FSS2022-0259ADDITIONAL 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 AMANDA@JDMECHAN
ICAL.CO
CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY
SUITE D
INDIO CA 92201 (760)775-6220 AMANDA@JDMECHAN
ICAL.CO
OWNER CBPIC CA OWNER I 601 S FIGUEROA STE
4900
LOS ANGELES CA 90011 (760)775-6220
CONDITIONS
Description: BERNETT / FIRE SPRINKLERS / BRES2021-0351
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM
HOMES
Status: FINALED Applied: 7/1/2022 ECON
Parcel No: 767690019 Site Address: 81310 AMUNDSON AVE LA QUINTA,CA 92253 Approved: 11/14/2022 RWI
Subdivision: TR 33076-2 Block: Lot: 27 Issued: 6/6/2023 ONLINE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 6/29/2023 LRO
Valuation: $10,000.00 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
FINANCIAL INFORMATION
Printed: Wednesday, September 27, 2023 9:07:21 AM 1 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0259
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD ROUGH
PIPING KHET 11/29/2022 11/30/2022 APPROVED
OVERHEAD HYRO KHET 11/29/2022 11/30/2022 APPROVED
FIRE FINAL**LRO 5/24/2023 5/24/2023 DISAPPROVE
D
Paint/Patchwork, Fee's
apply.
FIRE FINAL**LRO 6/7/2023 6/7/2023 NOT READY See Notes Arrived on site and was informed home was
not ready, will re-schedule. No Fee's.
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
FIRE FAILED OR
ADDITIONAL FIELD
INSPECTIONS
(EXCESSIVE) EACH
101-0000-42421 0 $175.00 $175.00 6/6/23 WEB15350 886637039 CREDIT 1020141 ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED
101-0000-42421 0 $250.00 $250.00 11/21/22 WEB13668 757150487 CREDIT 1020141 ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $250.00 $250.00 11/21/22 WEB13668 757150487 CREDIT 1020141 ECON
Total Paid for FIRE FEES: $675.00 $675.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 11/21/22 WEB13668 757150487 CREDIT 1020141 ECON
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 11/21/22 WEB13668 757150487 CREDIT 1020141 ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$691.00 $691.00
Printed: Wednesday, September 27, 2023 9:07:21 AM 2 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0259
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 7/1/2022 Etrakit Contractor 1ST SUBMITTAL FP-2
Bernett
Residence.pdf1st Floor
Piping.pdf
1
DOC 7/1/2022 Etrakit Contractor 1ST SUBMITTAL FP-3
Bernett
Residence.pdf2nd Floor
Piping.pdf
1
DOC 7/1/2022 Etrakit Contractor 1ST SUBMITTAL FP-1 Bernett
Residence.pdfSite.pdf 1
DOC 7/1/2022 Etrakit Contractor 1ST SUBMITTAL
HYDRAULIC CALCS Document.pdfCalc-2.pdf 1
DOC 7/1/2022 Etrakit Contractor 1ST SENJU SPRINKLERS Senju RC-QR 4.9
Pendant.pdf 1
BOND INFORMATION
FIRE FINAL**LRO 6/15/2023 6/15/2023 DISAPPROVE
D Paint/Patchwork, no fee's.
FIRE FINAL**LRO 6/29/2023 6/29/2023 APPROVED
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST FIRE - ETRAKIT
(2 WK)
KOHL
HETRICK
7/1/2022 7/18/2022 8/9/2022 REVISIONS REQUIRED SEE ATTACHMENTS
1ST PERMIT TECH –
ETRAKIT (1 DAY)
PERMIT TECH
BUCKET
7/1/2022 7/5/2022 7/1/2022 COMPLETE
2ND FIRE (1 WK)REBECCA
WINSCOTT
8/30/2022 9/6/2022 9/25/2022 REVISIONS REQUIRED
3RD FIRE (1 WK)REBECCA
WINSCOTT
11/2/2022 11/9/2022 11/14/2022 APPROVED
PARENT PROJECTS
Printed: Wednesday, September 27, 2023 9:07:21 AM 3 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0259
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 8/31/2022 Etrakit Contractor
Bernett
Residence.pdf1st Floo
Piping corrections.pdf
1
DOC 8/31/2022 Etrakit Contractor
Bernett
Residence.pdf2nd Floor
Piping corrections.pdf
1
DOC 8/31/2022 Etrakit Contractor
Bernett
Residence.pdfSite
corrections.pdf
1
DOC 8/31/2022 Etrakit Contractor Document.pdfCalc-1
corrections.pdf 1
DOC 8/31/2022 Etrakit Contractor Document.pdfCalc-2
corrections.pdf 1
DOC 8/31/2022 Etrakit Contractor Senju RC-QR 4.9
Pendant corrections.pdf 1
DOC 8/9/2022 KOHL HETRICK
FSS2022-0259 - 1ST
REVIEW - FIRE PLAN
CORRECTIONS.pdf
FSS2022-0259 - 1ST
REVIEW - FIRE PLAN
CORRECTIONS.pdf
1
DOC 11/14/2022 KOHL HETRICK
3RD SUMBITTAL
BERNETT
Document.pdfCalc-1.pdf
BERNETT
Document.pdfCalc-1.pdf 1
DOC 11/14/2022 KOHL HETRICK
3RD SUMBITTAL
BERNETT
Document.pdfCalc-2.pdf
BERNETT
Document.pdfCalc-2.pdf 1
DOC 11/14/2022 KOHL HETRICK
3RD SUMBITTAL
BERNETT
Document_2022-08-
31_114843.pdf
BERNETT
Document_2022-08-
31_114843.pdf
1
DOC 11/14/2022 KOHL HETRICK
3RD SUMBITTAL Bernett
Residence.pdfAS
Builds.pdf
Bernett
Residence.pdfAS
Builds.pdf
1
Printed: Wednesday, September 27, 2023 9:07:21 AM 4 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0259
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 11/14/2022 KOHL HETRICK
3RD SUMBITTAL
BERNETT Senju RC-QR
4.9 Pendant.pdf
BERNETT Senju RC-QR
4.9 Pendant.pdf 1
DOC 9/25/2022 REBECCA WINSCOTT LQ FSS2022-0259 Bernet
Residence DENIED.pdf
LQ FSS2022-0259 Bernet
Residence DENIED.pdf 1
DOC 11/14/2022 REBECCA WINSCOTT
LQ FSS2022-0259
Bernett Residence
APPROVED.pdf
LQ FSS2022-0259
Bernett Residence
APPROVED.pdf
1
DOC 11/14/2022 REBECCA WINSCOTT
LQ FSS2022-0259
Bernett Residence
COA.pdf
LQ FSS2022-0259
Bernett Residence
COA.pdf
1
Printed: Wednesday, September 27, 2023 9:07:21 AM 5 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0259
Fire Department Notes
A. The installation of new fire sprinkler systems or modifications to existing systems shall
comply with the following:
NFPA 13D 2016
CBC 2019
CFC 2019
Local Municipal Codes
Requirements of the AHJ
All Manufacture Installation Guidelines
Note: When conflict arrises between existing codes and standards,
the most stringent shall apply.
B. The Fire Department Shall require the following inspections and tests.
1. Overhead installation and hydrostatic test, ( prior to cover ).
a. Normal opperating pressure when no FDC is installed.
b. 200psi when FDC is required.
c. Two hour minimum.
2. Final sprinkler and underground, ( prior to building final ).
a. All inspections shall be scheduled by the contractor of record.
b. Inspections shall be scheduled 24 hours in advance.
GENERAL NOTES
1.General: All materials and devices shall conform to 2016 NFPA 13D standards. Installation
shall conform to all applcable State and Local Codes.
2.Scope of Work: Install a new Residential Fire Protection System.
3.Piping: All overhead pipe and fittings shall be CPVC unless otherwise noted.
4.Design: NFPA 13D 2016 Edition and CFC Chapter 80 Standards.
5.System Demand @ Source. Two Sprinklers Flowing (16X16 Spacing):
31 gpm @ ______psi ( AREA )
6.Water Supply Data: Water is supplied from public water main in street.
Static Pressure:
Information Source:
7.Sprinkler Head Spacing and Installation Requirements:Sprinklers shall not be located
Closer than 8'-0" apart where there is no intervening obstruction.
Sprinklers near potential obstruction shall be located per manufactures instructions.
8.Piping Supports: Piping shall be supported and restrained in conformance with local
plumbing codes and CPVC manufactures instructions . Eachpipe section that supplies
a drop to a sprinkler shall be secured no more than 12" from the drop to prevent laterial
and vertical movement.
9.Pipe lenghts are approximate for hydraulic calculation and plan review purposes only.
10.The owner shall furnish sufficant heat in all areas to prevent freezingof pipe.
11.Waterflow Switch and Alarm: By Others
a. A dedicated electrical circuit with a circuit breaker lock shall be provided for waterflow
horn/strobes.
b. An approved audible sprinkler waterflow alarm shall be visible from the street.
The device shall be listed for outdoor use.
An approved sign shall be placed at or near the device stating,
SPRINKLER FIRE ALARM - WHEN ALARM SOUNDS CALL 911
c. An approved audible sprinkler waterflow alarm module shall be conected to the
smoke detectors to alert occupants shall be provided.
NFPA 13D REFERANCE NOTES
1. NFPA 13D, Section 8.3.2
Sprinklers shall not be required in bathrooms of 55 sq. ft. and less.
2. NFPA 13D, Section 8.3.3
Sprinklers shall not be required in clothes closets, linen closets, and pantries
that meet all of the following conditions.
(1) The area of the space does not exceed 24 sq. ft.
(2) The walls and ceilings are surfaced with noncombustible or limited-combustible
material as defined in NFPA 220.
3.NFPA 13D Section 8.3.4
Sprinklers shall not be required in garages, open attached porches, carports, and
similar structures.
Note that CFC 2016 Chapter 80 Referance Standards requires attached garages,
attached porches, carports, and similar structures shall be sprinklered if there is
occupied living space above.
4. NFPA 13D Section 8.2.5.6 Shadow Areas
Shadow areas shall be permitted in the protection area of a sprinkler as long as
the cumulative dry areas do not exceed 15 sq. ft. (1.4 sq. m.) per sprinkler.
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
11/2/2022 9:03:49 AMFP-1
Site Plan As Builds
Project Number
LOT 27 B
11-02-22
JA
JDBERNETT RESIDENCE81310 Amundson AveLa Quinta, Ca.APN: 779-410-018
WH
WHFAU FAU
FAU
WHWHFAU
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 CADB locksFree.com.For all of your 2D & 3D CA D outsource requirements 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.)
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:
2
0.05 1 Gpm/SqFt
SqFt
31.4376 GPM
41.2101 Psi
5 GPM
0 GPM
4
8
2
WM
DOM
SOR
1"
2' -10"
1"
14' -0"1"12' -10"1"
12' -9"
1"
6' -10"
1"
7' -5"
1"
6' -7"
1"
11' -4"
1"
11' -4"
1"
11' -4"1"2' -2"1"15' -0"1"
2' -10"
1"
14' -0"
1"
3' -0"1"15' -8"1"13' -5"1"
10' -2"1"2' -9"1"6' -2"1"7' -6"1"
0' -5"
1"
0' -8"
1"
6' -11"1"2' -10"1"4' -10"1"
9' -10"1"5' -6"1"
1' -0"
1"
8' -5"
1"
4' -6"1"4' -0"1"4' -11"1"
0' -7"
1"
12' -0"
1"
1' -4"
1"
6' -10"1"3' -3"1"
12' -0"
1"
10' -2"
1"
1' -9"
1"
3' -6"
1"
3' -3"1"10' -1"1"
8' -1"1"6' -5"1"3' -9"1"
7' -0"1"12' -0"1"
7' -0"
1"
1' -4"1"10' -3"1"
5' -8"1"2' -0"1"
9' -3"
1"
7' -3"
1"
3' -2"1"12' -6"1"
5' -3"
1"
2' -8"
1"
8' -5"
1"
9' -7"
1"
10' -0"1"6' -11"1"
10' -3"1"6' -0"1"
5' -0"
1"
5' -2"
1"
2' -9"1"
5' -0"
1"
5' -0"
1"
0' -7"
1"
9' -10"
1"
0' -8"
1"
5' -11"
1"
0' -4"
1"
2' -10"
1"
14' -0"Up 1" x 3' -11"Up 1" x 12' -1"Up 1" x 2' -0"Up 1" x 2' -0"Up 1" x 9' -0"Dn 1" x 2' -0"Dn 1" x 2' -0"Dn 1" x 2' -0"Dn 1" x 2' -0"Dn 1" x 11' -0"Dn 1" x 2' -0"Dn 1" x 2' -0"BED 3
10'-1"
BATH
10'-1"BED 2
10'-1"
BATH 2
10'-1"
POW
10'-1"
GREAT ROOM
21'-0"
OFFICE
10'-1"
BATH
10'-1"
ELV
RM
ENTRY
11'-7"
REC ROOM
11'-7"
BAR
KITCHEN
21'-0"
PAN
10'-1"
BED 1
12'-1"
11'-1"
BATH 1
10'-1"
HIS
10'-1"
HERS
10'-1"
MECH
MUD
10'-1"
LNDRY
10'-1"POW
MECH
GARAGE
10'-1"
GUEST
LIV
10'-1"
ENTRY
MECH
GUEST
BED
10'-1"
BATH
10'-1"
1" FIRE RISER
NOTIFICATION DEVICE BY OTHERS
1-1/2" PVC UG BY OTHERS
6
OPEN TO
ABOVE
Supply Point
26 21
22
7
1
29
TOR
23
28
27
25
24
Fire Sprinkler Riser Detail
TOR
BOR
Domestic
Supply
Check
Flow Control
1" CPVC
Flow Switch Note Wiring by Others
300psi Gage
Sprinkler Box with Wrench & two
Sprinkler Heads Each Type
1/2" Drain to
Outside1"1"1-1/2" PVC UG BY OTHERS
Notification Device
Wired by Others
not to scale
Module Must Connect to the Multi
Station Smoke Alarm System and
the 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
11/2/2022 9:03:53 AMFP-2
1st Floor Piping Plan
As Builds
Project Number
LOT 27 B
11-02-22
JA
JDBERNETT RESIDENCE81310 Amundson AveLa Quinta, Ca.APN: 779-410-0181/8" = 1'-0"1 Piping Plan
Sprinkler Schedule
No. of
Sprklrs Description
SIN
(Hydratec)K-Factor
Orifice
Size Temp
76 Senju1/2 Light Concealed Temperature - 162 Finish - B Quick Response Model - Mirage
SIN - SS8464 K Factor - 4.9
SS8464 4.9 1/2" 162 °F
10 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
: 86
Total No. of Sprinklers: 86
FAU FAU FAU FAU
Water Supply Information
Static Pressure:
Residual Pressure:
Residual Flow:
Additional Hose Flow:
71.00 psi
61.80 psi
34 GPM
0 GPM
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
0.05 Gpm/SqFt
512 Max SqFt
31.0714 GPM
35.4936 Psi
5 GPM
0 GPM
16
1711
12
WM2SOR2
1"
7' -0"
1"
2' -2"
1"
2' -2"
1"
2' -7"1"7' -3"1"
13' -5"
1"
1' -6"1"5' -9"1"
4' -9"1"5' -3"1"
7' -0"
1"
5' -0"
1"
5' -2"1"
1' -9"
1"
4' -0"1"12' -0"1"
7' -0"
1"
7' -0"
1"
3' -5"
1"
7' -9"
1"
1' -9"
1"
2' -3"
1"
7' -5"
1"
8' -0"
1"
3' -3"
1"
7' -5"
1"
3' -2"1"12' -0"1"
7' -7"
1"
4' -5"
1"
4' -5"
1"
7' -7"
1"
6' -11"Up 1" x 9' -0"Up 1" x 9' -0"Dn 1" x 9' -0"Dn 1" x 22' -7"Dn 1" x 9' -0"CALC-2
1-1/2" WATER METER
1" FIRE RISER
INSPECTORS TEST
SECOND
MASTER
BED 5
9'-6"
BATH
9'-6"
CL 9'-6"
BED 4
9'-6"
ELV
OPEN
TO
BELOW
ATTIC
MECH
CL 9'-6"
BATH
9'-6"
PIPING @ 22'
2nd FLOOR
CEILING
THIS UP TO
2nd FLOOR
THIS UP TO
2nd FLOOR
18
15
19 3
520
DOM2
BOR2TOR2
141" x 2' -5"1"2' -9"1"13' -3"1"13' -3"1"13' -3"1"2' -9"1"2' -9"1"
10' -9"
1"
16' -0"
1"
16' -0"
1"
8' -2"1 1/2"30' -2"1 1/2"65' -6"1 1/2"10' -9"1 1/2"
6' -5"
jd@jdmechanical.co
Scale
Project number
Date
Drawn by
Checked by 82579 Fleming Way Suite DIndio Ca. 92201(760) 775-6220C-16 License # 1020141MECHANICALINC1/8" = 1'-0"11/2/2022 9:03:54 AMFP-3
2nd Floor Piping Plan
AS Builds
Project Number
LOT 27 B
11-02-22
JA
JDBERNETT RESIDENCE81310 Amundson AveLa Quinta, Ca.APN: 779-410-0181/8" = 1'-0"1 2nd Floor PipingSprinkler Schedule
No. of
Sprklrs Description
SIN
(Hydratec)K-Factor
Orifice
Size Temp
76 Senju1/2 Light Concealed Temperature - 162 Finish - B Quick Response Model - Mirage
SIN - SS8464 K Factor - 4.9
SS8464 4.9 1/2" 162 °F
10 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
: 86
Total No. of Sprinklers: 86
Southwest Fire Pros
31401 Reserve Drive Suite 2
Route 111
Thousand Palms, Ca.92276
760-343-2233
Job Name : Bernett Residence
Drawing :
Location :
Remote Area :
Contract :
Data File : Bernett Residence Area Calc-1.WXF
Computer Programs by Hydratec Inc. Revision: 50.54.4
Southwest Fire ProsPage 1 Bernett ResidenceDate 10203040E50R60U70S80S90E100R110P12013014015010 20 30 40 50 60 70 80 90FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 71 C2 - Residual Pressure: 61.8 C2 - Residual Flow : 34 D1 - Elevation : 5.648 D2 - System Flow : 31.438 D2 - System Pressure : 41.210 Hose ( Demand ) : _______D3 - System Demand : 31.438 Safety Margin : 21.831 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.54.4
Southwest Fire ProsPage 2 Bernett ResidenceDate 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
Southwest Fire Pros Page 3
Bernett Residence Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
SOR 71.0 61.8 34.0 63.041 31.44 41.21
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
21 10.04 4.9 7.04 13.0 0.05 256
22 11.0 7.3
4 13.0 12.34
23 11.0 20.07
TOR 13.0 26.67
DOM 0.94 34.18 5.0
24 -3.0 37.61
25 -3.0 41.13
WM -3.0 41.17
6 -3.0 41.2
SOR -3.0 41.21
26 10.04 4.9 7.52 13.44 0.05 256
8 11.0 13.51
27 11.0 16.08
28 13.0 15.41
29 13.0 15.35
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Revision: 50.54.4
Southwest Fire Pros Page 4
Bernett Residence 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
21 10.04 4.90 13.00 1 N 7.0 14.960 150 7.040
to 7.000 -0.416
22 11 13.0 1.101 21.960 0.0307 0.674 Vel = 4.38
22 11 13.44 1 2N 14.0 34.840 150 7.298
to 3R 3.0 17.000 -0.866
4 13 26.44 1.101 51.840 0.1140 5.910 Vel = 8.91
4 13 -10.73 1 4R 4.0 108.600 150 12.342
to 5N 35.0 49.000 0.866
23 11 15.71 1.101 2O 10.0 157.600 0.0436 6.864 Vel = 5.29
23 11 10.73 1 4O 20.0 29.500 150 20.072
to 2R 2.0 36.000 -0.866
TOR 13 26.44 1.101 2N 14.0 65.500 0.1140 7.468 Vel = 8.91
TOR 13 0.0 1 N 7.0 12.060 150 26.674
to R 1.0 8.000 5.223
DOM 0.94 26.44 1.101 20.060 0.1140 2.287 Vel = 8.91
DOM 0.94 + 5.00 5.00 1 N 7.0 3.940 150 34.184
to 7.000 1.706
24 -3 31.44 1.101 10.940 0.1571 1.719 Vel = 10.59
24 -3 0.0 1.5 3N 27.0 110.500 150 37.609
to 27.000 0.0
25 -3 31.44 1.598 137.500 0.0256 3.520 Vel = 5.03
25 -3 0.0 1 0.230 150 41.129
to 0.0
WM -3 31.44 1.101 0.230 0.1565 0.036 Vel = 10.59
WM -3 0.0 1 0.230 150 41.165
to 0.0
6 -3 31.44 1.101 0.230 0.1565 0.036 Vel = 10.59
6 -3 0.0 2 1.050 150 41.201
to 0.0
SOR -3 31.44 2.003 1.050 0.0086 0.009 Vel = 3.20
0.0
SOR 31.44 41.210 K Factor = 4.90
26 10.04 4.90 13.44 1 O 5.0 0.960 150 7.519
to 5.000 -0.416
22 11 13.44 1.101 5.960 0.0327 0.195 Vel = 4.53
0.0
22 13.44 7.298 K Factor = 4.98
4 13 10.72 1 N 7.0 2.000 150 12.342
to O 5.0 12.000 0.866
8 11 10.72 1.101 14.000 0.0215 0.301 Vel = 3.61
8 11 0.0 1 8R 8.0 92.490 150 13.509
to 2N 14.0 27.000 0.0
27 11 10.72 1.101 O 5.0 119.490 0.0215 2.567 Vel = 3.61
27 11 -5.74 1 3O 15.0 16.550 150 16.076
to N 7.0 22.000 -0.866
28 13 4.98 1.101 38.550 0.0052 0.200 Vel = 1.68
28 13 5.74 1 5R 5.0 114.700 150 15.410
to 6N 42.0 62.000 0.866
23 11 10.72 1.101 3O 15.0 176.700 0.0215 3.796 Vel = 3.61
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.4
Southwest Fire Pros Page 5
Bernett Residence 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
0.0
23 10.72 20.072 K Factor = 2.39
27 11 5.75 1 R 1.0 7.750 150 16.076
to N 7.0 13.000 -0.866
29 13 5.75 1.101 O 5.0 20.750 0.0067 0.140 Vel = 1.94
29 13 0.0 1 8.800 150 15.350
to 0.0
28 13 5.75 1.101 8.800 0.0068 0.060 Vel = 1.94
0.0
28 5.75 15.410 K Factor = 1.46
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.4
Southwest Fire Pros
31401 Reserve Drive Suite 2
Route 111
Thousand Palms, Ca.92276
760-343-2233
Job Name : Bernett Residence
Drawing :
Location : LOt 27B 81310 Amundson Ave
Remote Area : Calc-2
Contract :
Data File : Bernett Residence Area Calc-2.WXF
Computer Programs by Hydratec Inc. Revision: 50.54.4
Southwest Fire ProsPage 1 Bernett ResidenceDate 10203040E50R60U70S80S90E100R110P12013014015010 20 30 40 50 60 70 80 90FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 71 C2 - Residual Pressure: 61.8 C2 - Residual Flow : 34 D1 - Elevation : 10.477 D2 - System Flow : 31.071 D2 - System Pressure : 35.494 Hose ( Demand ) : _______D3 - System Demand : 31.071 Safety Margin : 27.718 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.54.4
Southwest Fire ProsPage 2 Bernett ResidenceDate 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
Southwest Fire Pros Page 3
Bernett Residence Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
SOR2 71.0 61.8 34.0 63.212 31.07 35.494
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
3 21.19 4.9 7.04 13.0 0.05 256
5 22.0 7.49
13 13.0 13.74
17 13.0 15.17
11 22.0 12.38
10 22.0 15.18
18 22.0 15.78
TOR2 22.0 16.2
DOM2 -0.61 29.28 5.0
BOR2 -3.0 31.91
14 -3.0 35.42
WM2 -3.0 35.45
15 -3.0 35.49
SOR2 -3.0 35.49
19 21.19 4.9 7.12 13.07 0.05 256
20 22.0 7.57
12 13.0 14.66
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Revision: 50.54.4
Southwest Fire Pros Page 4
Bernett Residence 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
3 21.19 4.90 13.00 1 N 7.0 14.060 150 7.040
to O 5.0 12.000 -0.351
5 22 13.0 1.101 26.060 0.0307 0.799 Vel = 4.38
5 22 -4.81 1 R 1.0 132.780 150 7.488
to 6N 42.0 48.000 3.898
13 13 8.19 1.101 O 5.0 180.780 0.0130 2.359 Vel = 2.76
13 13 0.0 1 2N 14.0 94.130 150 13.745
to R 1.0 15.000 0.0
17 13 8.19 1.101 109.130 0.0130 1.423 Vel = 2.76
17 13 8.38 1 N 7.0 11.180 150 15.168
to O 5.0 12.000 -3.898
11 22 16.57 1.101 23.180 0.0480 1.113 Vel = 5.58
11 22 9.50 1 2O 10.0 15.170 150 12.383
to 10.000 0.0
10 22 26.07 1.101 25.170 0.1111 2.797 Vel = 8.79
10 22 0.0 1 R 1.0 4.410 150 15.180
to 1.000 0.0
18 22 26.07 1.101 5.410 0.1111 0.601 Vel = 8.79
18 22 0.0 1 3.770 150 15.781
to 0.0
TOR2 22 26.07 1.101 3.770 0.1111 0.419 Vel = 8.79
TOR2 22 0.0 1 N 7.0 22.610 150 16.200
to 7.000 9.792
DOM2 -0.61 26.07 1.101 29.610 0.1111 3.291 Vel = 8.79
DOM2 -0.61 + 5.00 5.00 1 N 7.0 2.390 150 29.283
to R 1.0 8.000 1.035
BOR2 -3 31.07 1.101 10.390 0.1537 1.597 Vel = 10.47
BOR2 -3 0.0 1.5 3N 27.0 112.830 150 31.915
to 27.000 0.0
14 -3 31.07 1.598 139.830 0.0251 3.503 Vel = 4.97
14 -3 0.0 1 0.230 150 35.418
to 0.0
WM2 -3 31.07 1.101 0.230 0.1522 0.035 Vel = 10.47
WM2 -3 0.0 1 0.230 150 35.453
to 0.0
15 -3 31.07 1.101 0.230 0.1522 0.035 Vel = 10.47
15 -3 0.0 2 0.630 150 35.488
to 0.0
SOR2 -3 31.07 2.003 0.630 0.0095 0.006 Vel = 3.16
0.0
SOR2 31.07 35.494 K Factor = 5.22
19 21.19 4.90 13.07 1 N 7.0 14.060 150 7.115
to O 5.0 12.000 -0.351
20 22 13.07 1.101 26.060 0.0310 0.807 Vel = 4.40
20 22 4.81 1 2N 14.0 42.740 150 7.571
to R 1.0 15.000 3.898
12 13 17.88 1.101 57.740 0.0553 3.194 Vel = 6.03
12 13 -8.37 1 2N 14.0 61.160 150 14.663
to 3O 15.0 33.000 -3.898
11 22 9.51 1.101 4R 4.0 94.160 0.0172 1.618 Vel = 3.20
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.4
Southwest Fire Pros Page 5
Bernett Residence 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
0.0
11 9.51 12.383 K Factor = 2.70
5 22 4.81 1 R 1.0 16.000 150 7.488
to 1.000 0.0
20 22 4.81 1.101 17.000 0.0049 0.083 Vel = 1.62
0.0
20 4.81 7.571 K Factor = 1.75
12 13 8.38 1 N 7.0 30.170 150 14.663
to 7.000 0.0
17 13 8.38 1.101 37.170 0.0136 0.505 Vel = 2.82
0.0
17 8.38 15.168 K Factor = 2.15
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.4
GENERAL DESCRIPTION
The Model RC-QR Commercial Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They
are decorative and quick 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-QR should be your first choice when aesthetics is the major consideration for ultimate appeal and
unbeatable performance is desired.
They are to be installed per NFPA 13 guidelines.
The Model RC-QR has a 5.6 (80.6 LPM/bar1/2) K-factor.
For extended installation flexibility, the Model RC-QR 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-QR allows for an increased chance of occupants to escape or
evacuate in case of a fire. However, fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction
required by building codes.
Approvals:
Sprinkler Identification Number (SIN):
Maximum Working Pressure:
Discharge Coefficient (Nominal K-Factor):
Temperature Rating:
Vertical Adjustment:
Cover Plate Finishes:
Standard Finishes-
Custom Finishes-
Please see chart on page 7 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 Model RC-QR sprinklers are listed by UL and C-UL as quick response / standard coverage for use in accordance with NFPA.
Also the Model RC-QR is FM Approved as a Standard Response for No-Corrosive Atmospheres. The herein stated rules for use
and installation of the Model RC-QR 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.
The Model RC-QR must only be utilized in sprinkler systems per NFPA 13 guidelines.
For proper operational sensitivity, the Model RC-QR must be installed beneath a solid ceiling having a smooth or textured
surface.
Refer to NFPA 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of
Model RC-QR, due to the exposure of a heat source other than an actual fire.
Model RC-QR 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 leakage in the sprinkler system.
The Model RC-QR 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 inch (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 & Socket NR-H Combination (Ref. Figure 4). The grooves 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 Tool 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-QR.
When placing an order, please contact a local distributor with the following information (Model Name and Finish).
Model: RC-QR
(SS9561, Quick Response, Standard Coverage, Flat Concealed Sprinkler, Pendent, K5.6,
Temperature: 162°F(72°C))
cULus Listed 2-5/8 inch (68mm) or 3-1/4 inch (83mm) or 2-5/8 inch square (68mm), Order Separately from Sprinkler
FM Approved 2-5/8 inch (68mm) or 3-1/4 inch (83mm) , Order Separately from Sprinkler
Please refer to the chart below for available sizes, and finishes.
Standard Finishes Custom Finishes
2-5/8" Round, 140°F - - - -
3-1/4" Round, 140°F
2-5/8" Square, 140°F 1 - - - - - -
1: cULus listed only
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
November 14, 2022
JD Mechanical
Re: Residential Fire Sprinkler Plan Review – Bernett Residence
FSS2022-0259 (81310 Amundson Ave)
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.
Rebecca Winscott - 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: 81310 Amundson Ave PERMIT#: FSS2022-0259 DATE
ISSUED: 11/14/22
DESCRIPTION: Bernett Residence CONTRACTOR: JD Mechanical
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.