FSS2022-0390Description: CORONEL / FIRE SPRINKLERS / BRES2021-0904
Type: FIRE SPRINKLER (WEB)
Subtype: RESIDENTIAL - CUSTOM
Status: FINALED
Applied: 10/26/2022 ECON
HOMES
Approved: 11/14/2022 RWI
Parcel No: 773145011 Site Address: 51710 AVENIDA NAVARRO LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA
AT VALE LA QUINTA Block: 110
Lot: 14
Issued: ONLINE
NO 12
Lot Sq Ft: 0
Building Sq Ft: 0
Zoning:
Finaled: 6/29/2023 LRO
Valuation: $4,900.00
Occupancy Type:
Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0
No. Unites: 0
Details:
- ADDITIONAL SITES
Printed: Wednesday, July 19, 2023 4:04:20 PM 1 of 3
WSYSiEMS
11 I'll 11111Q
NAME TYPE
NAME
ADDRESSI
CITYSTATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
SOUTHWEST FIRE PROS
31410 RESERVE DRIVE
SUITE 2
THOUSAND
PALMS
CA
92276
(760)343-2233
MAUREEN@SWFIREPR
OS.COM
CONTRACTOR
SOUTHWEST FIRE PROS
31410 RESERVE DRIVE
SUITE 2
THOUSAND
PALMS
CA
92276
(760)343-2233
MAUREEN@SWFIREPR
OS.COM
OWNER
CORONEL HOME AND DESIGN
42760 MADIO ST.
INDIO
CA
92201
(760)343-2233
Printed: Wednesday, July 19, 2023 4:04:20 PM 1 of 3
WSYSiEMS
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
CLTD
BY
FIRE SPRINKLER
SYSTEMS - SINGLE
101-0000-42421
0
$167.00
$167.00
11/14/22
WEB13610
753322295
CREDIT
1005165
ECON
FAMILY DETACHED
FIRE SPRINKLER
SYSTEMS - SINGLE
101-0000-42420
0
$250.00
$250.00
11/14/22
WEB13610
753322295
CREDIT
1005165
ECON
FAMILY DETACHED PC
Total Paid for FIRE FEES:
$417.00
$417.00
RECORDS
101-0000-424160
$11.00
$11.00
11/14/22
WEB13610
753322295
CREDIT
1005165
ECON
MANAGEMENT FEE
Total Paid for RECORDS MANAGEMENT FEE:
$11.00
$11.00
TECHNOLOGY
502-0000-436110
$8.00
$8.00
11/14/22
WEB13610
753322295
CREDIT
1005165
ECON
ENHANCEMENT FEE
Total Paid for TECHNOLOGY ENHANCEMENT FEE:
$8.00
$8.00
TOTALS:00
PI&INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR
SCHEDULED
COMPLETED
RESULT
REMARKS
NOTES
DATE
DATE
OVERHEAD ROUGH
KHET
1/18/2023
1/18/2023
APPROVED
PIPING
OVERHEAD HYRO
KHET
1/18/2023
1/18/2023
APPROVED
FIRE FINAL"
LRO
4/18/2023
4/18/2023
NOT READY
FIRE FINAL"
LRO
6/29/2023
6/29/2023
APPROVED
AmAm PARENT PROJECTS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNEDSTATUS REMARKS NOTES
DATE 7 F7
Printed: Wednesday, July 19, 2023 4:04:20 PM
2of3
CRWSY5TEM5
1ST FIRE - ETRAKIT
REBECCA
10/26/2022
11/9/2022
11/14/2022
APPROVED
CREATED
OWNER
(2 WK)
WINSCOTT
SUBDIR
ETRAKIT ENABLED
DOC
10/26/2022
Etrakit Contractor
1ST SUBMITTAL PLANS
1ST PERMIT TECH —
PERMIT TECH
10/26/2022
10/27/2022
10/27/2022
COMPLETE
ETRAKIT (1 DAY)
BUCKET
DOC
10/26/2022
Etrakit Contractor
IST SUBMITTAL
Document.pdfCalc-
2ND FIRE (1 WK)
REBECCA
12/22/2022
1/3/2023
1/17/2023
NOT REQUIRED
Completed by K. Hetrick
DOC
WINSCOTT
Etrakit Contractor
IST SUBMITTAL FIRE
Fire Review
1
3RD FIRE (1 WK)
KOHL
1/3/2023
1/10/2023
1/11/2023
APPROVED
REVISED PLANS/CALCS
10/26/2022
Etrakit Contractor
HETRICK
Results - 51705 Avenida
1
Printed: Wednesday, July 19, 2023 4:04:20 PM 3 of 3
WsYsrEMS
ATTACHMENTS
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
10/26/2022
Etrakit Contractor
1ST SUBMITTAL PLANS
51710 Avenida Navarroplans.pdf
1
DOC
10/26/2022
Etrakit Contractor
IST SUBMITTAL
Document.pdfCalc-
1
HYDRAULIC CALCS
21.pdf
DOC
10/26/2022
Etrakit Contractor
IST SUBMITTAL FIRE
Fire Review
1
APPLICATION
Application.pdf
DOC
10/26/2022
Etrakit Contractor
1ST SUBMITTAL FIRE
Results - 51705 Avenida
1
FLOW
Navarro.pdf
DOC
10/26/2022
Etrakit Contractor
1ST SUBMITTAL CUT
Senju Residential
1
SHEETS
Conceled Pendant.pdf
DOC
1/3/2023
KOHL HETRICK
51710 Navarro V2.pdf
51710 Navarro V2.pdf
1
FSS2022-0390-
FSS2022-0390-
DOC
1/11/2023
KOHL HETRICK
APPROVED PLANS AND
APPROVED PLANS AND
1
CALCS - R2.pdf
CALCS - R2.pdf
DOC
11/14/2022
REBECCA WINSCOTT
LQ FSS2 0202--A0390.pdf
LQ FSS2022-0390.pdf
1
LQ FSS2022-0390 New
DOC
11/14/2022
REBECCA WINSCOTT
Residence.pdf Approved
LQ FSS2022-0390 New
1
Residence.pdf
Plan
Printed: Wednesday, July 19, 2023 4:04:20 PM 3 of 3
WsYsrEMS
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CTION LDOeSR
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1' AI
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3/16" = 1'-0'•
1" RISER
q— NOTIFICATION DEVICE By OTHERS
/,l PlQlne Plan
LJ 3116 = 1'1Y
R��a al Flow. is6c
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Sprinkler Schedule
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No. of
SIN
Orifice
Sprid
Desa4ptlon (Hydrati K -Factor
Size Temp
0 19
Senju Q Light Concealed Temperni-162 Finish- B Quick Response Medd-Mlrage S%464 4.9
VT 162°F
S N - 556464 K Fac to r - 4.9
Co y
4
Senju 112 Light PendensTemperature-203 Finirh- C Spedal Response Model- 559464 4.9
112' 205T
coo oaLT to
Mlcromhtic SIN -566464 K Factor- 4.9
23
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NAVARRO
Piping Plan
2022-167
10-26-22
M
JA
0-M
CC
FP -2
Aa indicated
Fire Department
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 applicable 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):
31.252 gpm @ 41.789 psi ( 512 sf Max )
6. Water Supply Data: Water is supplied from public water main in street.
Static Pressure: 89.5
Information Source: CVWD
VICINI'N MAP
PROJECT DATA
& BOND TO GAS PIPING SYSTEM APN.:773-145-010
NOTE: 5' Block Wall [By Separate P !t] 100'
REQUIRES I 1' s'o"
INSPECTION I eta t W.I. GATE EXISTING 6' Block Wall to remain
PUBLIC
I
Existing O - 250Ga1. ti;g�
SWALEMINIM 2 TWO%oo x DN GasTank() SWALE MINIMUM (2) TWO % SWALE MINIMUM (2) TWO /oFIRE HYDRANT I
-------------
rOR/OWNER
HE ' Min 11 s ° 4
TNG CURB 1 1710 A EN/DA AM
NV FROM ING IF NO I ! i -
THE PUBLIC o ' PROPOSED
APN. 3 -025F
- I
PROPOSED THREE BEDROOM HOUSE FOR:
OWNER: CORONEL HOMES & DESIGN INC.
42760 Madio Street, Indio, CA 92201
Ph. 760-775-1234
coroneloffice@coronelent, com
PROJECT ADDRESS:
LEGAL DESCRIPTION:
APN.
Recorded Book/Page
Subdivision Name:
Lot/Parcel:
Block:
Tract Number:
LOT SIZE:
THOMAS BROS. MAPS PAGE/GRID
TOWNSHIP/RANGE:
51710 AVENIDA NAVARRO
La Quinta, CA. 92253
773 - 145 - 011
MB 18/79
SANTA CARMELITA AT VALE
LA QUINTA UNIT 12
14
110
Not Available
Recorded lot size is 0,10 acres
PAGE: 849 GRID: F7
T6SR6E SEC 1 SE
7.
Sprinkler Head Spacing and Installation Requirements: Sprinklers shall not be located
Date
® KEYNOTES
^^
2022-187
Date
Closer than 8'-0" apart where there is no intervening obstruction.
10-26-22
OCCUPANCY:
R3 -U
JA
Checked by
Sprinklers near potential obstruction shall be located per manufactures instructions.
12. CONCRETE FLOOR
'f PLYWOOD
O
WHERE OCCURS.
As indicated
TYPE OF CONSTRUCTION: V -B Non -Rated
8.
Piping Supports: Piping shall be supported and restrained in conformance with local
-
NUMBER OF STORIES:
1
CkOULA110NS MME 24 REPOrfn
BOARD IR-5lruel et 1
plumbing codes and CPVC manufactures instructions . Eachpipe section that supplies
BUILDING HEIGHT:
151-811
A.F.Grode
�
a drop to a sprinkler shall be secured no more than 12" from the drop to prevent laterial
SPRINKLERS REQUIRED:
YES
�
INSULATION
and vertical movement.
I5. 14IN. X24IN. STEEL GABIE COINER YEM WBHASCREEN ,
-0U
By T1%1I1REPORT
APPR D- ASR.A D2178. PmRM - ROOF SLOPE I/4:12
PROPERTY CHARACTERISTICS.-
HARACTERISTICS:9.
9.
Pipe lenghts are approximate for hydraulic calculation and plan review purposes only.
5. 2x6 WALL wl .21 /NSULATNN4 @ E%TERIOR WALLS
"'
12- EL
17. 1/? GIP. BOARD WALLS 0YP.1
LOT AREA:
4,914.15 SQ. FT.
100.0%
10.
The owner shall furnish sufficant heat in all areas to prevent freezingof pipe.
LIVING AREA:
1,716.0 SQ.FT.
35.1%
ca
7. HEADER/BFPM[SEE FRAMIN PIAN)
GARAGE AREA:
461.0 SQ.FT.
9.4%
11.
Waterflow Switch and Alarm: By Others
HARDSCAPE AREA:
549.26 SQ.FT.
11.0%
a. A dedicated electrical circuit with a circuit breaker lock shall be provided for waterflow
LANDSCAPE AREA:
2,187.89 SQ.FT.
44.5%
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.
EST F/R�
C-16
BOJ CALIFORNIA
LICENSE NO.
1005165
V� EXP, W/31/20j
TION
SECTION "A"
Scale: 1/4'.12
1,_6.
(jverhang
Jtl:l IUN "b"
Scale: 114:,2
I �
PROVIDE w PRQPOSED TWO -CAR a
OPENING Concrt Walkway
FOR
DRAINAGE ! GARAGE PROPOSE® o
O ' 9
THREE DEDROO
L
I I W.3MGATE 7
L0
HOUSE
SOUTHWEST GOLD
(DECOMPOSEDW
DATUM 9 n°
FINISH FLOOR TO BE 12" ABOVE DATUM POINT AT
h
POINT GRANITE) I TOP OF CURB AT CENTERLINE OF LOT Eae vto a
Q
\ 2 l 44
Eave to k
` ' ---------------- - - ----- - - - - - - - - - - - - _____-__`__--
P 100.33IL
^ o_
SENSORED ADDRESS LIGHT L a
(NO SWITCH) ILUMINATED
1 o o
BUILDING ADDRESS NUMBERS
I TO BE A MINIMUM OF 4" HIGH � � 0 SWALE MI IMUM (2) TWO 9'0_ SWALE MINIMUM (2) TWO 9(5- of m
MINIMUM U.N.O. I I w
_ I PROPOSED 5' Block Wall [By Separate Per 't PROPOSED 5' Block Wall [By Separate Permit]] '
PROVIDE Setbac
I OPENING � Q SOUTHWEST GOLD
(DECOMPOSED GRANITE)
FOR _
I DRAINAGE SOUTHWEST GOLD
(DECOMPOSED GRANITE) C��7f1DDD `� D O
4
POOL & SPA BY
SEPARATE PERMIT
Calle Sinaloa
I
I
-- ---------------------------------------------------------------
I
R-21 INSULATION @ EXTERIOR WALLS
R-49 INSULATION @ ROOF ATTIC
WN
0
HE,
SECTION "E"
Soak: 1/4:12
StG I IUN ••U"
Scale: 114:12
RADIANT BARRIER AT ROOF REQUIRED
PROMDE RPDWM BARRIER @ ROOF, MIs I ER WILL BE AT ROOF
• SHEKH NG,
• SHEAMING WTM T6,DNNT BARRIER FROM SUPPLIER OIRECT, DO NOT APPLY
MIS Ai JOB SRE.
• RADIM?R IER RPE WILL BEAL30 A7 eER11CAL A711C SURFACES&GA&f
EADSWAIL.
• 7vAYJ. 1'AMSPAC£M1VENLOSED RAFlER SPACES.
LF'U TechShield®
r«ns d 1e.M..
•Available Panel size: 47-71S' x -718' Panels
•Availade pedo,ma- cakgodes: 7116, 15132, 112.18132 and 23132'
•Available on APAExpoaere 1 mkd OSB or Et, l
Mesta PS2
TI P P,6 -e rat C,t ,y 1, the hac4onal nominal thirkness used I. PRI,
TM PeHorm R Category Is consistent with the panel Mlcknass used In Ne U.S.
motlel buiMing -
MSP, Infomadan: HWw.gm'p.mn/kclltln'eIW
R-21 INSULATION @ EXTERIOR WALLS
R-49 INSULATION @ ROOF ATTIC
6LUI IUN "U"
scale: 114 12
Key Plan
Sbae: 118`=I-0'
*BUILDING DEPT. SUBMITAI
2xfi WD. STUDS
III B' O.O.
R-21 INSULATION
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AREA rABULAM
LOT AREA: 4,914.
LMNG AREA: 1,716.
GARAGE AREA: 461.
HARDSCAPE AREA: 549.
LANDSCAPE AREA: 2,187,
R-21 INSULATION @ EXTERIOR WALLS
R-49 INSULATION @ ROOF ATTIC
IT ELEVATION
S.I.: 114 12 IEASTI
a
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I
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No.
Description
Date
® KEYNOTES
2022-187
Date
2x8WD.STUDS
10-26-22
Drawn by
JA
Checked by
I. EXTERIOR PIASTER 3/ B' 121 COX -CO d LATH &PAPER jIYPI .1^EIS-IESR-22141
12. CONCRETE FLOOR
'f PLYWOOD
O
WHERE OCCURS.
As indicated
2, PROM"' CORROSKKI RESIST. WEEP SCREED 126 GA MINTII I
13, ROOF SHEARNG, Ill' COXPLYW'OOD wl RADWJf WRIER IT,P.I @ ALL NEW ROOF W ENERGY
1' E -FAL
PSCON
-
WEEP SCREED SHALL BE PIACE A MIN. OF 4'ASOVE ME EARTH OR 2'A8(A�E PAVEDAREAS.
CkOULA110NS MME 24 REPOrfn
BOARD IR-5lruel et 1
-
ICRCSR703.6.2.11
M
IN
�
W
M , TRUSSES 24O.C.
E%12E1RCKOMATVSNCRC3O18
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INSULATION
3. BUILT-UP ROOFIN PER SPECIFCTONS AFb CC ESR ,274 Ap
ft- •ULPpgafaEnhcdCm0.B,aCroslPGI BUR) FM
I5. 14IN. X24IN. STEEL GABIE COINER YEM WBHASCREEN ,
-0U
By T1%1I1REPORT
APPR D- ASR.A D2178. PmRM - ROOF SLOPE I/4:12
4. DBI. PIAIE
16, (PROM 121 MINIMUMEFINIS SCREEN VE WION IDE %b' M.
ONE @ 62 ABFINISH
5. 2x6 WALL wl .21 /NSULATNN4 @ E%TERIOR WALLS
"'
12- EL
17. 1/? GIP. BOARD WALLS 0YP.1
EXTERIOR WALL ASSEMBLY
.1
I
6. 2t P.TDF. saLPA E-PrwW pr es:ma e; es c;e«a ahem ayaetlen rowma
W
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haTlneman�s � resrm exlerwr ramavnm. aYamol4eN. wwd.VwN be dnan4dN
d<m'�.'e apesmollraheoledw�wo'. ICRC 4317.11211
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7. HEADER/BFPM[SEE FRAMIN PIAN)
8. WINDOW[SEE FLOOR PLAN)
9. DOOR (SEE FLOOR PIAN)
10. ROOF - R INSUALAWON
11. W. GMP. BOARD WALLS ( P.)
R-21 INSULATION @ EXTERIOR WALLS
R-49 INSULATION @ ROOF ATTIC
WN
0
HE,
SECTION "E"
Soak: 1/4:12
StG I IUN ••U"
Scale: 114:12
RADIANT BARRIER AT ROOF REQUIRED
PROMDE RPDWM BARRIER @ ROOF, MIs I ER WILL BE AT ROOF
• SHEKH NG,
• SHEAMING WTM T6,DNNT BARRIER FROM SUPPLIER OIRECT, DO NOT APPLY
MIS Ai JOB SRE.
• RADIM?R IER RPE WILL BEAL30 A7 eER11CAL A711C SURFACES&GA&f
EADSWAIL.
• 7vAYJ. 1'AMSPAC£M1VENLOSED RAFlER SPACES.
LF'U TechShield®
r«ns d 1e.M..
•Available Panel size: 47-71S' x -718' Panels
•Availade pedo,ma- cakgodes: 7116, 15132, 112.18132 and 23132'
•Available on APAExpoaere 1 mkd OSB or Et, l
Mesta PS2
TI P P,6 -e rat C,t ,y 1, the hac4onal nominal thirkness used I. PRI,
TM PeHorm R Category Is consistent with the panel Mlcknass used In Ne U.S.
motlel buiMing -
MSP, Infomadan: HWw.gm'p.mn/kclltln'eIW
R-21 INSULATION @ EXTERIOR WALLS
R-49 INSULATION @ ROOF ATTIC
6LUI IUN "U"
scale: 114 12
Key Plan
Sbae: 118`=I-0'
*BUILDING DEPT. SUBMITAI
2xfi WD. STUDS
III B' O.O.
R-21 INSULATION
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SSEMBLY 1
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1d
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OPENING
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AREA rABULAM
LOT AREA: 4,914.
LMNG AREA: 1,716.
GARAGE AREA: 461.
HARDSCAPE AREA: 549.
LANDSCAPE AREA: 2,187,
R-21 INSULATION @ EXTERIOR WALLS
R-49 INSULATION @ ROOF ATTIC
IT ELEVATION
S.I.: 114 12 IEASTI
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No.
Description
Date
Project number
2022-187
Date
10-26-22
Drawn by
JA
Checked by
CC
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NAVARRO
Site Plan
Project number
2022-187
Date
10-26-22
Drawn by
JA
Checked by
CC
FP -1
Scale
As indicated
ZDomestic Water System Flow Analysis
Coachella Valley Water District
75515 Hovley Lane East
Palm Desert, CA 92211
Domestic Water System Flow Analysis
(Hydraulic Model) GEO 06-06-01-4 PZ 22-13964
Requested By:
Southwest Plumbing and Fire
Date:
8-29-22
Address:
31410 RESERVE DR #2THOUSAND
APN:
773-144-025
PALMS CA 92276
Req. Fire Flow:
35gpm at 20psi fort hours.
Contact Name:
CURT CARRICO
Project Name:
CORONEL HOMES RESIDENCE
Phone:
(760)343-2233
Email:
curtis@southwestplumbingandfire.c
Cell:
(760)668-7744
om
Domestic Water System
HYDRANT IN FRONT OF 51705 AVENIDA NAVARRO LA QUINTA CA, 92253
Flow Analysis Location:
Model Information
.. - • Requested •
Flow Analysis Description Test 1 Test 2 Test 3 Test 4 Flow Domestic
Elevation (Ft): 55.5
None
system flow
available
without
exceeding
Steady State, Dynamic (psi): 89.5
Residual Pressure (psi): 84.9
Fire Flow Tested (gpm): 750
N/A
CVWD's
Combined Total: N/A
criteria.
Tested Model Junction: J22675
Duration: 2 hours
Demand Conditions: Peak Day Demand (PDD)
Reservoir No./level (s): Reservoir 6730/26'
Pumps Operating No's: Pumps On
Pressure Zone and HGL: Lower La Quinta (235')
Model: CVWD DOMESTICWATER_2020UPDATE_0520322
Comments:
The domestic water system is capable of providing 750 gpm for 2 hours that satisfies CVWD's minimum
pressure, velocity, and/or head loss criteria. This simulated system flow analysis may not include all facilities
that may be required for this development/project. Please check with Development Services for further
information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is 3,300
pm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network.
These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to
supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on-site fire system,
meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual
flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months
from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design
responsibility resides with the Engineer -of -Record for this Project.
Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2 3 9 7.
Completed By:
Date: &b-)'
Page 1 of 1 ENG DS -016
z"0:18TWE5
(8/31/15)
L:± --d
' 14'
13'----�
306
333
308
'85
5_10
315
124
337
0
2626
7895
2
312
325
314
;35
N
!T
CD
a
z
LJ -
Q
m
I
a
FA
Z
OD
N
N
13'----]
682628 682652
51-760 N 51-765
682630 (Y) 682654
51-780 N N 51-785
682632 N 682656
51-800 N ('") 51-805
682634 682658
51-840 N It 517825
682636 0 � 682660
51-864 N 51-855
13'
68263 682662
51-888 I0 51-899
662640 682664
51-906 OD r- 51-905
692 682666
CC) 51-931
682644 682668
51-940 0-1 51-935
N
ON
OD
51-480 0311 14'
HIDALGO
681826
681850
12"CML/CMC
681778
681798
72
681828 (Y)
681868
51-518 N
51-501
125
N 51-555
782
682692
(') 51-775
681830
z
W
51-540 N
681780 M
681800
682710
681870
51-830 N
ap
51-560 N
51-520
(U 51-523
681834 0
co
N
51-580 N
51-607
N
N
N
681854
681876
'54
681782 N
681802
145
681856
(U
51-540 N
M 51-545
682722 0
'56
681784
725
15151-550
OD 51-665
N
758
758
T681786 0
l>7 681806
595
681844
681862
51-600 N
51-607
14'
14'
727
0
1760
13'
682750
51-592
-611
51-565
736880
681822 (IN
tD
u
682728
51-650 r'
51-622
'62
728
317
819
705
681900
'64
681788
681812
)45
c
51-680
O7 51-665
681902
a
A
66
681790
661814
,85
51-690
C" 51-685
681884
681904
�p
51-680
'68
681792
681816
705
816
51-700 Vr
51-705
'76
681794
681818
'25
815
51-720
; 51-725
13'----�
306
333
308
'85
5_10
315
124
337
0
2626
7895
2
312
325
314
;35
N
!T
CD
a
z
LJ -
Q
m
I
a
FA
Z
OD
N
N
13'----]
682628 682652
51-760 N 51-765
682630 (Y) 682654
51-780 N N 51-785
682632 N 682656
51-800 N ('") 51-805
682634 682658
51-840 N It 517825
682636 0 � 682660
51-864 N 51-855
13'
68263 682662
51-888 I0 51-899
662640 682664
51-906 OD r- 51-905
692 682666
CC) 51-931
682644 682668
51-940 0-1 51-935
N
ON
OD
51-480 0311 14'
HIDALGO
681826
681850
12"CML/CMC
H51-510 N
51-535
681828 (Y)
681868
Q
51-520 N
N 51-555
782
682692
(') 51-775
681830
z
W
51-540 N
('")
Q
682710
681870
51-830 N
681832
51-560 N
51-575
681874
681834 0
681852
N
51-580 N
51-607
N
681836
681854
681876
51-600
,0 51-615
760
681856
(U
14' CC)
r- 51-645
682722 0
681840
681858
51-660
OD 51-665
a
758
681860
822
0" 51-675
681894
681844
681862
682724
51-700
14'
681846
790
0
51-730
13'
682750
51-592
N
51-565
736880
IRR
SINALOA
682708 1-
682690
12"CML/CMC
51-780 N
- 51-765
(9
N
N
Q
51-760
—77-995
682692
(') 51-775
N
z
W
682740
854
Q
682710
682694
51-830 N
51-795
N
681874
(Y)
3n 682696
N
51-835
51-520
682676 W682698
51-870 C;
Hydraulic Calculations by HydraCALC
Southwest Fire Pros
31401 Reserve Drive Suite 2
Route 111
Thousand Palms, Ca.92276
760-343-2233
Job Name Reversed Correct 51710 Navarro
Drawing
Location
Remote Area Calc -1
Contract
Data File Reversed Correct 51710 Navarro Area Ca1c-1.WXF
Computer Programs by Hydratec Inc. Revision: 50.54.4
Water Supply Curve
Southwest Fire Pros
Reversed Correct 51710 Navarro
Page
Date
City Water Supply: Demand:
C1 - Static Pressure : 89.5 D1 - Elevation 5.713
C2 - Residual Pressure: 84.5 D2 - System Flow : 31.252
C2 - Residual Flow 750 D2 - System Pressure 42.471
Hose ( Demand )
D3 - System Demand : 31.252
Safety Margin 47.015
150
140
130
P 120
R 110
E 100
C1
S 90
S 80
U 70
R 60
E 50
D2
40
30
20
10
1
100 200 300 400 500 600 700 800 900
FLOW (N^1.85)
Computer Programs by Hydratec Inc. Revision: 50.54.4
Fittings Used Summary
Southwest Fire Pros Page 2
Reversed Correct 51710 Navarro Date
Fitting Legend
Abbrev. Name '/2 3/4 1 1'/4 1'/2 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24
N* CPVC 90'EII 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.
Computer Programs by Hydratec Inc. Revision: 50.54.4
Flow Summary - NFPA
Southwest Fire Pros
Reversed Correct 51710 Navarro
Page 3
Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
SOR 89.5 84.5 750.0 89.486 31.25 42.471
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
1
10.19
4.9 7.04 13.0
8
11.0
6.97
2
11.0
7.14
3
11.0
9.29
TOR
11.0
14.72
DOM
1.57
19.98 5.0
BOR
-3.0
23.75
4
-3.0
26.61
W M
-3.0
27.01
5
-3.0
42.42
SOR
-3.0
42.47
6
10.19
4.9 7.31 13.25
7
11.0
7.15
Computer Programs by Hydratec Inc. Revision: 50.54.4
0.05 256
0.05 256
Final Calculations: Hazen -Williams
Southwest Fire Pros
-3
0.0
1.25
1.110
150
42.416
Page 4
Reversed Correct 51710 Navarro
0.0
Date
Node1
Elev1 K
Qa
Nom
Fitting
0.055
Pipe
CFact
Pt
0.0
to
or
SOR
Ftngs
31.25
Pe
******* Notes ******
Node2
Elev2 Fact
Qt
Act
Eqiv
Len
Total
Pf/Ft
Pf
7.313
1
10.19 4.90
13.00
1
N
7.0
2.190
150
7.040
7
to
13.25
1.101
5.810
0.0318
0.185
7.000
7
-0.351
1.43
8
11
13.0
1.101
to
9.190
0.0307
0.282
Vel = 4.38
8
11
0.0
1
R
1.0
4.620
150
6.971
2.138
to
1.000
0.0
2
11
13.0
1.101
5.620
0.0306
0.172
Vel = 4.38
2
11
-1.43
1
70
35.0
50.650
150
7.143
to
R
1.0
36.000
0.0
3
11
11.57
1.101
86.650
0.0247
2.142
Vel = 3.90
3
11
14.68
1
2R
2.0
24.280
150
9.285
to
30
15.0
24.000
0.0
TOR
11
26.25
1.101
N
7.0
48.280
0.1126
5.434
Vel = 8.85
TOR
11
0.0
1
R
1.0
9.430
150
14.719
to
1.000
4.084
DOM
1.57
26.25
1.101
10.430
0.1126
1.174
Vel = 8.85
DOM
1.57 + 5.00
5.00
1
N
7.0
4.570
150
19.977
to
7.000
1.979
BOR
-3
31.25
1.101
11.570
0.1554
1.798
Vel = 10.53
BOR
-3
0.0
1.25
N
8.0
50.010
150
23.754
to
8.000
0.0
4
-3
31.25
1.394
58.010
0.0492
2.856
Vel = 6.57
4
-3
0.0
0.75
0.400
150
26.610
to
0.0
WM
-3
31.25
0.874
0.400
1.0075
0.403
Vel = 16.71
W M
-3
0.0
0.75
0.400
150
27.013
to
15.000
* * Fixed Loss = 15
5
-3
31.25
0.874
0.400
1.0075
0.403
Vel = 16.71
5
-3
0.0
1.25
1.110
150
42.416
to
0.0
SOR
-3
31.25
1.394
1.110
0.0495
0.055
Vel = 6.57
0.0
SOR
31.25
42.471
K Factor = 4.80
6
10.19
4.90 13.25
1 O
5.0 0.810
150
7.313
to
5.000
-0.351
7
11
13.25
1.101
5.810
0.0318
0.185
Vel = 4.47
7
11
1.43
1 O
5.0 44.660
150
7.147
to
6R
6.0 11.000
0.0
3
11
14.68
1.101
55.660
0.0384
2.138
Vel = 4.95
3
2
to
7
0.0
14.68 9.285 K Factor = 4.82
11 1.43 1 R 1.0 6.000 150 7.143
1.000 0.0
11 1.43 1.101 7.000 0.0006 0.004 Vel = 0.48
0.0
7 1.43 7.147 K Factor = 0.53
Computer Programs by Hydratec Inc. Revision: 50.54.4
i or tf
SENJU SPRINKLER CO., LTD.
Residential Lead Free Flat Concealed Sprinkler,
Pendent,
Model: RC -RES, K -Factor: 4.9, SIN: SS8464
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/bar'/z) 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.
WARNINGS
The Model RC -RES must be installed and maintained in accordance with the rules stated herein as well as in
compliance with the applicable standards of the National Fire Protection Association regulations and the standards of
any other authorities having jurisdiction.
In the event of this condition, consult the authorities having jurisdiction for guidance and approval.
Failure to do so may impair the integrity of these devices.
It is the responsibility of the installing contractor to provide a copy of this document to the owner or their
representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner.
The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The
installing contractor or sprinkler manufacturer should be contacted with any related questions.
Document No. U085165 Date : Jan/11/2019
TECHNICAL DATA
Approvals: UL., Listed, NSF -61-G
Sprinkler Identification Number (SIN): SS8464
Maximum Working Pressure: 175psi (12.1 bar)
Discharge Coefficient (Nominal K -Factor):
K=4.9 GPM/psi112 (70.6 LPM/bar112)
Temperature Rating:
162eF (72eC) Sprinkler with 140°F (60°C) Cover Plate
175eF (79°C) Sprinkler with 140eF (60oC) Cover Plate
175oF (79°C) Sprinkler with 162°F (72°C) Cover Plate
Color Code (Sprinkler)
162°F (72°C): Uncolored
175eF (79°C): White
Color Code (Cover Plate)
140°F (60°C): No Mark
162°F (72°C): White -Colored Mark
Vertical Adjustment: 1/2 inch (12.8 mm)
Cover Plate Finishes:
Standard Finishes -
White, Ivory, Beige, Brown, Black, Nickel,
Wood Grain
Custom Finishes -
Custom color and custom pattern cover plates are
available on special order. Contact a Senju
Sprinkler representative with any custom orders.
Please see chart on Page 8 for more detail.
Physical Characteristics: Ref. Figures 1 and 1-1
OPERATION
Page : 2 of 8
2-1/16" (052mm)
Marking
Lot No.
Year of Manufacture
E
-SIN: SS8464
-K-factor: K4.9
Temperature Rating: 162'F/72'G
or 175`F/79'C
UL Mark
i
Control No.: 6P37
NSF Mark: NSF -61-G
RES SPKR
J Body (Copper Alloy)
® Deflector (Phosphorus Bronze)
® Gasket (PTFE)
2-5/8" (� 68mm)
® Fusible Metal (Solder)
or 3-1/4" (Q583mm)
® Heat Collector (Copper)
or 2-5/8"s uare 068mm
® Cover Plate Assembly
FIGURE 1. Model RC -RES K=4.9
Marking (Deflector)
SIN : SS8464
Color Code
K -factor : K4.9
Temperature Rating
162'F/72`0 or 175'F/79'C
UL Mark
o
0 0
.o
0 0
COVER PLATE
SPRINKLER
(Top view)
(Bottom view)
FIGURE 1-1. Marking (Color Code)
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)
•' f • �1
OperationNormal Condition Cover Plate FIGURE 2. OPERATION P- •purposes
Document No. U085165 Date : Jan/11/2019
Page : 3 of 8
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.
NOTES
Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar
with automatic sprinkler system design, installation procedures, and techniques.
Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the
sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating
the design of the sprinkler system.
Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions,
should be submitted to your contracted company. Include sketches and technical details, as appropriate.
In some instances, the requirements of this document may concern specifications which are more stringent, and which
take precedence over those specified in NFPA 13, 13D, 13R, or by the authority having jurisdiction.
The Model RC -RES must not be used in applications where the air pressure above the ceiling is greater than that below.
Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the
cup are open and free from any air flow impediment.
The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently,
the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers,
overhangs or other parts of the dwelling structure.
The number of sprinklers within each compartment (as defined by NFPA 13, 13D, or 13R) must be kept as few as
possible. Do NOT use more sprinklers than necessary to cover a particular space.
Use only the Cover Plate provided for the Model RC -RES. The sprinkler must be secured in place by firmly fastening the
sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting
from sprinkler operation could alter its orientation and its water distribution pattern.
Obstruction to Water Distribution
Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers.
General Service Conditions
The Model RC -RES must only be utilized in WET PIPE sprinkler systems.
Heat Source Criteria
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)
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).
Precautionary Warnings for Corrosive Environments
Model RC -RES sprinklers should not be installed where they may be subjected to a corrosive environment including the
following:
(1) Chlorine ion and Chloride environment.
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.
(2) Sprinkler system piping with Copper.
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, 8828, 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.
Document No. U085165 Date : Jan/11/2019
Page : 4 of 8
Hydraulic Design Criteria
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.
TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464
For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as
applicable.
(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.
Sprinkler Spacing Criteria
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)
Document No. U085165 Date : Jan/1112019
Ordinary
Intermediate
Maximum
Maximum
Temperature Rating
Temperature Rating
Minimum
Covera e
Spacing
S
°F 72°C
162 ( )
175°F 79°C
( )
Deflector
Installation
Spacing
Area�a�
Ft. X Ft.
Ft.
to
Ceiling
Ft.
Flow(b)
Pressure(b)
Flow(b)
Pressure(b)Type
(m Xm)
(m)
GPM
PSI
GPM
PSI
(m)
(LPM)
(bar)
(LPM)
(bar)
12X12
12
13
7.0
13
7.0
(3.7X3.7)
(3.7)
(49.2)
(0.48)
(49.2)
(0.48)
Smooth
Ceilings
14x14
14
13
7.0
13
7.0
3/8 to 7/8
(4.3x4.3)
(4.3)
(49.2)
(0.48)
(49.2)
(0.48)
Inches.
Beamed
15X15
15
13
7.0
13
7.0
(4.6x4.6)
(4.6)
(49.2)
(0.48)
(49.2)
(0.48)
Ceilings
NFPA
per
13D, 13R
Concealed
8
(2.4)
16X16
16
13
7.0
14
8.2
or 13
(4.9x4.9)
(4.9)
(49.2)
(0.48)
(53.0)
(0.57)
Installed
in beam
3/8 to 7/8
18X18
18
17
12.0
18
13.5
inches
(5.5x5.5)
(5.5)
(64.3)
(0.83)
(68.1)
(0.93)
below
bottom of
beam.
20x20
20
21
18.4
(6.1 x6.1)
(6.1)
(79.5)
(1.27)
(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.
Sprinkler Spacing Criteria
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)
Document No. U085165 Date : Jan/1112019
Page : 5 of 8
INSTALLATION
The Model RC -RES must be installed in accordance with the following instructions:
NOTES
Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which
show deformation or cracking in either the Sprinkler or the Protective Cap.
Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the
potential for damage to the sprinklers that could cause improper operation or non -operation.
The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective
Cap must be removed to place the sprinkler in service.
Use a torque of 7 to 14 ft -lbs (9.5 to 19.0 N -m) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended
maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler.
Use only NR -H model wrench socket for installation of RC -RES sprinklers. Use of any other wrench or socket is
prohibited and may cause damage to the sprinkler.
In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely
or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit.
Do not rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed
sprinkler may become loosened, which may cause water leakage.
Installing Procedure
Step 1
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.
Step 2
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).
Step 3
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).
Step 4
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.
Make a Space Here Do Not
Ave. t/4' (6-4.m) Over -Tighten
Min. 1A 3.2mm Groove on the Sprinkler
E*n.
Vertical
wA 'uatmant Protective cap
N
Tooth on the SocketE
aEpSocket NR-H
RatchetMounting SurfaceLM.
Ceiling Hole Diameter
CORRECT INCORRECT
FIGURE 3. INSTALLATION FIGURE 4. RATCHET & SOCKET
Document No. U085165 Date : Jan/11/2019
Page : 6 of f
Hook up
Sprinkler Head
Protective Cap
I 1
Cap Remover RO
Pull down
Step i ,.,. Step 3
FIGURE 5. PROTECTIVE CAP REMOVAL
2-5/8" (068mm)
or 3-1/4" (4583mm)
or 2-5/8"square (068mm)
FIGURE 6. INSTALLATION (COVER PLATE ASSEMBLY)
INCORRECT ,CORRECT INCORRECT
FIGURE 7. INSTALLATION (CORRECT and INCORRECT)
Document No.U085165 Date : Jan/11/2019
Page : 7 of 8
CARE AND MAINTENANCE
The following instructions must be implemented for the maintenance and service of the Model RC -RES
NOTES
Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F/4°C to prevent freezing and bursting
of the pipe and/or sprinklers.
Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result.
Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire.
Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may
cause improper operation or non -operation.
If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint
does not seal off any of the air gap.
Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover
plates. Non -factory applied paint may adversely delay or prevent sprinkler operation in case of a fire.
Do not pull the Cover Plate. Separation may result.
In preparation for maintenance of the fire protection system, permission to close the main control valve must be
obtained from the proper authorities, and all affected parties by this action, and must be informed before the
maintenance session can commence.
Do NOT enclose any sprinklers within drapes, curtains, or valances.
Do NOT hang anything from the sprinklers.
Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove
dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a
soft bristle (i.e., dusting) brush attachment.
Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire
development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire
involving such hazards.
Leaking or corroded sprinklers must be replaced.
Automatic Sprinklers must be kept in a cool and dry place.
Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the
factory. If the sprinklers have been in any way modified, they must be replaced.
Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation.
Damaged units because of dropping, hitting, over -tightening, or wrench slippage, must be replaced.
The Model RC -RES must only be replaced with pendent sprinklers which are listed for residential fire protection service
and which have the same nominal K -Factor, the same coverage area, and the same or lower flow ratings (as indicated
underTABLEA "Hydraulic Design Criteria').
When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first
verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter
the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA
regulations.
The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its
compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25),
and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the
above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that
automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with
NFPA 25.
Document No.U085165 Date : Jan/11/2019
Page : 8 of 8
ORDER PROCEDURE
When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and
Finish).
Sprinkler
Model: RC -RES
(SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C) )
Cover Plate Assembly
2-5/8 inch (q5 68mm) or 3-1/4 inch ((� 83mm) or 2-5/8 inch square (068mm), Order Separately from Sprinkler
Please refer to the chart below for available sizes, temperature, and finishes.
Tools for Installation of Model RC -RES
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
Document No. U085165 Date : Jan/11/2019
Standard Finishes Custom Finishes
White
Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern
2-5/8" Round, 140°F
o
o - - - - - - 0 0
3-1/4" Round, 140°F
o
0 0 0 0 0 0 0 0 0
2-5/8" Square, 140°F
o
- - - - - - - 0 0
2-5/8" Round, 162°F
o
- 0 0
3-1/4" Round, 162°F
o I
- 0 0
Tools for Installation of Model RC -RES
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
Document No. U085165 Date : Jan/11/2019
CAL FIRE - RIVERSIDE UNIT
RIVERSIDE COUNTY FIRE DEPARTMENT
OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
November 14, 2022
Southwest Fire Pros
Re: Residential Fire Sprinkler Plan Review — New Residence
FSS2022-0390 (51710 Ave Navarro)
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
RIVERSIDE COUNTY FIRE PROTECTION PLANNING
RECORD OF INSPECTIONS / PERMIT CARD al�Cv uGKCv
THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. —CALIFORNIA!
INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE.
JOB
ADDRESS:
51710 Ave Navarro
PERMIT#:
FSS2022-0390
AT ED:
11/14/22
DESCRIPTION:
New Residence
CONTRACTOR:
Southwest Fire Pros
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 IF
Deluge/pre-action
SPRINKLER U.G.
Final EF
Thrust block pre -pour
UST/AST TANK
UG rough piping
Installation
UG hydro
Removal
Flush
Emergency shut off
Final IF
Primary piping
FIRE SPRINKLER
Secondary piping
Weld inspection
Dispensers & shear valves
Overhead rough piping
Final IF
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 IF
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 F 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.
78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131