FCMP2022-0028 Palo Verde Plan 2a u�tt
Project Details PROJECT NUMBER
` =�w City of La Qu i nta FCM P2022-0028
MoFT�• .
Description: PALO VERDE / MASTER PLAN 2 / TRACT# 32279 & 33336
Status: APPROVED
Type: FIRE CONSTRUCTION MASTER PLAN (WEB)
Status Date:
Subtype: FIRE SPRINKLER MASTER PLAN
Applied: 9/15/2022
Address: 80550 AVENUE 58
Approved: 10/20/2022
City, State, Zip: LA QUINTA,CA92253
Closed:
Project Manager:
Expired:
Details:
ADDITIONAL SITES
CHRONOL
DAYS
REVIEWS
ACTIONS
INSPECTIONS
CONDITIONS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST STE
200
CORONA
CA
92879
(951)272-2522
jamieb@fireinc.net
CONTRACTOR
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST STE
200
CORONA
CA
92879
(951)272-2522
jamieb@fireinc.net
OWNER
Williams Homes
24911 Stanford Avenue
Santa Clarita
CA
91355
(951)272-2522
jamieb@fireinc.net
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
CLTD
BY
EXHIBITS AND TRADE
SHOWS
101-0000-42421
0
$175.00
$0.00
Printed: Friday, April 21, 2023 1:06:27 PM 1 of 3 CENTRALSOLIARE
a u�tt
Project Details PROJECT NUMBER
` =�w City of La Qu i nta FCM P2022-0028
MoFT�•
CLTD
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
EXHIBITS AND TRADE
101-0000-42420
0
$87.00
$0.00
SHOWS PC
Total Paid for FIRE FEES: $262.00 $0.00
RECORDS
MANAGEMENT FEE -
101-0000-42416
0
$21.00
$0.00
MAJOR
Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $0.00
TECHNOLOGY
502-0000-43611
0
$5.00
$0.00
ENHANCEMENT FEE
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $0.00
INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES
DATE DATE
RETURNED
REVIEW TYPE
REVIEWER
SENT DATE
DUE DATE
STATUS
REMARKS
NOTES
DATE
1ST FIRE (2WK)
KOHL
9/15/2022
9/29/2022
10/20/2022
APPROVED
SEE ATTACHMENTS
HETRICK
1ST PERMIT
AARON
9/15/2022
9/16/2022
9/16/2022
COMPLETE
TECHNICIAN (1DAY)
HICKSON
:•RR •• •my
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
9/15/2022
Etrakit Contractor
1ST SUBMITTAL Fire
Plan
Plan Type 2 Fire
Plan.pdf
1
Printed: Friday, April 21, 2023 1:06:27 PM 2 of 3 CENTRALSOLIARE
a u�tt
Project Details PROJECT NUMBER
` =�w City of La Qu i nta FCM P2022-0028
MoFT�• r
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
9/15/2022
Etrakit Contractor
1ST SUBMITTAL
Plan Type 2 Hydraulic
1
Hydraulic Calculations
Calculations.pdf
DOC
9/15/2022
Etrakit Contractor
1ST SUBMITTAL Fire
Fire Flow.pdf
1
Flow
DOC
4/17/2023
Etrakit Contractor
Application
Plan 2 Application.pdf
1
DOC
4/17/2023
Etrakit Contractor
Tracking Sheet
Plan 2 Building Permit
1
and Tracking Sheet.pdf
DOC
4/17/2023
Etrakit Contractor
Revised Calcs
Plan 2 Calcs.pdf
1
DOC
4/17/2023
Etrakit Contractor
Revised Fire Plan
Plan 2 D1.pdf
1
FCMP2022-0028 -
FCMP2022-0028 -
DOC
10/20/2022
KOHL HETRICK
APPROVED PLANS AND
APPROVED PLANS AND
1
CALCS.pdf
CALCS.pdf
DOC
10/20/2022
KOHL HETRICK
FCMP2022-0028 - COA
FCMP2022-0028 - COA
1
LETTER.pdf
LETTER.pdf
Printed: Friday, April 21, 2023 1:06:27 PM 3 of 3 CENTRALSOLIARE
VI■/�- �/<M< CONCEAL PEENTWL
,�(V.,A<^,•. CRINKLE VPENDENT
SPRINKLER VK494 (IG.a)
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13D/CRC 313.3 GENERAL NOTES
t FI O N THE
MERCER. LAL,.G
l _FLECOLSE lL PA1ER ANENTLYADIIET) SO
EH FERN No NyNGH
PIPE
DNM
CTUIAL
THE
THE ANLPACTLGC FECLIFENENTC Ann THOCE CONTAINED IN
11 ANO
Mnurev�EApvlarvLETc.IrvsrALLEO AT s r. MAMUM SPANE
DING (SEEPENDENT
to LI ETECNI A7NU1FACTUHEOSY VIMNG INITALLEDAT I6 R. Malt SPACING
HYDRAULIC SYSTEM
This BuiNing is Pmlapled by a
Hydrzulically Designed
AutomaSc SpnnNer System.
Date Installed 8'14122
Location CALC MEAL
Numberof SprrMem 2
BISK or Deemn
oExslrr .05 gPSNgR
20EaIfl1E0A FAOF 016CHRROF
512�.fl.
System Demand
1.w IrIOw RATE 3ij EPT,
2.RESINAL PRESSUREATTHE
RASE OF THE RISER 34.1 psi
Installed By Fl.8pnnk1MS kmslnckms,lnc.
9p
HYDRAULIC NAMEPLATE UNDERGROUND DETAIL
N.T.S. N.T.S. (FOR REFERENCE ONLY)
PALOVERDIE
TRS.
PLAN 2
IAOUINTA, CA.
AHJ. CRY OF IA MINTA FIRE DEPARTMENT
LEGAL DESCRIPTION
OCCUPANCY 13IU
CONSTRUCTION'. VFB
STORIES
BUILGING AREA: 3,- SOFT.
FIRE SPRINKLER SYSTEM'
DES IGNEDAND INSTALLED PER 2016 NFPA MD ALL
RESIDENTIAL WTH AM DENSITY NATHIN AREAS,
BUILDING SUMMARY
• CONCEALED REEL PENDENT SPRINKLER
Q CONCEALED RES. PENDENT SPRINKLER
O CHANGE IN ELEVATION
® RISER LO[ATUN(PER DETAIL)
® NODE POINT FOR CALWtATION
HANGER TC DETAL
Riverside County Fire Department
La Quinta Office of the Fire Marshal
By: Kohl Hetrick `.„;.:;
10202022 3:4507 PM
The approval of PRIDE Intl specification, does not
permit the violation, deledon, omiaaion or faulty
irEtallaticn of any re9uire-- of Title 24 or any
Local Ordinances. Construction shall remain
eaible antl exp,wd for inspection puDposea
until approved by the Fire Department.
PERMIT # - FCNW2022-0028
APPROVAL STAMP
SYMBOLLEGEND
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JOB NO: 322M
DATE: 9114M
.— BY: AD.
N884810
O
RISER DETAIL
N.T.S.
LICENSE NO. 684600
705 E. HARRISON ST., SUITE 200
CORONA, CA 92879
PH - 800-915-3473
FAX - 951-272-2535
CUSTOM, TRACT, MULTI-FAMILY
AND COMMERCIAL
DESIGN, ENGINEERING AND
INSTALLATION
1/4" = 1'
IF SHEET IS LESS THAN
SIZE - 24" X 36"
SHEET ID
24" X 36" IT IS A REDUCED
SCALE
PRINT SCALE
REDUCE ACCORDINGLY
CLASSIFICATION
C-16
LICENSE NO.
684600FIREPROTECTIONCO
N
T
R
ACTORFST
A
TE
OF C A L IF O RNIAThe recipient of these plans
hereby acknowledges that all
plans, details, specifications or
methods of installation
contained in this set of plans is
the sole property of Fire
Sprinkler Systems, Inc. and
that any use of this set of plans
is prohibited and is a violation
of copyright laws without first
receiving permission from Fire
Sprinkler Systems.
PLAN 2
FIRE SPRINKLER PLAN
SHEET FP2 OF FP3
DESIGN AND INSTALLATION SHALL
CONFORM TO NFPA 13D, 2016 ED.
NOTES:
1.ALL HEAD SPACING TO BE 16'x16', UNLESS OTHERWISE
NOTED.
2.ALL PIPES TO BE ¾" CPVC, UNLESS OTHERWISE NOTED.
3.PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA
13-9.3.4.
4.HANGERS SHOWN FOR REFERENCE PURPOSES ONLY.
HANGER SPACING TO BE PER TABLES ON THIS SHEET.
5.ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE
PROVIDED WITH MIN. 6" INSULATION ON THE ATTIC SIDE OF
THE PIPING TO AVOID EXPOSURE OF THE PIPING TO
TEMPERATURES IN EXCESS OF THE PIPES RATED
TEMPERATURE (2016 NFPA 13D 7.7).
6.SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF
55sqft. AND LESS. (SECTION 8.3.2.)
7.SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES
CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL
OF THE FOLLOWING REQUIREMENTS:
(1) THE AREA OF THE SPACE DOES NOT EXCEED 24sqft.
(2) THE WALLS AND CEILINGS ARE SURFACED WITH
NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE
MATERIALS AS DEFINED IN NFPA 220.
8. 8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM THE
CENTER OF THE SPRINKLER TO THE CENTER OF THE
OBSTRUCTION.
9. 8.2.5.6 SHADOW AREAS SHALL BE PERMITTED IN THE
PROTECTION AREA OF A SPRINKLER AS LONG AS THE
CUMULATIVE DRY AREA DO NOT EXCEED 15sqft (1.4 sqm)
PER SPRINKLER.
TOTAL LIVING AREA -
GARAGE AREA-
3,213 SQFT.
653 SQFT.NO.DATEREVISION12345Size Range:3 4" through 3"
Finish: Pre-Galvanized Carbon Steel per ASTM A653
Service: Hanger for CPVC, steel, & copper pipe in the horizontal position on the bottom
and side of structural wood beams, composite beams and Steel 20 Ga. (min.) (Fig. A, C
respectively). Can be used as a restrainer when installed on top of structural wood beams
(Fig. B), for limiting pipe movement due to thrust loads during sprinkler system start-up.
It can also be used as a guide to limit movement for pipe in the vertical position. When
used on composite wood beams, web thickness must be 3 8" or greater.
Approvals: cULus Listed
Installation:
• Snap hanger over pipe.
• Secure hanger to mounting surface with screws provided.
• Do not make adjustments to hanger mounting flanges that result in clamping the pipe to the mounting surface. Pipe must be
allowed to move freely through hanger.
• Steel applications require two (2) #14 x 1" hex washer head self-drilling TEK screws. Not Supplied. Part Number STD-0090.
Features:
• Beveled edge design helps protect the CPVC pipe from any rough surface.
• Easily attaches to wood structure with #10 x 1" hex washer head self threading screw supplied with product.
• Retaining dimples hold the strap onto the pipe for ease of installation. (Not shown)
Ordering: Specify pipe size, figure number, and description.
Fig. A Fig. B
Pipe Size
1
2
3
A
1
11⁄4
B
Fig. C
FIG. 186: DIMENSIONS (IN) • WEIGHT (LBS)
øC E
1⁄4
F Approx.
Weight/100 (lbs)
5
6
7
8
9
14
17
3 4
11 4
11 2
21 2
15 16
19 16
113 16
21 4
25 8
213 16
31 4
33 8
37 8
45 16
53 8
65 16
11 8
13 16
118
1½
11116
218
29 16
27 8
312
No pre-drilling required.
NOT TO SCALE
ANVIL 186 HANGER (STEEL - COPPER - C.P.V.C.)
Size Range:3 4" through 2"
Material: Carbon Steel
Finish: Pre-Galvanized per ASTM A653
Service:
• Hanger and surge restraint for horizontal CPVC, steel, and copper piping when installed
on the top, bottom, and side of the supporting structure.
• Guide for vertical CPVC, steel, and copper piping when installed on the side of the
supporting structure.
• Horizontal and vertical seismic restraint per NFPA 13-2016 requirements.
• May be installed with concrete, steel structural members, and other structural
members with fasteners which comply with the requirements of NFPA 13.
Approvals: cULus Listed
Patents: No. 6,648,278
Installation:
• Snap hanger over pipe. If needed, squeeze strap back around pipe.
• CPVC pipe must be allowed to slide freely through the Fig. 188R.
• Secure hanger to mounting surface with screws provided or with listed fasteners.
Features:
• Beveled edge design helps protect the CPVC pipe from any rough surface and eliminates pipe abrasion.
• Easily attaches to wood structure with #10 x 1" hex washer head self-threading screw supplied with
product. No pre-drilling required.
• Bottom of pipe is offset 112" from the structure. Eliminates wooden spacer blocks.
Ordering: Specify CPVC pipe size, figure number and description.
Hanger &
Restrainer
Installation - Backing Nut
Hanger = 1 - at top fastener
Restraint = 2 - on each fastener
Hanger &
Restrainer
Guide &
Restrainer Per NFPA-13D and NFPA-13R
B
A
E øC
F
D
G
Hanger and Restrainer
FIG. 188R: DIMENSIONS (IN) • WEIGHT (LBS)
CPVC
Pipe Size
3 4
1
114
112
2
A
23 4
35 8
B
312
312
314
414
43 8
øC
¼
¼
¼
¼
¼
D
2
E
1
1
1
1
1
F
25 8
314
312
4
FIG. 188R: LISTED FASTENERS
Pipe
CPVC
Steel & Copper
Wood and Composite Beams
Screw Supplied or #10 x 1" TEK Screw
#14 x 1" TEK Screw or 14"x112" Lag Screw
Steel (18ga. Minimum)
#14 x 1" TEK Screw or 14"x1" TEK Screw
#14 x 1" TEK Screw or 14"x1" TEK Screw
G
112
Max. Hanger
Spacing (FT.)
512
6
612
7
8
Approx.
Weight/100 (lbs)
11
12
13
14
16
21316
21316
31116
23 16
2516
2716
21116
35 8 112
112
112
112
NOT TO SCALE
ANVIL 188R HANGER (STEEL - COPPER - C.P.V.C.) SPACINGTEMP.K-FAC.SYMBOLMODELMANUF.SIN #ORIFICE256QUANTITY-TOTAL SPRINKLERS IN THIS SHEET:31--------VIKINGVIKING4.94.9200°175°16'x16'16'x16'VK494VK468VK468PENDENT7/16"7/16"VK494CONC. PEND.---------½" Keyless Hose Bib
90 Deg. Elbow w/ ½" brass thread insert
90 Deg. Elbow
C
B
A
B
A
*DETAIL NOT TO SCALE
From First or Second Floor
Whichever is Most Remote
REMOTE INSPECTOR'S TEST
N.T.S.
Inspector's Test Sign
C
HB
J
J
SA
SA/COD
VP
J
SA/COD
SA
J
SA
SA
SA/COD
J
J
HB/SOVJJJSCALE: 1/4" = 1'-0"
PLAN 2 - FIRE SPRINKLER FLOOR PLAN
HEAT ZONE
F.A.U.
ATTIC
ACCESS
BATH 3
10'-0" CLG.
43 SQFT.
POWDER
10'-0" CLG.
32 SQFT.
BATH 2
10'-0" CLG.
45 SQFT.
GARAGE
10'-0" CLG.
KITCHEN
10'-0" CLG.
OUTDOOR ROOM
10'-0" CLG.
DINING ROOM
10'-0" CLG.
PANTRY
10'-0" CLG.
PRIMARY BEDROOM
10'-0" CLG.
PRIMARY BATH
10'-0" CLG.
26 SQFT.
W.I.C.
10'-0" CLG.
COVERED ENTRY
10'-0" CLG.
LAUNDRY
10'-0" CLG.
FOYER
10'-0" CLG.
12 SQFT.
11 SQFT.
BEDROOM 2
10'-0" CLG.
FLEX ROOM
10'-0" CLG.
17 SQFT.
BEDROOM 3
10'-0" CLG.
DINING ROOM
10'-0" CLG.
HALL
10'-0" CLG.
20'X20' SPACING
20'X20' SPACING
20'X20' SPACING
20'X20' SPACING
20'X20' SPACING
20'X20' SPACING
20'X20' SPACING
20'X20' SPACING
RISER
LOCATION
10 5'-1"8'5'-1"11'-6"2'-7"11'-5"8"9'-3"13'-1"9'-3"1'-7"8"3'-9"8'-3"5'-1"2'-4"4'-11"8'-3"3'-6"2'-10"2'-4"6'-2"9'-4"3'-11"2'-4"8'-9"2'-7"5'-9"11"12'-1"3'-6"11'-5"
2'-7"7'-1"4'-5"1'-10"8'-8"1'7'3'2'-3"1'-5"11'-1"2'-7"14'-8"3'-10"1'-6"8'-6"5'-6"15'-2"8'3'-4"2'-8"8'2'-8"7'-7"15'-6"2'-8"2'-6"7'-7"2'-6"5'-3"
8'4'-6"7'-11"5'-10"4'-4"
10'10'8'-4"4'-7"8'15'-6"6'5'-1"10'-3"9'-6"8'-6"4'-3"1'-10"4'-4"1'-9"7'-2"5'-3"5'-6"2'-11"
5'3'-2"14'-8"14'9'-11"
6'-2"7'-5"13'-1"10'7'-2"2'5'-11"3'
3'6'-8"3'-8"3'-10"8'-4"9'-11"9'-7"6'-11"5'-4"7'-6"5'-11"3'
10'
11
14
15
171612
13
18
CALC AREA 1
CALC AREA 2
DRAWN BY:
32292
9/14/22
JOB NO:
DATE:
A.D.WILLIAMS HOMESPALO VERDEBY:LA QUINTA, CAPLAN 2
LICENSE NO. 684600
705 E. HARRISON ST., SUITE 200
CORONA, CA 92879
PH - 800-915-3473
FAX - 951-272-2535
CUSTOM, TRACT, MULTI-FAMILY
AND COMMERCIAL
DESIGN, ENGINEERING AND
INSTALLATION
AS SHOWN
IF SHEET IS LESS THAN
SIZE - 24" X 36"
SHEET ID
24" X 36" IT IS A REDUCED
SCALE
PRINT SCALE
REDUCE ACCORDINGLY
CLASSIFICATION
C-16
LICENSE NO.
684600FIREPROTECTIONCO
N
T
R
ACTORFST
A
TE
OF C A L IF O RNIAThe recipient of these plans
hereby acknowledges that all
plans, details, specifications or
methods of installation
contained in this set of plans is
the sole property of Fire
Sprinkler Systems, Inc. and
that any use of this set of plans
is prohibited and is a violation
of copyright laws without first
receiving permission from Fire
Sprinkler Systems.SECTIONS FOR REFERENCE ONLYPLAN 2
SECTIONS
SHEET FP3 OF FP3NO.DATEREVISION12345DRAWN BY:
32292
9/14/22
JOB NO:
DATE:
A.D.WILLIAMS HOMESPALO VERDEBY:LA QUINTA, CAPLAN 2
�JJAlre
�ISTRi 0
Domestic Water System Flow Analysis
Coachella Valley Water District
75515 Hovley Lane East
Palm Desert, CA 92211
Domestic Water System Flow Analysis
(Hydraulic Model) GEO 06-07-21-4 PZ 22-13337
Requested By:
Williams Homes, Inc.
Date:
3-02-2022
Address:
24-911 Avenue Stanford
Santa Clarita, Ca 91355
APN:
762-480-016
Req. Fire Flow:
gpm at 20psi for hours.
Contact Name:
Autumn Gasparella
Project Name:
Palo Verdes, La Quinta
Phone:
323-351-8296
Email:
AGasparella@williamshomes.com
Cell:
323-351-8296
Domestic Water System
Flow Analysis Location:
Fire Hydrant within Tr. No. 32279 near lot 16 Rosewood Ct. La Quinta
y
Flow Analysis Description
Model Information
CVWD • -ModeRequested
Test 1 Test 2 Test 3 Test 4 Flow Domestic
Elevation (Ft):
-36
None
system flow
available
without
exceeding
Steady State, Dynamic (psi):
88.6
Residual Pressure (psi):
86.1
Fire Flow Tested (gpm):
750
N/A
CVWD's
Combined Total:
N/A
criteria.
Tested Model Junction:
122764
Duration:
2 hours
Demand Conditions:
Peak Day Demand (PDD)
Reservoir No./Level (s):
Reservoir 6726/21.9'
Pumps Operating No's:
Pumps On
Pressure Zone and HGL:
Lake Cahuilla (145')
Model:
CVWD DOMESTICWATER_2020UPDATE_092221
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 4,600
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. 2397.
Completed By:
Date: 3�—
Page 1 of 1 ENG DS-016
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ODEOT
E
FIRE SPRINKLER SYSTEMS
705 E HARRISON ST, #200
CORONA, CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
PALO VERDE
LA QUINTA, CA
PLAN 2
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 9/14/2022
File No: 32292
Data File Name: Plan 2.rdf
SPRINKLER SPACING
256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs:
16.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall:
8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Viking Descr: VK494 Conc.Pend.(16xl6) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee
& 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: 3/2/22 By: CVWD
Static: 79.7 psi Resid: 77.5 psi Flow: 750.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 5
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail.
Req'd
Flowing Flow (psi) No. Flow Press.
Press.
1 13.0 7.6 17 18.0 79.7
31.6
2 13.0 7.6 17 31.1 79.7
53.5
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPARTMENT
RESULTS OF ANALYSIS
PIPE & NODE DATA
*
FLOW ANALYSIS
* 1 sprinkler
flowing *
2 sprinklers
flowing
FIXD
P #
END LEN
FIT.
LOSS
EL
SP *DISCH
FLOW
PF
PT *DISCH
FLOW
PF
PT
HWC
NOD DIA
EQV.LN
PUMP
(FT)
(K) *(GPM)
FL/FT
PE
(PSI)*(GPM)
FL/FT
PE
(PSI)
------------------------------------
---------------------
---------------------
1
1
70.00
EL2BG ----
-2.0
SRCE ----
18.0
1.21
31.6
----
31.1
3.34
53.5
150
2
1.481
22.0 ----
-2.0
---- ----
0.01
0.00
30.4
----
0.04
0.00
50.2
2
2
1.00
-4.0
-2.0
---- ----
18.0
0.09
30.4
----
31.1
0.25
50.2
150
3
0.995
0.0 ----
-2.0
---- ----
0.09
0.00
26.3
----
0.25
0.00
45.9
3
3
150.00
3L
----
-2.0
---- ----
18.0
3.48
26.3
----
31.1
9.60
45.9
150
4
1.360
24.0 ----
-2.0
---- ----
0.02
0.00
22.9
----
0.06
0.00
36.3
4
4
4.00
L ----
-2.0
---- ----
18.0
0.20
22.9
----
31.1
0.55
36.3
150
5
1.265
3.0 ----
2.0
-5 5
0.03
1.73
20.9
5
0.08
1.73
34.1
5
5
2.00
R ----
2.0
-5 5
13.0
0.09
20.9
5
26.1
0.33
34.1
150
6
1.101
1.0 ----
4.0
---- ----
0.03
0.87
20.0
----
0.11
0.87
32.9
6
6
1.00
-3.0
4.0
---- ----
13.0
0.03
20.0
----
26.1
0.11
32.9
150
7
1.101
0.0 ----
4.0
---- ----
0.03
0.00
16.9
----
0.11
0.00
29.7
7
7
7.00
2R ----
4.0
---- ----
13.0
0.28
16.9
----
26.1
1.00
29.7
150
10
1.101
2.0 ----
11.0
---- ----
0.03
3.03
13.6
----
0.11
3.03
25.7
8
10
15.50
2LR ----
11.0
---- ----
13.0
2.31
13.6
----
26.1
8.42
25.7
150
11
0.874
9.0 ----
11.0
---- ----
0.09
0.00
11.3
----
0.34
0.00
17.3
9
11
42.00
4R ----
11.0
---- ----
6.1
1.07
11.3
----
12.8
4.23
17.3
150
12
0.874
4.0 ----
11.0
---- ----
0.02
0.00
10.2
----
0.09
0.00
13.1
10
12
5.50
B ----
11.0
---- ----
0.0
0.00
10.2
----
0.0
0.00
13.1
150
13
0.874
3.0 ----
11.0
---- ----
0.00
0.00
10.2
----
0.00
0.00
13.1
11
12
38.50
B5R ----
11.0
---- ----
6.1
1.08
10.2
----
12.8
4.27
13.1
150
14
0.874
8.0 ----
11.0
---- ----
0.02
0.00
9.2
----
0.09
0.00
8.8
12
14
9.50
R ----
11.0
---- ----
0.0
0.00
9.2
----
13.1
1.01
8.8
150
15
0.874
1.0 ----
11.0
4.71 ----
0.00
0.00
9.2
13.1
0.10
0.00
7.8
13
14
13.50
B ----
11.0
---- ----
6.1
0.38
9.2
----
-0.3
0.00
8.8
150
16
0.874
3.0 ----
11.0
---- ----
0.02
0.00
8.8
---- -0.00
0.00
8.8
14
16
9.50
B ----
11.0
---- ----
13.0
1.18
8.8
----
13.0
1.18
8.8
150
17
0.874
3.0 ----
11.0
4.71 13.0
0.09
0.00
7.6
13.0
0.09
0.00
7.6
15
16
40.50
9R ----
11.0
---- ----
-6.9
1.45
8.8
---- -13.3
4.89
8.8
150
18
0.874
9.0 ----
11.0
---- ---- -0.03
0.00
10.2
---- -0.10
0.00
13.7
16
18
27.50
LB2R ----
11.0
---- ----
-6.9
1.07
10.2
---- -13.3
3.61
13.7
150
11
0.874
9.0 ----
11.0
---- ---- -0.03
0.00
11.3
---- -0.10
0.00
17.3
Node Notes
Pipe Notes
Legend:
P - Pipe #
DIA - Pipe Diameter
EQV. LN - Pipe Equivalent Length
PUMP - Pump Pressure
SP - K-Factor
FLOW - Flow Rate
PF - Pressure Loss due to Friction
PT - Total Pressure at Node
LEN - Pipe Length
FIT. - Pipe Fittings
FIXD LOSS - Fixed Loss Device
EL - Node Elevation
DISCH - Discharge in gpm
FL/FT - Friction Loss per Foot
PE - Pressure Loss due to Elevation
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z=
The maximum velocity of water flow occurs in pipe 2
at 7.43 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 8
at 13.98 ft/s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard
PAGE: C
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.874
1.00
4.00 3.00 1.00
1.00
5.00
2.00
0.00
0.00
0.00
1.101
1.00
5.00 5.00 1.00
1.00
8.00
2.00
0.00
0.00
0.00
PAGE: K
MATERIAL: Copper Tube-K
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.995
1.00
2.00 6.00 2.00
2.00
6.00
0.00
0.00
0.00
0.00
1.481
2.00
4.00 8.00 3.00
3.00
9.00
0.00
0.00
0.00
0.00
PAGE: L
MATERIAL: Copper Tube-L
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.265
1.00
3.00 6.00 2.00
2.00
7.00
0.00
0.00
0.00
0.00
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.360
2.00
8.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 2021.0.01 computer program (License No. )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.13 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.14 gpm with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 53.5 psi and a 7 minute flow of 218 gal. and a 10 minute flow of 311.4 gallons.
The minimum pressure at any node is 7.6 psi at node 17.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
WATER SUPPLY CURVE
•1 1
81.0
P
72.0
R
E
63.0
S
S
54.0
U
R
45.0
E
36.0
P
27.0
S
I
18.0
0.0
04 8 12 16 20 24 28 32 36 40
FLOW (GPM)
Static
= 79.7 psi, Residual
= 77.5 psi @ 750 gpm
(1 sprinkler
flowing)
(2 sprinklers flowing)
A = Available
Water Supply
C = Available Water
Supply
79.7 psi @
18.0 gpm
79.7 psi @ 31.1
gpm
B = Required Water Supply
D = Required Water
Supply
31.6 psi @
18.0 gpm
53.5 psi @ 31.1
gpm
FIRE SPRINKLER SYSTEMS
705 E HARRISON ST, #200
CORONA, CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
PALO VERDE
LA QUINTA, CA
PLAN 2
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 9/14/2022
File No: 32292
Data File Name: Plan 2.rdf
SPRINKLER SPACING
400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs:
20.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall:
10.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Viking Descr: VK494 Conc.Pend.(20x20) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee
& 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: 3/2/22 By: CVWD
Static: 79.7 psi Resid: 77.5 psi Flow: 750.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 5
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail.
Req'd
Flowing Flow (psi) No. Flow Press.
Press.
1 20.0 18.0 13 25.0 79.7
52.0
1 20.0 18.0 13 25.0 79.7
52.0
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPARTMENT
RESULTS OF ANALYSIS
PIPE & NODE DATA
*
FLOW ANALYSIS
* 1 sprinkler
flowing * 1 sprinklers
flowing
FIXD
P #
END LEN
FIT.
LOSS
EL
SP *DISCH
FLOW
PF
PT *DISCH
FLOW
PF
PT
HWC
NOD DIA
EQV.LN
PUMP
(FT)
(K) *(GPM)
FL/FT
PE
(PSI)*(GPM)
FL/FT
PE
(PSI)
------------------------------------
---------------------
---------------------
1
1
70.00
EL2BG ----
-2.0
SRCE ----
25.0
2.23
52.0 ----
25.0
2.23
52.0
150
2
1.481
22.0 ----
-2.0
---- ----
0.02
0.00
49.7 ----
0.02
0.00
49.7
2
2
1.00
-4.0
-2.0
---- ----
25.0
0.17
49.7 ----
25.0
0.17
49.7
150
3
0.995
0.0 ----
-2.0
---- ----
0.17
0.00
45.6 ----
0.17
0.00
45.6
3
3
150.00
3L
----
-2.0
---- ----
25.0
6.39
45.6 ----
25.0
6.39
45.6
150
4
1.360
24.0 ----
-2.0
---- ----
0.04
0.00
39.2 ----
0.04
0.00
39.2
4
4
4.00
L ----
-2.0
---- ----
25.0
0.37
39.2 ----
25.0
0.37
39.2
150
5
1.265
3.0 ----
2.0
-5 5
0.05
1.73
37.1 5
0.05
1.73
37.1
5
5
2.00
R ----
2.0
-5 5
20.0
0.20
37.1 5
20.0
0.20
37.1
150
6
1.101
1.0 ----
4.0
---- ----
0.07
0.87
36.0 ----
0.07
0.87
36.0
6
6
1.00
-3.0
4.0
---- ----
20.0
0.07
36.0 ----
20.0
0.07
36.0
150
7
1.101
0.0 ----
4.0
---- ----
0.07
0.00
32.9 ----
0.07
0.00
32.9
7
7
7.00
2R ----
4.0
---- ----
20.0
0.61
32.9 ----
20.0
0.61
32.9
150
10
1.101
2.0 ----
11.0
---- ----
0.07
3.03
29.3 ----
0.07
3.03
29.3
8
10
15.50
2LR ----
11.0
---- ----
20.0
5.13
29.3 ----
20.0
5.13
29.3
150
11
0.874
9.0 ----
11.0
---- ----
0.21
0.00
24.2 ----
0.21
0.00
24.2
9
11
42.00
4R ----
11.0
---- ----
13.1
4.39
24.2 ----
13.1
4.39
24.2
150
12
0.874
4.0 ----
11.0
---- ----
0.10
0.00
19.8 ----
0.10
0.00
19.8
10
12
5.50
B ----
11.0
---- ----
20.0
1.78
19.8 ----
20.0
1.78
19.8
150
13
0.874
3.0 ----
11.0
4.71 20.0
0.21
0.00
18.0 20.0
0.21
0.00
18.0
11
12
38.50
B5R ----
11.0
---- ----
-6.9
1.37
19.8 ----
-6.9
1.37
19.8
150
14
0.874
8.0 ----
11.0
---- ---- -0.03
0.00
21.2 ---- -0.03
0.00
21.1
12
14
9.50
R ----
11.0
---- ----
0.0
0.00
21.2 ----
0.0
0.00
21.1
150
15
0.874
1.0 ----
11.0
---- ----
0.00
0.00
21.2 ----
0.00
0.00
21.1
13
14
13.50
B ----
11.0
---- ----
-6.9
0.49
21.2 ----
-6.9
0.49
21.1
150
16
0.874
3.0 ----
11.0
---- ---- -0.03
0.00
21.6 ---- -0.03
0.00
21.6
14
16
9.50
B ----
11.0
---- ----
0.0
0.00
21.6 ----
0.0
0.00
21.6
150
17
0.874
3.0 ----
11.0
---- ----
0.00
0.00
21.6 ----
0.00
0.00
21.6
15
16
40.50
9R ----
11.0
---- ----
-6.9
1.46
21.6 ----
-6.9
1.46
21.6
150
18
0.874
9.0 ----
11.0
---- ---- -0.03
0.00
23.1 ---- -0.03
0.00
23.1
16
18
27.50
LB2R ----
11.0
---- ----
-6.9
1.07
23.1 ----
-6.9
1.07
23.1
150
11
0.874
9.0 ----
11.0
---- ---- -0.03
0.00
24.2 ---- -0.03
0.00
24.2
Node Notes
Pipe Notes
Legend:
P - Pipe #
DIA - Pipe Diameter
EQV. LN - Pipe Equivalent Length
PUMP - Pump Pressure
SP - K-Factor
FLOW - Flow Rate
PF - Pressure Loss due to Friction
PT - Total Pressure at Node
LEN - Pipe Length
FIT. - Pipe Fittings
FIXD LOSS - Fixed Loss Device
EL - Node Elevation
DISCH - Discharge in gpm
FL/FT - Friction Loss per Foot
PE - Pressure Loss due to Elevation
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z=
The maximum velocity of water flow occurs in pipe 8
at 10.70 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 8
at 10.70 ft/s with 1 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard
PAGE: C
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.874
1.00
4.00 3.00 1.00
1.00
5.00
2.00
0.00
0.00
0.00
1.101
1.00
5.00 5.00 1.00
1.00
8.00
2.00
0.00
0.00
0.00
PAGE: K
MATERIAL: Copper Tube-K
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.995
1.00
2.00 6.00 2.00
2.00
6.00
0.00
0.00
0.00
0.00
1.481
2.00
4.00 8.00 3.00
3.00
9.00
0.00
0.00
0.00
0.00
PAGE: L
MATERIAL: Copper Tube-L
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.265
1.00
3.00 6.00 2.00
2.00
7.00
0.00
0.00
0.00
0.00
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.360
2.00
8.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 2021.0.01 computer program (License No. )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.07 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.10 gpm with 1 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 52.0 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons.
The minimum pressure at any node is 18.0 psi at node 13.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
WATER SUPPLY CURVE
•1 1
81.0
P
72.0
R
E
63.0
S
S
54.0
U
R
45.0
E
36.0
P
27.0
S
I
18.0
0.0
04 8 12 16 20 24 28 32 36 40
FLOW (GPM)
Static
= 79.7 psi, Residual
= 77.5 psi @ 750 gpm
(1 sprinkler
flowing)
(1 sprinklers flowing)
A = Available
Water Supply
C = Available Water
Supply
79.7 psi @
25.0 gpm
79.7 psi @ 25.0
gpm
B = Required Water Supply
D = Required Water
Supply
52.0 psi @
25.0 gpm
52.0 psi @ 25.0
gpm
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
October 20, 2022
Fire Sprinkler Systems Inc.
705 E Harrison St #200
Corona, CA 92879
Re: Residential Fire Sprinkler Plan Review — PALO VERDE — TR 32279 & 33336
FCMP2022-0028 / MASTER PLAN 2
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.
Contractor shall separately apply and pay fees for the various Production Home lots associated with this
project as each will be handled under separate permit.
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
Bin #
City of La Quints
Building 8z Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La.Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: MASTER PLAN TYPE 2
Owner's Name: WILLIAMS HOMES
A.P.Nnmber:
Address:24911 STANFORD AVENUE
Legal Description: MASTER PLAN TYPE 2
Contractor: FIRE SPRINKLER SYSTEMS, INC
City, ST, Zip: SANTA CLARITA, CA 91355 pa
Telephone: W.;£;$�.,
Address: 705 E. HARRISON ST. #200
Project Description:
City, ST, Zip: CORONA, CA 92879
INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS
Telephone: 951-272-2522
{y �k ,r>Y "'`' 'f
31 HEADS / 3,866 SF
State Lic. # : 684600 City Lie. #.: 762890
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #: . ,., � z? s"
Name of Contact Person: JAM I E B I S H I P
Construction Type:.V_g Occupancy: R3/U
Project type (eirete one): New Add'n Alter Repair Demo
Sq. Ft.: 3,866 S F "St es: 1 # Units: N/A
Telephone # of Contact Person: 951-272-2522
Estimated Value of Project: $3,100.00
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Reed
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item Amouat
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
r' Review, ready for correctionslissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.MX
11.0A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review; ready for eorrectionsAssue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees