FSS2022-0248ADDITIONAL SITES
CHRONOLOGY
CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES
E-MAIL AARON HICKSON 6/23/2022 6/23/2022 REQUESTED DOCUMENTS FOR REVIEW
E-MAIL AARON HICKSON 6/24/2022 6/24/2022 SENT APPLICANT INSTRUCTIONS TO ATTACH DOCUMENTS
E-MAIL AARON HICKSON 7/5/2022 7/5/2022
Regarding your phone call. FSS2022-0248 at 77760 Calle
Colima does not have any attachments. FSS2022-0249 at
53465 Avenida Martinez has attachments but has the fire
sprinkler plan for Calle Colima. So the reviews have not been
added Since they are both incomplete. Please review your
attachments for FSS2022-0248 and upload any missing items.
And I can delete the incorrect documents.
CONDITIONS
Description: IACONO / FIRE SPRINKLERS / BRES2022-0156
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM
HOMES
Status: ISSUED Applied: 6/23/2022 ECON
Parcel No: 774091024 Site Address: 77760 CALLE COLIMA LA QUINTA,CA 92253 Approved: 11/28/2022 RWI
Subdivision: SANTA CARMELITA VALE LA QUINTA
UNIT 20
Block: 211 Lot: 12 Issued: ONLINE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled:
Valuation: $5,000.00 Occupancy Type: Construction Type: Expired: 4/29/2023 KHET
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
Printed: Thursday, April 13, 2023 3:29:32 PM 1 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0248
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT HAYNES FIRE SYSTEMS P O BOX 265 NUEVO CA 92567 (951)312-2323 jerrypaulhaynes@aol.c
om
CONTRACTOR HAYNES FIRE SYSTEMS P O BOX 265 NUEVO CA 92567 (951)312-2323 jerrypaulhaynes@aol.c
om
OWNER IACONO JOHN G & NICOLE C FAMILY
TRUST
1971 REDONDELA DR RANCHO PALOS
VERDES
CA 90275 (951)312-2323 Nicole5790@att.net
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD HYRO KHET 10/31/2022 10/31/2022 APPROVED
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 $167.00 $167.00 9/29/22 WEB13187 732451480 CREDIT 307848 ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $250.00 $250.00 9/29/22 WEB13187 732451480 CREDIT 307848 ECON
Total Paid for FIRE FEES: $417.00 $417.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 9/29/22 WEB13187 732451480 CREDIT 307848 ECON
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 9/29/22 WEB13187 732451480 CREDIT 307848 ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$433.00 $433.00
Printed: Thursday, April 13, 2023 3:29:32 PM 2 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0248
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 11/3/2022 Etrakit Contractor Iacono no. 2 as-built
(v2) hydro calc (1).pdf 1
DOC 11/3/2022 Etrakit Contractor Iacono no.2 as-built (
v2) with calc (1).pdf 1
DOC 7/28/2022 JACK LIMA PIPE HANGER SPEC
SHEET 28 m hanger.pdf 1
DOC 7/28/2022 JACK LIMA 175 DEGREE SPRINKLER
HEAD SPEC SHEET
175 degree sprinkler
heads.pdf 1
DOC 7/28/2022 JACK LIMA 1ST SUBMITTAL -
CALCULATIONS
77760 callie colima (v1)
calculation.pdf 1
DOC 7/28/2022 JACK LIMA FIRE FLOW 77760 CALLIE COLIMA
fire flow nicole.pdf 1
BOND INFORMATION
OVERHEAD ROUGH
PIPING KHET 10/31/2022 10/31/2022 APPROVED REVISED PLANS/CALCS Revised calcs and plans required prior to
final
FIRE FINAL**KHET 2/7/2023 2/7/2023 NOT READY No fee.
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST PERMIT TECH –
ETRAKIT (1 DAY)
AARON
HICKSON
6/23/2022 6/24/2022 6/24/2022 PENDING DOCUMENTS
1ST FIRE - ETRAKIT
(2 WK)
KOHL
HETRICK 7/14/2022 7/28/2022 8/17/2022 APPROVED *NEED TO CORRECT TO RESIDENTIAL PERMIT
TYPE AND ADJUST FEES.
2ND PERMIT TECH –
ETRAKIT (1 DAY)
AARON
HICKSON
7/14/2022 7/15/2022 7/14/2022 COMPLETE FILES UPLOADED REVIEWS ADDED
2ND FIRE (1 WK)REBECCA
WINSCOTT
11/3/2022 11/10/2022 11/28/2022 APPROVED REVISED PLANS/CALCS AS BUILTS
PARENT PROJECTS
Printed: Thursday, April 13, 2023 3:29:32 PM 3 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0248
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 7/28/2022 JACK LIMA GLOBE SPRINKLER HEAD
SPEC SHEET
globe res 155 sprinkler
heads.pdf 1
DOC 7/28/2022 JACK LIMA 1ST SUBMITTAL - (PLAN
SHEET)
77760 callie colima
PIPING (v1) with
calc.pdf
1
DOC 8/17/2022 KOHL HETRICK
FSS2022-0248 -
APPROVED PLANS AND
CALCS.pdf
FSS2022-0248 -
APPROVED PLANS AND
CALCS.pdf
1
DOC 8/17/2022 KOHL HETRICK FSS2022-0248 - COA
AND JOB CARD.pdf
FSS2022-0248 - COA
AND JOB CARD.pdf 1
DOC 10/31/2022 KOHL HETRICK FSS2022-0248 - 10-31-
2022 - Insp notes.pdf
FSS2022-0248 - 10-31-
2022 - Insp notes.pdf 1
DOC 11/28/2022 REBECCA WINSCOTT
LQ FSS2022-0248 New
Residence AS BUILTS
APPROVED.pdf
LQ FSS2022-0248 New
Residence AS BUILTS
APPROVED.pdf
1
Printed: Thursday, April 13, 2023 3:29:32 PM 4 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0248
PL
RWPL RW2-CAR GARAGE
RESIDENCE / INC
GARAGE 2200 SQ FT
SWIMMING
POOL
DRIVEWAY AVENIDA MARTINEZ10'-0"
10'-0"
10'-0"
10'-0"10'-0"
8'-0"
10'-0"
10'-0"APN 774-091-024TYPE V-B NON-RATED
R-3
R-1
OCCUPANCY:
ZONING:
3/4" METER
SITEAPN: 774 - 091- 024
CALLE COLIMA
SITE PLAN / REFLECTIVE CEILING PIPING PODQ
Scale: 1/8"=1'-0"
WATER
METER
SECTION A SECTION ASECTION A FIRE SPRINKLER
RISER 1"
HYDRAULIC NODE LOCATIONS
SEE RISER DETAIL FOR
1" SYSTEM RISER
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Chandler Fire Safety Iacono no. 2 (v2 - as built)
Cleveland, TX 77327 Page 1
General Project Data Report
General Data
Project Title:Iacono no. 2 (v2 - as built) Project File Name:
Iacono no. 2 as-built (v2)
calculation..fiw
Designed By: dc Date: 11/1/22
Code Reference:Approving Agency:
"T" RUNS SHOWN AS 1 EXTRA FT OF PIPE / B = ANGLE VALVE
Client Name:Phone:
Address:City, State Zip Code:
Company Name:Representative:
Company Address:City And State:
Phone:
Building Name: Garage: 2 heads (16 x 16) Building Owner:
Contact at Building: Jerry Haynes Phone at Building: (951) 312-2323
Address Of Building: Calle Colima City, State Zip Code: La Quinta, CA 92253
APN: 774-091-024
Project Data
Description Of Hazard: Residential Sprinkler System Type: Wet
Design Area Of Water Application: 512 ft² Maximum Area Per Sprinkler: 256 ft²
Default Sprinkler K-Factor: 0.00 K Default Pipe Material: CPVC
Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm
In Rack Sprinkler Allowance: 0.00 gpm
Sprinkler Specifications
Make: GLOBE Model:4910
Size:7/16 Temperature Rating: 175 F
Water Supply Test Data
Source Of Information:
Test Hydrant ID:Date Of Test:
Hydrant Elevation: 0 ft Static Pressure: 0.00 psi
Test Flow Rate: 0.00 gpm Test Residual Pressure: 0.00 psi
Calculated System Flow Rate: 33.10 gpm Calculated Inflow Residual Pressure: 46.15 psi
Calculation Project Data
Calculation Mode: Demand
HMD Minimum Residual Pressure: 8.20 psi Minimum Desired Flow Density: 0.05 gpm/ft²
Maximum Water Velocity: 0.00 ft/s Maximum Frictional Loss / 100 feet: 20.00 psi
Number Of Active Nodes: 11
Number Of Active Pipes: 11 Number Of Inactive Pipes: 39
Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0
D:\ ...\Iacono no. 2 as-built (v2) calculation.fiw Tuesday, November 1, 2022, 8:39 PM
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Chandler Fire Safety Iacono no. 2 (v2 - as built)
Cleveland, TX 77327 Page 2
Fire Sprinkler Output Data
Overall Pipe Output Data
Beg.
End.
Node
Nodal
KFactor
(K)
Elevation
(feet)
Spk/Hose
Discharge
(gpm)
Residual
Pressure
(psi)
Nom. Dia.
Inside Dia.
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
1 4.90 8.00 14.03 8.20 1.00 14.03 0.03533 0.50 0.194
2 0.00 8.50 0.00 8.18 1.101 14.03 T 5.00 -0.217
CPVC 150 4.73 0 5.50 -0.022
2 0.00 8.50 0.00 8.18 1.00 2.51 0.00146 14.00 0.041
4 0.00 8.50 0.00 8.22 1.101 2.51 2E 14.00 0.000
CPVC 150 0.85 0 28.00 0.041
3 4.90 8.00 14.07 8.24 1.00 14.07 0.03549 0.50 0.195
4 0.00 8.50 0.00 8.22 1.101 14.07 T 5.00 -0.217
CPVC 150 4.74 0 5.50 -0.021
2 0.00 8.50 0.00 8.18 1.00 11.52 0.02454 56.00 2.552
5 0.00 10.50 0.00 9.86 1.101 11.52 5ET 48.00 -0.866
CPVC 150 3.88 0 104.00 1.686
4 0.00 8.50 0.00 8.22 1.00 0.00 0.04808 64.00 4.327
6 0.00 10.50 0.00 11.68 1.101 16.57 2ET 26.00 -0.866
CPVC 150 5.59 0 90.00 3.461
5 0.00 10.50 0.00 9.86 1.00 0.00 0.02454 46.00 1.816
6 0.00 10.50 0.00 11.68 1.101 11.52 3E 28.00 0.000
CPVC 150 3.88 0 74.00 1.816
6 0.00 10.50 0.00 11.68 1.00 0.00 0.12767 6.00 1.660
60 0.00 10.50 0.00 13.34 1.101 28.10 E 7.00 0.000
CPVC 150 9.47 0 13.00 1.660
60 0.00 10.50 0.00 13.34 1.00 0.00 0.12767 12.50 3.588
100 0.00 -2.00 5.00 22.34 1.101 28.10 EC 15.60 5.413
CPVC 150 9.47 0 28.10 9.000
100 0.00 -2.00 5.00 22.34 1.00 5.00 0.24029 21.00 5.599
140 0.00 -2.00 0.00 27.94 1.029 33.10 E 2.30 0.000
SCHEDULE 40 PVC 150 12.77 0 23.30 5.599
140 Meter -2.00 27.94 33.10
150 7.50 psi -2.00 35.45
150 0.00 -2.00 0.00 35.45 1.00 0.00 0.36878 15.00 10.695
160 0.00 -2.00 0.00 46.15 0.995 33.10 B 14.00 0.000
TYPE K COPPER TUBE 130 13.66 0 29.00 10.695
D:\ ...\Iacono no. 2 as-built (v2) calculation.fiw Tuesday, November 1, 2022, 8:39 PM
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Chandler Fire Safety Iacono no. 2 (v2 - as built)
Cleveland, TX 77327 Page 3
Fire Sprinkler Output Data
Overall Sprinkler Output Data
Flowing
Sprinkler
Node No.
Area Group
Code
Sprinkler
KFactor (K)
Sprinkler
Elevation
(feet)
Residual
Pressure
(psi)
Flowing
Area (ft²)
Flowing
Density
(gpm/ft²)
Sprinkler
Discharge
(gpm)
1 4.90 8.00 8.20 256.00 0.055 14.03
Sub Totals For Non-Group 256.00 0.055 14.03
3 4.90 8.00 8.24 256.00 0.055 14.07
Sub Totals For Non-Group 256.00 0.055 14.07
Totals For All Groups 512.00 0.055 28.10
D:\ ...\Iacono no. 2 as-built (v2) calculation.fiw Tuesday, November 1, 2022, 8:39 PM
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Chandler Fire Safety Iacono no. 2 (v2 - as built)
Cleveland, TX 77327 Page 4
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node
HMD Sprinkler Node Number:1
HMD Actual Residual Pressure:8.20 psi
HMD Actual Flow:14.03 gpm
Sprinkler Summary
Sprinkler System Type:Wet
Specified Area Of Application: 512.00 ft²
Minimum Desired Density:0.050 gpm/ft²
Application Average Density:0.055 gpm/ft²
Application Average Area Per Sprinkler: 256.00 ft²
Sprinkler Flow:28.10 gpm
Average Sprinkler Flow:14.05 gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity ( In Pipe 150 - 160 ) 13.66 ft/sec
Maximum Velocity Pressure ( In Pipe 150 - 160 ) 1.26 psi
Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi
Actual Maximum Nodal Pressure Imbalance: 0.0000 psi
Actual Average Nodal Pressure Imbalance: 0.0000 psi
Actual Maximum Nodal Flow Imbalance: 0.0000 gpm
Actual Average Nodal Flow Imbalance: 0.0000 gpm
Overall Network Summary
Number Of Unique Pipe Sections: 11
Number Of Flowing Sprinklers:2
Pipe System Water Volume:9.25 gal
Sprinkler Flow:28.10 gpm
Non-Sprinkler Flow:5.00 gpm
Minimum Required Residual Pressure At System Inflow
Node:46.15 psi
Demand Flow At System Inflow Node: 33.10 gpm
D:\ ...\Iacono no. 2 as-built (v2) calculation.fiw Tuesday, November 1, 2022, 8:39 PM
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Chandler Fire Safety Iacono no. 2 (v2 - as built)
Cleveland, TX 77327 Page 5
Fire Sprinkler Output Data
Hydraulic Supply/Demand Graph
Pressure psiFlowrate(x100) gpm
464646
0
5
10
15
20
25
30
35
40
45
50
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1
Demand Curve Data
Calculated Residual Pressure: 46.15 psi
Calculated Flow Rate: 33.10 gpm
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi
D:\ ...\Iacono no. 2 as-built (v2) calculation.fiw Tuesday, November 1, 2022, 8:39 PM
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TOLCO™Fig. 28M - Offset Hanger & Restrainer for CPVC Plastic Pipe
Size Range:3/4"(20mm)thru 2"(32mm)
Material:Steel, Pre-Galvanized
Function:Designed to be used as a hanger and restrainer for CPVC piping where the
“stand-off” design will ease installation by eliminating the need for wood blocking.
Features:
• Flared edge design protects CPVC pipe from any rough or abrasive surfaces
• Unique snap-on design holds pipe firmly in place and allows retrofit type of installation
• The “Stand-Off” design eliminates the need for wood block extension
• Can be installed on horizontal or vertical piping regardless of mounting surface orientation
• Attaches easily to wood structure with two hex head self-threading screws furnished
with product
• Installs easily using rechargeable electrical driver with
5/16”(7.9mm)extension socket
eliminating impact tool damage to pipe
• Attaches easily to steel, minimum 18 gauge (1.024mm)with (2) 1/4” x 1” tek type self
drilling tapping screws
• cULus Listed as a hanger and a restrainer for fire sprinkler piping
Installation Note:When installed in wood structural members and threads from the
#10 x 1" screws are exposed, use Fig. 27B speed nut to secure
Approvals:Underwriters Laboratory Listed in the USA (UL)and Canada (cUL)
to support automatic fire sprinkler systems.
May be installed into wood using fasteners screws.
Meets and exceeds the requirements of NFPA 13,
13R and 13D. Fig. 28M satisfies the UL vertical
restraint requirements where needed.
Order By:Part number and pipe size
Patent #7,744,042
C
A
B
Pipe Size A Hole Dia. B C Max Spacing* Approx. Wt./100
Part No.in. (mm) in. (mm) in. (mm) in. (mm)in. (mm)lbs. (kg)
28M-3/4 3/4"(20)2"(50.8)3/16"(4.8)35/16"(84.1)5’-6”(1676)9 (4.1)
28M-1 1"(25)21/8"(54.0)3/16"(4.8)31/2"(88.9)6’-0”(1829)12 (5.4)
28M-11/4 11/4"(32)25/16"(58.7)3/16"(4.8)31/2"(88.9)6’-6”(1981)13 (5.9)
28M-11/2 11/2"(49)27/16"(61.9)3/16"(4.8)37/8"(98.4)7’-0”(2133)14 (6.3)
28M-2 2"(50)25/8"(66.7)3/16"(4.8)47/16"(112.7)8’-0”(2438)15 (6.8)
* Required per NFPA 13 for CPVC plastic pipe
Hanger and Restraint
Application
Restraint
Restraint
Detail A
Hanger Application
Fig. 27B
(2) Required
Fig. 27B
(1) Required
High Side of Hanger
Pipe Clamps Pipe Clamps
102 Eaton
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
B-Line series Pipe Hangers & Supports
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
August 17, 2022
Haynes Fire Systems
PO Box 265
Nuevo, CA 92567
Re: Residential Fire Sprinkler Plan Review – IACONO
FSS2022-0248 / 77760 CALLE COLIMA, 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: 77760 CALLE COLIMA PERMIT#: FSS2022-0248 DATE
ISSUED: 8/17/2022
DESCRIPTION: IACONO – RES SPRINKLER CONTRACTOR: HAYNES FIRE SYSTEMS
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.