FCMP2021-0007 Signature at PGA Plan 7a u�tt
Project Details PROJECT NUMBER
` =�w City of La Quinta FCMP2021-0007
MoFT�-
Description: SIGNATURE AT PGA / FIRE SPRINKLER MASTER / PLAN
TYPE 7
Status: APPROVED
Type: FIRE CONSTRUCTION MASTER PLAN (WEB)
Status Date:
Subtype: FIRE SPRINKLER MASTER PLAN
Applied: 1/21/2021
Address: 56140 PGA BLVD
Approved: 2/2/2021
City, State, Zip: LA QUINTA,CA92253
Closed:
Project Manager:
Expired:
Details:
Pr DAYS
REVIEWS
III ACTIONS
INSPECTIONS
CONDITIONS
ADDITIONAL SITES
CHRONOL
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
Woodbridge Pacific
27285 Las Ramblas
Mission Viejo
CA
92691
(951)272-2522
jamieb@fireinc.net
Printed: Friday, March 03, 2023 2:36:31 PM 1 of 3 CENTRALSOLIARE
a u�tt
Project Details PROJECT NUMBER
` =�w City of La Quinta FCMP2021-0007
MoFT�-
CLTD
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
FIRE STAFF - PER HOUR
101-0000-42420
1
$161.00
$161.00
3/14/21
WEB7627
092831
CREDIT
FIRE SPRINKLER
ECON
SYSTEMS INC
Total Paid for FIRE FEES: $161.00 $161.00
RECORDS
MANAGEMENT FEE -
101-0000-42416
0
$21.00
$21.00
3/14/21
WEB7627
092831
CREDIT
FIRE SPRINKLER
ECON
SYSTEMS INC
MAJOR
Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00
TECHNOLOGY
502-0000-43611
0
$5.00
$5.00
3/14/21
WEB7627
092831
CREDIT
FIRE SPRINKLER
ECON
ENHANCEMENT FEE
SYSTEMS INC
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
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
1/21/2021
2/4/2021
2/2/2021
APPROVED
SEE ATTACHMENTS
HETRICK
1ST PERMIT
ARMANDO
1/21/2021
1/22/2021
1/27/2021
COMPLETE
TECHNICIAN (1DAY)
MAGALLON
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
1/21/2021
EtrakitContractor
APPLICATION
Application.pdf
1
DOC
1/21/2021
EtrakitContractor
Tracking Sheet
Building Tracking
Sheet.pdf
1
Printed: Friday, March 03, 2023 2:36:31 PM 2 of 3 CENTRALSOLIARE
° Project Details PROJECT NUMBER
�MOFow City of La Qu i nta _ FCM P2021-0007
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
1/21/2021
EtrakitContractor
1ST SUBMITTAL -
FIRE FLOW TEST.pdf
1
WATER FLOW
DOC
1/21/2021
EtrakitContractor
1ST SUBMITTAL - PLAN
Master Plan 7.pdf
1
SE
DOC
1/21/2021
EtrakitContractor
1ST SUBMITTAL -
Plan 7 Hydraulic
1
HYDRAULIC CALCS
Calculations. pdf
DOC
2/2/2021
KOHL HETRICK
FCMP2021-0007
Master Plan 7_1.pdf
1
APPROVED PLAN
DOC
2/2/2021
KOHL HETRICK
FCMP2021-0007 - COA
FCMP2021-0007 - COA
1
LETTER.pdf
LETTER.pdf
Printed: Friday, March 03, 2023 2:36:31 PM 3 of 3 CENTRALSQUARE
VI■/�_ ■�N FREEDOM RESIDENT AL
,�.�((VV,,,,A�(„�.+•.. CONCEALED PENDENT
SENJU SPRINKLER CO., LTD. � spalxKLEavN49a IK4sf
Residential Lead Free Flat Concealed Sprinkler,
Pan Or r.NPn•n.: psasuot rm Ia N..: e"]ero' nMFnm�, e. ao .�w.xmvc.m.wm
.n prod, x,en"s. NIw
R:x.aae-taap
MWo—d RC-RES. K-Factor: 3.7. SIN: SS8261 ij,.> �^^?:-� �� r .wr "" w ne. nee
GENERAL DESCRIPTION
M wRPnnp emeH na ter. H.a R::p.�:e. • ol•N"°100, e.w
NN IpMr enrERR.
ens<aaeeleaewrpgieiee,aerynkmMeessym�Meu..... arplma. 'w8O"
e. row nm man..m.n..Nn.nc•I, m. m.Jo, cun•M.,Nlpnm, polmae —NI
Th.MwN aeRas le NnpMarorMNawIIN eNwwa.e.na bP.ma ro, u,.ln nem... wa;7w:.ro "� mpm 0n°
s�rec�.m nr""HD
el •wnp.r •nlems ro, onm •m no Femp I pwvnnu and m. u
per ayasmv ro� ResINmN oauPo^<x, up p me Inquanp
gorsilam,rorin.madammlpwlona Ne,ryeccuPoMiM Por NFPA t.. Nrmgwhaemala ce "sw vw'ure m. w"�sl�apea .eM
PC
]A (a eLPR4De0KM IM1Nme•bine x, LISONG9ANDAPPROVALa
uppNra
Fm eS.-S O.R.1101 SP r, IS. Model RC REa preWec to Inca (l xsmm, wmcel wuamaM. Thb e9uameM In
'MT pminPoea°°piinsri,awla;mei ,In.°we 1UP.»:UeH.d..g. 11 s� 11.1:e �n �: a"ria•°.
ommn,aaw„rorpwamme,na.Powr,L
nN.a.°s mMremr w veNw , Apr =r aq, e.w,,,m„r w m. ow„e. ,, row
GMgNbn Na,. nw,,.rro v,wro..Povrmw, gov...,nw,,,,a.wme mm,mn
ewro an m. v„lean,„rN.,n,na q..ro., N P.ver.vr,a.e,bmue,l rn.
TECHNICAL DATA
Slmnx gr den mcMpnwi+ume1 N,IHBN1
spNlis.seM
K. M Fe AG
K.
nN1PI
P IM ,o•, lu•glevs�M
s•r�I wMs,ex°p Rx°el even
revmb.n
:•Farm
s°F IVF°el
ww(cer., PINK
NeMwx
rF arm:YdIMCNerw M.M
slAeJeNmeM:1n lun ax.e mM
Dt Bepa, esewn each NaK.
P� „�Immq.nNn• RN F �m.nq,., r �"
{d tlw emr.,
FIOURE 1. AbdN RC-RES I[m0.]
'—A
e "
OPERATION
IePo n.r ln. cwN p ea etn nd a ree a"e, meM Tn
nr� wwmmm. MMr. wa denk Tw"x.m 7dnead A. m:e..a ie meooe
a,lga,bdenm. gr.N.dRm m... IR. aw"ae eMP ,v,n ,re11 .1.. ..-a 1. wn.,ew
w.m)
Im)
rAn °
Fro.^z<r
sPb
IUL9
PmNax
�)
(mM
PPL9
gym•
IN,1
,a-,
Carl
(x ra)
ro
I.R,
to SO)
Inges.
D.
e
l,ara,
M.a)
IBra)
(o.w)
( al
(oso)
IasMtia)
(eel
heal
rom
Sa IS
bail
IA9Ma1
(,a)
11
lea.z)
(p?Be)
(Xe�x)
Ip?85)
TOR� N4na nan i.Pe. aPu kpMrod, n Mws m use tnn minimum atl weuurta urwe
OUE. wnponno-1 F.—RN—.,SMu pup CPRH—wnSE,—.
�• meN•nwn XwmNe�e a�acw�GN.mrm GVL.VsfV ump
mn
Mae VK490 4.9 KFepxOrARuro=[ DSHae,k l Pend—SSpd,kler
..m°pYN`Mwb.`
wxL
M.
w pu•
p,INmm
Aonmwbw
w a
tMspgR aprm'GTe•pN„
q-
nXM
.,..
Na%,n
I,OD
Iwpa)
row
row
•
wwr]Vo.
pe,
AM.
mxni,
IN'xl
Ntx)
ro:N
row'
HYDRAULIC SYSTEM
This Nikmg is Protected by a
Hyd--Lily Daaigned
AaO-&SpnnNer System.
Date metalled 114121
Location CALL AREA
Number of Sprinldem 2
Besis d Nqn
ow m .05g "SfL.fL
2.11 llFDA FAOFDROHARC£
392�.d.
System Demand
1.LxAFERFLCO1ATE 25.2 RICO
2. RESIWAL PRESSURE AT THE
RASE OF THE RISER 23.7 psi
maR16d By Flre Spnnkkr8 kna hl .
HYDRAULIC NAMEPLATE
N.T.S.
13D GENERAL NOTES
in
lur1. ervuaer$aNA 1. CPHAE A"veaMnrverRLVAF xe0 ssu ocAnR
II LED PENDENT.PFUNNER.AREIL.L. LISTED AN.
NANt CTUREI YSENJU. INSTALLED AT 1. Fr. MAFIMUM aPAONO
GATRA
12 PENDENT LI ETECNo A7NU1FACTURE09TETEM Y VIGN-CKOINSTALERESPONSEDATI,R.1SPRINKLERS—AREDAOING
'ON 8IM24
ME REQUIRE. IN THE C—READED SPACE.
PROJECT $ Is.RNp
SRE
PGA
WEST�
uThuc N
SIGNATURE Q PGA WEST
TRACTIS.1
1117
AHJ: LAOUINTA FIRE DEPARTMENT
LEGAL DESCRIPTION
BUILDING SUMMARY
jsPRIM4ER
® CEALEDE S.PENDENT SPRINKLER
Qi RES. PENDENT SPRINKLER
O CHANGE IN ELEVATION
® RISER LOCATION(PER DETAIL)
® NODEPOINTFOR—CDIATION
HANGERTICDETAIL
SYMBOLLEGEND
La Quinta Office of the Fume RMarshal
BY. Kohl Hetrick—..
FIRE SAFETY SPECIALIST
02/02/2021 124 17 PM
The approval of plans and spec fic,d,ns does not
pennitthe violation, deletion, omission orfaulty
Installation of any requirements of Tithe 24 or any
Local Ordinances. Construction shall remain
ssible and exposed for inspedion purposes
until approved by the Fire Department
PERMIT#- FCMP2021-0007
APPROVAL STAMP
'FOR REFERENCE ONLY
PRESSURE
O 9ES TO DOMESTIC
M STICV
1
WATER
5GPMACONTROL VALVE FOR DOMESTIC
C S GPM ALLW ANCE
T \ O 3•GEV.
FINISHGRAD nELEV
ih CWPERL� TER
/THP ; PSI LOSS
PLER
-L. ]P MPX 3"ELEV. 3U M. -Y ELEV.
UNDERGROUND DETAIL
N.T.S. (FOR REFERENCE ONLY)
cPn:Tona.w— 101I ELEV
OT WRARE
EIS-1mRST
EPS
SINILL
3 cm<RSER
W.MN,
�. d.N'
Aavv�R� _ Tr
-TAPICCU
PS
Rueeew Fc Via/ 6 - -
ssr1. In..T.a., ATSOK OLLv.
RISER DETAIL
N.T.S.
JOB NO: 320U
DATE: 1/4/21
DRAIAM BY: C.P.
SIZE - SYSTEM PIPE: 3/4" thru 3"
MATERIAL - CARBON STEEL.
FINISH - Mil. Galvanized.
LISTING/APPROVAL -
` 203-EX 4231, EX 2551
FUNCTION - Support horizontal piping: CPVC, Copper or Steel.
Size 3/4" - 2" Prevents upward movement of pipe from pendent sprinkler discharge.
Stabilize vertical piping.
INSTALLATION - Per these instructions
including NFPA 13, 13R, 13D and CPVC manufacturers instructions.
install on horizontal or vertical mounting surface.
FASTENERS - UL Listed per NFPA 13
in WOOD:
3/4" - 3" CPVC PIPE - #905 screw - no pre -drill.
3/4" - 3" Steel and Copper pipe - #14 x 1 1/2" SMS or
1/4"x1 1/2" lag bolt - no pre -drill.
in STEEL: min. 18 GA.
3/4" - 3" CPVC, Copper and Steel pipe - 1/4" or #14 Tek Screw.
FEATURES
* Offset edge eliminates abrasion. Hang
* Retainer dimples secure hanger to pipe during installation.
* Required AFCON #905 screw included - 5/16" hex head.
ORDERING - Part # and pipe size.
CAN ALSO BE USED TO REPLACE - #500 Pipe Strap
#520 Tin Strap
1iti
510 FAST.
SIZE
DIM.
3/4
2.126
SIZE - SYSTEM PIPE: 3/4" thru 2"
1 1/4
3.170
MATERIAL - Carbon Steel.
1 1/2
3.40o
FINISH - Mil. Glavanized.
2 1/2
4.320
LISTING/APPROVAL -
3
5.320
`
203-EX 4231, EX 2551
Restraint
Nominal Pipe Size (in.)
1"
1'/4"
1'/2"
2"
2yz"
3„
3yz"
4„
5"
6"
8"
Steel pipe except threaded
N/A
12'-0"
12'-0"
15-0"
15-0"
15-0"
15-0"
15'-0"
15'-0"
15'-0"
15,-0"
15,-0"
lightwall
Threaded lightwall steel
N/A
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
N/A
N/A
N/A
N/A
N/A
pipe
Copper tube
8'-0"
8'-0"
10'-0"
10'-0"
12'-0"
12'-0"
12'-0"
15'-0"
15'-0"
15,-0"
15,-0"
15,-0"
CPVC
5-6"
6'-0"
6'-6"
T-0"
8'-0"
9'-0"
10'-0"
N/A
N/A
N/A
N/A
N/A
Polybutylene (IPS)
N/A
3'-9"
4'-7"
5'-0"
5-11"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Polybutylene (CTS)
2'-11"
3'-4"
3'-11"
4'-5"
5'-5"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Ductile iron pipe
N/A
N/A
N/A
N/A
N/A
15-0"
N/A
N/A
15'-0"
N/A
15'-0"
15'-0"
AFCON 5 10 HANGER (S TEEL - COPPER - C. P. V. C. )
NOT TO SCALE
PATENT - No. 6,648,278.
FUNCTION - Support horizontal piping: CPVC, Copper or Steel.
Provides listed vertical/horizontal restraint and prevents
upward movement of pipe from pendent sprinkler discharge. 4
Stabilize vertical piping.
INSTALLATION - Per these instructions Restr,
including NFPA 13, 13R, 13D and CPVC manufacturers instructions.
Install on horizontal or vertical mounting surface.
Snap over pipe then squeeze strap back allowing pipe to slide freely.
When #905 threads are exposed in wood, install #906 backing nut.
FASTENERS - UL Listed per NFPA 13
WOOD - CPVC pipe - #905 screw- no pre -drill.
Copper and Steel pipe - #14 SMS or 1/4 "x1 1/2" lag screw - no pre -drill.
Thru 5/8" gypsum board - 1/4"x 2" lag screw.
STEEL - min. 18 GA. - CPVC, Copper and Stell pipe - 1/4" or #14 Tek Screw.
CONCRETE: Required minimum load each fasterner = 5(wt)+250lbs.
2
FEATURES
bilize * 1 1/2" Offset - loose fit allows pipe to slide.
* Common center -line for 3/4" and 1 ".
* Offset edge eliminates abrasion.
* AFCON #905 screw included - 5/16" hex head.
ORDERING - Part # and pipe size.
AFCON #906 backing nut sold serparately.
r�
#905 i i #906
3.00
i
I
0
Hanger/Restrainer
Nominal Pipe Size (in.)
'/4"
1"
1'/4"
1'/2"
2"
2/2"
3"
3/2"
4"
5"
6"
8"
Steel pipe except threaded
N/A
12'-0"
12'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15-0"
15-0"
15-0"
15-0"
15'-0"
lightwall
Threaded lightwall steel
N/A
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
N/A
N/A
N/A
N/A
N/A
pipe
Copper tube
8'-0"
8'-0"
10'-0"
10'-0"
12'-0"
12'-0"
12'-0"
15-0"
15-0"
15,-0"
15-0"
15,-0"
CPVC
5'-6"
6'-0"
6'-6"
T-0"
8'-0"
9'-0"
10'-0"
N/A
N/A
N/A
N/A
N/A
Polybutylene (IPS)
N/A
3'-9"
4'-7"
5-0"
5-11"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Polybutylene (CTS)
2'-11"
3'-4"
T-11"
4'-5"
5'-5"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Ductile iron pipe
N/A
N/A
N/A
N/A
N/A
15'-0"
N/A
N/A
15'-0"
N/A
15'-0"
15'-0"
AFCON 514 HANGER (STEEL - COPPER - C. P. V. C.
NOT TO SCALE
)ilize
PLAN 7 - FIRE SPRINKLER PLAN
SCALE: 1/4" =1'-0"
X
O
O
OPT. OFFICE
RISER
LOCATION
TOTAL LIVING AREA - 2,277 SQ. FT.
GARAGE AREA- 533 SQ. FT.
DESIGN AND INSTALLATION SHALL
CONFORM TO NFPA 13D, 2016 ED.
NOTES:
1. ALL HEAD SPACING TO BE 14'x14', UNLESS OTHERWISE
NOTED.
2. ALL PIPES TO BE %" 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
55sgft. 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 24sgft.
(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 15sgft (1.4 sqm)
PER SPRINKLER.
Z
O
w
w
0
O
Z
M
FIRi SPRINIaiR
SYSTEMS INC.
•
LICENSE NO.684600
•
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
•
DESIGN, X.X.INEERING AND
INSTALLATION
•
705 E. HARRISON ST., SUITE 200
CORONA, CA 92879
PH - 800-915-3473
FAX - 951-272-2535
•
The 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
SDrinkler Svstems.
Z
N
M
'
coQ
Z)
*k
cfl
rn
LU
LU
Z
00
_
>
>
U)
0
H
Z
;
o
Z_
Q
x
X
co
C0
No
LU
J
Y
1
0
0
0
Z
LO
LO
O
LLI
NO
04
i1
to
J
Q
W
cfl
CD
CD
O
O
U
<ti
CD
M
C6
C6
4
Y
J
O
w
)ULU
o
oOz
i
YU
Owz
WOUwZ�O�OaU
LU
0
0
Z
Z
Z
Z
2
0
>
>
J
Q
U
m
U
CL
Lr)
Q <Z
m
Ufa-
C1m
LU
J
O
z
Q
JOB NO: 32034
DATE: 1 /4/21
DRAWN BY: C.P.
Q�o'�'CT I ON CO,y�
CLASSIFICATION
C-16
* LICENSE NO.
684600
J�gTF OF C A`
SIZE 24" X 36"
SCALE
1/4" =1'
IF SHEET IS LESS THAN
24" X 36" IT IS A REDUCED
PRINT SCALE
REDUCE ACCORDINGLY
SCALE: 1/4" = 1'-0"
SHEET ID
FIRE SPRINKLER PLAN
SHEET FP2 OF FP3
January 2005
Garage Installation Specifications
Garage Installation Specifications shall only apply for the installation of UL Listed
BlazeMaster" CPVC pipe and fittings in garages requiring sprinkler protection per NFPA
13D and NFPA 13R. These Standards are defined in NFPA codes entitled 'One and Two
Family Dwellings and Mobile homes' and in 'Residential Occupancies up to Four Stories
in Height'. As referenced in NFPA 13D Section 8.6.4,'Sprinklers are not required in garages,
open attached porches, carports or similar structures." The installation of TFP BlazeMaster
sprinkler pipe and fittings for use in garages requiring sprinkler protection per NFPA 13R
is only applicable to the UL Listing of this product.
Requirements for Pipe, Fittings, Solvent Cement Systems, System Design, Installation,
Freeze Protection, and Penetrating Fire Related Walls and Partitions are covered in this
installation and technical handbook. Please read these sections of the manual carefully
prior to designing or installing TFP BlazeMaster pipe and fittings for garage installations.
The Installation of TFP BlazeMaster pipe and fittings In garages requiring sprinklers
Is only UL Listed and is not C-UL Listed.
• Installation Requirements
Protection: TFP BlazeMaster CPVC pipe and fittings shall be installed concealed
behind protection consisting of a minimum of one layer of 3/e' thick gypsum
wallboard or'/z' thick plywood.
Sprinkler Requirements: UL Listed, quick response, standard coverage, pendent
or sidewall sprinklers with a 225'F (107°C) maximum temperature rating shall be
utilized. All sprinklers shall be installed per the manufacturer's published
installation instructions.
Installation Standard: The Listing for Garage Installations shall pertain to those
occupancies defined by NFPA 13R.
System Risers
In accordance with the UL Listing, TFP BlazeMaster CPVC pipe and fittings may be used
as system risers in accordance with NFPA 13,13D and 13R when subject to the following
additional limitations:
1. When installed protected (concealed) In accordance with NFPA 13D and 13R, the
minimum protection shall consist of either one layer of Y? (9.5 mm) thick gypsum
wallboard or'/i (12.7 mm) thick plywood.
2. When installed without protection (exposed) in accordance with NFPA 13,13D
and 13R, the following limitations shall apply;
- The riser shall be installed below a smooth, flat, horizontal ceiling construction. A
Listed residential pendent sprinkler is to be installed with its deflector at the
distance from the ceiling specified in the sprinkler Listing.
OR
The riser shall be installed below a horizontal unfinished basement ceiling (in
accordance with NFPA 13D) constructed utilizing nominal 2" x 10" or nominal 2' x
12" exposed solid wood joists on 16' centers. A Listed residential pendent
sprinkler is to be installed with its deflector a maximum of 1114 below the bottom
of the solid wood joist in anticipation of future installation of a finished ceiling.
When installing TFP BlazeMaster CPVC pipe and fittings in conjunction with 2' z 12'
solid wood joists, the maximum system working pressure under flowing conditions
shall not exceed 100 psi and the maximum system working pressure under static
(nonflowing) conditions shaft not exceed 175 psi.
- The Listed residential pendent sprinkler is to have 155°F (68°C) maximum
temperature rating and is to be installed at a ma
inches from the center line of the riser. The syst
Listed flows for the sprinkler selected except thi
multiple sprinklers shall not be less than 11 gpn
Al
Al
i
Table R •One Point of Restraint
R R
MAx.3 � MAx.
One -Paint
1/ertica!
Restraint
RESTRAINT F2ESTFiA1NT
ONE -POINT ONE -POINT
Nominal
IL i'TS3
"R"
Pipe Size
Lessthan
Greater than
ANSI Inches
100 psi
100 psi
C1N
(6,9 bar)
(6,9 bar)
Table S •Two Points of Restraint
Nominal Pipe iLS„ 'IS"
Size Less than Greater than
ANSI Inches 100 psi 100 psi
DN (6,9 bar) (6,9 bar)
3f4 4'-0" 3°-0"
DN20 (1,22 m) (C3,91 m)
1 5' 0" 4'-0"
DN25 (1,52 m) (1,22 m)
1-1/4 6'-D" 5'-D"
QN32 (1;83 m) (1,52 m)
1-1/2-3 7'-0" T-fl"
DN40 - DN80 (2,13 m) (2,13 m)
S
MAX. --�I
Two -point ANY 1]ISTAt�CE �-•—•.-
Vertical
BUILDING SECTION
01
BUILDING SECTION
Z
0
w
w
Q
0
O
Z[FSS]
FIRi SPRINIaiR
SYSTEMS INC.
•
LICENSE N0.684600
•
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
•
DESIGN, X.X.INEERING AND
INSTALLATION
•
705 E. HARRISON ST., SUITE 200
CORONA, CA 92879
PH - 800-915-3473
FAX - 951-272-2535
•
The 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.ry
Z
O
W
U
Z
W
W
W
O
U)
Z
O
U
W
U)P.
S
MAX. --�I
Two -point ANY 1]ISTAt�CE �-•—•.-
Vertical
BUILDING SECTION
01
BUILDING SECTION
Z
0
w
w
Q
0
O
Z[FSS]
FIRi SPRINIaiR
SYSTEMS INC.
•
LICENSE N0.684600
•
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
•
DESIGN, X.X.INEERING AND
INSTALLATION
•
705 E. HARRISON ST., SUITE 200
CORONA, CA 92879
PH - 800-915-3473
FAX - 951-272-2535
•
The 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.ry
Z
O
W
U
Z
W
W
W
O
U)
Z
O
U
W
U)P.
U
I—
it
Q
�
� m
U
�
cfl ti �
Q
W
Cl) Q
Z
W
J
�
O
z
�
�
Q
JOB NO: 32034
DATE: 1 /4/21
DRAWN BY: C.P.
�t✓T 10 C
FIO T
ti
� CLASSICATION 9�
C-16
* LICENSE N0.
684600
��9TF OF CA�\F���\�
SIZE - 24" X 36"
SCALE AS SHOWN
IF SHEET IS LESS THAN
24" X 36" IT IS A REDUCED
PRINT SCALE
REDUCE ACCORDINGLY
BUILDING SECTION
SHEET ID
SECTIONS
SHEET FP3 OF FP3
FIRE SPRINKLER SYSTEMS, INC.
705 E. HARRISON ST. SUITE 200
CORONA, CA.
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
SIGNATURE @ PGA WEST
LA QUINTA, CA.
TRACT #36537 *PLAN 7
*10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 1/4/2021
File No: 32034
Data File Name: PLAN 7.rdf
SPRINKLER SPACING
196.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs:
14.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall:
7.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Senju Descr: SS8261 Pend.RC-RES(14x14) K=3.70
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=3.61 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=3.59 (Incl. 1 Tee
& 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 65.6 psi Resid: 60.1 psi F1ow:1500.0 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 10.0 7.7 15 15.0 65.6
29.5
2 10.0 7.7 15 25.2 65.6
41.2
REVIEWING AUTHORITY
LA QUINTA FIRE DEPARTMENT
WATER SUPPLY CURVE
75.0
67.5
P
60.0
R
E
52.5
S
S
45.0
U
R
37.5
E
30.0
P
22.5
S
I
15.0
7.5
0.0
04 8 12 16 20 24 28 32 36 40
FLOW (GPM)
Static
= 65.6 psi, Residual
= 60.1 psi @ 1500 gpm
(1 sprinkler
flowing)
(2 sprinklers flowing)
A = Available
Water Supply
C = Available Water
Supply
65.6 psi @
15.0 gpm
65.6 psi @ 25.2
gpm
B = Required Water Supply
D = Required Water
Supply
29.5 psi @
15.0 gpm
41.2 psi @ 25.2
gpm
RESULTS OF ANALYSIS
NFPA NODE & PIPE DATA
2 Sprinklers Flowing
Node Tag Elevation Node Type Pressure Discharge Notes
(FT) (PSI) (GPM)
1 -2.0 SOURCE 41.2 - - -
2 -2.0 - - - - 35.0 - - -
3 -2.0 - - - - 27.3 - - -
4 -2.0 - - - - 25.6 - - -
5 2.0 DOMESTIC 23.7 5.0
6 4.0 - - - - 22.7 - - -
7 4.0 - - - - 20.1 - - -
10 11.0 - - - - 16.4 - - -
11 11.0 - - - - 14.4 - - -
12 11.0 - - - - 11.3 - - -
13 11.0 - - - - 11.3 - - -
14 11.0 - - - - 8.6 - - -
15 11.0 K= 3.61 7.7 10.0
16 11.0 - - - - 8.6 - - -
17 11.0 K= 3.61 8.0 10.2
Pipe Tag K-fac AF AF to L C
Frm Node E1 (ft) PT (q) node/ Nom ID Fit F
To Node E1 (ft) PT TF(Q) disch Act ID T FL/FT
Pipe: 1 SOURCE G: 0 30.00 150
1 -2.0 41.2 25.2 3 1.000 B: 6 6.00
2 -2.0 35.0 25.2 0.995 36.00 0.171
Pipe: 2 0.00 1.00 150
2 -2.0 35.0 25.2 4 0.750 ---- 0.00
3 -2.0 27.3 25.2 0.745 1.00 0.701
Fixed Pressure Loss Device: 7.0 psi
Pipe: 3 0.00 70.00 150
3 -2.0 27.3 25.2 5 1.500 3L:27 27.00
4 -2.0 25.6 25.2 1.590 97.00 0.017
Pipe: 4 DOM. 5.0 Disch 4.00 150
4 -2.0 25.6 20.2 6 1.500 L: 4 4.00
5 2.0 23.7 25.2 1.505 8.00 0.023
Pipe: 5 0.00 2.00 150
5 2.0 23.7 20.2 7 1.000 R: 1 1.00
6 4.0 22.7 20.2 1.101 3.00 0.070
Pipe: 6 0.00 1.00 150
6 4.0 22.7 20.2 10 1.000 ---- 0.00
7 4.0 20.1 20.2 1.101 1.00 0.070
Fixed Pressure Loss Device: 2.5 psi
Pipe: 7 0.00 7.00 150
7 4.0 20.1 20.2 11 1.000 2R: 2 2.00
10 11.0 16.4 20.2 1.101 9.00 0.070
Pipe: 8 0.00 10.5 16 5.50 150
10 11.0 16.4 9.8 12 0.750 L: 4 4.00
(Pt)
(Pe) Notes
(Pf)
41.2
-0.0
6.2
35.0
-0.0
7.7
27.3
-0.0
1.7
25.6
1.7
0.2
23.7
0.9
0.2
22.7
-0.0
2.6
20.1
3.0
0.6
16.4
-0.0
11
11.0
14.4
20.2
0.874
9.50
0.214
2.0
Pipe:
9
0.00
B:
3
45.00
150
14.4
11
11.0
14.4
9.8
14
0.750
L:
4
11.00
-0.0
12
11.0
11.3
9.8
0.874
4R:
4
56.00
0.056
3.1
Pipe:
10
0.00
3R:
3
17.50
150
11.3
13
11.0
11.3
0.0
0.750
L:
4
7.00
0.0
12
11.0
11.3
0.0
0.874
24.50
0.000
-0.0
Pipe:
11
0.00
10.0
15
6R:
6
39.00
150
11.3
12
11.0
11.3
-0.2
16
0.750
B:
3
9.00
-0.0
14
11.0
8.6
9.8
0.874
48.00
0.056
2.7
Pipe:
12
3.61
B:
3
9.50
150
8.6
14
11.0
8.6
10.0
Disch
0.750
L:
4
7.00
-0.0
15
11.0
7.7
10.0
0.874
16.50
0.058
1.0
Pipe:
13
0.00
10.0
15
8.50
150
8.6
16
11.0
8.6
-9.8
12
0.750
B:
3
3.00
0.0
14
11.0
8.6
0.2
0.874
11.50
0.000
0.0
Pipe:
14
3.61
6.50
150
8.6
16
11.0
8.6
10.2
Disch
0.750
B:
3
3.00
-0.0
17
11.0
8.0
10.2
0.874
9.50
0.061
0.6
Pipe:
15
0.00
10.2
17
9R:
9
76.00
150
14.4
11
11.0
14.4
0.2
14
0.750
2B:
6
15.00
0.0
16
11.0
8.6
10.5
0.874
91.00
0.063
5.8
Legend:
PT - Total Pressure at Node C - Hazen -Williams Coefficient
F1 - Flow rate (gpm) FL/FT - Friction Loss per Foot
L - Pipe Length Pt - Total Pressure Loss
F - Fitting Length Pe - Elevation Pressure Loss
T - Total Length of Pipe Pf - Friction Pressure Loss
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= Z
The maximum velocity of water flow occurs in pipe 0
at 0.00 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 2
at 18.58 ft/s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
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
0.745
0.00
1.00 3.00 1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.995
1.00
2.00 6.00 2.00
2.00
6.00
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
1.505
2.00
4.00 9.00 3.00
3.00
10.00
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
1.590
2.00
9.00 8.00 1.00
1.00
14.00
3.00
0.00
0.00
0.00
A negative value for flow rate indicates the direction of flow is from the second pipe node to the fi
A Fixed Pressure Loss Device calcualtes as a positive friction loss
A Fire Pump calculates as a negative friction loss
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 2020.0.0 computer program (License No. )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.05 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.16 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 41.2 psi and a 7 minute flow of 177 gal. and a 10 minute flow of 252.5 gallons.
The minimum pressure at any node is 7.7 psi at node 15.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
FIRE SPRINKLER SYSTEMS, INC.
705 E. HARRISON ST. SUITE 200
CORONA, CA.
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
SIGNATURE @ PGA WEST
LA QUINTA, CA.
TRACT #36537 *PLAN 7
*10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 1/4/2021
File No: 32034
Data File Name: PLAN 7.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: By:
Static: 65.6 psi Resid: 60.1 psi F1ow:1500.0 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 65.6
54.7
1 20.0 18.0 13 25.0 65.6
54.8
REVIEWING AUTHORITY
LA QUINTA FIRE DEPARTMENT
WATER SUPPLY CURVE
75.0
67.5
P
60.0
R
E
52.5
S
S
45.0
U
R
37.5
E
30.0
P
22.5
S
I
15.0
7.5
0.0
04 8 12 16 20 24 28 32 36 40
FLOW (GPM)
Static
= 65.6 psi, Residual
= 60.1 psi @ 1500 gpm
(1 sprinkler
flowing)
(1 sprinklers flowing)
A = Available
Water Supply
C = Available Water
Supply
65.6 psi @
25.0 gpm
65.6 psi @ 25.0
gpm
B = Required Water Supply
D = Required Water
Supply
54.7 psi @
25.0 gpm
54.8 psi @ 25.0
gpm
RESULTS OF ANALYSIS
NFPA NODE
& PIPE DATA
1 Sprinklers Flowing
Node
Tag Elevation
Node
Type Pressure Discharge
Notes
(FT)
(PSI) (GPM)
1
-2.0
SOURCE
54.8 - - -
2
-2.0
-
- - -
48.7 - - -
3
-2.0
-
- - -
41.0 - - -
4
-2.0
-
- - -
39.3 - - -
5
2.0
DOMESTIC
37.4 5.0
6
4.0
-
- - -
36.4 - - -
7
4.0
-
- - -
33.8 - - -
10
11.0
-
- - -
30.1 - - -
11
11.0
-
- - -
28.2 - - -
12
11.0
-
- - -
23.2 - - -
13
11.0
K=
4.71
18.0 20.0
14
11.0
-
- - -
24.8 - - -
15
11.0
-
- - -
24.8 - - -
16
11.0
-
- - -
25.1 - - -
17
11.0
-
- - -
25.1 - - -
Pipe Tag
K-fac
AF
AF to
L
C
(Pt)
Frm Node
E1 (ft) PT
(q)
node/
Nom ID Fit
F
(Pe) Notes
To Node
E1 (ft) PT
TF(Q)
disch
Act ID
T
FL/FT
(Pf)
Pipe:
1
SOURCE
G: 0
30.00
150
54.8
1
-2.0
54.8
25.0
3
1.000 B: 6
6.00
-0.0
2
-2.0
48.7
25.0
0.995
36.00
0.168
6.1
Pipe:
2
0.00
1.00
150
48.7
2
-2.0
48.7
25.0
4
0.750 ----
0.00
-0.0
3
-2.0
41.0
25.0
0.745
1.00
0.689
7.7
Fixed
Pressure Loss Device:
7.0
psi
Pipe:
3
0.00
70.00
150
41.0
3
-2.0
41.0
25.0
5
1.500 3L:27
27.00
-0.0
4
-2.0
39.3
25.0
1.590
97.00
0.017
1.7
Pipe:
4
DOM.
5.0
Disch
4.00
150
39.3
4
-2.0
39.3
20.0
6
1.500 L: 4
4.00
1.7
5
2.0
37.4
25.0
1.505
8.00
0.022
0.2
Pipe:
5
0.00
2.00
150
37.4
5
2.0
37.4
20.0
7
1.000 R: 1
1.00
0.9
6
4.0
36.4
20.0
1.101
3.00
0.068
0.2
Pipe:
6
0.00
1.00
150
36.4
6
4.0
36.4
20.0
10
1.000 ----
0.00
-0.0
7
4.0
33.8
20.0
1.101
1.00
0.068
2.6
Fixed
Pressure Loss Device:
2.5
psi
Pipe:
7
0.00
7.00
150
33.8
7
4.0
33.8
20.0
11
1.000 2R: 2
2.00
3.0
10
11.0
30.1
20.0
1.101
9.00
0.068
0.6
Pipe:
8
0.00
7.4
16
5.50
150
30.1
10
11.0
30.1
12.6
12
0.750 L: 4
4.00
-0.0
11
11.0
28.2
20.0
0.874
9.50
0.209
2.0
Pipe:
9
0.00
20.0
13
B:
3
45.00
150
28.2
11
11.0
28.2
-7.4
14
0.750
L:
4
11.00
-0.0
12
11.0
23.2
12.6
0.874
4R:
4
56.00
0.089
5.0
Pipe:
10
4.71
3R:
3
17.50
150
23.2
12
11.0
23.2
20.0
Disch
0.750
L:
4
7.00
-0.0
13
11.0
18.0
20.0
0.874
24.50
0.209
5.1
Pipe:
11
0.00
20.0
13
6R:
6
39.00
150
24.8
14
11.0
24.8
-12.6
11
0.750
B:
3
9.00
0.0
12
11.0
23.2
7.4
0.874
48.00
0.033
1.6
Pipe:
12
0.00
B:
3
9.50
150
24.8
14
11.0
24.8
0.0
0.750
L:
4
7.00
-0.0
15
11.0
24.8
0.0
0.874
16.50
0.000
0.0
Pipe:
13
0.00
8.50
150
25.1
16
11.0
25.1
7.4
12
0.750
B:
3
3.00
0.0
14
11.0
24.8
7.4
0.874
11.50
0.033
0.4
Pipe:
14
0.00
6.50
150
25.1
16
11.0
25.1
0.0
0.750
B:
3
3.00
-0.0
17
11.0
25.1
0.0
0.874
9.50
0.000
0.0
Pipe:
15
0.00
9R:
9
76.00
150
28.2
11
11.0
28.2
7.4
14
0.750
2B:
6
15.00
0.0
16
11.0
25.1
7.4
0.874
91.00
0.033
3.0
Legend:
PT - Total Pressure at Node C - Hazen -Williams Coefficient
F1 - Flow rate (gpm) FL/FT - Friction Loss per Foot
L - Pipe Length Pt - Total Pressure Loss
F - Fitting Length Pe - Elevation Pressure Loss
T - Total Length of Pipe Pf - Friction Pressure Loss
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= Z
The maximum velocity of water flow occurs in pipe 0
at 0.00 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 2
at 18.40 ft/s with 1 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
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
0.745
0.00
1.00 3.00 1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.995
1.00
2.00 6.00 2.00
2.00
6.00
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
1.505
2.00
4.00 9.00 3.00
3.00
10.00
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
1.590
2.00
9.00 8.00 1.00
1.00
14.00
3.00
0.00
0.00
0.00
A negative value for flow rate indicates the direction of flow is from the second pipe node to the fi
A Fixed Pressure Loss Device calcualtes as a positive friction loss
A Fire Pump calculates as a negative friction loss
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 2020.0.0 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 0.01 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 54.8 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
W
Coachella Vallev Water District
75515 Hovlev Lane East
Palm Desert, CA 92260
Date:
Monday, March 09, 2015
File:
0421.1 Tr. 36537-2
Tract No.:
32472
Project Name:
Signature at PGA West
Engineer Of Record:
Stanley C. Morse, #20596
CVWD Reviewer:
Brian Fogg
Type Of Utility:
Domestic Water Pipe
Plan Check No.:
1
••
•
Pipe Application
Domestic Water
Operating Pressure
85.00
psi
Pressure Fluctuation
25.0
psi
Pipe Material
DIP
Max. Surge Pressure
175.00
psi
Pipe Classification
PR 350
Operating Temperature
100.0
°F
Pipe Size
18
in.
Live Load Condition
Roadway
Surface Condition
Flexible Pavement
Pipe Cover Depth
4.0
ft.
Depth to Water Table
100.0
ft.
Min. Trench Width
3.5
ft.
Max. Trench Width
2.5
ft.
Native Soil Classification
SM
Unit Weight
117
pcf
Bearing Capacity
2500
psf
Soil Documentation
Geotechnical Report
Trench Configuration
D
Embedment Soil Class
SM
Max. Deflection
0.0000
%
Installed Factor of Safety
309790.5
Max. Wall Strain
0.0000
in./in.
FS — Bending Strain
305009.8
Ring Buckling Stress
0.20
psi
FS —Wall Buckling
5.7
Wall Thrust
52.01
psi
FS —Wall Thrust
2563.6
Foundation Required
No
Approxiamate Thickness
0.00
in.
POP <— WPR of Pipe
Yes
PP,A < STIR Of Pipe
Yes
COMMUNICATION TO ENGINEER
OF • D
Appropriate Design Documentation Accepted Q
Design meets Min. CVWD Factor of Safety Q
Revise Design Documentation And Resubmit ❑
Insufficient Information
Received To Review ❑
Reviewer's Comments:
Z
Domestic Water System Flow Analysis
Domestic Water System Flow Analysis (Hydraulic Model)
Coachella Valley Water District
75515 Hovley Lane East
Palm Desert, CA 92211
Requested By.,
Innovative Fire Protection, Inc.
Date:
1/14/15 y —
Address:
8779 Cottonwood Ave. Ste. 101
Santee, CA 92071
APN:
WF#:
422601
Project
Name:
Contact Name:
_
Erica
Phone:
(619)593-8200
Cell:
Email:
erica@ifpinc.net
Fax:
Location/Hydrant:
Model Information
Flow Analysis Description
Hydrant located on PGA Boulevard, near sales office at 56-140 PGA Boulevard. Geo: 6-7-21-2
PZ 15-6050. Thank You, Sara Lopez jJ
CVWD 203L5
PDD
14 Requested Test 1Test 2 Test 3 Test 4 Flow eElevation
Ell
(Ft):
-11.12
I
g
CVWD
criteria
Steady State, Dynamic {psf):
79.80
Residual Pressure (psi):
73.71
Fire Flow Tested (gpm):
1500
Combined Total:
N/A
Number of Hydrants:
Used one test junction
Duration.
3 Hour
Demand Conditions:
ESP Peak Day Demand
Reservoir No./level (s):
Res6726/25.6'
Pumps Operating No's:
Pumps On
Pressure Zone and HGL:
Lake Cahuilla Pressure Zone (145')
Model:
_
CVWD 2015 DW Model, ESP -24hr PDD Historical Peaking Factors
Comments: The domestic water system is capable of providing 1,500gpm for 3 hours at a minimum of 20psi that do not
exceed CVWD's velocity and/or head loss criteria. This simulated system flow analysis may not include all
facilities that may be required for this development/project. In addition, future project phases may affect the
results. Please check with Development Service for further information on all required facilities.
i
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 fire flow analysis valid for six months from
date of modelling/analysis.
Should you have any questions or need additional information, please contact me at (760) 398-2661, ext.
Completed By:
Reviewed By:
Date: 3/6/2015
Date: .31191R D
Z'NAT Page 1 of 1 ENG DS-016
�sT � (3/5/15)
1 _
� (i •lid
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
February 2, 2021
Fire sprinkler Systems INC.
705 E. Harrison St #200
Corona, CA 92879
Re: Residential Fire Sprinkler Plan Review — SIGNATURE @ PGA WEST
FCMP2021-0007 / MASTER PLAN 7
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
OFFICE USE ONLY:
REVIEW DATE:
❑ APPROVED ❑ CORRECTIONS CALIFORNIA
CALLED FOR PICKUP: DESIGN & DEVELOPMENT DEPARTMENT
78-495 Calle Tampico
PICKED UP: La Quinta, California 92253
(760) 777-7125 / FAX (760) 777-7011
FIRE REVIEW APPLICATION
0 SUBMITTAL # ❑ REVISION # PERMIT NO.
APPLICANT/OWNER INFORMATION
Applicant Name: FIRE SPRINKLER SYSTEMS, INC Owner Name: WOODBRIDGE PACIFIC
Mailing Address: 705 E. HARRISON ST. #200, CORONA CA 92879 Site Address: MASTER PLAN TYPE 7
Phone Number: 951-272-2522 Project SIGNATURE @ PGA WEST / TRACT# 36537 / PLAN TYPE 7/31 HEADS
Email: jamieb@fireinc.net Description: (Include # of sprinkler heads)
Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the City's fire
department, and the County designee serves as the City's fire chief. Applicant recognizes this contracted arrangement and
shall comply with County Fire Department directions.
CONTRACTOR INFORMATION
Contractor Name: FIRE SPRINKLER SYSTEMS, INC.
Contractor #: 684600 Signature:
Contact Person: JAM I E B I SH I P
Mailing Address: 705 E. HARRISON ST., #200 Print Name: JAMIE BISHIP
City, State, Zip: CORONA, CA 92879 Phone Number: 951-272-2522
Business License #: 762890 Email Address: jamieb@fireinc.net
A. APPLICATION TYPE
FIRE SPRINKLER SYSTEM
STORAGE TANKS
❑ NEW COMMERCIAL/INDUSTRIAL
------------
❑ DISPENSERS ONLY
HOURLY@161/HR
❑ 0-35,000 SQ FT
$670
❑ ABOVEGROUND
HOURLY@161/HR
❑ 35,001-75,000 SQ FT
$791
SUPRESSION SYSTEM
❑ 75,001-120,000 SQ FT
$992
❑ HOOD & DUCT
$418
❑ 120,001 AND UP
$1234
❑ OTHER SUPRESSION SYSTEM
HOURLY@161/HR
❑ TENANT IMPROVEMENTS - FIRE SPRINKLER
$418
MASTER PLAN
❑ RESIDENTIAL SPRINKLER SYSTEMS
------------
❑ MASTER PLAN HOURLY@161/HR
❑ 1-50 SPRINKLER HEADS
$418
MISC
❑ 51-100 SPRINKLER HEADS
$498
❑ PYRO
$740
❑ OVER 100 SPRINKLER HEADS
$579
❑ HAZMAT
HOURLY@161/HR
❑ RESIDENTIAL TRACT HOME (EA.) ADDITIONAL
------------
❑ HIGH PILE RACK STORAGE
HOURLY@161/HR
❑ 1-50 SPRINKLER HEADS
$176
❑ PRIVATE FIRE MAINS
$901
❑ 51-100 SPRINKLER HEADS
$257
❑ TECHNICAL REPORT RESEARCH
HOURLY@161/HR
❑ OVER 100 SPRINKLER HEADS
$337
❑ FIRE PUMPS
$659
❑ MULTI -FAMILY (3 OR MORE)
$590
❑ STANDPIPE SYSTEMS
$579
FIRE ALARM SYSTEM
❑ WATER TANKS
$418
❑ COMMERCIAL -SPRINKLER MONITORING
$418
❑ REVISION
$161
❑ COMMERCIAL - FIRE ALARM SYSTEM
$1062
❑ OTHER
HOURLY@161/HR
Each application type includes a Technology Enhancement Fee of $5 & Records Management Fee of $10 or $21 REVISED 12/6/2019
*For permits billed at an hourly rate, these fees will be added at time of payment.
Bin #
City of La Quints
Building 8z Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La.Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: MASTER PLAN TYPE 7
Owner'sNarne: WOODRIDGE PACIFIC
A.P.Nnmber:
Address:27285 LAS RAMBLAS #230
Legal Description: MASTER PLAN TYPE 7
Contractor: FIRE SPRINKLER SYSTEMS, INC
City, ST, Zip: MISSION VIEJO, CA 92691 pa
Telephone: U.;£;$�.,
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 / 2,81.0 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.: 2,810 S F "St es: 1 # Units: N/A
Telephone # of Contact Person: 951-272-2522
Estimated Value of Project: $1, 551.00
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.M.I.
11.0A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review; ready for eorrectionsfrssue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees