FSS2022-0357ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT J D MECHANICAL FIRE INC 82579 FLEMING WAY,
STE D
INDIO CA 92201 (760)775-6220 JD@JDMECHANICAL.C
O
CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY,
STE D
INDIO CA 92201 (760)775-6220 JD@JDMECHANICAL.C
O
CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES
E-MAIL AARON HICKSON 10/20/2022 10/20/2022
Regarding the above permit submittal. Do you have the
hydraulic calcs for review? If so please attach to the permit
number above.
CONDITIONS
Description: DISCOVERY / FIRE SPRINKLERS / BRES2021-0894
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM
HOMES
Status: ISSUED Applied: 10/20/2022 ECON
Parcel No: 767700033 Site Address: 53515 PIKE PL LA QUINTA,CA 92253 Approved: 12/17/2022 KHET
Subdivision: TR 33076-2 Block: Lot: 81 Issued: ONLINE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled:
Valuation: $25,000.00 Occupancy Type: Construction Type: Expired: 8/22/2023 LRO
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
Printed: Tuesday, July 18, 2023 4:34:00 PM 1 of 6
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0357
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
OWNER DISCOVERY BUILDERS 78140 CALLE TAMPICO LA QUINTA,CA 92253 (760)775-6220 KATHY@JDMECHANIC
AL
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
FINANCIAL INFORMATION
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 2/22/23 WEB14428 819765425 CREDIT 1020141 ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED
101-0000-42421 0 $250.00 $250.00 12/27/22 WEB13911 777349132 CREDIT 1020141 ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $250.00 $250.00 12/27/22 WEB13911 777349132 CREDIT 1020141 ECON
Total Paid for FIRE FEES: $675.00 $675.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 12/27/22 WEB13911 777349132 CREDIT 1020141 ECON
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $8.00 $8.00 12/27/22 WEB13911 777349132 CREDIT 1020141 ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $8.00 $8.00
TOTALS:$694.00 $694.00
Printed: Tuesday, July 18, 2023 4:34:00 PM 2 of 6
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0357
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 10/20/2022 Etrakit Contractor 1ST SUBMITTAL FP-2 Lot 81B.pdf1st Floor
Piping.pdf 1
DOC 10/20/2022 Etrakit Contractor 1ST SUBMITTAL FP-3 Lot 81B.pdf2nd Floor
Piping.pdf 1
DOC 10/20/2022 Etrakit Contractor 1ST SUBMITTAL FP-4 Lot 81B.pdfDetails.pdf 1
DOC 10/20/2022 Etrakit Contractor 1ST SUBMITTAL FP-1 Lot 81B.pdfSite Plan.pdf 1
BOND INFORMATION
OVERHEAD ROUGH
PIPING LRO 2/21/2023 2/21/2023 DISAPPROVE
D See Notes
Missing Sprinkler head in entry way on
second floor entering into bedroom 3. As
Builts are required to be obtained prior to
scheduling a final.
OVERHEAD HYRO LRO 2/21/2023 2/22/2023 DISAPPROVE
D
OVERHEAD ROUGH
PIPING LRO 2/22/2023 2/22/2023 APPROVED
OVERHEAD HYRO LRO 2/22/2023 2/22/2023 APPROVED
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST FIRE - ETRAKIT
(2 WK)
REBECCA
WINSCOTT 10/20/2022 11/3/2022 11/14/2022 REVISIONS REQUIRED Emailed applicant and requested hydraulic calcs
that were not uploaded
1ST PERMIT TECH –
ETRAKIT (1 DAY)
AARON
HICKSON
10/20/2022 10/21/2022 10/21/2022 COMPLETE
2ND FIRE (1 WK)KOHL
HETRICK
11/16/2022 11/23/2022 12/17/2022 APPROVED SEE ATTACHMENTS
PARENT PROJECTS
Printed: Tuesday, July 18, 2023 4:34:00 PM 3 of 6
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0357
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 10/20/2022 Etrakit Contractor 1ST SUBMITTAL
PENDANT
Senju Residential
Conceled Pendant lot
81.pdf
1
DOC 10/20/2022 Etrakit Contractor 1ST SUBMITTAL CVWD
Document_2022-09-
22_114051 connection
for 81 .pdf
1
DOC 10/20/2022 Etrakit Contractor 1ST SUBMITTAL
APPLICATION
Document_2022-10-
20_115557 LQ APP LOT
81.pdf
1
DOC 10/20/2022 Etrakit Contractor
Document_2022-09-
22_114051 connection
for 81_1.pdf
1
DOC 12/13/2022 Etrakit Contractor Document.pdfCalc-1 81
as built.pdf 1
DOC 12/13/2022 Etrakit Contractor
Document_2022-09-
22_114051 connection
for 81 _1.pdf
1
DOC 12/13/2022 Etrakit Contractor Lot 81B.pdf1st Floor
Piping 1st Corr.pdf 1
DOC 12/13/2022 Etrakit Contractor Lot 81B.pdf2nd Floor
Piping 1st Corr.pdf 1
DOC 12/13/2022 Etrakit Contractor Lot 81B.pdfDetail 1st
Correction.pdf 1
DOC 12/13/2022 Etrakit Contractor FP1 Lot 81B.pdfSite 1st
Corr.pdf 1
DOC 12/13/2022 Etrakit Contractor PENDENT SPRINKER
HEAD
Senju Residential
Conceled Pendant lot 81
as builts.pdf
1
DOC 12/15/2022 Etrakit Contractor 2ND SUBMITTAL - FP2 1st Floor Piping 2nd
Correction x3.pdf 1
Printed: Tuesday, July 18, 2023 4:34:00 PM 4 of 6
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0357
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 12/15/2022 Etrakit Contractor 2ND SUBMITTAL - FP3 2nd Floor Piping 2nd
Correctionx3.pdf 1
DOC 12/15/2022 Etrakit Contractor 2ND SUBMITTAL - FP4 Detail 2nd
Correctionx2.pdf 1
DOC 12/15/2022 Etrakit Contractor 2ND SUBMITTAL - FP1 Lot 81B.pdfSite 2nd
Correction x3.pdf 1
DOC 12/15/2022 Etrakit Contractor 2ND SUBMITTAL -
HYDRAULIC CALCS
Document.pdfCalc-
1x3.pdf 1
DOC 12/15/2022 Etrakit Contractor CVWD CONNECTION
CHARGE ESTIMATE
Document_2022-09-
22_114051 connection
for 81x3.pdf
1
DOC 12/15/2022 Etrakit Contractor SECOND SUBMITTAL
HYDRAULIC CALCS
Document.pdfCalc-
2x3.pdf 1
DOC 12/15/2022 Etrakit Contractor SPRINKLER SPECS Senju Residential
Conceled Pendantx3.pdf 1
DOC 2/22/2023 Etrakit Contractor Lot 81B.pdf2nd Floor As
Builds.pdf 81 ab.pdf 1
DOC 2/22/2023 Etrakit Contractor Lot 81B.pdfDetails As
Build.pdf 81 ab.pdf 1
DOC 2/22/2023 Etrakit Contractor Lot 81B.pdfSite As
Builds.pdf 81 ab.pdf 1
DOC 2/22/2023 Etrakit Contractor Document.pdfCalc-1.pdf
81 ab.pdf 1
DOC 2/22/2023 Etrakit Contractor Document.pdfCalc-2.pdf
81 ab.pdf 1
DOC 2/22/2023 Etrakit Contractor
Document_2022-09-
22_114051 connection
for 81.pdf 81 ab.pdf
1
DOC 2/22/2023 Etrakit Contractor Lot 81B.pdf1st Floor As
Build.pdf 81ab.pdf 1
Printed: Tuesday, July 18, 2023 4:34:00 PM 5 of 6
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0357
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 12/17/2022 KOHL HETRICK
FSS2022-0357 -
APPROVED PLANS AND
CALCS.pdf
FSS2022-0357 -
APPROVED PLANS AND
CALCS.pdf
1
DOC 12/17/2022 KOHL HETRICK FSS2022-0357 - COA
AND JOB CARD.pdf
FSS2022-0357 - COA
AND JOB CARD.pdf 1
DOC 2/22/2023 LEILANI ROJAS FSS2022-0357 LMR INSP
NOTES 2-21-23.pdf
FSS2022-0357 LMR INSP
NOTES 2-21-23.pdf 1
DOC 11/14/2022 REBECCA WINSCOTT
LQ FSS2022-0357
Hydraulic
Calculations.pdf
LQ FSS2022-0357
Hydraulic
Calculations.pdf
1
DOC 11/14/2022 REBECCA WINSCOTT
LQ FSS2022-0357
Madison Club Lot
81B.pdf DENIED PLAN
LQ FSS2022-0357
Madison Club Lot
81B.pdf
1
Printed: Tuesday, July 18, 2023 4:34:00 PM 6 of 6
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0357
1"
1"
MASTER
BEDROOM 2 W.I.C.
W.I.C.
MSTR
BATH 1
MSTR
BATH 2
GARAGE AV LAUNDRY
GALLERY
KITCHEN
MECH 1
PANTRY
OUTDOOR
LIVING 1
GREAT
ROOM
HALL
MECH 2
PWDR
MASTER
BEDROOM 1
ENTRY
OUTDOOR
LIVING 2OPEN
TO
ABOVE
24'-0"
UP TO
2nd FLOOR
CEILING
DOWN FROM
2nd FLOOR
CEILING
1 1/2"
30' -10"1 1/2"58' -6"1 1/2"
15' -6"1 1/2"1' -9"1"
14' -0"1"3' -8"1"5' -6"1"
8' -0"
1"
2' -6"1"5' -10"1" x 11' -6"1" x 4' -6"1"10' -10"1"10' -10"1"
16' -0"1"10' -10"1"
10' -6"
1"
5' -6"
1"
9' -11"1"4' -1"1"3' -8"1"
4' -9"
1"
3' -7"
1"
5' -7"
1"
2' -8"1"2' -8"1"1' -4"1"
9' -6"1"
2' -5"1" x 12' -0"1"
2' -7"1" x 12' -0"1"13' -0"1"2' -0"1"11' -4"1"
12' -7"1"7' -4"1"
1' -5"1"2' -10"1"
2' -10"
1"
8' -6"1"2' -4"1"7' -2"1"0' -9"1"0' -9"1"
16' -0"
1"
10' -0"
1"
16' -0"1"0' -9"1"
0' -10"1"7' -4"1"
3' -4"1"6' -5"1"
9' -5"
1"
14' -0"
1"
12' -0"1"8' -10"1"
12' -0"1"8' -10"1"
1' -5"1"2' -4"1"
10' -3"1"1' -8"1"
8' -0"1"1' -8"1"
10' -3"1"1' -11"1"1' -11"1"3' -3"1"3' -3"1"
12' -10"
1"
3' -4"1"4' -7"1"
0' -10"
1"
12' -9"
1"
1' -0"
1"
3' -1"
1"
10' -5"
1"
3' -7"1"10' -6"1"
8' -0"
1"
1' -11"
1"
0' -5"
1"
10' -11"
1"
1' -1"1"1' -1"1"
6' -4"1"7' -1"1"
0' -8"
1"
1' -0"1" x 7' -0"1"
9' -8"1"2' -8"1" x 12' -0"1"1' -2"1"1' -2"1"1' -2"1"
12' -4"NOTIFICATION DEVICE BY OTHERS1" RISER
UP TO
2nd FLOOR
CEILING
10
1
BOR
DOM
13 129
8 7 6
23
TOR
CALC-1
2
FP-21" x 12' -0"jd@jdmechanical.co
Scale
Project number
Date
Drawn by
Checked by 82579 Fleming Way Suite DIndio Ca. 92201(760) 775-6220C-16 License # 1020141MECHANICALINC3/16" = 1'-0"12/14/2022 6:18:41 AMFP-2
1st Floor Piping Plan
2nd Correction
Project Number
LOT 81B
12-14-22
JA
JDTHE MADISON CLUBLOT 81B53515 Pike PlaceLa Quinta, Ca. 92253Sprinkler Schedule
No. of
Sprklrs Description
SIN
(Hydratec)K-Factor
Orifice
Size Temp
62 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
9 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
: 71
Total No. of Sprinklers: 71
3/16" = 1'-0"1 1st Floor Piping Plan
3/16" = 1'-0"2 Section 1
NOTE:
Section 1 shows
up to 2nd Floor
FP-2 Piping Plan
has this pipe hidden in view
52
52
45
45
45
22
DN
21DN (23)RISERSTREADS11/ "21withBEDROOM 4
BATH 4
BATH 3
W.I.C.
BEDROOM 3
W.I.C.
STORAGE
DECK 1
DECK 2
BRIDGE
BED 5
SITTINGBEDROOM 5
BA 5
1"
1"
SLOPE 1/4"
PER FOOT
SLOPE 1/4"
PER FOOT SLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOT
SLOPE 1/4"PER FOOTSLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOT
SLOPE 1/4"PER FOOTWater Supply Information
Static Pressure:
Residual Pressure:
Residual Flow:
Additional Hose Flow:
80.52 psi
66.11 psi
33 GPM
0 GPM
1 1/2"
30' -10"1 1/2"58' -6"1 1/2"
15' -6"1 1/2"1' -9"1"5' -10"1" x 11' -6"1" x 4' -6"1" x 12' -0"1" x 12' -0"1"
6' -3"1"16' -0"1"7' -0"1"
0' -6"
1"
0' -6"
1"
8' -6"
1"
8' -6"1" x 12' -0"1"10' -8"1"12' -2"1"8' -6"1"9' -8"1"10' -1"1"
3' -1"1"3' -7"1"
0' -5"
1"
1' -5"
1"
0' -5"
1"
12' -1"
1"
3' -0"
1"
6' -6"1"6' -0"1"6' -0"1"8' -5"1"8' -5"1"
4' -2"
1"
2' -2"1"6' -0"1"
2' -5"1"7' -6"1"
11' -6"1"8' -0"1"8' -0"1"10' -4"1"0' -4"1"15' -8"1"
0' -4"1" x 12' -0"1"
8' -1"
1"
12' -0"1"6' -6"1"
0' -9"
1"
2' -7"
1"
2' -4"1"6' -6"1"6' -6"1"
3' -1"
1"
9' -7"
1"
4' -0"1"2' -8"1"
7' -6"1"6' -6"1"
1' -7"1"1' -11"1"
1' -4"
1"
1' -4"
1"
12' -2"
1"
8' -10"
1"
4' -0"
1"
3' -10"1"11' -0"1"8' -7"1"
1' -9"
UP FROM
BELOW
UP FROM
BELOW
UP FROM
BELOW
OPEN
TO
BELOW
INSPECTORS TEST
1" RISER
10'-0"
10'-0"
10'-0"
10'-0"10'-0"10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"1-1/2" PVC UNDERGROUND BY OTHERSCalc-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
31.2932 GPM
43.2598 Psi
5 GPM
0 GPM
BOR
DOM
9
11
TOR
4
5
CORRECTION REFLECT PROPER NODES>
NOTE:
UNDERGROUND IS AT -3 FEET, MAINS ARE
AT 25 FEET
BOR AT -3', TOR AT 25'.
THIS IS THE PROPER HYDRAULIC CONFIGURATION
FOR THE MOST REMOTE AT PROJECTED CEILING
HEIGHT.
RISER SERVICES BOTH FIRST AND 2ND FLOOR AS
SHOWN ON DETAIL FP-4.
ADD ACTUAL AS DRAWN RISER SECTION VIEW FP-2
7' - 10"7' - 3"
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
2
Gpm/SqFt
512 Max SqFt
31.0858 GPM
44.7739 Psi
5 GPM
0 GPM
16
19
20
1817
12' - 0"
2
FP-2
jd@jdmechanical.co
Scale
Project number
Date
Drawn by
Checked by 82579 Fleming Way Suite DIndio Ca. 92201(760) 775-6220C-16 License # 1020141MECHANICALINC3/16" = 1'-0"12/14/2022 6:22:49 AMFP-3
2nd Floor Piping PLan
2nd Correction
Project Number
LOT 81B
12-14-22
JA
JDTHE MADISON CLUBLOT 81B53515 Pike PlaceLa Quinta, Ca 922533/16" = 1'-0"1 2nd Floor Piping Plan
Sprinkler Schedule
No. of
Sprklrs Description
SIN
(Hydratec)K-Factor
Orifice
Size Temp
62 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
9 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
: 71
Total No. of Sprinklers: 71
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"
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.)
SPRINKLER PIPEINSULATION
BOTTOM CORD OF ROOF TRUSS
OR CEILING JOIST
PIPE INSULATION DETAIL
BEDROOM 5
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 )
1" CPVC
1 1/2"
30' -10"1 1/2"58' -6"1 1/2"
15' -6"1 1/2"1' -9"1"5' -10"1" x 11' -6"1" x 12' -0"1"10' -8"1"
3' -0"
1"
6' -6"1"6' -0"1"6' -0"1" RISER
1" WATER METER
10'-0"
10'-0"1-1/2" PVC UNDERGROUND BY OTHERSBOR
DOM
9
TOR
WMSOR
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
12/14/2022 6:23:23 AMFP-4
Details 2nd Correction
Project Number
LOT 81B
12-14-22
JA
JDTHE MADISON CLUBLOT 81B53515 Pike PlaceLa Quinta, Ca. 922533/16" = 1'-0"6 UG
1"
1"
MASTER
BEDROOM 2 W.I.C.
W.I.C.
MSTR
BATH 1
MSTR
BATH 2
GARAGE AV LAUNDRY
GALLERY
KITCHEN
MECH 1
PANTRY
OUTDOOR
LIVING 1
GREAT
ROOM
HALL
MECH 2
PWDR
MASTER
BEDROOM 1
ENTRY
OUTDOOR
LIVING 2OPEN
TO
ABOVE
24'-0"
UP TO
2nd FLOOR
CEILING
DOWN FROM
2nd FLOOR
CEILING
1 1/2"
30' -10"1 1/2"58' -6"1 1/2"
15' -6"1 1/2"1' -9"1"
14' -0"1"3' -8"1"5' -6"1"
8' -0"
1"
2' -6"1"5' -10"1" x 11' -6"1" x 4' -6"1"10' -10"1"10' -10"1"
16' -0"1"10' -10"1"
10' -6"
1"
5' -6"
1"
9' -11"1"4' -1"1"3' -8"1"
4' -9"
1"
3' -7"
1"
5' -7"
1"
2' -8"1"2' -8"1"1' -4"1"
9' -6"1"
2' -5"1" x 12' -0"1"
2' -7"1" x 12' -0"1"13' -0"1"2' -0"1"11' -4"1"
12' -7"1"7' -4"1"
1' -5"1"2' -10"1"
2' -10"
1"
8' -6"1"2' -4"1"7' -2"1"0' -9"1"0' -9"1"
16' -0"
1"
10' -0"
1"
16' -0"1"0' -9"1"
0' -10"1"7' -4"1"
3' -4"1"6' -5"1"
9' -5"
1"
14' -0"
1"
12' -0"1"8' -10"1"
12' -0"1"8' -10"1"
1' -5"1"2' -4"1"
10' -3"1"1' -8"1"
8' -0"1"1' -8"1"
10' -3"1"1' -11"1"1' -11"1"3' -3"1"3' -3"1"
12' -10"
1"
3' -4"1"4' -7"1"
0' -10"
1"
12' -9"
1"
1' -0"
1"
3' -1"
1"
10' -5"
1"
3' -7"1"10' -6"1"
8' -0"
1"
1' -11"
1"
0' -5"
1"
10' -11"
1"
1' -1"1"1' -1"1"
6' -4"1"7' -1"1"
0' -8"
1"
1' -0"1" x 7' -0"1"
9' -8"1"2' -8"1" x 12' -0"1"1' -2"1"1' -2"1"1' -2"1"
12' -4"NOTIFICATION DEVICE BY OTHERS1" RISER
UP TO
2nd FLOOR
CEILING
10
1
BOR
DOM
13 129
8 7 6
23
TOR
CALC-1
2
FP-21" x 12' -0"jd@jdmechanical.co
Scale
Project number
Date
Drawn by
Checked by 82579 Fleming Way Suite DIndio Ca. 92201(760) 775-6220C-16 License # 1020141MECHANICALINC3/16" = 1'-0"12/14/2022 6:18:41 AMFP-2
1st Floor Piping Plan
2nd Correction
Project Number
LOT 81B
12-14-22
JA
JDTHE MADISON CLUBLOT 81B53515 Pike PlaceLa Quinta, Ca. 92253Sprinkler Schedule
No. of
Sprklrs Description
SIN
(Hydratec)K-Factor
Orifice
Size Temp
62 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
9 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
: 71
Total No. of Sprinklers: 71
3/16" = 1'-0"1 1st Floor Piping Plan
3/16" = 1'-0"2 Section 1
NOTE:
Section 1 shows
up to 2nd Floor
FP-2 Piping Plan
has this pipe hidden in view
52
52
45
45
45
22
DN
21DN (23)RISERSTREADS11/ "21withBEDROOM 4
BATH 4
BATH 3
W.I.C.
BEDROOM 3
W.I.C.
STORAGE
DECK 1
DECK 2
BRIDGE
BED 5
SITTINGBEDROOM 5
BA 5
1"
1"
SLOPE 1/4"
PER FOOT
SLOPE 1/4"
PER FOOT SLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOT
SLOPE 1/4"PER FOOTSLOPE 1/4"PER FOOTSLOPE 1/4"
PER FOOT
SLOPE 1/4"PER FOOTWater Supply Information
Static Pressure:
Residual Pressure:
Residual Flow:
Additional Hose Flow:
80.52 psi
66.11 psi
33 GPM
0 GPM
1 1/2"
30' -10"1 1/2"58' -6"1 1/2"
15' -6"1 1/2"1' -9"1"5' -10"1" x 11' -6"1" x 4' -6"1" x 12' -0"1" x 12' -0"1"
6' -3"1"16' -0"1"7' -0"1"
0' -6"
1"
0' -6"
1"
8' -6"
1"
8' -6"1" x 12' -0"1"10' -8"1"12' -2"1"8' -6"1"9' -8"1"10' -1"1"
3' -1"1"3' -7"1"
0' -5"
1"
1' -5"
1"
0' -5"
1"
12' -1"
1"
3' -0"
1"
6' -6"1"6' -0"1"6' -0"1"8' -5"1"8' -5"1"
4' -2"
1"
2' -2"1"6' -0"1"
2' -5"1"7' -6"1"
11' -6"1"8' -0"1"8' -0"1"10' -4"1"0' -4"1"15' -8"1"
0' -4"1" x 12' -0"1"
8' -1"
1"
12' -0"1"6' -6"1"
0' -9"
1"
2' -7"
1"
2' -4"1"6' -6"1"6' -6"1"
3' -1"
1"
9' -7"
1"
4' -0"1"2' -8"1"
7' -6"1"6' -6"1"
1' -7"1"1' -11"1"
1' -4"
1"
1' -4"
1"
12' -2"
1"
8' -10"
1"
4' -0"
1"
3' -10"1"11' -0"1"8' -7"1"
1' -9"
UP FROM
BELOW
UP FROM
BELOW
UP FROM
BELOW
OPEN
TO
BELOW
INSPECTORS TEST
1" RISER
10'-0"
10'-0"
10'-0"
10'-0"10'-0"10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"1-1/2" PVC UNDERGROUND BY OTHERSCalc-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
31.2932 GPM
43.2598 Psi
5 GPM
0 GPM
BOR
DOM
9
11
TOR
4
5
CORRECTION REFLECT PROPER NODES>
NOTE:
UNDERGROUND IS AT -3 FEET, MAINS ARE
AT 25 FEET
BOR AT -3', TOR AT 25'.
THIS IS THE PROPER HYDRAULIC CONFIGURATION
FOR THE MOST REMOTE AT PROJECTED CEILING
HEIGHT.
RISER SERVICES BOTH FIRST AND 2ND FLOOR AS
SHOWN ON DETAIL FP-4.
ADD ACTUAL AS DRAWN RISER SECTION VIEW FP-2
7' - 10"7' - 3"
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
2
Gpm/SqFt
512 Max SqFt
31.0858 GPM
44.7739 Psi
5 GPM
0 GPM
16
19
20
1817
12' - 0"
2
FP-2
jd@jdmechanical.co
Scale
Project number
Date
Drawn by
Checked by 82579 Fleming Way Suite DIndio Ca. 92201(760) 775-6220C-16 License # 1020141MECHANICALINC3/16" = 1'-0"12/14/2022 6:22:49 AMFP-3
2nd Floor Piping PLan
2nd Correction
Project Number
LOT 81B
12-14-22
JA
JDTHE MADISON CLUBLOT 81B53515 Pike PlaceLa Quinta, Ca 922533/16" = 1'-0"1 2nd Floor Piping Plan
Sprinkler Schedule
No. of
Sprklrs Description
SIN
(Hydratec)K-Factor
Orifice
Size Temp
62 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
9 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
: 71
Total No. of Sprinklers: 71
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"
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.)
SPRINKLER PIPEINSULATION
BOTTOM CORD OF ROOF TRUSS
OR CEILING JOIST
PIPE INSULATION DETAIL
BEDROOM 5
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 )
1" CPVC
1 1/2"
30' -10"1 1/2"58' -6"1 1/2"
15' -6"1 1/2"1' -9"1"5' -10"1" x 11' -6"1" x 12' -0"1"10' -8"1"
3' -0"
1"
6' -6"1"6' -0"1"6' -0"1" RISER
1" WATER METER
10'-0"
10'-0"1-1/2" PVC UNDERGROUND BY OTHERSBOR
DOM
9
TOR
WMSOR
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
12/14/2022 6:23:23 AMFP-4
Details 2nd Correction
Project Number
LOT 81B
12-14-22
JA
JDTHE MADISON CLUBLOT 81B53515 Pike PlaceLa Quinta, Ca. 922533/16" = 1'-0"6 UG
JD Mechanical Fire
82579 Fleming Way Suite D
Your Street Address 2
Indio, Ca. 92201
760-775-6220
Job Name : Lot 81B
Drawing :
Location : 53515 Pikes Place
Remote Area : Calc-1
Contract :
Data File : Lot 81B Area Calc-1.WXF
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical FirePage 1 Lot 81BDate 10203040E50R60U70S80S90E100R110P12013014015010 20 30 40 50 60 70 80 90FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 80.52 C2 - Residual Pressure: 66.11 C2 - Residual Flow : 33 D1 - Elevation : 5.713 D2 - System Flow : 31.293 D2 - System Pressure : 43.260 Hose ( Demand ) : _______D3 - System Demand : 31.293 Safety Margin : 24.199 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical FirePage 2 Lot 81BDate 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
Lot 81B Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
15 80.52 66.11 33.0 67.458 31.29 43.26
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
1 10.19 4.9 7.04 13.0 0.05 256
2 13.0 6.49
3 13.0 9.2
4 25.0 5.49
5 25.0 8.58
6 13.0 24.99
7 13.0 26.55
8 13.0 27.09
9 13.0 27.8
DOM 1.53 35.97 5.0
BOR -3.0 39.73
SOR -3.0 43.11
WM -3.0 43.18
14 -3.0 43.24
15 -3.0 43.26
10 10.19 4.9 7.36 13.29 0.05 256
11 25.0 5.63
18 25.0 5.54
20 25.0 5.57
12 13.0 26.57
13 13.0 27.2
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 4
Lot 81B 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 10.19 4.90 13.00 1 N 7.0 13.730 150 7.040
to R 1.0 8.000 -1.217
2 13 13.0 1.101 21.730 0.0306 0.666 Vel = 4.38
2 13 13.29 1 2O 10.0 14.000 150 6.489
to 10.000 0.0
3 13 26.29 1.101 24.000 0.1129 2.709 Vel = 8.86
3 13 -13.55 1 2R 2.0 26.370 150 9.198
to 3O 15.0 24.000 -5.197
4 25 12.74 1.101 N 7.0 50.370 0.0295 1.487 Vel = 4.29
4 25 -3.96 1 11R 11.0 132.230 150 5.488
to 5N 35.0 76.000 0.0
5 25 8.78 1.101 6O 30.0 208.230 0.0148 3.092 Vel = 2.96
5 25 17.51 1 4O 20.0 54.320 150 8.580
to 3N 21.0 45.000 5.197
6 13 26.29 1.101 4R 4.0 99.320 0.1129 11.210 Vel = 8.86
6 13 -10.46 1 2R 2.0 33.360 150 24.987
to 2.000 0.0
7 13 15.83 1.101 35.360 0.0441 1.561 Vel = 5.33
7 13 -2.11 1 16.000 150 26.548
to 0.0
8 13 13.72 1.101 16.000 0.0339 0.542 Vel = 4.62
8 13 -4.83 1 2R 2.0 33.080 150 27.090
to N 7.0 14.000 0.0
9 13 8.89 1.101 O 5.0 47.080 0.0152 0.714 Vel = 3.00
9 13 17.40 1 2O 10.0 17.340 150 27.804
to R 1.0 11.000 4.968
DOM 1.53 26.29 1.101 28.340 0.1129 3.199 Vel = 8.86
DOM 1.53 + 5.00 5.00 1 N 7.0 4.530 150 35.971
to 7.000 1.962
BOR -3 31.29 1.101 11.530 0.1558 1.796 Vel = 10.54
BOR -3 0.0 1.5 3N 27.0 106.350 150 39.729
to 27.000 0.0
SOR -3 31.29 1.598 133.350 0.0254 3.384 Vel = 5.01
SOR -3 0.0 1 0.420 150 43.113
to 0.0
WM -3 31.29 1.101 0.420 0.1571 0.066 Vel = 10.54
WM -3 0.0 1 0.420 150 43.179
to 0.0
14 -3 31.29 1.101 0.420 0.1548 0.065 Vel = 10.54
14 -3 0.0 1.5 0.610 150 43.244
to 0.0
15 -3 31.29 1.598 0.610 0.0262 0.016 Vel = 5.01
0.0
15 31.29 43.260 K Factor = 4.76
10 10.19 4.90 13.29 1 N 7.0 3.890 150 7.359
to 7.000 -1.217
2 13 13.29 1.101 10.890 0.0319 0.347 Vel = 4.48
0.0
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 5
Lot 81B 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
2 13.29 6.489 K Factor = 5.22
3 13 13.56 1 3O 15.0 27.020 150 9.198
to N 7.0 22.000 -5.197
11 25 13.56 1.101 49.020 0.0331 1.625 Vel = 4.57
11 25 3.95 1 3N 21.0 31.530 150 5.626
to 3R 3.0 24.000 0.0
5 25 17.51 1.101 55.530 0.0532 2.954 Vel = 5.90
0.0
5 17.51 8.580 K Factor = 5.98
4 25 3.95 1 O 5.0 8.080 150 5.488
to R 1.0 6.000 0.0
18 25 3.95 1.101 14.080 0.0034 0.048 Vel = 1.33
18 25 0.0 1 R 1.0 10.110 150 5.536
to 1.000 0.0
20 25 3.95 1.101 11.110 0.0034 0.038 Vel = 1.33
20 25 0.0 1 R 1.0 7.340 150 5.574
to N 7.0 8.000 0.0
11 25 3.95 1.101 15.340 0.0034 0.052 Vel = 1.33
0.0
11 3.95 5.626 K Factor = 1.67
6 13 10.47 1 3O 15.0 44.920 150 24.987
to 2N 14.0 32.000 0.0
12 13 10.47 1.101 3R 3.0 76.920 0.0205 1.580 Vel = 3.53
12 13 2.10 1 O 5.0 16.000 150 26.567
to R 1.0 6.000 0.0
13 13 12.57 1.101 22.000 0.0288 0.634 Vel = 4.24
13 13 4.84 1 R 1.0 10.470 150 27.201
to 1.000 0.0
9 13 17.41 1.101 11.470 0.0526 0.603 Vel = 5.87
0.0
9 17.41 27.804 K Factor = 3.30
7 13 2.11 1 O 5.0 11.550 150 26.548
to R 1.0 6.000 0.0
12 13 2.11 1.101 17.550 0.0011 0.019 Vel = 0.71
0.0
12 2.11 26.567 K Factor = 0.41
8 13 4.83 1 2O 10.0 11.550 150 27.090
to R 1.0 11.000 0.0
13 13 4.83 1.101 22.550 0.0049 0.111 Vel = 1.63
0.0
13 4.83 27.201 K Factor = 0.93
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 : Lot 81B
Drawing :
Location : 53515 Pike Place
Remote Area : Calc-2
Contract :
Data File : Lot 81B Area Calc-2.WXF
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical FirePage 1 Lot 81BDate 10203040E50R60U70S80S90E100R110P12013014015010 20 30 40 50 60 70 80 90FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 80.52 C2 - Residual Pressure: 66.11 C2 - Residual Flow : 33 D1 - Elevation : 11.776 D2 - System Flow : 31.086 D2 - System Pressure : 44.774 Hose ( Demand ) : _______D3 - System Demand : 31.086 Safety Margin : 22.844 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical FirePage 2 Lot 81BDate 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
Lot 81B Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
15 80.52 66.11 33.0 67.618 31.09 44.774
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
16 24.19 4.9 7.04 13.0 0.05 256
17 25.0 6.87
18 25.0 6.96
4 25.0 7.32
5 25.0 10.41
6 13.0 26.65
7 13.0 28.19
8 13.0 28.73
9 13.0 29.43
DOM 1.53 37.55 5.0
BOR -3.0 41.29
SOR -3.0 44.63
WM -3.0 44.69
14 -3.0 44.76
15 -3.0 44.77
19 24.19 4.9 7.13 13.08 0.05 256
20 25.0 6.96
11 25.0 7.52
3 13.0 12.62
12 13.0 28.21
13 13.0 28.84
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 4
Lot 81B 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
16 24.19 4.90 13.00 1 O 5.0 0.810 150 7.040
to 5.000 -0.351
17 25 13.0 1.101 5.810 0.0306 0.178 Vel = 4.38
17 25 0.0 1 R 1.0 1.890 150 6.867
to 1.000 0.0
18 25 13.0 1.101 2.890 0.0308 0.089 Vel = 4.38
18 25 -1.20 1 O 5.0 8.080 150 6.956
to R 1.0 6.000 0.0
4 25 11.8 1.101 14.080 0.0256 0.361 Vel = 3.98
4 25 -3.01 1 11R 11.0 132.230 150 7.317
to 5N 35.0 76.000 0.0
5 25 8.79 1.101 6O 30.0 208.230 0.0149 3.093 Vel = 2.96
5 25 17.30 1 4O 20.0 54.320 150 10.410
to 3N 21.0 45.000 5.197
6 13 26.09 1.101 4R 4.0 99.320 0.1112 11.047 Vel = 8.79
6 13 -10.39 1 2R 2.0 33.360 150 26.654
to 2.000 0.0
7 13 15.7 1.101 35.360 0.0435 1.538 Vel = 5.29
7 13 -2.09 1 16.000 150 28.192
to 0.0
8 13 13.61 1.101 16.000 0.0334 0.534 Vel = 4.59
8 13 -4.79 1 2R 2.0 33.080 150 28.726
to N 7.0 14.000 0.0
9 13 8.82 1.101 O 5.0 47.080 0.0150 0.704 Vel = 2.97
9 13 17.27 1 2O 10.0 17.340 150 29.430
to R 1.0 11.000 4.968
DOM 1.53 26.09 1.101 28.340 0.1112 3.152 Vel = 8.79
DOM 1.53 + 5.00 5.00 1 N 7.0 4.530 150 37.550
to 7.000 1.962
BOR -3 31.09 1.101 11.530 0.1539 1.774 Vel = 10.48
BOR -3 0.0 1.5 3N 27.0 106.350 150 41.286
to 27.000 0.0
SOR -3 31.09 1.598 133.350 0.0251 3.343 Vel = 4.97
SOR -3 0.0 1 0.420 150 44.629
to 0.0
WM -3 31.09 1.101 0.420 0.1548 0.065 Vel = 10.48
WM -3 0.0 1 0.420 150 44.694
to 0.0
14 -3 31.09 1.101 0.420 0.1548 0.065 Vel = 10.48
14 -3 0.0 1.5 0.610 150 44.759
to 0.0
15 -3 31.09 1.598 0.610 0.0246 0.015 Vel = 4.97
0.0
15 31.09 44.774 K Factor = 4.65
19 24.19 4.90 13.08 1 O 5.0 0.810 150 7.131
to 5.000 -0.351
20 25 13.08 1.101 5.810 0.0310 0.180 Vel = 4.41
20 25 1.21 1 R 1.0 7.340 150 6.960
to N 7.0 8.000 0.0
11 25 14.29 1.101 15.340 0.0366 0.561 Vel = 4.82
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 5
Lot 81B 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
11 25 3.01 1 3N 21.0 31.530 150 7.521
to 3R 3.0 24.000 0.0
5 25 17.3 1.101 55.530 0.0520 2.889 Vel = 5.83
0.0
5 17.30 10.410 K Factor = 5.36
18 25 1.20 1 R 1.0 10.110 150 6.956
to 1.000 0.0
20 25 1.2 1.101 11.110 0.0004 0.004 Vel = 0.40
0.0
20 1.20 6.960 K Factor = 0.45
4 25 3.01 1 3O 15.0 26.370 150 7.317
to N 7.0 24.000 5.197
3 13 3.01 1.101 2R 2.0 50.370 0.0020 0.103 Vel = 1.01
3 13 0.0 1 3O 15.0 27.020 150 12.617
to N 7.0 22.000 -5.197
11 25 3.01 1.101 49.020 0.0021 0.101 Vel = 1.01
0.0
11 3.01 7.521 K Factor = 1.10
6 13 10.38 1 3O 15.0 44.920 150 26.654
to 2N 14.0 32.000 0.0
12 13 10.38 1.101 3R 3.0 76.920 0.0202 1.556 Vel = 3.50
12 13 2.09 1 O 5.0 16.000 150 28.210
to R 1.0 6.000 0.0
13 13 12.47 1.101 22.000 0.0285 0.626 Vel = 4.20
13 13 4.80 1 R 1.0 10.470 150 28.836
to 1.000 0.0
9 13 17.27 1.101 11.470 0.0518 0.594 Vel = 5.82
0.0
9 17.27 29.430 K Factor = 3.18
7 13 2.09 1 O 5.0 11.550 150 28.192
to R 1.0 6.000 0.0
12 13 2.09 1.101 17.550 0.0010 0.018 Vel = 0.70
0.0
12 2.09 28.210 K Factor = 0.39
8 13 4.79 1 2O 10.0 11.550 150 28.726
to R 1.0 11.000 0.0
13 13 4.79 1.101 22.550 0.0049 0.110 Vel = 1.61
0.0
13 4.79 28.836 K Factor = 0.89
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
December 17, 2022
J D Mechanical Fire Inc
82579 Fleming Way #D
Indio, CA 92201
Re: Residential Fire Sprinkler Plan Review – MADISON CLUB – LOT 81
FSS2022-0357 / 53515 PIKE PLACE, 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: 53515 PIKE PLACE PERMIT#: FSS2022-0357 DATE
ISSUED: 12/17/2022
DESCRIPTION: MADISON CLUB – LOT 81 CONTRACTOR: JD 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.