FSS2022-0208ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT SHASTA FIRE PROTECTION INC 72120 NORTHSHORE ST
#C
THOUSAND
PALMS
CA 92276 (760)404-1350 jpaulus@shastafire.co
m
CONTRACTOR SHASTA FIRE PROTECTION INC 72120 NORTHSHORE ST
#C
THOUSAND
PALMS
CA 92276 (760)404-1350 jpaulus@shastafire.co
m
OWNER DOYLE HENDERSON 77734 COUNTRY CLUB
DR STE K
PALM DESERT CA 92203 (760)404-1350
CONDITIONS
Description: DESIGN & INSTALL AN AUTO FIRE SPKR SYSTEM IN NEW RESIDENCE
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM
HOMES
Status: APPROVED Applied: 6/2/2022 ECON
Parcel No: 774062017 Site Address: 53085 AVENIDA MENDOZA LA QUINTA,CA 92253 Approved: 7/8/2022 KHET
Subdivision: SANTA CARMELITA VALE LA QUINTA
UNIT 20
Block: 207 Lot: 5 Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled:
Valuation: $5,000.00 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
FINANCIAL INFORMATION
Printed: Thursday, April 13, 2023 2:12:33 PM 1 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0208
BOND INFORMATION
INSPECTIONS
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST FIRE - ETRAKIT
(2 WK)
KOHL
HETRICK
6/2/2022 6/16/2022 7/8/2022 APPROVED SEE ATTACHMENTS
1ST PERMIT TECH –
ETRAKIT (1 DAY)
PERMIT TECH
BUCKET
6/2/2022 6/3/2022 6/3/2022 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 7/8/22 WEB12453 CREDIT 476633 JLIM
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $250.00 $250.00 7/8/22 WEB12453 CREDIT 476633 JLIM
Total Paid for FIRE FEES: $417.00 $417.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 7/8/22 WEB12453 CREDIT 476633 JLIM
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 7/8/22 WEB12453 CREDIT 476633 JLIM
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$433.00 $433.00
Printed: Thursday, April 13, 2023 2:12:33 PM 2 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0208
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 6/2/2022 Etrakit Contractor 1ST SUBMITTAL - PLAN
SET
22-018 FIRE DEPT
SUBMITTAL 6-2-22.pdf 1
DOC 6/2/2022 Etrakit Contractor 1ST SUBMITTAL -
SINGLE HEAD HYD CALC
22-018 RESIDENTIAL
SINGLE HD HYD
CALC.pdf
1
DOC 6/2/2022 Etrakit Contractor 1ST SUBMITTAL - TWO
HEAD HYD CALC
22-018 RESIDENTIAL
TWO HD HYD CALC.pdf 1
DOC 6/2/2022 Etrakit Contractor 1ST SUBMITTAL - RCCE
FORM FROM CVWD RCCE FORM.pdf 1
DOC 6/2/2022 Etrakit Contractor 1ST SUBMITTAL - CUT
SHEETS
VIKING FREEDOM RES
CONC SSP VK494.pdf 1
DOC 6/2/2022 Etrakit Contractor 1ST SUBMITTAL - CUT
SHEETS
VIKING QR MIRAGE
CONC SSP VK465.pdf 1
DOC 6/2/2022 Etrakit Contractor 1ST SUBMITTAL -
APPLICATION
LA QUINTA
RESIDENTIAL PLAN
REVIEW APP.pdf
1
DOC 7/8/2022 KOHL HETRICK
FSS2022-0208 -
APPROVED PLANS AND
CALCS.pdf
FSS2022-0208 -
APPROVED PLANS AND
CALCS.pdf
1
DOC 7/8/2022 KOHL HETRICK FSS2022-0208 - COA
AND JOB CARD.pdf
FSS2022-0208 - COA
AND JOB CARD.pdf 1
Printed: Thursday, April 13, 2023 2:12:33 PM 3 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0208
APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST07/08/2022 9:34:10 AMThe approval of plans and specifications does notpermit the violation, deletion, omission or faultyinstallation of any requirements of Title 24 or anyLocal Ordinances. Construction shall remainaccessible and exposed for inspection purposesuntil approved by the Fire Department.PERMIT # -FSS2022-0208Kohl HetrickReason: I am approving this documentContact Info: 760-409-5109
SHASTA FIRE PROTECTION, IN C.
72120 NORTHSHORE STREET STE . C
THOUSAND PALMS,CA 92276
HYDRAULIC CALCULATION FOR :
URBAN WORKX RESIDENCE
53-085 AVENIDA MENDOZA LA QUINTA, CALIFORNIA
DRAWING NUMBER: 1of1 DATE: 4-26-22
-DESIGN DATA-
REMOTE AREA LOCATION: MASTER BEDROOM
OCCUPANCY CLASSIFICATION: RESIDENTIAL
DENSITY: 0.05 gpm/sq. ft.
AREA OF APPLICATION: TWO HEAD HYD. CALC.
COVERAGE PER SPRINKLER: 256 sq. ft.
TYPE OF SPRINKLERS CALCULATED: RESIDENTIAL "SSP" K =4.9
NUMBER OF SPRINKLERS CALCULATED: 2
DOMESTIC DEMAND: 5 gpm
TOTAL SPKR DEMAND INCLUDING DOMESTIC DEMAND @ SOUR CE: 31.2 gpm @ 27.5 psi
NOTE: SOURCE NODE IS AT DISCHARGE SIDE OF PROPOSED WATER METER
SPRINKLER DEMAND AT BASE OF RISER (HYD NODE #5): 2 6.2 gpm @ 22.1 psi
NOTE: HYD NODE #5 IS AT DOMESTIC WATER SUPPLY INTE RSECTION TO FIRE SYSTEM
TYPE OF SYSTEM: WET
WATER SUPPLY
Source: CVWD
STATIC PRESSURE ANALYSIS Date: 4-21-2022
Static: 106.0 psi
INSTALLING CONTRACTOR
Name: SHASTA FIRE PROTECTION,INC.
Address: 72120 NORTHSHORE STREET (STE. C) THOUS AND PALMS, CA. 92276
Phone:(760) 404-1350 CALIF. STATE LIC NO. 47 6633
NAME OF DESIGNER: JOHN PAULUS
AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA F IRE PREVENTION
NOTES:
Calculations performed by HASS under license # 16090901,
granted by HRS SYSTEMS, INC.
SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 2
DATE: 4/26/2022 HYD CALC FOLDER\2-018 URBAN WORKX RESIDENCE 4-26-22.SDF
JOB TITLE: URBAN WORKX RESIDENCE HYD CALC 22-018 4-26-22
WATER SUPPLY ANALYSIS
Static: 106.00 psi Resid: 90.00 psi Flow: 100.0 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
104.15 psi @ 31.2 gpm
2 Required pressure
27.52 psi @ 31.2 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 3
DATE: 4/26/2022 HYD CALC FOLDER\2-018 URBAN WORKX RESIDENCE 4-26-22.SDF
JOB TITLE: URBAN WORKX RESIDENCE HYD CALC 22-018 4-26-22
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. T OTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ D EMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOURCE 106.0 90.0 100.0 104.1 31.2 27.5
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 31.2 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 5.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE D ISCHARGE NOTES
(FT) (PSI) (GPM)
2 0.0 - - - - 25.6 - - -
3 0.0 - - - - 23.5 - - -
4 0.5 - - - - 22.9 - - -
5 2.0 HOSE STREAM 22.1 5.0
6 10.5 - - - - 17.0 - - -
7 10.5 - - - - 16.8 - - -
8 10.5 - - - - 13.3 - - -
9 10.5 - - - - 7.5 - - -
10 10.5 - - - - 13.3 - - -
11 10.5 - - - - 13.3 - - -
101 10.0 K= 4.90 7.3 13.2
102 10.0 K= 4.90 7.0 13.0
103 10.0 - - - - 13.5 - - -
SOURCE 0.0 SOURCE 27.5 31.2
SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 4
DATE: 4/26/2022 HYD CALC FOLDER\2-018 URBAN WORKX RESIDENCE 4-26-22.SDF
JOB TITLE: URBAN WORKX RESIDENCE HYD CALC 22-018 4-26-22
NFPA5 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) Notes
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 Source 0.0 2.50 120 1.9
SOURCE 0.0 27.5 31.2 3 1.000 C : 5.3 5.56 -0.0
2 0.0 25.6 31.2 1.101 G : 0.3 8.06 0.234 1.9
Pipe: 2 0.0 0.0 25.00 150 2.1
2 0.0 25.6 31.2 4 F1.250 2E :16.0 18.00 -0.0
3 0.0 23.5 31.2 1.394 2K : 2.0 43.00 0.049 2.1
Pipe: 3 0.0 0.0 2.00 150 0.6
3 0.0 23.5 31.2 5 L1.250 E : 3.0 3.00 0.2
4 0.5 22.9 31.2 1.265 5.00 0.079 0.4
Pipe: 4 H.S. 5.0 Disch 1.50 120 0.8
4 0.5 22.9 26.2 6 O1.250 G : 1.2 1.17 0.6
5 2.0 22.1 31.2 1.425 2.67 0.067 0.2
Pipe: 5 0.0 0.0 E: 3.5 9.50 120 5.0
5 2.0 22.1 26.2 7 O1.250 T : 7.0 18.70 3.7
6 10.5 17.0 26.2 1.425 C : 8.2 28.20 0.048 1.4
Pipe: 6 0.0 0.0 1.50 120 0.2
6 10.5 17.0 26.2 8 O1.250 E : 3.5 3.51 -0.0
7 10.5 16.8 26.2 1.425 5.01 0.048 0.2
Pipe: 7 0.0 0.0 22.67 150 3.5
7 10.5 16.8 26.2 9 F1.000 E : 7.0 8.70 -0.0
8 10.5 13.3 26.2 1.101 R : 1.7 31.37 0.112 3.5
Pipe: 8 0.0 13.0 102 40.50 150 5.8
8 10.5 13.3 13.2 101 F1.000 T : 6.0 11.10 -0.0
9 10.5 7.5 26.2 1.101 3R : 5.1 51.60 0.112 5.8
Pipe: 9 4.90 13.2 Disch 1.08 150 0.2
9 10.5 7.5 0.0 F1.000 E : 7.0 13.00 -0.2
101 10.0 7.3 13.2 1.101 T : 6.0 14.08 0.032 0.4
Pipe: 10 4.90 13.0 Disch 8.92 150 0.5
9 10.5 7.5 0.0 F1.000 E : 7.0 13.00 -0.2
102 10.0 7.0 13.0 1.101 T : 6.0 21.92 0.031 0.7
Pipe: 11 0.0 0.0 27.25 150 0.0
10 10.5 13.3 0.0 F1.000 4R : 6.8 6.80 -0.0
8 10.5 13.3 0.0 1.101 34.05 0.000 0.0
Pipe: 12 0.0 0.0 30.33 150 -0.0
11 10.5 13.3 0.0 F1.000 E : 7.0 12.10 -0.0
10 10.5 13.3 0.0 1.101 3R : 5.1 42.43 0.000 0.0
Pipe: 13 0.0 0.0 1.25 150 0.2
103 10.0 13.5 0.0 F1.000 E : 7.0 13.00 0.2
11 10.5 13.3 0.0 1.101 T : 6.0 14.25 0.000 0.0
SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 5
DATE: 4/26/2022 HYD CALC FOLDER\2-018 URBAN WORKX RESIDENCE 4-26-22.SDF
JOB TITLE: URBAN WORKX RESIDENCE HYD CALC 22-018 4-26-22
NOTES (HASS):
(1) Calculations were performed by the HASS 2021 D computer program
in accordance with NFPA13 (2020)
under license no. 64617362 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2) The system has been calculated to provide an a verage
imbalance at each node of 0.008 gpm and a maxi mum
imbalance at any node of 0.106 gpm.
(3) Total pressure at each node is used in balanci ng the system.
Maximum water velocity is 10.5 ft/sec at pipe 1.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculat ion report.
(5) Available pressure at source node SOURCE under full flow conditions is
99.58 psi with a flow of 61.04 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard
PAGE: F MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Fee t
(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 8.0 0 0.40
1.394 1.80 8.00 7.30 2.30 1.00 11.0 0 0.80
PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150
Diameter Equivalent Fitting Lengths in Fee t
(in) F E T R K C G
F45 Ell Tee RunT Kplg ChkVlv Gate
1.101 1.00 5.00 5.00 1.00 1.00 8.0 0 0.40
PAGE: L MATERIAL: CT-L HWC: 150
Diameter Equivalent Fitting Lengths in Fee t
(in) E T F R K C G N
Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee
1.265 3.00 6.00 1.00 2.00 0.50 7.0 0 0.00 6.00
SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 6
DATE: 4/26/2022 HYD CALC FOLDER\2-018 URBAN WORKX RESIDENCE 4-26-22.SDF
JOB TITLE: URBAN WORKX RESIDENCE HYD CALC 22-018 4-26-22
PAGE: O MATERIAL: Eddythread 40 HWC: 120
Diameter Equivalent Fitting Lengths in Fee t
(in) E T L C B G A D N
Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee
1.425 3.51 7.01 2.34 8.18 7.01 1.1 7 11.69 11.69 7.01
SHASTA FIRE PROTECTION, IN C.
72120 NORTHSHORE STREET STE . C
THOUSAND PALMS,CA 92276
HYDRAULIC CALCULATION FOR :
URBAN WORKX RESIDENCE
53-085 AVENIDA MENDOZA LA QUINTA, CALIFORNIA
DRAWING NUMBER: 1of1 DATE: 4-26-22
-DESIGN DATA-
REMOTE AREA LOCATION: BEDROOM
OCCUPANCY CLASSIFICATION: RESIDENTIAL
DENSITY: 0.05 gpm/sq. ft.
AREA OF APPLICATION: ONE HEAD HYD. CALC.
COVERAGE PER SPRINKLER: 324 sq. ft.
TYPE OF SPRINKLERS CALCULATED: RESIDENTIAL "SSP" K =4.9
NUMBER OF SPRINKLERS CALCULATED: 1
DOMESTIC DEMAND: 5 gpm
TOTAL SPKR DEMAND INCLUDING DOMESTIC DEMAND @ SOUR CE: 22.0 gpm @ 25.6 psi
NOTE: SOURCE NODE IS AT DISCHARGE SIDE OF PROPOSED WATER METER
SPRINKLER DEMAND AT BASE OF RISER (HYD NODE #5): 1 7.0 gpm @ 22.4 psi
NOTE: HYD NODE #5 IS AT DOMESTIC WATER SUPPLY INTE RSECTION TO FIRE SYSTEM
TYPE OF SYSTEM: WET
WATER SUPPLY
Source: CVWD
STATIC PRESSURE ANALYSIS Date: 4-21-2022
Static: 106.0 psi
INSTALLING CONTRACTOR
Name: SHASTA FIRE PROTECTION,INC.
Address: 72120 NORTHSHORE STREET (STE. C) THOUS AND PALMS, CA. 92276
Phone:(760) 404-1350 CALIF. STATE LIC NO. 47 6633
NAME OF DESIGNER: JOHN PAULUS
AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA F IRE PREVENTION
NOTES:
Calculations performed by HASS under license # 16090901,
granted by HRS SYSTEMS, INC.
SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 2
DATE: 4/26/2022 HYD CALC FOLDER\2-018 URBAN WORKX RESIDENCE 4-26-22.SDF
JOB TITLE: URBAN WORKX RESIDENCE HYD CALC 22-018 4-26-22
WATER SUPPLY ANALYSIS
Static: 106.00 psi Resid: 90.00 psi Flow: 100.0 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
105.03 psi @ 22.0 gpm
2 Required pressure
25.63 psi @ 22.0 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 3
DATE: 4/26/2022 HYD CALC FOLDER\2-018 URBAN WORKX RESIDENCE 4-26-22.SDF
JOB TITLE: URBAN WORKX RESIDENCE HYD CALC 22-018 4-26-22
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. T OTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ D EMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOURCE 106.0 90.0 100.0 105.0 22.0 25.6
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 22.0 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 5.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 17.0 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE D ISCHARGE NOTES
(FT) (PSI) (GPM)
2 0.0 - - - - 24.6 - - -
3 0.0 - - - - 23.5 - - -
4 0.5 - - - - 23.1 - - -
5 2.0 HOSE STREAM 22.4 5.0
6 10.5 - - - - 18.1 - - -
7 10.5 - - - - 18.0 - - -
8 10.5 - - - - 16.4 - - -
9 10.5 - - - - 16.4 - - -
10 10.5 - - - - 14.7 - - -
11 10.5 - - - - 12.5 - - -
101 10.0 - - - - 16.6 - - -
102 10.0 - - - - 16.6 - - -
103 10.0 K= 4.90 12.0 17.0
SOURCE 0.0 SOURCE 25.6 22.0
SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 4
DATE: 4/26/2022 HYD CALC FOLDER\2-018 URBAN WORKX RESIDENCE 4-26-22.SDF
JOB TITLE: URBAN WORKX RESIDENCE HYD CALC 22-018 4-26-22
NFPA5 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) Notes
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 Source 0.0 2.50 120 1.0
SOURCE 0.0 25.6 22.0 3 1.000 C : 5.3 5.56 -0.0
2 0.0 24.6 22.0 1.101 G : 0.3 8.06 0.122 1.0
Pipe: 2 0.0 0.0 25.00 150 1.1
2 0.0 24.6 22.0 4 F1.250 2E :16.0 18.00 -0.0
3 0.0 23.5 22.0 1.394 2K : 2.0 43.00 0.026 1.1
Pipe: 3 0.0 0.0 2.00 150 0.4
3 0.0 23.5 22.0 5 L1.250 E : 3.0 3.00 0.2
4 0.5 23.1 22.0 1.265 5.00 0.041 0.2
Pipe: 4 H.S. 5.0 Disch 1.50 120 0.7
4 0.5 23.1 17.0 6 O1.250 G : 1.2 1.17 0.6
5 2.0 22.4 22.0 1.425 2.67 0.035 0.1
Pipe: 5 0.0 0.0 E: 3.5 9.50 120 4.3
5 2.0 22.4 17.0 7 O1.250 T : 7.0 18.70 3.7
6 10.5 18.1 17.0 1.425 C : 8.2 28.20 0.022 0.6
Pipe: 6 0.0 0.0 1.50 120 0.1
6 10.5 18.1 17.0 8 O1.250 E : 3.5 3.51 -0.0
7 10.5 18.0 17.0 1.425 5.01 0.022 0.1
Pipe: 7 0.0 17.0 10 22.67 150 1.6
7 10.5 18.0 0.0 9 F1.000 E : 7.0 8.70 -0.0
8 10.5 16.4 17.0 1.101 R : 1.7 31.37 0.050 1.6
Pipe: 7A 0.0 0.0 40.50 150 0.0
8 10.5 16.4 0.0 F1.000 T : 6.0 11.10 -0.0
9 10.5 16.4 0.0 1.101 3R : 5.1 51.60 0.000 0.0
Pipe: 8 0.0 0.0 1.08 150 0.2
101 10.0 16.6 0.0 F1.000 E : 7.0 13.00 0.2
9 10.5 16.4 0.0 1.101 T : 6.0 14.08 0.000 0.0
Pipe: 9 0.0 0.0 8.92 150 0.2
102 10.0 16.6 0.0 F1.000 E : 7.0 13.00 0.2
9 10.5 16.4 0.0 1.101 T : 6.0 21.92 0.000 0.0
Pipe: 10 0.0 0.0 27.25 150 1.7
8 10.5 16.4 17.0 11 F1.000 4R : 6.8 6.80 -0.0
10 10.5 14.7 17.0 1.101 34.05 0.050 1.7
Pipe: 11 0.0 0.0 30.33 150 2.1
10 10.5 14.7 17.0 103 F1.000 E : 7.0 12.10 -0.0
11 10.5 12.5 17.0 1.101 3R : 5.1 42.43 0.050 2.1
Pipe: 12 4.90 17.0 Disch 1.25 150 0.5
11 10.5 12.5 0.0 F1.000 E : 7.0 13.00 -0.2
103 10.0 12.0 17.0 1.101 T : 6.0 14.25 0.050 0.7
SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 5
DATE: 4/26/2022 HYD CALC FOLDER\2-018 URBAN WORKX RESIDENCE 4-26-22.SDF
JOB TITLE: URBAN WORKX RESIDENCE HYD CALC 22-018 4-26-22
NOTES (HASS):
(1) Calculations were performed by the HASS 2021 D computer program
in accordance with NFPA13 (2020)
under license no. 64617362 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2) The system has been calculated to provide an a verage
imbalance at each node of 0.011 gpm and a maxi mum
imbalance at any node of 0.146 gpm.
(3) Total pressure at each node is used in balanci ng the system.
Maximum water velocity is 7.4 ft/sec at pipe 1 .
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculat ion report.
(5) Available pressure at source node SOURCE under full flow conditions is
102.66 psi with a flow of 42.91 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard
PAGE: F MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Fee t
(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 8.0 0 0.40
1.394 1.80 8.00 7.30 2.30 1.00 11.0 0 0.80
PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150
Diameter Equivalent Fitting Lengths in Fee t
(in) F E T R K C G
F45 Ell Tee RunT Kplg ChkVlv Gate
1.101 1.00 5.00 5.00 1.00 1.00 8.0 0 0.40
PAGE: L MATERIAL: CT-L HWC: 150
Diameter Equivalent Fitting Lengths in Fee t
(in) E T F R K C G N
Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee
1.265 3.00 6.00 1.00 2.00 0.50 7.0 0 0.00 6.00
SPRINKLER SYSTEM HYDRAULIC ANAL YSIS Page 6
DATE: 4/26/2022 HYD CALC FOLDER\2-018 URBAN WORKX RESIDENCE 4-26-22.SDF
JOB TITLE: URBAN WORKX RESIDENCE HYD CALC 22-018 4-26-22
PAGE: O MATERIAL: Eddythread 40 HWC: 120
Diameter Equivalent Fitting Lengths in Fee t
(in) E T L C B G A D N
Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee
1.425 3.51 7.01 2.34 8.18 7.01 1.1 7 11.69 11.69 7.01
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
July 8, 2022
Shasta Fire Protection
72120 Northshore Street #C
Thousand Palms, CA 92276
Re: Residential Fire Sprinkler Plan Review – AVENIDA MENDOZA RES.
FSS2022-0208 / 53085 AVENIDA MENDOZA, 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: 53085 AVENIDA MENDOZA PERMIT#: FSS2022-0208 DATE
ISSUED: 7/8/2022
DESCRIPTION: MENDOZA RESIDENCE CONTRACTOR: SHASTA 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.