUGH
PIPING
LRO 4/21/2023 4/21/2023 APPROVED
FIRE FINAL**LRO 8/10/2023 8/10/2023 APPROVED
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE STATUS REMARKS NOTES
1ST FIRE - ETRAKIT
(2 WK)
KOHL
HETRICK 3/8/2023 3/22/2023 4/12/2023 APPROVED SEE ATTACHMENTS
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 4/13/23 WEB14888 850253412 CREDIT 996335 ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $250.00 $250.00 4/13/23 WEB14888 850253412 CREDIT 996335 ECON
Total Paid for FIRE FEES: $417.00 $417.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 4/13/23 WEB14888 850253412 CREDIT 996335 ECON
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $8.00 $8.00 4/13/23 WEB14888 850253412 CREDIT 996335 ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $8.00 $8.00
TOTALS:$436.00 $436.00
Printed: Monday, August 14, 2023 4:05:48 PM 2 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2023-0114
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 3/8/2023 Etrakit Contractor 1ST SUBMITTAL
BLAZEMASTER CPVC blazemaster.pdf 1
DOC 3/8/2023 Etrakit Contractor 1ST SUBMITTAL VK470 vk 470 Recessed 3.0
k.pdf 1
DOC 3/8/2023 Etrakit Contractor 1ST SUBMITTAL VK496 vk 496 3.0k Flat
Concealed.pdf 1
DOC 3/8/2023 Etrakit Contractor 1ST SUBMITTAL
STANDOFF HANGER fig28 copy 2.pdf 1
DOC 3/8/2023 Etrakit Contractor 1ST SUBMITTAL OFFSET
HANGER
pc-cpvc-double-offset
copy 2.pdf 1
DOC 3/8/2023 Etrakit Contractor 1ST SUBMITTAL
HYDRAULIC CALCS 1 AREA 1 1HD.pdf 1
DOC 3/8/2023 Etrakit Contractor 1ST SUBMITTAL
HYDRAULIC CALCS 2 AREA 2 2HD.pdf 1
DOC 3/8/2023 Etrakit Contractor
1ST SUBMITTAL
HYDRAULIC SPRINKLER
PLANS
Avenida Juarez
Residence Fire
Sprinklers.pdf
1
DOC 3/8/2023 Etrakit Contractor 1ST SUBMITTAL CVWD fee estimate calcs RCCE
-PZ 22- 13956.pdf 1
DOC 3/8/2023 Etrakit Contractor 1ST SUBMITTAL FIRE
APPLICATION
FIRE APPLICATION
SEPTEMBER 2019 FEE
UPDATE REVISED 3 .pdf
1
DOC 3/8/2023 Etrakit Contractor 1ST SUBMITTAL FLAME
GUARD
spears cpvc check valve
page.28 copy.pdf 1
DOC 4/12/2023 KOHL HETRICK
FSS2023-0114 -
APPROVED PLANS AND
CALCS.pdf
FSS2023-0114 -
APPROVED PLANS AND
CALCS.pdf
1
BOND INFORMATION
1ST PERMIT TECH –
ETRAKIT (1 DAY)
AARON
HICKSON 3/8/2023 3/9/2023 3/9/2023 COMPLETE
Printed: Monday, August 14, 2023 4:05:48 PM 3 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2023-0114
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 4/12/2023 KOHL HETRICK FSS2023-0114 - COA
AND JOB CARD.pdf
FSS2023-0114 - COA
AND JOB CARD.pdf 1
Printed: Monday, August 14, 2023 4:05:48 PM 4 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2023-0114
FSS2023-0114
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1DATE: 3/8/2023NIDA JUAREZ RESIDENCE - LA QUINTA - CA - JCP\AREA 1 1HD.SDFJOB TITLE: AREA 1 1HD (16x16)(15 GPM) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) M (N/A) 66.6 (N/A) 66.6 20.0 41.0 Available pressure is 25.6 psi (38%) greater than required pressure.
AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 15.0 GPM
NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM)
P1 10.0 K= 3.00 25.0 15.0P2 10.0 - - - - 26.6 - - -P3 10.0 - - - - 26.6 - - -1 10.5 - - - - 25.0 - - -2 10.5 - - - - 26.4 - - -3 10.5 - - - - 26.4 - - -A 10.5 - - - - 26.4 - - -A1 10.5 - - - - 26.4 - - -B 10.5 - - - - 26.0 - - -C 12.5 - - - - 25.8 - - -D 10.5 - - - - 27.0 - - -TOR 10.5 - - - - 28.7 - - -FS1 4.0 - - - - 31.9 - - -FS2 4.0 - - - - 34.9 - - -BOR 0.5 - - - - 37.1 - - -DOM 0.5 HOSE STREAM 37.9 5.0UG -3.0 - - - - 39.7 - - -M -3.0 SOURCE 41.0 20.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 3/8/2023NIDA JUAREZ RESIDENCE - LA QUINTA - CA - JCP\AREA 1 1HD.SDFJOB TITLE: AREA 1 1HD (16x16)(15 GPM) 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 -15.0 1.101 PL 0.50 PF 0.3P1 10.0 3.0 25.0 15.0 5.1 150 FTG T PE -0.21 10.5 0.0 25.0 0.0 0.040 TL 6.50 PV
Pipe: 2 0.0 1.101 PL 0.50 PF 0.0P2 10.0 0.0 26.6 0.0 0.0 150 FTG E PE -0.22 10.5 0.0 26.4 0.0 0.000 TL 7.50 PV
Pipe: 3 0.0 1.101 PL 0.50 PF 0.0P3 10.0 0.0 26.6 0.0 0.0 150 FTG E PE -0.23 10.5 0.0 26.4 0.0 0.000 TL 7.50 PV
Pipe: 6 -15.0 1.101 PL 10.25 PF 1.01 10.5 0.0 25.0 0.0 5.1 150 FTG ETR PE 0.0B 10.5 0.0 26.0 0.0 0.040 TL 24.95 PV
Pipe: 7 0.0 1.101 PL 2.50 PF 0.02 10.5 0.0 26.4 0.0 0.0 150 FTG T PE 0.0A 10.5 0.0 26.4 0.0 0.000 TL 8.50 PV
Pipe: 8 0.0 1.101 PL 5.50 PF 0.03 10.5 0.0 26.4 0.0 0.0 150 FTG T PE 0.0A 10.5 0.0 26.4 0.0 0.000 TL 11.50 PV
Pipe: 9 0.0 1.101 PL 8.00 PF 0.0A 10.5 0.0 26.4 0.0 0.0 150 FTG T PE 0.0A1 10.5 0.0 26.4 0.0 0.000 TL 14.00 PV
Pipe: 10 8.8 1.101 PL 18.50 PF 0.3A1 10.5 0.0 26.4 0.0 3.0 150 FTG 2R PE 0.0B 10.5 0.0 26.0 0.0 0.015 TL 21.90 PV
Pipe: 12 -6.2 1.101 PL 42.75 PF 0.6B 10.5 0.0 26.0 0.0 2.1 150 FTG 2E2T4R PE -0.9C 12.5 0.0 25.8 0.0 0.008 TL 75.55 PV
Pipe: 13 -6.2 1.101 PL 27.00 PF 0.4C 12.5 0.0 25.8 0.0 2.1 150 FTG 2ET3R PE 0.9D 10.5 0.0 27.0 0.0 0.008 TL 52.10 PV
Pipe: 14 -8.8 1.101 PL 34.25 PF 0.7A1 10.5 0.0 26.4 0.0 3.0 150 FTG 6R PE 0.0D 10.5 0.0 27.0 0.0 0.015 TL 44.45 PV
Pipe: 20 -15.0 1.101 PL 26.50 PF 1.7D 10.5 0.0 27.0 0.0 5.1 150 FTG ET2R PE 0.0TOR 10.5 0.0 28.7 0.0 0.040 TL 42.90 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 3/8/2023NIDA JUAREZ RESIDENCE - LA QUINTA - CA - JCP\AREA 1 1HD.SDFJOB TITLE: AREA 1 1HD (16x16)(15 GPM) 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: 21 -15.0 1.101 PL 6.50 PF 0.3TOR 10.5 0.0 28.7 0.0 5.1 150 FTG R PE 2.8FS1 4.0 0.0 31.9 0.0 0.040 TL 8.20 PV
Pipe: 22 FIXED PRESSURE LOSS DEVICEFS2 4.0 0.0 34.9 0.0 3.0 psi, 15.0 gpmFS1 4.0 0.0 31.9 0.0
Pipe: 23 -15.0 1.101 PL 3.50 PF 0.7FS2 4.0 0.0 34.9 0.0 5.1 150 FTG EC PE 1.5BOR 0.5 0.0 37.1 0.0 0.040 TL 18.50 PV
Pipe: 24 -15.0 1.055 PL 2.00 PF 0.8BOR 0.5 0.0 37.1 0.0 5.5 150 FTG 2ET PE 0.0DOM 0.5 H.S. 37.9 5.0 0.049 TL 16.00 PV
Pipe: 25 -20.0 1.291 PL 3.50 PF 0.2DOM 0.5 H.S. 37.9 5.0 4.9 150 FTG EG PE 1.5UG -3.0 0.0 39.7 0.0 0.031 TL 7.50 PV
Pipe: 26 -20.0 1.278 PL 34.00 PF 1.3UG -3.0 0.0 39.7 0.0 5.0 150 FTG 2E PE 0.0M -3.0 SRCE 41.0 (N/A) 0.033 TL 40.24 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 2023 D computer program in accordance with (2020) under license no. 64622225 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760
(2) The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.117 gpm.
(3) Total pressure at each node is used in balancing the system. Maximum water velocity is 5.5 ft/sec at pipe 24.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 3/8/2023NIDA JUAREZ RESIDENCE - LA QUINTA - CA - JCP\AREA 1 1HD.SDFJOB TITLE: AREA 1 1HD (16x16)(15 GPM)
(5) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard
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 7.00 6.00 1.70 1.00 8.00 0.40
PAGE: M MATERIAL: CT-M HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.055 3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00 1.291 3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00
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 1.278 2.06 4.13 1.38 4.82 4.13 0.69 6.88 6.88 4.13 1.03
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 3/8/2023NIDA JUAREZ RESIDENCE - LA QUINTA - CA - JCP\AREA 1 1HD.SDFJOB TITLE: AREA 1 1HD (16x16)(15 GPM) WATER SUPPLY ANALYSIS
Fixed Source Pressure: 66.60 psi
-14.7
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
600 900 1200 1500 1800 2100 2400 2700 3000
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
66.60 psi @ 20.0 gpm
2 Required pressure
41.00 psi @ 20.0 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 3/8/2023NIDA JUAREZ RESIDENCE - LA QUINTA - CA - JCP\AREA 1 1HD.SDFJOB TITLE: AREA 1 1HD (16x16)(15 GPM) WATER SUPPLY CURVE 72+ | | | 660\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ | | | 60+ | | | 54+ | | | P 48+ R | E | S | S 42+ U X R | E | 36+ ( | P | S | I 30+ ) | | | 24+ | | | 18+ | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 41.00 psi @ 20.0 gpm " 6+ " | 0 = Available Water Supply " | 66.60 psi @ 20.0 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1DATE: 3/8/2023NIDA JUAREZ RESIDENCE - LA QUINTA - CA - JCP\AREA 2 2HD.SDFJOB TITLE: AREA 2 2HD (12x12)(8 GPM) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) M (N/A) 66.6 (N/A) 66.6 21.0 23.3 Available pressure is 43.3 psi (65%) greater than required pressure.
AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 21.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 16.0 GPM
NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM)
P1 10.0 - - - - 8.1 - - -P2 10.0 K= 3.00 7.1 8.0P3 10.0 K= 3.00 7.1 8.01 10.5 - - - - 7.9 - - -2 10.5 - - - - 7.0 - - -3 10.5 - - - - 7.0 - - -A 10.5 - - - - 7.1 - - -A1 10.5 - - - - 7.8 - - -B 10.5 - - - - 7.9 - - -C 12.5 - - - - 7.5 - - -D 10.5 - - - - 8.7 - - -TOR 10.5 - - - - 10.6 - - -FS1 4.0 - - - - 13.8 - - -FS2 4.0 - - - - 16.8 - - -BOR 0.5 - - - - 19.2 - - -DOM 0.5 HOSE STREAM 20.1 5.0UG -3.0 - - - - 21.8 - - -M -3.0 SOURCE 23.3 21.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 3/8/2023NIDA JUAREZ RESIDENCE - LA QUINTA - CA - JCP\AREA 2 2HD.SDFJOB TITLE: AREA 2 2HD (12x12)(8 GPM) 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 0.0 1.101 PL 0.50 PF 0.0P1 10.0 0.0 8.1 0.0 0.0 150 FTG T PE -0.21 10.5 0.0 7.9 0.0 0.000 TL 6.50 PV
Pipe: 2 -8.0 1.101 PL 0.50 PF 0.1P2 10.0 3.0 7.1 8.0 2.7 150 FTG E PE -0.22 10.5 0.0 7.0 0.0 0.013 TL 7.50 PV
Pipe: 3 -8.0 1.101 PL 0.50 PF 0.1P3 10.0 3.0 7.1 8.0 2.7 150 FTG E PE -0.23 10.5 0.0 7.0 0.0 0.012 TL 7.50 PV
Pipe: 6 0.0 1.101 PL 10.25 PF 0.01 10.5 0.0 7.9 0.0 0.0 150 FTG ETR PE 0.0B 10.5 0.0 7.9 0.0 0.000 TL 24.95 PV
Pipe: 7 -8.0 1.101 PL 2.50 PF 0.12 10.5 0.0 7.0 0.0 2.7 150 FTG T PE 0.0A 10.5 0.0 7.1 0.0 0.013 TL 8.50 PV
Pipe: 8 -8.0 1.101 PL 5.50 PF 0.13 10.5 0.0 7.0 0.0 2.7 150 FTG T PE 0.0A 10.5 0.0 7.1 0.0 0.012 TL 11.50 PV
Pipe: 9 -16.0 1.101 PL 8.00 PF 0.6A 10.5 0.0 7.1 0.0 5.4 150 FTG T PE 0.0A1 10.5 0.0 7.8 0.0 0.045 TL 14.00 PV
Pipe: 10 -5.5 1.101 PL 18.50 PF 0.1A1 10.5 0.0 7.8 0.0 1.8 150 FTG 2R PE 0.0B 10.5 0.0 7.9 0.0 0.006 TL 21.90 PV
Pipe: 12 -5.5 1.101 PL 42.75 PF 0.5B 10.5 0.0 7.9 0.0 1.8 150 FTG 2E2T4R PE -0.9C 12.5 0.0 7.5 0.0 0.006 TL 75.55 PV
Pipe: 13 -5.5 1.101 PL 27.00 PF 0.3C 12.5 0.0 7.5 0.0 1.8 150 FTG 2ET3R PE 0.9D 10.5 0.0 8.7 0.0 0.006 TL 52.10 PV
Pipe: 14 -10.5 1.101 PL 34.25 PF 0.9A1 10.5 0.0 7.8 0.0 3.6 150 FTG 6R PE 0.0D 10.5 0.0 8.7 0.0 0.021 TL 44.45 PV
Pipe: 20 -16.0 1.101 PL 26.50 PF 1.9D 10.5 0.0 8.7 0.0 5.4 150 FTG ET2R PE 0.0TOR 10.5 0.0 10.6 0.0 0.045 TL 42.90 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 3/8/2023NIDA JUAREZ RESIDENCE - LA QUINTA - CA - JCP\AREA 2 2HD.SDFJOB TITLE: AREA 2 2HD (12x12)(8 GPM) 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: 21 -16.0 1.101 PL 6.50 PF 0.4TOR 10.5 0.0 10.6 0.0 5.4 150 FTG R PE 2.8FS1 4.0 0.0 13.8 0.0 0.045 TL 8.20 PV
Pipe: 22 FIXED PRESSURE LOSS DEVICEFS2 4.0 0.0 16.8 0.0 3.0 psi, 16.0 gpmFS1 4.0 0.0 13.8 0.0
Pipe: 23 -16.0 1.101 PL 3.50 PF 0.8FS2 4.0 0.0 16.8 0.0 5.4 150 FTG EC PE 1.5BOR 0.5 0.0 19.2 0.0 0.045 TL 18.50 PV
Pipe: 24 -16.0 1.055 PL 2.00 PF 0.9BOR 0.5 0.0 19.2 0.0 5.9 150 FTG 2ET PE 0.0DOM 0.5 H.S. 20.1 5.0 0.056 TL 16.00 PV
Pipe: 25 -21.0 1.291 PL 3.50 PF 0.3DOM 0.5 H.S. 20.1 5.0 5.2 150 FTG EG PE 1.5UG -3.0 0.0 21.8 0.0 0.034 TL 7.50 PV
Pipe: 26 -21.0 1.278 PL 34.00 PF 1.4UG -3.0 0.0 21.8 0.0 5.2 150 FTG 2E PE 0.0M -3.0 SRCE 23.3 (N/A) 0.036 TL 40.24 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 2023 D computer program in accordance with (2020) under license no. 64622225 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 0.009 gpm and a maximum imbalance at any node of 0.153 gpm.
(3) Total pressure at each node is used in balancing the system. Maximum water velocity is 5.9 ft/sec at pipe 24.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 3/8/2023NIDA JUAREZ RESIDENCE - LA QUINTA - CA - JCP\AREA 2 2HD.SDFJOB TITLE: AREA 2 2HD (12x12)(8 GPM)
(5) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard
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 7.00 6.00 1.70 1.00 8.00 0.40
PAGE: M MATERIAL: CT-M HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.055 3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00 1.291 3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00
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 1.278 2.06 4.13 1.38 4.82 4.13 0.69 6.88 6.88 4.13 1.03
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 3/8/2023NIDA JUAREZ RESIDENCE - LA QUINTA - CA - JCP\AREA 2 2HD.SDFJOB TITLE: AREA 2 2HD (12x12)(8 GPM) WATER SUPPLY ANALYSIS
Fixed Source Pressure: 66.60 psi
-14.7
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
600 900 1200 1500 1800 2100 2400 2700 3000
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
66.60 psi @ 21.0 gpm
2 Required pressure
23.27 psi @ 21.0 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 3/8/2023NIDA JUAREZ RESIDENCE - LA QUINTA - CA - JCP\AREA 2 2HD.SDFJOB TITLE: AREA 2 2HD (12x12)(8 GPM) WATER SUPPLY CURVE 72+ | | | 660\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ | | | 60+ | | | 54+ | | | P 48+ R | E | S | S 42+ U | R | E | 36+ ( | P | S | I 30+ ) | | | 24X | | | 18+ | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 23.27 psi @ 21.0 gpm " 6+ " | 0 = Available Water Supply " | 66.60 psi @ 21.0 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM)
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
April 12, 2023
J C Fire Protection
81705 De Oro Avenue
Indio, CA 92201
Re: Residential Fire Sprinkler Plan Review – GERTSMAN – LOT 23
FSS2023-0114 / 51800 AVENIDA JUAREZ, 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: 51800 AVENIDA JUAREZ PERMIT#: FSS2023-0114 DATE
ISSUED: 4/12/2023
DESCRIPTION: GERTSMAN – LOT 23 CONTRACTOR: J C 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.