FSS2022-0206ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT J D MECHANICAL FIRE INC 82579 FLEMING WAY
SUITE D
INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC
AL.CO
CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY
SUITE D
INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC
AL.CO
OWNER GALA ASHER 81560 Baffin Ave La Quinta CA 92253 (760)775-6220
CONDITIONS
Description: VAN DER WERF / FIRE SPRINKLERS
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM
HOMES
Status: ISSUED Applied: 5/18/2022 ECON
Parcel No: 767700015 Site Address: 53405 HUMBOLDT BLVD LA QUINTA,CA 92253 Approved: 6/20/2022 KHET
Subdivision: TR 33076-2 Block: Lot: 63 Issued: 7/6/2022 ONLINE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled:
Valuation: $10,000.00 Occupancy Type: Construction Type: Expired: 1/8/2023 LIN
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
FINANCIAL INFORMATION
Printed: Thursday, April 13, 2023 1:59:40 PM 1 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0206
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD ROUGH
PIPING LIN 7/12/2022 7/12/2022 APPROVED Requested as builts for
changes made
Added 2 heads in garage and moved riser
location a few feet; new calcs not required.
JD to provide as builts by final.
Added 2 heads in garage and moved riser
location a few feet; new calcs not required.
JD to provide as builts by final.
OVERHEAD HYRO LIN 7/12/2022 7/12/2022 APPROVED Requested as builts for
changes made
Added 2 heads in garage and moved riser
location a few feet; new calcs not required.
JD to provide as builts by final.
REVIEWS
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 $333.00 $333.00 7/6/22 WEB12431 638017102
73 CREDIT 1020141 ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $250.00 $250.00 7/6/22 WEB12431 638017102
73 CREDIT 1020141 ECON
Total Paid for FIRE FEES: $583.00 $583.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 7/6/22 WEB12431 638017102
73 CREDIT 1020141 ECON
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 7/6/22 WEB12431 638017102
73 CREDIT 1020141 ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$599.00 $599.00
Printed: Thursday, April 13, 2023 1:59:40 PM 2 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0206
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 5/18/2022 Etrakit Contractor 1ST SUBMITTAL
HYDRAULIC CALC 1 Document.pdfCalc-1.pdf 1
DOC 5/18/2022 Etrakit Contractor 1ST SUBMITTAL
HYDRAULIC CALC 2 Document.pdfCalc-2.pdf 1
DOC 5/18/2022 Etrakit Contractor 1ST SUBMITTAL
SPRINKLERS
Senju Residential
Conceled Pendant.pdf 1
DOC 5/18/2022 Etrakit Contractor 1ST SUBMITTAL PIPING
FP-2
Van Der
Werf.pdfPiping.pdf 1
DOC 5/18/2022 Etrakit Contractor 1ST SUBMITTAL FP-1 Van Der
Werf.pdfSite.pdf 1
DOC 6/14/2022 Etrakit Contractor 1ST SUBMITTAL CVWD Scan_0193.pdf 1
DOC 3/3/2023 Etrakit Contractor
Van Der
Werf.pdfSite.pdf van
der werf.pdf
1
DOC 3/3/2023 Etrakit Contractor
Van Der Werf.pdfPiping
Plan.pdf van der
werf.pdf
1
DOC 3/3/2023 Etrakit Contractor
Senju Residential
Conceled Pendant.pdf
van der werf.pdf
1
DOC 3/3/2023 Etrakit Contractor Document.pdfCalc-3.pdf
van der werf.pdf 1
BOND INFORMATION
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST FIRE - ETRAKIT
(2 WK)
KOHL
HETRICK 5/18/2022 6/1/2022 6/20/2022 APPROVED SEE ATTACHMENTS
1ST PERMIT TECH –
ETRAKIT (1 DAY)
PERMIT TECH
BUCKET 5/18/2022 5/19/2022 5/19/2022 COMPLETE
Printed: Thursday, April 13, 2023 1:59:40 PM 3 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0206
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 3/3/2023 Etrakit Contractor Document.pdfCalc-2.pdf
van der werf.pdf 1
DOC 3/3/2023 Etrakit Contractor Document.pdfCalc-1.pdf
van der werf.pdf 1
DOC 3/3/2023 Etrakit Contractor 20-11566.pdf van der
werf.pdf 1
DOC 6/20/2022 KOHL HETRICK
FSS2022-0206 -
APPROVED PLANS AND
CALCS.pdf
FSS2022-0206 -
APPROVED PLANS AND
CALCS.pdf
1
DOC 6/20/2022 KOHL HETRICK FSS2022-0206 - COA
AND JOB CARD.pdf
FSS2022-0206 - COA
AND JOB CARD.pdf 1
DOC 3/6/2023 KOHL HETRICK
FSS2022-0206 -
APPROVED - AS-
BUILTS.pdf
FSS2022-0206 -
APPROVED - AS-
BUILTS.pdf
1
DOC 7/12/2022 LUCERO INIGUEZ
FSS2022-0206 VAN DER
WERF 53405
HUMBOLDT BLVD LQ -
CORRECTIONS
071222.pdf
FSS2022-0206 VAN DER
WERF 53405
HUMBOLDT BLVD LQ -
CORRECTIONS
071222.pdf
0
DOC 7/12/2022 LUCERO INIGUEZ
FSS2022-0206 VAN DER
WERF 53405
HUMBOLDT BLVD LQ -
REDLINED PLANS
071222.pdf
FSS2022-0206 VAN DER
WERF 53405
HUMBOLDT BLVD LQ -
REDLINED PLANS
071222.pdf
0
Printed: Thursday, April 13, 2023 1:59:40 PM 4 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0206
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
8S[
8S[
127,),&$7,21'(9,&(%<27+(5681'(5*5281'%<27+(56:0%25725'20MG#MGPHFKDQLFDOFR6FDOH3URMHFWQXPEHU'DWH'UDZQE\&KHFNHGE\ )OHPLQJ:D\6XLWH',QGLR&D &/LFHQVH0(&+$1,&$/,1&$VLQGLFDWHG 30)36LWH3ODQ3URMHFW1XPEHU9DQ'HU:HUI,VVXH'DWH-$-'9$1'(5:(5)5(6,'(1&(0DGLVRQ&OXE/RWV% %/D4XLQWD&D
8*APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST03/06/2023 11:33:33 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 # -FSS2022-0206 - AS-BUILTSKohl HetrickReason: I am approving this documentContact Info: 760-409-5109
214
196
INSPECTOR TEST DETAIL
5'
1" Ball Valve Access Panel
(By Others)
Exterior Wall of Building
Inspector Test to Terminate
in a Smooth Bore Corrosion
Resistant Orfice With a Flow
Equivalent to One Sprinkler
NOTE: Access Panel Shall have sign
Indicating Inspector Test
CPVC HANGERS
NO SCALE
TOLCO FIG. 24
DOUBLE-FASTENER
SIDE-MOUNT HANGER
(OR EQUAL)
SELF-DRILLING
HEX HEAD SCREW
TOLCO FIG. 23
DOUBLE-FASTENER
STRAP TYPE HANGER
(OR EQUAL)
TOLCO FIG. 28M
OFFSET HANGER
(OR EQUAL)
TOLCO FIG. 22
SINGLE-FASTENER
STRAP-TYPE HANGER
(OR EQUAL)
TOLCO FIG. 28
DOUBLE-FASTENER
STAND-OFF HANGER
(OR EQUAL)
TOLCO FIG. 29
DOUBLE-FASTENER
DOUBLE OFFSET HANGER
(OR EQUAL)
CPVC HANGER SPACING
PIPE SIZE
11/4"
1"
MAXIMUM SUPPORT SPACING
6'-6"
6'-0"
2" 8'-0"
11/2"7'-0"
SPRINKLER PIPEINSULATION
BOTTOM CORD OF ROOF TRUSS
OR CEILING JOIST
PIPE INSULATION DETAIL
www.cadmando.co.uk
These blocks were brought to you by CADBloc ksFree.com.For all of your 2D & 3D CAD outs ource requirem ents visit us:
C A D M A N D O
www.cadblocksfree.com
COVER WITH HINGED LID
FINISHED GRADE
DISC-TYPE WATER METER
PLUG VALVE(TYP.)UNION(TYP.)
Water Supply Information
Static Pressure:
Residual Pressure:
Residual Flow:
Additional Hose Flow:
78.35 psi
58.19 psi
41 GPM
0 GPM
1 1/4"6' -6"1 1/4"16' -0"1"
1' -5"
1"
14' -0"1 1/4"16' -0"1 1/4"
1' -11"
1 1/4"
6' -0"
1 1/4"
4' -11"1"2' -8"1"14' -0"1"4' -2"1"
7' -0"
1 1/4"
1' -0"
1 1/4"
6' -0"
1 1/4"
6' -0"
1 1/4"
1' -0"
1"
2' -8"1"14' -0"1 1/4"
4' -10"1"1' -11"1"16' -0"1"8' -4"1"
1' -2"
1"
12' -0"1"2' -2"1"2' -2"1"
10' -1"1"1' -5"1"10' -1"1"1' -8"1"16' -0"1 1/4"
7' -8"
1"
1' -0"1"3' -0"1 1/4"
9' -5"
1 1/4"
2' -11"
1"
6' -6"
1 1/4"
0' -10"1 1/4"9' -0"1 1/4"
5' -0"
1 1/4"
2' -7"1"
7' -9"1 1/4"7' -1"1"
5' -4"
1 1/4"
2' -11"
1 1/4"
7' -11"1 1/4"8' -4"1 1/4"7' -4"1"
7' -1"1 1/4"6' -8"1 1/4"6' -5"1 1/4"
2' -11"
1 1/4"
8' -0"1"2' -6"1 1/4"
6' -0"1"5' -2"1"1' -8"1"8' -6"1"
7' -1"
1"
4' -4"1"1' -10"1"
7' -2"
1"
4' -3"
1 1/4"
5' -0"1"2' -6"1 1/4"
3' -0"1"1' -3"1"6' -6"1"5' -4"1"8' -8"1"
5' -10"
1"
3' -4"1"4' -2"1"14' -0"1 1/4"
2' -5"
1 1/4"
10' -11"
1 1/4"
3' -5"
1 1/4"
8' -7"
1 1/4"
7' -0"1"2' -11"1"10' -6"1 1/4"
8' -8"1"9' -8"1"10' -2"1 1/4"
3' -4"1"13' -5"1 1/4"
2' -5"1"2' -11"1 1/4"
8' -1"
1 1/4"
1' -0"
1 1/4"
14' -0"
1"
2' -0"
1 1/4"
1' -0"
1 1/4"
10' -4"
1 1/4"
12' -0"
1 1/4"
10' -2"
1 1/4"
10' -7"1 1/4"0' -10"1"
7' -9"
1"
10' -6"1"5' -0"1 1/4"
8' -5"
1 1/4"
6' -0"1"1' -4"1"8' -7"1 1/4"
6' -9"
1 1/4"
12' -0"1"2' -8"1 1/4"
6' -1"1"4' -9"1"6' -2"1 1/4"
6' -2"
1 1/4"
12' -0"1"1' -10"1"10' -0"1"1' -10"1"10' -0"1"2' -8"1 1/4"4' -8"1 1/4"7' -2"1 1/4"
1' -7"
1"
2' -8"1 1/4"6' -4"
1 1/4"5' -8"
1 1/4"
7' -7"1 1/4"
2' -3"
1 1/4"9' -5"
1 1/4"
2' -4"
1"
0' -6"
1 1/4"
6' -5"1"0' -7"1 1/4"1' -6"1"12' -4"1 1/4"8' -6"
1 1/4"
2' -0"1"11' -4"1"7' -2"1"3' -5"1"
0' -7"1"5' -1"1"2' -2"1"5' -7"1"8' -0"1"0' -6"1"2' -8"1 1/4"12' -10"1 1/4"
0' -5"1 1/4"14' -0"1 1/4"2' -10"1 1/4"5' -0"1"5' -7"1 1/4"
4' -8"1"5' -7"1"15' -0"1 1/4"
3' -8"
1 1/4"
2' -2"1"10' -1"1 1/4"9' -5"1"3' -3"1"7' -7"1 1/4"12' -5"1"0' -8"1"9' -3"1"
7' -7"1"1' -9"1"2' -4"1"5' -7"1"15' -0"1"6' -8"
1"6' -8"
1"4' -11"
1"10' -3"1"4' -5"1"12' -0"1"4' -5"1 1/4"3' -5"1 1/4"7' -10"1"
2' -8"
1"
2' -9"
1"
13' -3"
1"
0' -9"1"4' -0"1"4' -0"1 1/4"22' -0"1 1/4"17' -4"1"
7' -3"1"1' -2"1"8' -6"1"8' -4"1 1/4"
5' -2"
1 1/4"
0' -4"
1 1/4"
11' -6"1"7' -10"1"6' -2"1 1/4"
6' -3"
1 1/4"
10' -4"
1 1/4"
3' -3"1"7' -9"1 1/4"
11' -0"
1"
13' -10"1"2' -6"1"7' -3"1"
12' -2"1"4' -9"1"7' -8"1"6' -11"1"0' -11"1"8' -9"1"1' -4"1"7' -5"1"1' -7"1"3' -3"1"
1' -9"1"2' -10"1"6' -0"1"6' -0"1"
2' -8"
1"
2' -9"1"4' -0"1"
13' -3"
1"
0' -9"1"4' -0"1"2' -3"1"2' -3"1"9' -8"1"12' -0"1"
2' -0"1"9' -8"1"12' -0"1"12' -10"1"2' -11"1"12' -10"1"2' -11"1"10' -5"1"
6' -0"
1"
1' -5"
1"
14' -0"
1"
1' -5"
1"
14' -0"Up 1 1/4" x 4' -6"Up 1 1/4" x 9' -6"Up 1 1/4" x 3' -0"Up 1" x 3' -0"Up 1" x 3' -0"Up 1" x 3' -0"Up 1" x 3' -0"Dn 1" x 3' -0"Dn 1 1/4" x 2' -0"Dn 1 1/4" x 2' -0"Dn 1" x 3' -0"1-1/4" RISER
Calc-2
Calc-1 INSPECTORS TESTNOTIFICATION DEVICE BY OTHERS
MEDIA
ROOM
11'-0"
KITCHEN
16'-0"
DINING
16'-0"
POOL
POWDER
ROOM
STORAGE
DIRTY
KITCHEN
COVERED
LANAI
GREAT
ROOM
16'-0"
DINING
16'-0"
OUTDOOR
LOUNGE
MASTER
BEDROOM
16'-0"
MASTER
LOUNGE
13'-0"
HER
CLOSET
13'-0"
MASTER
BATH
13'-0"
HIS
CLOSET
13'-0"
BEDROOM
3
11'-0"
BEDROOM
2
11'-0"
BEDROOM
1
11'-0"
BATH
3
BATH 2
BATH
1
OFFICE
13'-0"
LAUNDRY
11'-0"
MAIN
POWDER
11'-0"
BEDROOM
6
10'-0"
BEDROOM
5
10'-0"
BEDROOM
4
10'-0"
BATH 6
BATH 5
BATH 4
GUEST
LOUNGE
16'-0"
STORAGE
10'-0"
CLOSET
10'-0"
CLOSET
10'-0"
GARAGE
10'-0"CINEMA
16'-0"
GAME ROOM
16'-0"
Remote area number:
Occupancy classification:
Density:
Area of application:
Total water required
(including hose streams):
@ a required
system pressure
of:
Fire Protection System Demand:
No. of sprinklers calculated:
Inside Hose Streams:
Outside Hose
Streams:
Calc-2
R-3
2
Gpm/SqFt
512 Max SqFt
31.0485 GPM
34.0099 Psi
5 GPM
0 GPM
BOR
TOR
DOM
1
5
3
6
2
Remote area number:
Occupancy classification:
Density:
Area of application:
Total water required
(including hose streams):
@ a required
system pressure
of:
Fire Protection System Demand:
No. of sprinklers calculated:
Inside Hose Streams:
Outside Hose
Streams:
Calc-1
R-3
2
Gpm/SqFt
512 Max SqFt
31.3309 GPM
35.6941 Psi
5 GPM
0 GPM
7
11
10
9
8
Remote area number:
Occupancy classification:
Density:
Area of application:
Total water required
(including hose streams):
@ a required
system pressure
of:
Fire Protection System Demand:
No. of sprinklers calculated:
Inside Hose Streams:
Outside Hose
Streams:
Calc-3
U
2
.05 Gpm/SqFt
512 Max SqFt
31.1399 GPM
28.6002 Psi
5 GPM
0 GPM
15
12 16
14
13
CALC-3
1 1/4"
6' -9"1 1/4" x 17' -0"1 1/4"5' -1"1 1/4"
1' -9"
1 1/4"
1' -2"1 1/4" x 14' -0"1"
2' -5"1"12' -0"1"
5' -0"
1"
5' -0"
1"
5' -0"
1"
5' -0"1 1/4"
12' -6"
GOLF CART
GARAGE
SLOPE
Fire Sprinkler Riser Detail
TOR
BOR
DomesticSupply Check
Flow Control
1-1/4" CPVC
Flow Switch Note Wiring by Others
300psi Gage
Sprinkler Box with Wrench & twoSprinkler Heads Each Type
1/2" Drain toOutside1-1/4"1-1/4"1-1/2" UNDERGROUND BY OTHERS
Notification DeviceWired by Others
not to scale
Module Must Connect to the MultiStation Smoke Alarm System andthe Fire Sprinkler Flow Switch( all wiring by others )
jd@jdmechanical.co
Scale
Project number
Date
Drawn by
Checked by 82579 Fleming Way Suite DIndio Ca. 92201(760) 775-6220C-16 License # 1020141MECHANICALINCAs indicated
3/2/2023 12:57:00 PMFP-2
Piping Plan
Project Number
Van Der Werf
03-02-23
JA
JDVAN DER WERF RESIDENCEMadison Club Lots 63B & 64BLa Quinta, Ca.3/32" = 1'-0"1 Piping PlanSprinkler Schedule
No. of
Sprklrs Description
SIN
(Hydratec)K-Factor
Orifice
Size Temp
119 Senju 1/2 Light Concealed Temperature - 162 Finish - B Quick Response Model - Mirage
SIN - SS8464 K Factor - 4.9
SS8464 4.9 1/2" 162 °F
17 Senju 1/2 Light Pendent Temperature - 205 Finish - C Special Response Model -
Micromatic SIN - SS8464 K Factor - 4.9
SS8464 4.9 1/2" 205 °F
: 136
Total No. of Sprinklers: 136
JD Mechanical Fire
82579 Fleming Way Suite D
Your Street Address 2
Indio, Ca. 92201
760-775-6220
Job Name : Van Der Werf
Drawing :
Location :
Remote Area : Calc-1
Contract :
Data File : Van Der Werf Area Calc-1.WXF
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical FirePage 1 Van Der WerfDate 10203040E50R60U70S80S90E100R110P12013014015010 20 30 40 50 60 70 80 90FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 78.35 C2 - Residual Pressure: 58.19 C2 - Residual Flow : 41 D1 - Elevation : 5.713 D2 - System Flow : 31.331 D2 - System Pressure : 35.694 Hose ( Demand ) : _______D3 - System Demand : 31.331 Safety Margin : 30.399 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical FirePage 2 Van Der WerfDate Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O * CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 3
Van Der Werf Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
4 78.35 58.19 41.0 66.093 31.33 35.694
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
7 10.19 4.9 7.04 13.0 0.05 256
8 12.0 7.05
9 12.0 10.63
10 14.0 14.3
TOR 11.0 24.81
DOM 1.52 29.58 5.0
BOR -3.0 32.15
4 -3.0 35.69
11 10.19 4.9 7.4 13.33 0.05 256
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 4
Van Der Werf Date
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
7 10.19 4.90 13.00 1 N 7.0 13.950 150 7.040
to O 5.0 12.000 -0.784
8 12 13.0 1.101 25.950 0.0307 0.796 Vel = 4.38
8 12 13.33 1 R 1.0 23.580 150 7.052
to N 7.0 8.000 0.0
9 12 26.33 1.101 31.580 0.1132 3.574 Vel = 8.87
9 12 0.0 1.25 4R 4.0 100.460 150 10.626
to 2N 16.0 26.000 -0.866
10 14 26.33 1.394 O 6.0 126.460 0.0359 4.535 Vel = 5.53
10 14 0.0 1.25 2O 12.0 201.930 150 14.295
to 19R 19.0 55.000 1.299
TOR 11 26.33 1.394 3N 24.0 256.930 0.0359 9.215 Vel = 5.53
TOR 11 0.0 1.25 R 1.0 9.480 150 24.809
to N 8.0 9.000 4.106
DOM 1.52 26.33 1.394 18.480 0.0359 0.663 Vel = 5.53
DOM 1.52 + 5.00 5.00 1.25 N 8.0 4.520 150 29.578
to 8.000 1.958
BOR -3 31.33 1.394 12.520 0.0494 0.619 Vel = 6.59
BOR -3 0.0 1.5 2N 18.0 121.130 150 32.155
to 18.000 0.0
4 -3 31.33 1.598 139.130 0.0254 3.539 Vel = 5.01
0.0
4 31.33 35.694 K Factor = 5.24
11 10.19 4.90 13.33 1 N 7.0 6.560 150 7.400
to 7.000 -0.784
8 12 13.33 1.101 13.560 0.0322 0.436 Vel = 4.49
0.0
8 13.33 7.052 K Factor = 5.02
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire
82579 Fleming Way Suite D
Your Street Address 2
Indio, Ca. 92201
760-775-6220
Job Name : Van Der Werf
Drawing :
Location : Lots 63B & 64B Madison Club
Remote Area : Calc-2
Contract :
Data File : Van Der Werf Area Calc-2.WXF
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical FirePage 1 Van Der WerfDate 10203040E50R60U70S80S90E100R110P12013014015010 20 30 40 50 60 70 80 90FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 78.35 C2 - Residual Pressure: 58.19 C2 - Residual Flow : 41 D1 - Elevation : 8.311 D2 - System Flow : 31.048 D2 - System Pressure : 34.010 Hose ( Demand ) : _______D3 - System Demand : 31.048 Safety Margin : 32.286 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical FirePage 2 Van Der WerfDate Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O * CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 3
Van Der Werf Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
4 78.35 58.19 41.0 66.296 31.05 34.01
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
1 16.19 4.9 7.04 13.0 0.05 256
2 14.0 9.51
3 14.0 11.06
TOR 11.0 23.21
DOM 1.52 27.96 5.0
BOR -3.0 30.53
4 -3.0 34.01
5 16.19 4.9 7.09 13.05 0.05 256
6 14.0 9.41
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 4
Van Der Werf Date
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
1 16.19 4.90 13.00 1 3N 21.0 26.720 150 7.040
to 2R 2.0 23.000 0.948
2 14 13.0 1.101 49.720 0.0307 1.525 Vel = 4.38
2 14 13.05 1.25 2O 12.0 30.060 150 9.513
to 2R 2.0 14.000 0.0
3 14 26.05 1.394 44.060 0.0352 1.549 Vel = 5.48
3 14 0.0 1.25 25R 25.0 241.490 150 11.062
to 3O 18.0 67.000 1.299
TOR 11 26.05 1.394 3N 24.0 308.490 0.0352 10.846 Vel = 5.48
TOR 11 0.0 1.25 R 1.0 9.480 150 23.207
to N 8.0 9.000 4.106
DOM 1.52 26.05 1.394 18.480 0.0352 0.650 Vel = 5.48
DOM 1.52 + 5.00 5.00 1.25 N 8.0 4.520 150 27.963
to 8.000 1.958
BOR -3 31.05 1.394 12.520 0.0486 0.608 Vel = 6.53
BOR -3 0.0 1.5 2N 18.0 121.130 150 30.529
to 18.000 0.0
4 -3 31.05 1.598 139.130 0.0250 3.481 Vel = 4.97
0.0
4 31.05 34.010 K Factor = 5.32
5 16.19 4.90 13.05 1 2N 14.0 24.390 150 7.090
to R 1.0 20.000 0.948
6 14 13.05 1.101 O 5.0 44.390 0.0309 1.371 Vel = 4.40
6 14 0.0 1.25 R 1.0 9.670 150 9.409
to 1.000 0.0
2 14 13.05 1.394 10.670 0.0097 0.104 Vel = 2.74
0.0
2 13.05 9.513 K Factor = 4.23
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire
82579 Fleming Way Suite D
Your Street Address 2
Indio, Ca. 92201
760-775-6220
Job Name : Van Der Werf
Drawing :
Location : Madison Club Lots 63B & 64B
Remote Area : Calc-3
Contract :
Data File : Van Der Werf Area Calc-3.WXF
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical FirePage 1 Van Der WerfDate 10203040E50R60U70S80S90E100R110P12013014015010 20 30 40 50 60 70 80 90FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 78.35 C2 - Residual Pressure: 58.19 C2 - Residual Flow : 41 D1 - Elevation : 5.648 D2 - System Flow : 31.14 D2 - System Pressure : 28.600 Hose ( Demand ) : _______D3 - System Demand : 31.14 Safety Margin : 37.630 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical FirePage 2 Van Der WerfDate Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O * CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 3
Van Der Werf Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
4 78.35 58.19 41.0 66.231 31.14 28.6
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
12 10.04 4.9 7.1 13.06 0.05 256
13 11.0 7.12
14 11.0 10.49
15 14.0 13.16
TOR 11.0 17.52 5.0
DOM 1.52 22.53
BOR -3.0 25.1
4 -3.0 28.6
16 10.04 4.9 7.13 13.08 0.05 256
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 4
Van Der Werf Date
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
12 10.04 4.90 13.06 1 N 7.0 5.960 150 7.100
to R 1.0 8.000 -0.416
13 11 13.06 1.101 13.960 0.0309 0.432 Vel = 4.40
13 11 13.08 1 2O 10.0 19.240 150 7.116
to R 1.0 11.000 0.0
14 11 26.14 1.101 30.240 0.1116 3.376 Vel = 8.81
14 11 0.0 1.25 6N 48.0 58.230 150 10.492
to O 6.0 54.000 -1.299
15 14 26.14 1.394 112.230 0.0354 3.971 Vel = 5.50
15 14 0.0 1.25 2N 16.0 61.410 150 13.164
to O 6.0 25.000 1.299
TOR 11 26.14 1.394 3R 3.0 86.410 0.0354 3.058 Vel = 5.50
TOR 11 + 5.00 5.00 1.25 R 1.0 9.480 150 17.521
to N 8.0 9.000 4.106
DOM 1.52 31.14 1.394 18.480 0.0489 0.904 Vel = 6.55
DOM 1.52 0.0 1.25 N 8.0 4.520 150 22.531
to 8.000 1.958
BOR -3 31.14 1.394 12.520 0.0489 0.612 Vel = 6.55
BOR -3 0.0 1.5 2N 18.0 121.130 150 25.101
to 18.000 0.0
4 -3 31.14 1.598 139.130 0.0251 3.499 Vel = 4.98
0.0
4 31.14 28.600 K Factor = 5.82
16 10.04 4.90 13.08 1 N 7.0 5.960 150 7.129
to 7.000 -0.416
13 11 13.08 1.101 12.960 0.0311 0.403 Vel = 4.41
0.0
13 13.08 7.116 K Factor = 4.90
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.4
GENERAL DESCRIPTION
The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They
are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is
concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The
push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate.
Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and
unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes,
hotels and other living quarters.
The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and
Manufactured Homes per NFPA 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including
Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13.
The Model RC-RES has a 4.9 (70.6 LPM/bar1/2) K-factor that meets the required residential flow rates with minimal residual
pressure, which allows for smaller pipe sizes and water supply requirements.
For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in
installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of
pipe lengths.
The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or
evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety
construction required by building codes.
“Lead Free” is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA’s Water Utility Council, and
California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes,
plumbing fittings and fixtures.
Approvals:
Sprinkler Identification Number (SIN):
Maximum Working Pressure:
Discharge Coefficient (Nominal K-Factor):
Temperature Rating:
Color Code (Sprinkler)
Color Code (Cover Plate)
Vertical Adjustment:
Cover Plate Finishes:
Standard Finishes-
Custom Finishes-
Please see chart on Page 8 for more detail.
Physical Characteristics:
In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is
released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and
when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be
distributed on the affected fire area. (Ref. Figure 2)
DESIGN CRITERIA
The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly
implemented for safe and full results.
Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers.
The Model RC-RES must only be utilized in WET PIPE sprinkler systems.
Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive
Element of Model RC-RES, due to the exposure of a heat source other than an actual fire.
Available Sprinkler Temperature Ratings
Sprinkler Temperature
Classification
Sprinkler Nominal
Temperature Rating
Maximum Ambient Ceiling
Temperature
Temperature Rating of the
Cover Plate Assembly
Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C)
Intermediate 175°F (79°C 150°F (66°C) 140°F (60°C) 1)
Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C)
1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C).
Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the
following:
Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this
environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire.
Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper
piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA
(Copper Development Association) – Solder Joint)
All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before
installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system.
The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of
temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from
the most hydraulically demanding sprinkler from each of the total number of “design sprinklers” as specified in NFPA 13D or
13R.
For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers.
The minimum required discharge from each of the four sprinklers is to be the greater of the following:
The flow rates given in TABLE A for NFPA 13D and 13R as a function of temperature rating and maximum allowable
coverage area.
A minimum discharge of 0.1GPM/sq.ft. [4.07LPM/sq.m] over the “design area” comprised of the four most hydraulically
demanding sprinklers for the actual coverage area being protected by the four sprinklers.
For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as
applicable.
Ordinary
Temperature Rating
162°F (72°C)
Intermediate
Temperature Rating
175°F (79°C)
Maximum
Coverage
Area(a)
Ft. × Ft.
(m ×m)
Maximum
Spacing
Ft.
(m)
Flow(b)
GPM
(LPM)
Pressure(b)
PSI
(bar)
Flow(b)
GPM
(LPM)
Pressure(b)
PSI
(bar)
Deflector
to
Ceiling
Installation
Type
Minimum
Spacing
Ft.
(m)
12×12
(3.7×3.7)
12
(3.7)
13
(49.2)
7.0
(0.48)
13
(49.2)
7.0
(0.48)
14×14
(4.3×4.3)
14
(4.3)
13
(49.2)
7.0
(0.48)
13
(49.2)
7.0
(0.48)
15×15
(4.6×4.6)
15
(4.6)
13
(49.2)
7.0
(0.48)
13
(49.2)
7.0
(0.48)
16×16
(4.9×4.9)
16
(4.9)
13
(49.2)
7.0
(0.48)
14
(53.0)
8.2
(0.57)
18×18
(5.5×5.5)
18
(5.5)
17
(64.3)
12.0
(0.83)
18
(68.1)
13.5
(0.93)
20×20
(6.1×6.1)
20
(6.1)
21
(79.5)
18.4
(1.27)
Smooth
Ceilings
3/8 to 7/8
Inches.
Beamed
Ceilings
per NFPA
13D, 13R
or 13
Installed
in beam
3/8 to 7/8
inches
below
bottom of
beam.
Concealed 8
(2.4)
(a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the
Next Higher Coverage Area listed.
(b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are
calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details.
The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the
coverage area calculated by using the specific hydraulic factors. (Ref. TABLE A)
The Model RC-RES must be installed in accordance with the following instructions:
The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway
perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface
will be nominally 2 inches (50.8mm) as shown in Figure 3.
With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the
Socket NR-H or Ratchet (3/8” drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly
with the grooves on the Sprinkler for proper installation (Ref. Figure 4).
If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling
material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be
started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the “Vertical Adjustment” indicator on the
Protective Cap to check for proper installation height (Ref. Figure 3).
Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on
the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening
the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in
the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover
Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed,
there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6.
The following instructions must be implemented for the maintenance and service of the Model RC-RES.
When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and
Finish).
Model: RC-RES
(SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C) )
2-5/8 inch (68mm) or 3-1/4 inch (83mm) or 2-5/8 inch square (68mm), Order Separately from Sprinkler
Please refer to the chart below for available sizes, temperature, and finishes.
Standard Finishes Custom Finishes
2-5/8" Round, 140°F - - - - - -
3-1/4" Round, 140°F
2-5/8" Square, 140°F - - - - - - -
2-5/8" Round, 162°F - - - - - - -
3-1/4" Round, 162°F - - - - - - -
Socket NR-H
For use with a 3/8” drive ratchet (not included)
Socket NR-H Plastic
For use with a 1/2” drive ratchet (not included)
Cap Remover RC
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
June 20, 2022
JD Mechanical Fire Inc.
82579 Fleming Way #D
Indio, CA 92201
Re: Residential Fire Sprinkler Plan Review – VAN DER WERF
FSS2022-0206 / 53405 HUMBOLDT BLVD, 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: 53405 HUMBOLDT BLVD PERMIT#: FSS2022-0206 DATE
ISSUED: 6/20/2022
DESCRIPTION: VAN DER WERF CONTRACTOR: J D MECHANICAL FIRE INC
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.