FCMP2018-0008 Griffin Ranch Plan 6 Rev 1a u�tt
Project Details PROJECT NUMBER
` =�w City of La Qu i nta FCM P2018-0008
MoFT�• .
Description: GRIFFIN RANCH / MASTER PLAN TYPE 6 / FIRE
SPRINKLER / REV 1
Status: APPROVED
Type: FIRE CONSTRUCTION MASTER PLAN
Status Date:
Subtype: FIRE SPRINKLER MASTER PLAN
Applied: 11/6/2018
Address: 81181 MERV GRIFFIN WY
Approved: 11/21/2018
City, State, Zip: LA QUINTA,CA92253
Closed:
Project Manager:
Expired:
Details:
Pr DAYS
REVIEWS
III ACTIONS
INSPECTIONS
CONDITIONS
CHRONOLOGYTYPE
STAFF NAME
ACTION DATE
COMPLETION DATE
NOTES
FEES WILL BE UPDATED TO REFLECT 45 MINUTES SPENT ON
EACH OF THE PERMITS FOR A GRIFFIN RANCH REVISIONS
NOTE
ARMANDO MAGALLON
12/12/2018
12/12/2018
INCLUDING FCMP2018-0002-FCMP2018-0010.
PERMIT CHANGED TO APPROVED STATUS PER EGO'S REVIEW
DATED 11-21-2018
•
•
=4181
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST
CORONA
CA
92879
CONTRACTADMIN@FIR
SUITE 200
EINC.NET
BILL TO
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST
CORONA
CA
92879
CONTRACTADMIN@FIR
SUITE 200
EINC.NET
Printed: Thursday, January 26, 2023 8:58:04 AM 1 of 3 CENTRALSOLIARE
Project Details PROJECT NUMBER
`..=� w City of La Qu i nta FCM P2018-0008
koFT
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
CONTRACTOR
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST
CORONA
CA
92879
CONTRACTADMIN@FIR
SUITE 200
EINC.NET
OWNER
IOTA GRIFFIN
4675 MACARTHUR CT
NEWPORT
CA
0
NO 1550
BEACH
CLTD
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
FIRE STAFF - PER HOUR
101-0000-42420
0.75
$117.00
$117.00
12/12/18
R42302
233200
CHECK
FIRE SPRINKLER
AMA
SYSTEMS
Total Paid for FIRE FEES:
$117.00
$117.00
RECORDS
MANAGEMENT FEE -
101-0000-42416
0
$21.00
$21.00
12/12/18
R42302
233200
CHECK
FIRE SPRINKLER
AMA
SYSTEMS
MAJOR
Total Paid for RECORDS MANAGEMENT FEE - MAJOR:
$21.00
$21.00
TECHNOLOGY
502-0000-43611
0
$5.00
$5.00
12/12/18
R42302
233200
CHECK
FIRE SPRINKLER
AMA
ENHANCEMENT FEE
SYSTEMS
Total Paid for TECHNOLOGY ENHANCEMENT FEE:
$5.00
$5.00
•
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS
NOTES
REVIEW TYPE
REVIEWER
SENT DATE
DUE DATE
RETURNED
DATE
STATUS
REMARKS
NOTES
1ST FIRE (2WK)
AR
GEDGEDGALEZ
11/6/2018
11/20/2018
11/21/2018
APPROVED
REV 1
CONDITIONS TO REMAIN.
Printed: Thursday, January 26, 2023 8:58:04 AM 2 of 3 CENTRALSOLIARE
a u�tt
Project Details PROJECT NUMBER
` =�w City of La Qu i nta FCM P2018-0008
MoFT�• .
1ST PERMIT I ARMANDO
TECHNICIAN (1DAY) I MAGALLON
11/6/2018 1 11/6/2018 1 11/6/2018 1 COMPLETE
133 D INFORMATION
Iff—
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
CVWD Domestic Water
CVWD Domestic Water
DOC
12/8/2021
JOSE DELGADO
System Flow Analysis -
System Flow Analysis -
0
Hydraulics Calculation
Hydraulics Calculation
Report.pdf
Report.pdf
DOC
12/8/2021
JOSE DELGADO
Fire Review
Fire Review
0
Application.pdf
Application.pdf
DOC
12/8/2021
JOSE DELGADO
FCMP2018-0008.pdf
FCMP2018-0008.pdf
0
Printed: Thursday, January 26, 2023 8:58:04 AM 3 of 3 CENTRALSQUARE
RUIC-lin 006 Rev. !
Model RF 0 {SIN RA0611 } CD
Nadel FFC43 (SIN RA0612)
Rioili4lbl
Model RFC49 {SIN RA0616) 9
Residential Flat Concealed x
Sprinklers
A Residential Flat L: onceaied
pri n kler engl rimed for a minimum
design density of 0.05 gpnvTt2wfth
low GPM requIren nt.
Fealu res
1, Very low water flolw regAr-elnents.
2. Cower plate attachmcant (Plakn or Perfuaied)
llvrtll'ho (13mm) Total adjusi!' ptit.
3. Thread-Or/Thread-Off or Push4DnlThread
Off cover attachment option.
4. Smooth nesthelic ceiling profile.
5. Available in brass, chrame and black plated
Or pained finishes.
Listings & Approval
1_ Usted by Lkiderwriters Laboraleries, and
certified by UL fur Canada (cULus)
M Listing Categories
Residential AutLrrlaliu Spilliklers
M Guide Number
Vf KW
Plain Cover Rw'a
ProducA Dewriplion
rvbdal RFC30, RFC43 and i1F049 Concealed Reslden-
tial Sp'inkiers are fast response ri�sidertlial flugible solder
link aacmatle sprinklers. Rcalderttlai sprinKlei,3 diner
from standard aprinklen primarily in their response iirr*
and water distrlbuborl patterns,
Parrorared GovEr Platte
Model RF03C, RFC and RFG4.9 aprinKlers diacnargo
WatiN 11) a Pernispherioel pattern below the sprinkler de-
and positively sttacl`ted and blends into the cieilling, oon-
tiector, nesicieritiai 1131113MlbutiDn patterns are higher and
CealiPq the mast dapendaDIa lire protecuan available, an
generally ccrltain a fitter droplet size than standard sprin-
autemalic sprinkler system.
trier pasterns.
Tne FIFC30, RFC; 43 and FiFC49 are LJL Llsiiad Fle±sicierl-
Thte corrlbIna.jivri of speed 01 operatlon and high dls-
dial 5prinXlers to Do installed in the residential partilorts
,;barge pEttefn required for reaidlerti:W sprinkiers hoe
of arry occupancy In accorda Inca with WFPA 13. 18R, 8i
cte7onstraled, in fire testing, an ability for contmIlIng
13D.
residerdai fires, and1hereby praviding elgnliicajtt evacu-
The RFC30, RM43 and RFC49 Qan sedum the need
sib Timefar occupsm.
for precise cueing of drop nipples, The threaded cover
The RFC Q, PFC43 and F1FC49 SprInKiars provide the
plate assernbly can to adimiea witi'11crft iwla 10 fit ac•
besttoi-m afore protectinn t3y cnmoirjing an attractive ap-
cural,eiy against ilia ceiling- The lire prctecllori system
pearance arui -16' (13rnrrl) of cover adjustment far ease
react not be shun dawn 1O edju% or remove the cever
of irlatallation. The small dlameter cover plate Is easily
plate agsemLxy.
The Refs a Automaltle Sprinkler Co., Inc., 103 Fairview Park [?rive, Pll'1rlsiordr New York 10523
Model
Thread
Noaninai
Sprinkler
CCP Abst=mmy
Ambient
K
Max"
(SIN)
Size
Orifice
Temp Rating
Temp RE'a tTsJ
Temp-
Fir-tcr
Pressure
Inct,(rnrn)
Inch(rrlin
r3silt«at1
nF
aD
#F
oc
,F
o0
-- - - --�
RFC 34
(RA0611)
:- r Ir,i
i1{ru`ps. l
`
,3+
4
�,
L:r
i.'I:I
u$
31. r,. y
.,.
RFC 48
(RA061
r''
s v1)
14
1�,e
37
1::,_1
a+?
#.$(5%;
1'512.1
RFC 49
l
(i3At3fi1B}
:23,
,7
".J:
Nolo ': ;tar - 100 Kpa
RFC 30
Max. Coverage
ttrc :Max. Spacing
P1 x Ft I m x rn) Ft (m)
ardIna ry Temp. Rating
( 165°FlT4° C
-
Top of Dell iactor
to Ceutng
I nch {mite)
Installation
Type
14tknlmtrkn
S"cing
Ft (m)
Flow
Pressure
GPM (Lftin)
PSI (balf)
?=
V2110 1 . i i' ar 4)
E-EQ1mci f:sil. ,gr? por NFPA ISO. '�fi r:1
Ian, iya!6 :
6 2,41
)
TA x :1 (4. 1 x t0) 1.1 !4.3)
Ir: f ?.Ft]
I :. r 171,79'
1 Installed .: b-@sr-1e 1-Q :c ' -'? 10 25 a')
Fnj Ca Ina tprte4 ief51 to VFFIA i3. '.3R 13r)
RFC 43
—
Ordinary Tamp. Rating
1
Nf x, averege
Max- pelcing
1654°G
(°F/7}
Took of DOector
� Minimum
Inmellatian .
area
Ft (m)
to Gekfirlg
Type Spaclfl
Flrmr
_
PfessLlr�
Ft x Ft (k�i x m)
Inch (rtirrl)
1=t{m)
GPM (Firm
PSI (bat)
5-rrx,r- CeiV,ua'r 1-1 1c; 25.4;
t4x14"4.3x4:3�
!4{T,3)
1 {4�)
9.1:C1,G9)
16 x Mr 4,2 x 4,4•�
1E(4,S)
15'Lg)
9:1 (0,83)
E3eF.r,1sn Owl ulcs Liar NFPA :.3D, 13R or
18 ir'S151r1u d Iri j) - arn6 V�. 15: 1 ; 1 t4 -2� Al
Crir1L3LIi F,U
1335,15;
18(W,51
18{68j
175{1,2T)
2'.::; 5.1 rr 6,1)
2Q {'�.1 i
21 r79)
2a. $ 0.,6dt
rN Codlrig lyomroter to NFPA 13, t34 of 12a
RFC 49
Max. gA
Orciimar y Temp, F a#ing
Top of Dori ector
Minimum
Max, spscing
ell' 4-C)
Installation
area
area
Ft (rrt)
_
... Fttav,l Pressure
to � �iling
Type
Spacing
Ft K FT (m x m I
GPM Llmin PSI ballInch
lnmj
F# (!ml
12 K '2 43.rs x 3,Cr
�'`3-V 1
12149}
? C •v,�&
14 x 14 0-8 :: 4-,t
"14, .1
13
,48,
Srrxr �t1 C li: '13'? tt+ 10-- 102,54)
16x16C4,t,rx4,D}
!a(4,s])
13J46?
''.'ic!.48?
Bata o'—I..,..,.., -1 11FPA SM. 1SRr,j
13 "18t8H3Ci '' 1 Ua'aly* T4 bS 1 (13 to 25.45
ji(2,4}
16 x t; (5,5 x 5'5
its (:.,5i
I' (6z„i}
12''' .::-c-.1
j
20Y,20t6.1xJ-11
2046,1}
2Urr�,f3)
tC3.Jj1.1a}
F•jr Owlir•a tvora rehx to NFPA 'a. 13R rx 13D
0
Model F1 -
Reskk ntial Sprinklers for
ab d Dan Density o! M gpmff
r
Artractei F1 Res Sprirrlders wVirow9d for dw kmW fbm
to melel the minhurrt deign dwile ty of X6 glprr&
Typea'--------
F . R39 ju fie n1 -
2, F1 Fad 50 Fred Pe rlcerQ'--2
3, F" Rea 30 Paow2ed Pa racer r ff
4, F1 Res 49 Putt
S. F1 Pe;i 49 flams�ed Pa ncaTF1
5, F1 Fon 49 used PerlcerLff
7, F1 ties 56 PLs l rt Ft Rey 3d, 49, 5' 76
,
8, F1 Res 58 lammed Paricmp1 R&xnseu :ehdarlt i =P = Enka ,% HSVJX
9, F1 t9ln 513 Fjamssed Perot{-P
0, F1 Fes 76 l}e-deoa
-1. F1 Fes 76 FWosed rPer>cerrpl
`2. F1 Fin 75 Famed Pere veff n ram.:
-3, F7 Fats 30 COP PertQw4
-4. F1 Flea 49 (--P Render [
-5. F1 HOS 59 MP P3rxier•t 4--
'6. F1 Figs 76 CAP P?ndert _ _ _ _ _ _
-I . Fl HIS 44 I <-W F" Km K, 44, 58 & 16 - F" ties 44.3L S x F Bs 49 S4Y'C
8. F1 P&Dmed:HSwVjF2 P PendsM RKeHSWIF2
9. IF1 FM 5% l�v
20, F1 R38 58 r•R1r7{ HCr�orlmt Sld�3v:5d rinkl� {FItt 5 E t Tj: e c wary ac-
21. KFV,�- HEM Iti>~#i Y tab3W 0 IFG pipir g carrPM W LOW
2. F1 Its 58 "SM Res+. Med-SV'#F2 Thrf rrrl Gli6penderti pgrika9pt�r`114Lheelf0EFtt.1e
23, F1 Pies 44,9WC; of iens�lnia ,Amier all km f :T s;iri frier waoaW r -end Jertj
L1litngs prav,�#ri« r re p yanli1_'"1 �1
1 habw lowl1 t} wgIrtieredV. fal
LSM0 M l rdeWi" L4bg TJA r>"C, and triermA raspuim rLo rmo tha sartsirea-te prcteAur, aFplrca
UIL Carld lad -or Csnacs ',WLu, ton r're �)r I10 Feet readorltal rrlarkd ga`11Ca4s (JL 1 lcci�
Slen€arl . Upon ire Cond rs ns, rrstlig hod caL9158aepirrK a-,
SpIrilrik■risfor.7QDer1■[WRefer toBullabt176 ncz-sermwdemem,gEwbWNini:iac:u ,rele.aq.ingtre
UL Listing CeR ry '� -or watait w crto ttre Yetlot:tor, aJeny dt31'i�tJ" ire
Fmizerltiel AUtortt t Spr k'tkler di tsar c vivda>c r>t at aft.
11L Gulde Humber Teclnical Data:
VKl N1 -reimal Se-wa. Sdoere•3 Elarrorr. {Jr1k) v, Nun rkd
391nr glans -Cub
SprlrxlatFri , Brwer:asurg
W Pate No. E.516AD3 appria91n the Model F1 Rog 49 + Sprit klars' P-usswra Rat rig 175 pal
>�a 58 =encxllt prinklets Fac:wy Fydraalat CAlly Tasted 10 500 pel
li5 NO r, Nt:, 1.353,582 aDP ilea toFAoJeIF1 i9a 44 858 Trru d Sz� 3t" NPT ;Rv-)
MI,'Spfink i;rS + K-Facto` �.fl{a321(+4mir<1 F1F;6 36PFJtldd wider
WPateriN3.+.T84,-s 55appilie3 10 WdrdFl FW44SWC49L ri4c#+�i}•�1ResA�F'�r,d�t`aprnider
Spnnklara 5,9 5}jai}-F1nccR,Pealdan_&H3N3xntdee
Product DairCrl lriri 7.0(1 ♦-F1ResM%xtri,9ffinfivr
Model F1 Ftes Pe- d6r, Vm*ele Ftr� i, 2, 3, & 4) are tag 44(3.3t(Pdu41 •F1 Fis-L4 -tSW axWar
Fs p-7f u sprirk6ma rrrb n'lg e3mlam &.ubiiy, higl- aa'sitnf It Uer6ly- Mnrrnam 0 p5 9PPM
1 y gas--zl� aril ba pffAb cecume ckzgz Tha F1 fles
The RWkMe Atdomsfic sprinkler Co., Inc., 103 Fairview Park Di iu6, Eh-slard, New York ICS2.9
T'e,,hriical 1)ata. F1 Res 34 Perch It an d Fie q7e ed P on dent (SIN R$511 S
ThriSJatl
NbrnIn al Orifice
Maw- Preswre i SwInkl arTomp. nalmo
11Am Arabiard T2np- '. Adunl iK . ^;pnI%kI W L ti
Sea
psiCl�ier3 J` I 'sG
>"
Factor Lnchlrrl
-----...--.---._
-Inch{mm) -I
...............�Y'_-' !-.----- ---
Ift ba
-----__-�...�.---•--... .....,.........�...�.....�...
17r ,p
1>
�& M (4,r' 2) ' ".7,Fi f5?5
Mew-
unaryTarr Pp F1allrFgl
tnuwna a Tome, 6p
.
iHifrtirl7[I f,'r
R19aoc.avar] area
rt x Ft "M x. rift
"p,rmr3ii�
i #
._._._.._..--•-—`'---�'a------
F eW T Pro mllyd
-----o7Wl F --L �
� �tdArf i Fr9r�tlp�
cats ac3arSo 31rv� ap his
hri c8, CzetrTid Fk 1"0
-
�Pui jl�fruR) .Pal qk Ao ,
I.PPM(- i . Pat (boO
1
I
S.ra:.7r,CnrinCF,lule1n117+ 1f }
i7x t?1.1.�YQ,B}
,2 ( 3.d`
4. 7 4iI
I}Q,•,} 1,
I 3 ii.' Fuii7a3
{ i ?
uaxa31 2&&a::r,LUu.
Domed tia:i!ii-Qj per i"r-•-I}A iw_. iarl
a 0 3+
PC P37,i3;
1 ` � ,. v,
1 to "-w" ei � 11 f0,76;
td x 1`4 14P YA."}
i 1a +3 irEtatrd,rt bia,6 "A IC' 1�4
r ;+- 5; d ing NpFs ror to jdFfyl 12,
: J • 71 i'a r
Techn c-&I Data: F1 Her 49
PendenF and ReMSWd Pa nt (SIN Fi3516)
Thteald I NaJnlnel OrificeMaK.
Sjarinkler
biax
ACIMUF Sprinkler
I
Sloe lnch(mm)
Preasum
_Temp.Ftl�tl
4tTthlEntTemp.
f4 Length
3i1
i
-
,Fib,,
•75
j-.,
rso
-
Ordnwy TeaTIR Ptaft
hltetmedAeie Tex. F# Ina
Tap of C3etlec4flr
M1t tmum
Mmr.Cnirer�gedr1sx.
Sp�icing
, {155°F
{175°Ff79°L
to Germ
rig
1 Flerw
PNX49 re
Aow
Primsum
R x Pt 1m x mj
Pt lm)
IriCh(mmj
Ft (M)
Ft (M)
GPM(IUt IM
M(..-.-
�PM.[lfitlft
��be
be
1?x 1�i,=.Rx"1,31
•2r3Y?,
'31Agr
; :;r`r,4?]
1;tievl
�': ';�:il
`Tn]ru5 :rydr7 I!-' Ii 401 lYl
140 ue,:l:�j r? '.'Lxrri1Ja60,r•,
l.x V.i'„',3 r.'-,.S'
"G films)
'.-L�J4;lL
:'f�M,� 1
1.7 '.AS+)
'" I_�,�1 �51
1104'1. 5J-1, :�'. L1&. :1•y-�
41xrJ'1 �x
Br.2 -SLiCrr,:1}915.-IFPA
t
(AG)
':tlA'Ar
l.',Cc)
--
---
--- - --
1'siS. 1;5r g 13frl"IUa1r"
:rx1r'SltX5.S1
-}iLSSJ
1?it5+�3j
1_} !''.d'j
7;54,
i?(r1.kti„
CvCd 1:" 1J 1-;4 �1rS
44-4j ,mLgP2 w9Sy.l4 '14,Cx, i
,A)(i,ixf�,1!
2C(6-11
I°i'i'-ii'1
nifJ,�i
1#,} 1,1$l
la'?i(26$tr,4¢=_uuurslf:
L�_'JJ;L�5F3CF'
1 ;y per: re[ r to NFfA Iv, I Sh t* I KI
HYDRAULIC SYSTEM
This Building is Protected by a
Hydraulically Designed
Automatic Sprinkler System,
Date Installed
815117
Location
CALF AREA 2
Number of Spririklers
2
Basis of Desigrl
1. DENSITY
.05 gpTnlsg.1
2. DESIGNED AREA OF DISCHARGE
512 sq.ft.
System Dernand
1. WATER FLOW RATE
31,8 gpm
2. RESIDUAL PRESSURE ATTHE
BASE OF THE R15ER
36-1 osi
fnstalled By Fire SpririNer5ystems Inc,
HYDRA UL IC NAMEPLA TE
AS C
PRESSURE REGULATOR
f TO SE SET AT 60 PSI
? TO DOMESTIC WATER
CONTROL VALVE FOR DOMESTIC
5 GPM ALLOWANCE
}
1 D4 2' ELEV.
ENJU SPRINKLER O..LTD.
Res i den tral L ead Free Flw Concoaled SPrlinkler,
Pendent
Model: RC-RES, K-Factur.- 3.7. ,SIN 558261
GLN EHA L V EEC PTION
TFIe ModEJ RC-Rr=S Beside nlla" Flee Comm led SprwWors are aul9m alic sprinklers of tha compressed fusible so�et type. Toe so
are decdradlve and fast rLaVons+s. The Cover Plata Assembly hides the Dz ler3or, Heal Responsive Elemerrl eta vA,ich is in Iwn
concealed ewuve Irlt: ceiling, Tfle cover pWe has a flat profile, and its: dianretor is rxlremely small t2-5A Inch. 61}mm]. the
push -on andrbr Ihread-an. Thread -aft design or the concealed cover p,lete assemIt; ly alrnwn easy Installalloh of the cover p3aie-
Themrwu. the Mwket RC-RES Auwo tm vuur nrsl choice avrten aeslheGcs is I h a ma)DF conslderelion ror uplmale eppeat and
unbeatable pmformanre is dirslrea. The Model RC-RES is da4ignod rot the r09idtxl1101 eknopanckes snd I) IS perfect Tor Use In
homes. boleis end other Irving quarters.
Tpit Model RC-RES is to oe used In wet pipe residential spriinHler systems for One- end Two- Fpmiyl pwelrngs and
fulanufaclured Hamas p6r NFPA 120; vml pipe res{do§MW :prlrlklrr syslolns far FkotWantlsl Occupenclra by to and Induding
Four Oortvu in Height per NFPA UR. or, wet pipe sprh,Rler syslerna for tha residenllal panions or any occuparleaes per WPA 13.
TheModel RC-RES hes 6 3.7 L53.3 LPfAfidr j'1 Ki factor Thal masts the repulred reskientd Fim reles wfM rnlnlmal residua!
pressum. which efiowsfor smeller pipe sties end uatersupply requfrernents.
For extended inslerallon 6exibilky, the Mode: 1iC-RES pimides ;r2 inch (12-6mm) varilcal adjustment. T1,is adjustment In
Inslallatlon tlocrsaso•.: the noel ror peeclse cutling or the pos that drop€ lojhe sprinxler and allows file a parted fll wilts a range or
plpe lengths.
one boat sanslllvlty and walvr distribullon design of 1Ao"I RC-Rrs edlaws rar an Increased chance nt r6s1416nl5' 9s{ap9 of
evacuatlep In case of Mm. Fewe,rer, fosldt�nlfai fire spnnkler syslews are net a subslitLge ror No sarolj awannass or fire rarely
corulrurlloh requlred by bulldiny Cndes.
'teas Free" It dgdrf6d In 1h4 Reductlnn of Leed in brinkrng Waller Act t5-M74) endorsed by AWVVAd Wafer L11i11y Council. and
CaliFa7ni2h Assembly Bill M1953 as haying less Ihbn cr equal to- a w"1111ed avaraga or u-25% teed in welled surface of pipes,
plumbing filings and fktures,
MARNING18
The *&rfel kC-RES omsf he insra" and amwtaxmcd in 4"oJ•dance wrM the noes staled hereJu as or+effr " irr
aorfipOwme wJYH illm applicaLfe standarris or ore NAtional Fire PfuJoetkul AsSoclafrarJ Fugulaffous and 61e slxndard€ of
any other moborides havhig junsnfFcffan.
of we "oe x or fws condklnn, consort me @mtrarfzfes JiRv tFy jo0sdfcWon far gufdonec'md'ayprumt
F+rlklw to da so may hrppak fhe JuterUnry of flies a devices-
N is t;1MAFi§'c1d1r fu PFUVJd& i Cb�Fy of tills bract nJYtrnf fSi fire GN?FBF 7r J,j8 rBp rd4BJrtJiffV
Dail irl wrrk or rba olvr+er ro prpvjOti a copy or lfxRs docrurranr Ju a sucseodiny aWiML The �w'neris
78spvfkyJlr1e rer mart -Fuming mor rice ptcgi ,vvoFt systwn aFx1 deukaas w proper mperar6Frk rant tom The inslaffriv
cwwoomr or spnnx6e r+itdJwrd aluw vx3cid lie 00Jtfacrgd w9b any miamd gnesrfonsr-
TEOHNJCAL DATA
RpproviA5 .VIL_Listed, NSF-11-G
Sprinkler Idertllfscation Number (SIN): 5582F1
Maximum Working Pressure:175pait ji"t,1far!
❑ischarge Coef tram {N>WHAF K•Faclorl
K=3.T 0k'Mr sl 153.3 LPlilrhao-- ) --
Tem eralvre Rating.W.
_X_
t3�tf j12']5pnnklerwuhl�oTj$U'0]CoverPlat� ,!I'rrluxU
%75F IFVT-')5PFinld?Fwith 140T j66°ijGovxLi Pink• 't
ITT r7VC) SPHRIMwith 1 a�tT j72.°Ci COWL-1 FLAWF ri�h �e J131
't1x*-8rx,a1'F,oas tr"F :, c
Cetnr Cedes LSprinldrrs 1s, w r...r.r. rs'•:
I52-FtTM):Unedldrest
j _.� Fli93PrSp
Color Cade(Cover Plsdel
144'f jCb`Cj: No 61fauk =. iR-rir fir. r,lr.. �fprti.
11127172°cl:WJ11la-Culnred1Aark -ra' �anml 'i:r�o-Fi Pr4U
.y �'It.i- :4ti E1A,� ,,au [3�t•{r St?ipa•}
V4rkltolAdJusrminl 1J2lnchjlT-9rnmj _ .Lctta-as-�,+;r,,i
Goner Plate Finfshes:
Standard Fnishes-
White,IYorje,Beige,$rpwri,l iatii,Nilcka:ll,
Wood Grain ►++w+� mid_
f�a+� aauzi,
Custom I'Mrshes-
Custom tdlor and[ rustorn Pattern COV47r plat4r, arc _ fit lor'L,
avalrable on special order- Contact a Senju i err,. u. �"
SIPrinMdr represginu lvdwtthanycustani ardars,
Please see chars an Page 9 For more de1211.
s'
Physical Characteristics: Ref, Figure 1
P. �T= mr-3H, 1M
OPERA TIOIV
In rase ar ore. IhL I' •ar campormhrtl Lhe1 hoids logAthar the Cave) Plais and the Ra diner mars. Then. the rover Plata Is
ral mbd at VMS- P,3 L resuc the Deflemr drops down ?a the Fntencwd posiNon Tym Hen¢ C046clon are exposed ID flra, and
whin sirril enl heal ft6m fhe ire Is rscwded, Inl*mal components of Ilia sjxinlder 10 roll apart Ttis leads to Vlowtho reaterflaw
la oe dislrkquted oft if!•grrJxcled by tiro artre. �fiar. Figure 2i
CC)NTROL BALL VALVE
rABILE A. fdFFA f 3D S r 3R WET PIPE HYDRA LUC DESIGN CRjTEMA for Model 5S8261
Or�lnary
Iniennedlate
Maxfmum
Tempgrakirg Rating
Temperature Rating
Minimum
r
ieI
$ ,ygcir,�
152E i72 I
175� C75 C]
0eilectc 1
Installation
Spacing
A.r2aage
F,
'a
Type,
FL
Flow;;
Pre58ur*-
flour
Praasura'
Ft. x FL
GPM
PSI
GPM
pal
Ceiling
fur]
irmxm}
_PM
bar
LPM
bar
Smoot,
j
CeJlrnga
ors tP 7M
12=,2
.12
15
7.3
11
8.3
Inches.
7)
(37$1
(G.S4]
(41.6)
(a.eoj
Seamed
{:eiings
per NFPA
1 3D,13Roc
C nCealeq
13
1;
I nsta led
in beam
tD
14-14
14
to
7.3
1'
8.9
7n5
7�
(4.-a-A 3}
(d 3}
{37 61
(u.5r3.)
.,: ' 5:
(D.SU}
I rpr,}-rB9
he low
batlam c4
beam
(a) Far ca erase arse dinenain ns less than, the above meotlors�-d, d needs to use the mlmmu m required n ow ror ,he
Next Higher Coverag4e Area listed
I I)) Requirement i9 brtsed on minlrnum flow in Gmju3m rrom each spm k1w. The assoclal9d ror dual pressures are
calculated Laing the nomeral K-Factor Reter to Hydraulic Design Crrterna Secban rardetaras
[c] For Syslon s with celftng types smooth nat horkzontaJ, OF beamed, ar sloped, In wcwdame with the 2013 Ctlltlon or
NFPA 130. t9R nr 13 asapplpcable.
FINISH GRADE O' ELEV_
1'4` COPPER L %a'I MASTER METER BLMJ
9.5 PSI LOSS
1 V41 PVC V COPPER K
11 TER
1 i3 70' MAX 30'MAX
-2' ELEV. 1 D2 1 Q 1
-2 ELEV.
ALT. UNDERGROUND DETAIL
13DICRC 313.3 GENERAL NOTES
1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE
INSTALLED IN ACCORDANCE WITH NFPA 13D 2016 EDITION AND THE
REQUIREMENTS OF THE CITY OF LA QUINTA SIRE DEPARTMENT,
2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH
THE ROUGH ANn FINAL INSPECTION PRIOR TO OCCUPANCY BEING
GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE
NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE
REQUESTED INSPECTION.
3- THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS.
4• MEMBF-RS SHALL BE fl C ORDANCE WITH CALIFORNIA STRUCTURAL
I ILDIN CODE,
5_ TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY RLAZEMASTER
U.L. LISTED,
6. ALL HALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING
IT'S FUNCTION,
7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM
PLUMBING CODE, PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY
AFCON MFG. ARE U.L. LISTED AND ARE INSTALLED ACCORDING TO THE
HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL)-
8- THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH
THE MANUFACTURES RFQUIREMIENTS AND THOSE CONTAINED IN
NFPA 13D, 2016 EDITION,
9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED
FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE
HOUSE IS ADDRESSED ON_
10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS.
11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND
MANUPACTURED 13Y RELIABLE INSTALLED AT 16 FT. MAXIMUM SPACING
(SEE TECH. DATA).
12 PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U-L-
LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX. SPACING
(SEE TECH. DATA).
13. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G- LIGHT
FIXTURES CEILING FANS ETC- OR IN ACCORDANCE WITH TABLE 8-2-5.3.2 AND
SECTION 8.2.5.1- SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS
ARE IN COMPLIANCE WITH 8.2.5.3,
14. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE iN
ACCORDANCE WITH 8.2.5.5-
15. SPARE SPRINKLERS SHALL NDT BE REQUIRED TO BE PROVIDED IN
ACCORDANCE WITH 5.1.1.2,
16. NFPA13D 8-3-5.1.1 WHERE THE FUEL
OCCUPIED EQIIIPIVIEtIT IS ABOVE ALL OF THE
OCCUPiED AREAS OF THE DWELLING UNiT, NO SPRINKLER PROTECTION SHALL
BE REQUIRED iN THE CONCEALED SPACE.
'FOR REFERENCE ONLY
PRESSURE REGULATOR
TO BE SET AT 60 PSI
TO DOMESTIC WATER
CCNTRID VALVE FOR DOMESTIC
6 GPM ALLOWANCE
T
1 D4 2' ELEV.
CONTROL BALL HALVE
FINISH GRADE D' ELEV.
1Y4" COPPER L 1" METED
4 PSI LOSS
1 'J, 11 "VC METER 1" COPPER K
Dm-g
103
100 -2' ELEV. 70' MAX 1 O 1 Q 1 30' MAX
-2 ELEV. -2 ELEV,
UNDERGROUND DETAIL
N.T.S. � N.T.S. (FOR REFERENCE ONLY) N.T.S. (FOR REFERENCE ONLY)
1
AVENUE: 51
a�
AVFNtJF- 52
LINJ
AVENUE 53
ri o
IM
W
"}
W
AVENUE 54
Cr
Cr
SITE
o
iz'
—
�
AVENUE
OR
II INITY MAP
--
o
�2
AIRPORT
ISLVD
NTS
V alter rff ! TY MP
N-T..
GRIFFIN RANCH
MASTER PLANS
TRACT 32579' PLAN 4529
LA QUINTA, CA.
AHJ., CITY OF LA QUINTA
LEGAL DESCRIPTION
OCCUPANCY: R3 I U
CONSTRUCTION' V-B
STORIES: 1
BUILDIiVG AREA: 5,245 SOFT
FIRE SPRINKLER SYSTEM:
DESIGNED AND INSTALLED PER 2016 NFPA 130 ALL
RESIDENTIAL WITH A -05 DENSITY WITHIN AREAS -
SCOPE OF WORK
FIRE SPRINKLER DESIGNED ANa INSTALLED PER 2015
NFPA 130 ALL FESIDENTIAL WITH A 05 DENSITY WITHIN
AREAS RESIDENTIAL VVITH A ,05 DENSITY WITHIN AREAS.
SCOPE OF WORK TO START AT BASE OF RISER (NODE 134).
BUILDING SUMMARY
CONCEALED RES, PENDENT SPRINKLER
CONCEALED RES. PENDENT SPRINKLER
I RESIDENTIAL PENDENT SPRINKLER
CHANGE IN ELEVATION
RISER LOCATION (PER DETAIL)
BODE POINT FOR CALCULATION
HANGER TIC DETAIL
S YltIIBO LEGEF VD
APPROVAE
'SHE RIVERRI VIE COUNTY F]R3� 17 GPARTMI FJT
HA REV 1K11Y9D J►NP APPROVED TH6 PLA1gS AS 30C IAYrn
wur" -rm PimmiTim"P7 NumS Lttr LFSTEi1
"LOW. APPttOY€D PLAN F6 VALI. F6A 0N9 V9AA
0010 1R SUJa J9CT To CQM%hLI AN CIE IMTH
APPI-IGA13L6 GODrE :9C)M TINt• OF AFRROVAL
AND 4PAUrpao Fret-u INSr€e,rlprrs,
Ore -PM .,7Ohr>r rr A'
APPROVAL S T". MT-
CPVC TO SYSTEM 1 D 11• ELEV. FROM FINISH
E
SPARE SPRINKLERS SHALL
NDT BE REQUIRED TO 6E
PROVIDED PER 5-1.1-2
VCPVC RISER
GAUGE 7
14-112" x 30'
ACCESS D R
'l"MAlhf DRAIN VALVE
DRAI 70 EXTERIOR 106
STATIC V-1p%=74,U
RESIDUAL T4- 2 - fO%=bP.
1 D5 4' ELEV. FLOW 2.300 wm
RUE13R FACED CHECK VALVE
3 P51 I:: WATER FL INFORAM9MA 1
AD
1 UO
-2 ELEV. 1 D4 2' EL Jim!
a
RISER DETAIL
N.T.S. Nov ii 6 2018
C
F� W
to
TEK. YV*1";.;. --rk
SX:Lt'I�JSiS 4ttit
■
HCENSE h!0.63d6d0
■
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
■
DESIGN, ENGINEERING RANI}
INSTALLATION
705 E. HARRISON ST.. SUITE 20D
CORONA, CA D2879
PH - IR04 9i5-3473
FAX - 951-272-2535
•
The recipient of these plans
hereby acknow iedaes that all
plans, details, specifications or
methods or installatlon
ccntained in this set of p.lanz 15
the sole property of fire
Spnaklar Systems Inc. and
that any use of rifts set of plans
IS protllbited J3T&I is a violrLion
of Copyright laws without fifsl
receivFng permscion Flom Fire
M
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JOB NO: 31586
DATE- 811 5117
DRAWN BY: M.N.
3!
J I CN C.
SIFICATiON
C-16
FtSE N,
bil
9r OF
CAS
SIZE - 24' X 36'
P
SHEET I D
memo
GENERAL NOTES to
Si1EE7 FP OF FP4
COMMUNM DEVELOPMENT
I-HR. AND 2-HR. GYPSUM WALL ASSEMBLY
I OR 2 HOUR FIRE tRATE3 THROUGH PENETRATION FIRESTOP FOR SIRGLE
PLASTIC PIPE THROUGH GYPSUM WALLS WINO
BLAZEMASTER CAULK 9 WALK
F RATING = 1-HR AND 2-HR.
T RATING =1-HR. AND 2-HR. DRAWING NOT TO SCALE
1, FIRE -RATED GYPSUM WALLBOAR€NSTUD WALL ASSEMBLY
A) THE; F RATING =1 HOUR IP THERE IS ONE LAYER OF GYPSUM WALLBOARD.
B TIME F RATING = 2 HOUR IF THERE ARE TWO LAYERS OF GYPSUM WALLBOARD-
2. PLASTIC PIPE -Aj NDM, 2` CLAM. 'OR SMALLER) SCH, 40 PVC PIPE
Bj r,EaM. S�-SALLERj Cf�VC PIPE.
THE ANNULAR SPACE RANGE HALL BE ,MIN.14' TO MAX 14r,
NOTE: FOR USE IN CLOSED I PROCESS OR SUPPLY) PIPING SYSTEMS.
3. BLAZEMASTER CAULK 6'NALK - MIN. K' THCXNESS OF SEALANT APPLI ED ii17HIN OPENING.
ADDITIONAL SEALANT TO BE INSTALLED SUCii THAT A MIN. VV CROWN
IS FORMED AROUND THE PENETRATING ITEM.
NOTE- THE F & T RATINGS OF THE SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY,
JUCUL SYSTEM NO. WL2151
F_ >1
- R I, .
J i
NO CHANGE @ OPTIOLI
PLAN 45297 GAME ROOM OPT. 2
SCALE; 3116" =1'-D"
Na CHANGE ig WTiON
I
4ERARA
b F... IvirCLG —
CALL AFEA 7
F
1os
SILE - SYSTEM PIPE: 3+4" 1hn1 T'
MATER IAL - CARBON STEEL.
FINISH - Mil GalvAnixed
USTI NGJAPPROVAV, -
* 20-EX 4231. FX 2651
FUNCTION • Suppoil hoftmrAal pivIrtg- CF'VC. Capper or bled.
Size W4' - 2' Pnavants upwF1 [if movement 4f pipe rrom penftnt sprnKer discharge
BrabIIIY.a vEltical piping.
INSTALLATION - Ner Ihesa irlatru=ns
inaluding NFPA 13, -[ �R, 131)and CPVC manwf�,arels Irtstrucbonc
Itn9d11 on hori=onlal or rarbcar rlrounting surface.
I=ASTENEOS - L1L Lasted per NFPA 13
in 1M OID.
WR'- 3" CPVC PIPE - #905 screw - no pre-drdl
WA' - 3" Sued a nd C upper pipe - # 14 x t V2" SMS or
in STEEL. Mtn 18 3A. t fd"x 1 1P2" Ng toll - To plre-dHil
.
WA` - 3" CPVC, Copper @nd Steel pipe - IX' or 414 Tek Scraw.
FEATURES
' Offset edge e4ninatas abraaion,
Retainer dimplee secure hanuet io pipe dudnq insmllafiun
RvIticedAF f19fJ5screwincluded WI'S htathead
ORDERI NCc - Part # and pipe s¢e
CAR ALSO BE USED TO REPLACE -4500 Pi Strap
ff524 flKl Strap
Hang
510 Fn5T
SF'Z aJM
are 12125
131E
1 ;0a 311b
1 1J2 S 0
2 ':R 1.a74
3 5.32a
Siioh pipe exreg' threaded
iightrvSll
WA
17-'
124r
15'-0
W-X
t5'-D'
IV4r
15'-0'
154)r
15'-D'
15'-0'
15-0'
ThrNbkd lighiwAl steel
Plpe
VA
IZ4T
12'-0'
tZ-9'
17-0"
IZAr
12'�T
NIA
WA
NIA
NIA
NJA
Coprmftuber
r _01
6'-0'
tar&
W-91
17-0"
12'-0'
12,-0•
15'-0'
15'-0,
15'-a'
151-0•
15=q'
CPVC
5'4'
T-0'
U-T
7'0'
S'-0'
91JY'
1ip,p•
NfA
RA
NJA
VA
NIA
PdybWL*ne JEASj
Nfn
3'-a•
4'-7'
5'-0'
541'
N14
NIA
NIA
WA
NJA
NIA
N+A
PdFyCv*ne {Cis)
2'-I V
3'-4"
TA V
4'4'
T-5"
NJA
NJA
NfA
WAL
WA
NIA
WA
puctia iron pipe
Nfq
NIA
NIA
NIA
NA
15' U'
WA
PI;+A
15'-0'
hdA
1g'_7"
W_0-0
AFCON 510 HANGER (STEEL -COPPER - C. P.1. C
IJOT TO STALE --
SIZE- SYSTEM PIPE: 314" thtu 7'
1rt JERIAL - CaUn Steel,
FIN1Sk - Mi. Glavanized
LI S71NGJAp PR OVAL -
203-E{ 4231„ EX 2551
PATENT - No. 6,64a.270
FUNGTFDN • Support Ilonxontel plpiny. CPVC, Capper or Steel.
Provides listed Varticelfhoraonwr. Testrmrt and prT�wEfl%
upvrerd rluvehicnt of pone fTriTl per-dCnt sprinkler discharge.
S1sgElxe "rtcal PiWg,
INSTALLATION - Per lhe-3a Intim-cans
including NFPA 13, 13R. 13D and CPVC rnanufaclurers inslruc4ms.
lrtr,Wl on rExl=ntbl or vertical mdurl4Trg surface.
Sr -La P aver pipe then squeeze s1 Ap hack a1oW Irlgg papa to slyda freely
When #90 threads are exposed in wQcpd. lnsWW 9 bm*ing nu(
FASTENE RS - UL Eistea pper NFPA 1-3
4 60013 - CPVC pipe - B005 screw- na ppre cril I.
Coppet and Steel p,pe -1r14 SUS or V4 "xt W' lag screw - no pre -drill
Tnru 5r8' 9ypsurn board - 1I4'x 2" lag screw.
STEEL- rain. 1H C.A. - nPVC, Copper and Steil pfpe - 1 a4• or #14 T eE Screw,
GONCRETE. Rewi+ad rrwnEmum I4ad eachfasiemer= 5fwt}r250ibs
FEATLIRES 2
' i if2' Offse'l- loose fit 901crv9 pipe W slide
Corrsman center -line for 3J4" and I'
Offset Ed a elenirrataa abraeman.
' AFCO1k 9h5 screw included - E01G' flex head
ORDE MING - Rai 4 sno p!pe age.
AFGON # 1r}6 becring nut Bold serparaiely
I
-
Z=hh<
Ha,z Rosrasar
f"
1"
1YL`
1
2}4'
3
3?5
4'
51
5"
B
Sie*L pipe excEIM IhreadBd
ligh(mg
NIA
TI-V
12'-O"
15'-0'
7S-0"
16-T
1S-0'
15'�T
15' 4'
15'•U'
15'•7
16'-a"
threadetlkg.'Tlwallydeel
pipe
NIA.
Q'gr
12'41"
12'-4'
IZ-9'
12`q
u-4r
NIA
WA
WA
VA
VA
CoMm Tube
041'
8'-0'
10'-0"
10'•IP
12rA
17-V
1TrD'
15'-0"
154'
19-0'
fWr
1&-T
CPVC
5'�G'
8'-0'
G_V
T_U,
B'r0'
9'-0'
IV4r
Nd A
NIA
WA
FUA
MIA
PI1Ly6 lylena (IP5)
NSA
X-9'
4'-7'
S' 4"
6-11"'
NIA
140A
NIA
rOA
NIA
MA
WA
Pobjbutylane(CTS)
X-11`
TX
9'-11"
4-64
5-'
NIA
NIA
MA
N1A
NJA,
NJA
NA
Ourlile iron plp6
WA
td1A
WA
NJA
NfA
164F
NIA
MA
15-0"
WA
15`4'
t3'V
AFCON 514 HANGERS (STEEL - COPPER - C. P. V Cj- COPPER - C. P. V C�
NOT TO SCALE
bHlyx
0
w
F*Sj
.
•
LICENSEE NO. 8B4604
•
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
0
DESIGN, ENGINEERING AND
INSTALLATION
•
A16 E. HARRISON ST.. SUITE 200
CORONA, CA 92879
PH- KD-915-3473
FAX - 951-272.,2 535
•
The reciplent of these plans
hereby adknowle ftes that all
plarls, decals, spetlficallans or
math ods aF Installation
contained rn this set of plans is
the sale property of Fire
Sprinkler Systems, Inc and
that any use ofAtIfgat l_nePplins
is prohibited and is a vdation
of copyright laws without first
receiving permissiail from Fire
5 r1rP er S stet'r1s.
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I I M I i L} RISEN Z -1�
I Q` . i8 $" _ _ x3' 1 1' i' g' CL 1 1' S 4' LOCA111IN 4 <
C7C
PLACE 4529 - GAME ROOM
- OPT. f I air
LU,® _ 1SCALE: 3116'=1-O" n
x:
�I — ¢
HYDRAULIC SYSTEM
This Building is Protected by a
Hydraulically Designed
Automatic Sprinkler System.
Date Installed
8115117
Location
CALL ,AREA 2
Number of Sprinkilars
2
Basis of Design
1, DENSITY
.05 gpmfsq,ft,
2, DESIGNED AREA OF DISCHARGE
_ _512 sq.ft.
System Demand
1. WATER FLOW RATE
31-6 gpm
2. RESIDUAL PRESSURE AT THE
BASE OF THE RISER
36,1 psi
Installed By Fire Spinkler
Systems, Inc,
PLAN 429 FIRE SPRINKLER PLAN
FLOOR AREA - 4.529 SQFT.
TOTAL, LIVING AREA - 4,529 SQFT.
GARAGE AREA- 716 SOFT.
DESIGN AND INSTALLATION SHALL
CONFORM TO NFPA'IBD, 2016 ED.
NOTES;
1 P.LL HEAD SPAGII'dG TO BE 16dx16. LIKLE9S OTHEIRVY19E
NOTED
2. ALL PIPES TD BE'W' O PVC. UNLESS OTHERVIA$E NOTED,
3. PIPE CLEARANCE8 M1)$T BE IN ACCORDANCE VVIThl NFPA
13.9 5.4
4. HANGERS SHOVat'1 FOR REF EREhkCE pURPO5ES ONLY.
HANGER SPACING'TO BE PER TABLES ON THIS SHEET
5. SPRINIt1_ERS SHALL NOT BE REGULRED IN 9ATHF00IVS 6F
55S0 Aida LESS. t5ECTION a.a 2.)
13. SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES
CLOSETS, LII FE N: CLOSETS, AND PANTRIES THAT MEET ALL
OF THE FOLLOW NO R EQUI REMENTS.
(1) THE AREA OF THE SPACE DOES NDT EXCEED} 24ZO.
(2) THE WALLS AND CEILINGS ARE SU RFACED WITH
NQNOOMRIJSTIBLE OR LINIITED•GOMBUSTIBLE
MATERIALS AS DEFINED IN WPA 22a
9. 6.2 5 t.2 THE DISTANCE SHALL SE MEASURED FROM THE
CENTER OF THE SPA kINKL0Z ttO THE CENTER OF THE
O E l$TRUC'I10N
19 6.2.5.6 3HADOWAkEAS $14ALL 5E FERIVITTED IN THE
PROTECTION AREA OF A SPRINKLER AS LONG AS THE
CUMULATIVE 011V AAEA DO NOT EXCEED 15sgR (1.4 sgrn)
PER SPRINKLER.
JQB NO: 31586
DATE: 8f 15117
DRAWN BY: M.N.
CL+1�fION 0-1
G16
LICENSE NO. �
684600
OF CPL0'1
SITE - 24" K W
SCALE
IF SHEET IS LE5STHAN
24" X 38' IT 15 A REDL}CED
Pfi NT SCALE
REDUCE ACCORDINGLY
SHEET ID
FIRE SPRIt'x LER PLAT!
SHEET FP2 OF FP4
I+R. AND 2-HR. GYPSUM WALL ASSEMBLY
PLASTIC PIPE THRDUGH GYPSUM WALLS USING
BLAZEMASTER CAULK & WALK
F RATING =1-H R, AND 24f,
T RATING =1-HR, AN D 2-'II'�, DRAWING NOT TO SCALE
1. PRE -RATED GYP -SUN WALLBOARDI'STUD WALL ASSEPABLY
A) THE F RATING = I HOUR IF THERE 15 ONE LAYER OF CYPSUM'AALLBO+ARD.
B THE F IRATING = 2 HOUR IF THERE ARE TWO LAYERS OF GYPSUM WALLBOARD_
2. PLAS-110 PIPE - Aj NOM, 2' CIAM. (OR SftLER) KH. 40 PVC PIPE
B NOM. T DIAM, OR Sfr ILEA CM FIPIE.
THE ANNULAR S�ACE RANGE HALL EE .WN.1A' TC MAXI 3�a
NOTE: FOR USE IN CLOSED (PROCESS OR SUPPLY I PIPING SYSTEMS,
3. BLAZEMASTEER CAULK & WAK-MIN,1r2" THICKNESS CF SEALANT APPLIED WIT HI N OPENINGi
ADDIT10kh SEALANT TO RP INSTALLED SU H THAT R MIN. 1A' CRGV'a N
* FORMED AROUND THE PENETRATING ITEM.
MOTE THE F & T RATINGS OF THE SYSTEM 15 EO IAL TO THE FIRE RATING O-F THE WALL ASSEMBLY,
UML SYSTEM NO. WL2151
#
I ��E
hlr7 CHANM OOPTIDN
e■
•
—
iREMIEAT
—�— =-- —=- --
—
J
—
VERMDA
k
GAL€ RAFA 2
I'
IT
u a-7.
11
�T —
m' 1 � G,
,T-0"Ctfii T
_LT
& t
l f-0' CLG. _
1 EROOM?FLEX R —
QLGL
b
r
ASFER IomRooae-a
2-a't
1'a
_:_
1�
21 �LtIL1'
I 57 B
'� I �+
L- -- — - -'
i
'I
.i. r
PLAN 4529 - GAME ROOM OPT.
SCALE; 3)16'=1r-0' NMTN BATHRDOM
i
r
tiO CHMGE 9 071f1ON
- - 10 SOFT.
I I'
El
0, IIy
I I L
LTR
k r
re
SIZE - SYSTEM PIPE; 5l4' lhru 3"
MATERIAL- CARBON STEEL,
FrN1SH - Mil_ Galwanized.
LISYINGIAPPRCVAL -
203-EX 4231, EX 2651
FU NCTION - 5apppn horrmr al piping' GPVC. Copper orSfeel
Size 314- - 2" Prevents upward rnauement of pipe from penderrt wirink1w dlgcfla rge
Stablllze vertical plplltq.
I NSTALLA71ON - Per These Insruaons
mduding NFPA 1313R, t3f) and CAVC manufacaurere inrtructkons.
mslall on hork2!0'Mi oa vertical mounting surface
FASTENERS - UL Usted per NFPA 13
inV"D
S14' - 3' CPVC PIPE - 0905 strew - no pre -drill.
'„M"-3'Swoland CWperp-aM14x1112"SMSOr
q1 STEEL rnn. 19 GA. 1t4"x4 1M" Jag bolt -no pre -drill
'Vdg" - 3' CPVC, Capper anrl gwel pipe, 101" pr 914 TeK Screw
FEATURES
Offset edge el Immaltd's abrbsim.
` Rela:lner ijimples secure hanger G3 pope durrn,q inwAlladpn
• Required AFCON *96 s screw included - 5116 hex head
ORDE4`RING - Fart *And pipe salt
CAN: ALSO BE US Ed TO REPLACE • 4500 PI strap
i1520 TIiBtraA
r;„nn
SI
6tZE P FAS❑IMT
3ii 2'9?15
1 2saz
1 114 3 170
r1 3.,Od
21r2 4.=
a b.�Ja
Restrain)
Namlrral Pipe Size ji
IV
1I4'
21
2Y.,
a"
3}4'
41
5'
6'
e'
Sfeef pipe except Lhreeded
NJA
124"
12'-0'
15'-0"
15'-0'
154'
16-0"
15V
fT T
WZ'
IS
15'0
Threaded Ilghwadl start
NIA
12',D'
12'-p'
12'-0-
12' 0"
12'-a'
iz-ir
w
WA
NIA
NIA
WA
pipe
Copper tube
S'A'
S`4"
10'-0'
10'-0"
124`
1Z4,
IZ-T
1vjy
16'•U'
W-0-
15'-0'
15'-0'
cpviC
5•6"
91 4'
6'-"
i'-V
ir-T
V4-0-
10r-T
NIA
NJA
NIA
rQA
WA
Po"ULy1044o jgPs)
NA
3-4'
T-7-
5'4-
$'-11'
N!A
NIA
NIA
NJA
NJA
WA
WA
Palybulyhma {CTS}
2'A t-
3'-4"
F-11"
4'-5'
S-F
NIA
WA
NJA
NJA
NJA
TWA
TWA
Owtleirprlpips
rVA
NIA
WA
NIA
WA
W" r
WA
NfA
16'-0`
NIA
154`
lb' -or
AFCON 510 HANGER (STEEL - COPPER - C.P. V GJ
NOT TO SCALE
S12" E - $YSTE>W PIKE 3+4" L11n1 T a
"ATERIAl, -Carbon Sieet
FINISH -M I, R"slauenlzed.
LIS71 N GW1511 OVAL -
* 203-EX 4231, EX 2661
PATENT- No. 6.E48276.
FIJ NGT ION - Suppbrl hdnmltlril pip'rtg. GPVG, Capper or Steal.
Prwides I1! twd uarllpalfiwlxQrli»I 19-2Z3Nlt sou pprey rorlta
upward movernenl of pipe From pendent spri:nkrer die 1Qe
St3bllt2a wMiCN peping.
IN$T.441,A'TION. -Pe+there in5lruc arts
rnduding NFPA 13, 15R. i9D and CPVC rrlaI111Ia.Ghlnar& in Mmctiurm
1,M09111 on horin"; or verticar rrowntIR9 wirfare.
$clap auer p%e then squeeze ftra.p bac,5 akwin�g pipe 1p sJide Frwky
Vu1>er, #965 thte 'ds are exposed ,n wood, install #N13 hacking nut
FASTENERS- JIL Urtad per NFPA 13
Vv00D - CPVG ptpe - *905 screw np Ere-dr111.
Capperand $Seel pipe - 01d SM$ or Il4 "xl 112" IaQ 9nrew - n4 pre -drill
Thru Wli--" ppypsurh board - 14"x Z'�IAgg screw
STEEL - min. 18 CLt CPVC, C per and S1e11 pipe • 114 of 414 'Lek Screw.
CONCRETE: Required minirnun, toad each fasiemer = 51wt}+2501bs
FEATURES 2
` 1 112" Otfaet - loose fit apowre pipe 10 slide.
Common center4ino for 3I4- and V.
OPfse1 edge eliminalea abrasion.
AFCO.N 9905 scresv ir'CJ den - 5J16' hex head
ORDERING - Part # and pipe see.
APCON it9a5 bacMng nut sold awparafely.
r
Ffesir:
NoarirW
Pipe $Q1! (In.)
I'I`
1
1'/Z
11K,
Z'
2V
3'
V' '
4"
5'
h
e'
Sind ploeowwtlhieaded
PIA
1Z'40'
12'-1)'
154'
16'•Q"
IF-T
194)'
15'-0"
15'-T
16•0"
IS-w
W-V
lioi$4 ail
Threaded liyhtwall steel
TA
12'-0'
12'4'
12'-0'
1 Z.(r
17-T
IZ-Cr
NJA
NA
WA
WA
NIA
pipe
CcEperhibe
NwDl
opal
1fur
10'..e'
IZ-op
17-I"
12'wt'
15.(r
13'Lt'
154Y
$'7-Q"
15�0"
CPvc
5-6'
61-7
G'4•
7` AY
V-7
9'-0"
11f'-0'
NIA
NIA.
WA
u+A
NIA
Poloutylena 11F$)
WA
3'4'
4'-#'
11T
61-1 V
MA
NIA
NIA
NIA
PYA
WA
NIA
PolybuLylwe(CTS
2'-11"
3'4"
T-1V
4',5"
V-7
NIA
NIA
NOA
NJA
WA
WA
NIA
OUC343 pan pipe
NUA
1JIA
NIA
WA
WA
15"•q"
NIA
WA
13'-T
10A
t5'-0•
15'-T
AF ON 514 HANGER (STEEL - COPPER - C. P.1l Q
MOTTO SCALE -'
Alizo
FS
U-3
7-
Ilk
ry
r
WLIH
if7t1CR` Lh'riFt<tli�f'iLl1�
i'lr17£ffrl4 id�IC.
i
LICENSE NO. B84500
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
DESIGN, ENGINEEMNG AND
INSTALLATION
•
T05 E. HARRISON ST., SUFrE 200
CORONA, CA 9n79
PH - 80,D-915-3473
FAX -951-272-2a35
r
Thm mclplent of therm plans
hmrehy acknowlodgeg that 4
plans, details, specifications or
Taeftds of installation
contained in this sit ul`h71 11ra s
the sale pwporty ❑f FIro
Sprinkler Systems, Inc. and
that any use of this sat of plans
is prohibited and is a violation
of copydght laws without flrst
receialrs perrnisslorl from Fire
rinlRlaI Systems.
�
M1
m
r
[i7
w
LLI
en
en
Q3
i-
2
'
'
V5
w
In
4
w
U
-
~
ty
Er
C7
r
O
WU
CO
�
o
OC
q
C
d
J
�
Ex
CALL AAF-A 1 9' CLG.
®r
UWLa
4A,
c
72 I
I I
11 UIp15ER
U'
Z d
U
13'$'
---- _�
43'-W
1"
,
fi'-4' L4CATtUN
�
(a
PLAN 4529 CANE ROOM OPT.1
2VXVSPACM
q
/yI cn
LU
SCALE: 116" =1' 0"
,19 —
13
{ I
on
v
iaAR
I
HYDRAULIC SYSTEM
This 1361ding is Protected by a
Hydraulically Designed
Automatic Sprinkler System.
Date Installed 8115117
Location CALC AREA 2
Number of Sprinklers 2
Basis of Design
1. DENSITY .05 gpm/sq.fL
2. DESIGNED AREA OF DISCHARGE ry #�
512 sq.ft.
System Demand
1. WATER FLOW RATE 25 gprn
2, RESIDUALPRESSURE ATTHE
BASE OF THE RISER 37.1 psi
Installed By _Fire Sp�nkler Systems, Inc.
ALT. PLAN 4529 (14' 14') FIRE SPRINKLER PLAN
SCALE. 3f1F _ 1r-0r
FLOCR AREA - 4,529 SOFT,
TOTAL LIVING AREA - 4,529 SOFT,
GARAGE AREA- 716 SOFT.
DESIGN AND INSTALLATION SHALE.
CONFORM TO NFPA 13D, 2016 ED.
NOTES'
1 A" HEAD SPACING TO BE 14'xl V, UNLESS OTHERVIASE
NOTE d-
2. ALL PIPES TO BE 'A" CPVC. UNLESS CTHERME NCM,
3. PIPECLEAt#ANCESMUST EEINACQURRANCEWITH NFPA
13,924.
4_ 4ANGERS $HOVM FOR RF-FFR1rNCF. PURPCSES ONLY
RANGER SPACING TO BE PER TABLES ON THIS SHEET.
5. 5PR1NKLERS SMALL NCT BE REQUIRED IN BATffROR]MS OF
558a#ft. AND LESS. (SECTION 5.3.2.)
P. SPRiNKLERS SHALL NCT BE REQUIRED IN CLOTHES
CLCiSLIS. LINEN CLCSETS, AN❑ PANTRIES THAT MEET ALL
DFTHE FOLLOWING REDUIREMENTS:
0) THE AREA OF THE SPACE DOES NOT EXCEED E4sgh.
(2) THE WALLS AND CEJLINGS ARE SU RFACED WITH
T+I'DNC0M5LI5TIaE OR LIMITED -COMBUSTIBLE
MATERIALS AS DEFINED IN NFPA 221].
9, t.2.8,1 2TH� DISTANCE SMALL BE MEASURED FROM THE
CENTER Or THESPRiNKLI=R7Q THE CENTER OF THE
OBSTRUCTION
10. 9_2.5.6 81HADOWAIR f AS 5HAl.L BE PERMITTED IN THE
PROTECTEON AREA OF A SPRINKLER A$ LONG A$ THE
G{JMULATIVE DflYAREA DO NOT EKCEEG 15sgtt(1.4 sgm)
PEA SPRINKLER_
JOB Nfl; 31586
DATE- 8115/17
DRAWN BY' M N.
6� 1 ON S
C IFICATION [-
ell
C-16 ;X3
LICENSE NO.
SIZE - 24" k 36"
SCALE
3fiB"=1'
IF SHEET IS LESS THAN
24' X 36" rr IS A fREDUC;EI)
PRINT SCALE
REDUCE ACCORDINGLY
SHEETID
FIRE SPRINKLER PLAN
SHEET FP3 F FP4
Tpble R ' Olio Pontt of F straITTt
R
hiAk. AAA3i , l
one-Pornr
! Retstrainr
REfi1TWINT RESTRAIt'
bNE-Pomrr ONL•PoIIdT
Ffaminswl
Nominal
"R'
"R"
Pipe Sire
LgaS than
ti,reataFrihan
hNs1 InGl.aa
10G psi
100 pet
DINiG,9
tray]
(5,9 bar)
PN20
{0, 23 r,il
{4,15 m]
05
i0,8gm}
(0,23rrs1
t-ihi
i'�"
7'-6'
DFf4-0 • OW{0,81
rYr}
[4,30 mj
TAbli: S • two Points of Restrain[
Pine
"S°
"S"
S¢C
LexsttsKn
Gre:ater{han
ATlSilnchas
106pyi
100p�li
DN
{g,g hart
MID barl
814
4'-6"
3'-6"
DN20
{1,21 ml
[4 -}! m}
1
a'•G"
41•4"
EiN25
{1.52snI
1;1,22m}
7-va
5-4"
6N92
{1,gs>~+i
{1,52 m}
oN40 - dNiiU
i2,13 irj}
{.,13 mh
5
�—MpSc
rwa-palnr ANY UlsiaNCC -�
l+'krl'itaf
Rbsr7l+rl
f
5i1�AIM1IT
714+0-P�s1M1JT
.■n,ur f 3W
Oaeaaa InstekJe{9o■ 5o4elllcafloaa
Grape mstallaiim 9poci6calians eha: only apply iw the insraNilion rtl JL Lisud
({liteMi37Er° CPW plea ind li¶Ings i■ ¢uigGS r9gtlRllip 3p!T}474r67etl11tlM1 Der RFK
530 and N>:PA IN.TAEse Standards an defined in NFPA cndtr nntblod brP and Tm
Firmry+awrAhna and Whaa+tPlrres- anddm"REFidaniiu I]couParaatS ep;o- Four Sturiss
in Relpl,s'. AS I¢rannrib In tIFAA i 3L} SocSGnn 9 6A,'SprinHkr5an not requlredin parxpes,
opal illaohsd pPls4ss- carps# or almlTar sllaolures ' Tho lnatalhhtln tlf ><FP BISr.Erdislsr
SP+IexY*F^Fe and lining{ Ipr vas in gar>44S rEgPgi■p SPringlPrpr4l15R1o■➢ar hFp0. 1317
is Dryly =ppllc=1,rP 7Q Ihp Utr Liairnp pl rhl# ¢rada:l
Ragall9tnaMa Tar Pipr, Flpings, sdrwnr oemarr Systems- system Uevpn, enemlta[laa,
Frrwe Walesmon, and Per,ehallnp 1,rr r,elalvtl Wage antl Pa•Ilhww ate csveryd In thls
InaGliikPn artA IeWniaal hintlt.uok. PIiYLa read place seldlrns al Irw mxnuuF carehllr}'
p+iCr iO ticvpnlrq or IrtslalhnG iFP 31a3E'liasler alga one 11[ringa1or gtlipe InstaRtEtlni
ir. gIPlPllalYae et TFP rlaorlAaeler AIM and T1111apP * garepi ragtrlrraP sprlrtlan
Is wllr iIL LM■d and k n■k G-tlC Ilst■d.
• III411"he Rtrgtll+;dtlell
- Praleclbn: 7fPNAu>tla9ler GP'FL AIJrt 7rd GirnpS ehih bP x,slallad ppnrailed
behind prasetilm culr5lslfnl of i rnillahlYn ar One lips ur aFy'ihir,Y gypsum
YVdIIbPird 6T 'L'ihltk ISAN+aed
• Spdnkla RogeiraniPnE. lJt it€lid, giadr rcaponsG altir,dud [weeip+ pendent
PrsilldwatsqudklErsx,+ih a 225'F (19+'"CI maximurrl IemaerarurnAahno-stall tre
YWQq, Flllaprlr,Adies SIMII GP+hshgetl per The minufulursrs Wdfshi^
msuu=Yon ftawnrons.
Insd!aCan Siandarrr. This lAslilep 6tr G6rage InaC711shant xlldll Sa'IMA >a Ih—
ticapal.la aefmaa by HFPA r9A-
6lrciem 0—
In acgarganra will tee UL Lnanq,lfP Blorh,laular CP41 P'pa one tll¢dpt rltiY Le uses
iG rYssa:r, ise,s an iuurda,ce 7Hth HFPA 19, 180 and 1'sri v,h,en suhjajll141hE igllgvling
idai*gnar hmittiitlrr-
I IYnen Installed prPltSSed itrvx+lydldlacwraincExldt hJFW4 130and t',lR. Ana
mhliAlnm prhliciPn r],il LerTda[p ndl:ir one apx o: SS'f+LS mmj Ihitl[9gr^-um
*nlqul;tll P+'fr i12.+nlmilhiok tlh„r94d
a. A1R,6h IIL0sb5Qp �YnIUl4 p+Q7df.4dM1 IiYpddedlm aoWrd®Ine WAIs �YFPA 13 13d
=nL 13R,1he eolLluil+,g IimirallgnF ralyll apply',
1 he nsef r21eP to ira,AirYpd hdv■ a smuill, I W, rinrinowfir ceYlnq corulrucrlart. ,p
_zItltl raeldaniim pehAYGrspnaKPl4 tD htl u%.Jziilptl w+lh its 4rtlucitlr aA to
v5tartce from lha eeAlnq spee,lletl I11:he epllNdar Wllnp
YN
The rJsar skuSbe IlrtrierJ helew akptiminii unilnls" gpptriyrrr leillny {III
acctlrdilsnevlllfi NFPr11341 mnslnxb:0 aldrrlgp dtlrninal i x 34`or nanrlal Y>c
1:'PSPan4dtolld wcoe taste 0r5 i6' ppnule-,i hataC ripi¢4d1ral pMdinl
spnrilir is +o hE -nslallad wlk, Its tlerx3eiv. a malpmum or 7SF,' PPlwrrhtr 4PP7m
al Lile xolld xvod polsl in anrfclpillrtn ei WWr61n51illalien of i i,l,islleu [citing.
vm.n rasralep rrP im,r.rar�.^-!7" GpWG9iP4ral PilinSdr lamApinalian wile 2'a11'
anlltl "cod IPlsts. hremaYrr,urn iy+tm�MOrIon4PrssSurP,P,dn Ma>DwIP wndtllwis
Ad no' axaetl tOd pi uld 711e nwlmurtl >rrakln werilrq Presswri,ntler ably,
lnanlrawmt; I carp'udny chill tld{ IaFeid 775 Psi.
- Tr.- L etlad rcidinliai 7vdcn1+pnnlAer is to Nub 7i5'F ifiamq manmunl
k,-lderalole rierrq w,d iato he te4ted of a rnaalrelm hab:irh! dglarud of 12
mehes Irgm evtrmlerbrie a( the dcrr Thasytsrem is. roei deaWad epreeuppa one
:esct0 Arfi.t lay the xaril,lg sdrzled exapl fiat Ihi Illvv Ioraslmje epriHier or
eldlYple X,IMWy yYepll net pP IP55 o-an 11 PW-i per sprinkler.
Fig. 29 -Double Offset Hanger & Restrainer for CRVC
Plastic Pipe rustrsTeo
Side Range — Available ir1 314" and 1;" pipe ssaes
Material — fire-Gaivaniaed $tqe!
FiuTctlom -- al'tFenOed t4 orYa1 aS 5 hanger and restrainer for
CPVC, plassic fire spnrkEer pipe_ lyriavi+fes dou hie pose# 1 'jx"
1 3{a' frarrl mounting siiriace. TMis desiger will ease In9t81t9tioF1 txy
eiirninatir3g the need for woad bldai{ extension and a1lgNr rats-flt
attachment of hanger ter sprirlk6ar pipe.
Fes{ores -
- Thrtlrrtb tab provides prnfsuflon to res#ra;n pipe in raugn job sire
conditions. Tate is not re4ulTra€# to be bent for Ilsted instal]atipn.
■ Ottset edgd gtimrna#es abrasion.
A#tach+as e$ai1Y to wood structure with two spsclat #10 x 1 hex
4eat3 self•#hresding scra+,vs funnislir:d with g;rtdul*t-
• Can 6e used as a single affsah hanger !)}' alipnirlq "dimples"
)NM top od mour>ttrrg surface and uEtiClxing two fasteners in two of
ft throe hales praviriect
Alpprovaks — Underwriters' Laboi'ataries Listed Ir1 the USA tUL}
and Ganaua (cut_) ma hanger t3r1d restrainer #o supper# firs
5prinkler sVs1am6_ Meets and esceads requirements of NFPA 93,
7 3 R and 13 D_
Finish -- Pre-Gatvanixeq
011'iter 9y — Fh.�ure nurnber and pipe sine.
FATEt+IT PEM1:€11NG
der :rtery � �:� F.rskalhslon s.
rl rvr#-YN�n Tn iha nJrn mIrF Is rsq
+7
r
r i
e ,
r �
r ,
I
a3L.flirL,: 1I4'r _ i t-0rr
BLTILDI SECTION
AND COMMERCAL
L
ucENS E NO. a84600
i
CUSTOM, TRACT, h9U
Tl-FAMILY
i
DE51GN, ENGINEERING AIVJ]
INSTALLATi4N
•
7E15 E. kARRI5r3N 9., SUITE 200
GCRONA, GA 92879
PH - S(]0.915.3473
e=AY - 951-272-2535
r
The recipient of these plans
hereby atkndwiedges that all
p4ans, detal45, rpeCrFlCatipl'tis or
methods of installation
canlair~'ed In this set of plans.Js
the We prap+:arly of Ire
S{srinklar aysterns. Inc, and
Ihat any use of tfli: eel of pLi s
is prohibited and is a violation
of cniayright laws without first
receiving permission from Fire
Sprinkler SY5tem5
4
tl
H
it it $ I ■ 4J . 31586
DATP 8115!17
11411
O
� CIASSIFiGATiGN C�,,
# LICENSE N
. �
�� CI,L IF��
SiZE - 24" }( 38"
SCALE
114' =1'
IF SHEET IS LESS THAN
24■ x 3s- IT IS A REDUCE n
PRINT SCALE
REat10EACCORDINGLY
SHEET
JD
SEt;TIDNS
S€iFET FPd OF FPA
3 Coachella Valley Water District
\pl f 75515 Hovley Lane East
9` Domestic Water System Flow Analysis Palm Desert, CA92211
Domestic Water System Flow Analysis
(Hydraulic Model)
Requested By:
FIRE SPRINKLERS SYSTEMS, INC. Date: 7/18/17
Address:
705 E. HARRISON STREET APN:
CORONA, CA 92879 Req. Fire Flow: 1000gpm at 20psi for2 hours.
Contact Name:
JAMIE BISHIP I Project Name: GRIFFIN RANCH
Phone:
800-915-3473
Email:
jamieb@fireinc.net Cell: ---
Domestic Water System
HYDRANT AT THE NE CORNER OF MERV GRIFFIN WAY AND DAMASCUS DRIVE, La Quinta, GEO
Flow Analysis Location:
6-7-15-2, PZ 17-8160
Model information
Flaw Analysis Description Requested
Test 1 Test 2 Test 3 Test 4 Flow i Domestic
Elevation (Ft):
.16
1 system flow
None available
without
Steady State, Dynamic (psi):
82.8
Residual Pressure (psi):
74.82
Fire Flow Tested (gpm):
2,300
exceeding
N/A CVWD's
Combined Total:
N/A criteria.
Tested Model Junction:
J1828
Duration:
2 hours
Demand Conditions:
Peak Day Demand (PDD)
Reservoir No./Level (s):
Reservoir 6726
Pumps Operating No's:
Pumps On
Pressure Zone and HGL:
lake Cahuilla (145') --
Model:
MervGriffin&Damascus-CVWD_DomesticWater 012616
Comments: The domestic water system is capable of providing 2,300 gpm for 2 hours that satisfies CVWD's minimum
pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple fire hydrants. This
simulated system flow analysis may not include all facilities that may be required for this development/project.
check with Development Services
Pleasees for further information on all required facilities. The theoretical flow to
drop the residual pressure to 20 psi is greater than 5,000 gpm. 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 gl@W n tact me at (760) 398-2661, ext. 2397.
Ir4a Fr&t F
s
0 r
CLEARED
Completed By: _ r�G'"`� DaW
x
Page 1 of I
RECEIVE6i//7
NOV D 6 2018 ENGDS-016
(8/31/15)
CITY OF LA QUINTA
COMMUNITY DEVELOPMENT
-----------------------^--------------------------------------_--------------------
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.DATE: 8/29/2017-S:\2017\31586\CALL\4529.rdf Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
GRIFFIN RANCH
LA QUINTA, CA
PLAN 4529
101 TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 8/29/2017
File No: 31586
Data File Name: 4529.rdf
SPRINKLER SPACING
400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft.
Min. Dist. Bet. Spklrs: 10.0 Max. Dist. Spklr. to Wall: 10.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(20X20) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Intl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Intl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 74.5 psi Resid: 67.3 psi
F1ow:2300.0
gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press.
Node Total
Avail.
Req'd
Flowing Flow (psi)
No. Flow
Press.
Press.
1 20.0 18.0
12 25.0
74.5
49.7
1 20.0 18.0
12 25.0
74.5
49.7
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
-DATE:,8/29/2017 S:\2017\31586\CALC\4529.rdf Page 2'
RESULTS OF ANALYSIS
PIPE & MODE 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
100 30.00
BG
_--- -2.0 SRCE ---- 25.0
6.05 49.7 ----
25.0
6.06 49.7
150
101 0.995
6.0
---- -2.0 ----
---- 0.17
0.00 43.6 ----
0.17
0.00 43.6
2
101 1.00
-4.0 -2.0 ----
---- 25.0
0.17 43.6 ----
25.0
0.17 43.6
150
102 0.995
0.0
---- -2.0 ----
---- 0.17
0.00 39.5 ----
0.17
0.00 39.5
3
102 70.00
3L
---- -2.0 -----
---- 25.0
3.45 39.5 ----
25.0
3.45 39.5
150
103 1.360
24.0
---- -2.0 ----
---- 0.04
0.00 36.0 ----
0.04
0.00 36.0
4
103 4.00
LG
---- -2.0 ----
---- 25.0
0.37 36.0 ----
25.0
0.37 36.0
150
104 1.265
3.0
---- 2.0 -5
5 0.05
1.73 33.9
5 0.05
1.73 33.9
5
104 2.00
L
---- 2.0 -5
5 20.0
0.48 33.9
5 20.0
0.48 33.9
150
105 1.101
5.0
---- 4.0 -----
----- 0.07
0.87 32.6 ----
0.07
0.87 32.6
6
105 1.00
-3.0 4.0 -----
---- 20.0
0.07 32.6 ----
20.0
0.07 32.6
150
106 1.101
0.0
---- 4.0 ----
----- 0.07
0.00 29.5 ----
0.07
0.00 29.5
7
106 7.00
2L
---- 4.0 ----
---- 20.0
1.16 29.5 ----
20.0
1.16 29.5
150
10 1.101
10.0 ----
11.0 ----
---- 0.07
3.03 25.3 ----
0.07
3.03 25.3
8
10 5.50
L ----
11.0 ----
---- 20.0
1.99 25.3 ----
20.0
1.99 25.3
150
11 0.874
4.0 -----
11.0 ----
---- 0.21
0.00 23.3 ----
0.21
0.00 23.3
9
11 56.00
5R ----
11.0 ----
---- 12.5
5.32 23.3 ----
12.5
5.32 23.3
150
12 0.874
5.0 ----
11.0 4.71
20.0 0.09
0.00 18.0 20.0
0.09
0.00 18.0
10
12 2.00
B ----
11.0 4.71
20.0 0.0
0.00 18.0 20.0
0.0
0.00 18.0
150
13 0.874
3.0 ----
11.0 ----
---- 0.00
0.00 18.0 ----
0.00
0.00 18.0
28
12 48.00
2LB3R ----
11.0 4.71
20.0 -7.5
2.14 18.0 20.0
-7.5
2.14 18.0
150
14 0.874
14.0 ----
11.0 ----
---- -0.03
0.00 20.1 ----
-0.03
0.00 20.1
29
14 1.00
L ----
11.0 ----
---- -7.5
0.17 20.1 ----
-7.5
0.17 20.1
150
15 0.874
4.0 ----
12.0 ----
---- -0.03
0.43 19.9 ----
-0.03
0.43 19.9
11
15 5.50
L ----
12.0 ----
---- -7.5
0.33 19.9 ----
-7.5
0.33 19.9
150
16 0.874
4.0 ----
12.0 ----
----- -0.03
0.00 20.2 ----
-0.03
0.00 20.2
12
16 1.50
R ----
12.0 ----
---- -3.4
0.02 20.2 ----
-3.4
0.02 20.2
150
17 0.874
1.0 ----
12.0 -----
---- -0.01
0.00 20.2 ----
-0.01
0.00 20.2
13
17 1.00
L ----
12.0 ----
---- -3.4
0.04 20.2 ----
-3.4
0.04 20.2
150
18 0.674
4.0 ----
13.0 ----
---- -0.01
0.43 19.8 ----
-0.01
0.43 19.8
14
18 16.00
L2R ----
13.0 ----
---- -3.4
0.18 19.8 ----
-3.4
0.18 19.8
150
19 0.874
6.0 ----
13.0 ----
---- -0.01
0.00 20.0 ----
-0.01
0.00 20.0
15
19 15.00
LB ----
13.0 ----
---- 0.0
0.00 20.0 ----
0.0
0.00 20.0
,DATE:8/29/2017
S:\2017\31586\CALC\4529.rdf
Page
3
150
20
0.874
7.0 ----
13.0 ----
---- 0.00.
0.00
20.0 ----
0.00
0.00
20.0
16
19
5.00
B ----
13.0 ----
---- -3.4
0.06
20.0 ----
-3.4
0.06
20.0
150
21
0.874
3.0 ----
13.0 ----
---- -0.01
0.00
20.1 ----
-0.01
0.00
20.1
17
21
10.00
B ----
13.0 ----
---- 0.0
0.00
20.1 -----
0.0
0.00
20.1
150
22
0.874
3.0 ----
13.0 ----
---- 0.00
0.00
20.1 ----
0.00
0.00
20.1
18
21
87.00
L2B7R ----
13.0 ----
---- -3.4
0.84
20.1 ----
-3.4
0.84
20.1
150
23
0.874
17.0 ----
13.0 ----
---- -0.01
0.00
20.9 ----
-0.01
0.00
20.9
19
23
2.00
L --•--
13.0 ----
---- -3.4
0.05
20.9 ----
-3.4
0.05
20.9
150
24
0.874
4.0 ----
11.0 ----
---- -0.01
0.87
21.8 -
-- -0.01
0.87
21.8
20
24
4.50
L -----
11.0 ----
---- -3.4
0.07
21.8 ----
-3.4
0.07
21.8
150
25
0.874
4.0 ----
11.0 ----
---- -0.01
0.00
21.9 ----
-0.01
0.00
21.9
21
25
12.00
B ----
11.0 ----
---- 4.1
0.17
21.9 ----
4.1
0.17
21.9
150
26
0.874
3.0 ----
11.0 ----
---- 0.01
0.00
21.7 ----
0.01
0.00
21.7
22
26
2.00
L ----
11.0 ----
---- 4.1
0.07
21.7 ----
4.1
0.07
21.7
150
27
0.874
4.0 ----
13.0 ----
---- 0.01
0.87
20.8 ----
0.01
0.87
20.8
23
27
31.50
L4R ----
13.0 ----
---- 4.1
0.44
20.8 ----
4.1
0.44
20.8
150
28
0.874
8.0 ----
13.0 ----
---- 0.01
0.00
20.4 ----
0.01
0.00
20.4
24
28
32.50
6R ----
13.0 ----
---- 4.1
0.43
20.4 ----
4.1
0.43
20.4
150
29
0.874
6.0 ----
13.0 ----
---- 0.01
0.00
19.9 ----
0.01
0.00
19.9
25
29
2.00
L ----
13.0 ----
---- 4.1
0.07
19.9 ----
4.1
0.07
19.9
150
30
0.874
4.0 ----
12.0 ----
---- 0.01
0.43
20.3 ----
0.01
0.43
20.3
26
30
1.00
LB ----
12.0 ----
---- 4.1
0.09
20.3 ----
4.1
0.09
20.3
150
16
0.874
7.0 ----
12.0 ----
---- 0.01
0.00
20.2 ----
0.01
0.00
20.2
27
25
33.00
B5R ----
11.0 ----
---- -7.5
1.41
21.9 ----
-7.5
1.41
21.9
150
11
0.874
8.0 ----
11.0 ----
---- -0.03
0.00
23.3 ----
-0.03
0.00
23.3
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
Node Notes
Pipe Notes
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=GatV1v, X= X, Y= Y, 2:
'DATE. 8/29/2017 S:\2017\31586\CALC\4529.rdf Page 4
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 10.69 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
2
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
1.265
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 3.7.0 computer program (License No. 50081444 )
to provide an average imbalance of 0'.010 gpm at each node and
a maximum imbalance of 0.10 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 49.7 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
,DATE: 1 8/29/2017 S:\2017\31586\CALC\.4529.rdf
Page 5
�.t�nmrra_r9R i
75.0 C
1
67.5
p I
R60.0
E
552.5
S I D
U45.0
R I
E37I.5
(30.0
p I
522.5
I 1
) 151.0
7.5
I,
0 - C4 8 12 16 20 24 28 32 36 40
= FLOW (GPM)
74.5 psi, Reaiuuas = u/.3 psi a 2300 qpm
r flowing) (1 sprinklers flowing)
= Available WatC = Available Water Supply
74.5 psi Q 25.0 c74.5 psi @ 25.0 qpm
= Required WateD = Required Water Supply
49.7 psi @ 25.0 c49.7 psi Q 25.0 gpm
DATE: 8/29/2.017 S:\2017\31586\CALL\4529.rdf Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
GRIFFIN RANCH
LA QUINTA, CA
PLAN 4529
10!s TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 8/29/2017
File No: 31586
Data File Name: 4529.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: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(16xlG) 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: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press.
Flowing Flow (psi)
1 13.0 7.6
2 13.0 7.6
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
Node
Total
Avail.
Req'd
No.
Flow
Press.
Press.
20
18.0
74.5
33.8
20
31.6
74.5
57.7
,DATE: 8/29/2017 S:\2017\31586\CALC\4529.rdf Page 2
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
100 30.00
BG
----
-2.0
SRCE ---- 18.0
3.29 33.8 ----
31.5
9.31 57.7
150
101 0.995
6.0
----
-2.0
---- ---- 0.09
0.00 30.5 ----
0.26
0.00 48.4
2
101 1.00
-4.0
-2.0
---- ---- 18.0
0.09 30.5 ----
31.6
0.26 48.4
150
102 0.995
0.0
-----
-2.0
---- ---- 0.09
0.00 26.4 ----
0.26
0.00 44.1
3
102 70.00
3L
----
-2.0
---- ---- 18.0
1.88 26.4 ----
31.6
5.32 44.1
150
103 1.360
24.0
- --
-2.0
---- ---- 0.02
0.00 24.5 ----
0.06
0.00 38.8
4
103 4.00
LG
----
-2.0
---- ---- 18.0
0.20 24.5 ----
31.6
0.56 38.8
150
104 1.265
3.0
----
2.0
-5 5 0.03
1.73 22.6 5
0.08
1.73 36.5
5
104 2.00
L
----
2.0
-5 5 13.0
0.21 22.6 5
26.6
0.81 36.5
150
105 1.101
5.0
----
4.0
---- ---- 0.03
0.87 21.5 ----
0.12
0.87 34.8
6
105 1.00
-3.0
4.0
---- ---- 13.0
0.03 21.5 ----
26.6
0.12 34.8
150
106 1.101
0.0
----
4.0
---- ---- 0.03
0.00 18.5 ----
0.12
0.00 31.7
7
106 7.00
2L
----
4.0
---- ----- 13.0
0.52 18.5 ----
26.6
1.96 31.7
150
10 1.101
10.0 ----
11.0
---- ---- 0.03
3.03 14.9 ----
0.12
3.03 26.7
8
10 5.50
L ----
11.0
---- ---- 13.0
0.90 14.9 ----
26.6
3.37 26.7
150
11 0.874
4.0 ----
11.0
---- ---- 0.09
0.00 14.0 ----
0.35
0.00 23.3
9
11 56.00
5R ----
11.0 ----
---- 5.1
1.01 14.0 ----
10.3
3.77 23.3
150
12 0.874
5.0 ----
11.0 ----
---- 0.02
0.00 13.0 ----
0.06
0.00 19.6
10
12 2.00
B ----
11.0 ----
----- 0.0
0.00 13.0 ----
0.0
0.00 19.6
150
13 0.874
3.0 ----
11.0 ----
---- 0.00
0.00 13.0 ----
0.00
0.00 19.6
28
12 48.00
2LB3R ----
11.0 ----
---- 5.1
1.03 13.0 -----
10.3
3.83 19.6
150
14 0.874
14.0 ----
11.0 ----
---- 0.02
0.00 12.0 ----
0.06
0.00 15.8
29
14 1.00
L ----
11.0 ----
---- 5.1
0.08 12.0 ----
10.3
0.31 15.8
150
15 0.874
4.0 ----
12.0 ----
---- 0.02
0.43 11.4 ----
0.06
0.43 15.0
11
15 5.50
L ----
12.0 ----
---- 5.1
0.16 11.4 ----
10.3
0.59 15.0
150
16 0.874
4.0 ----
12.0 ----
---- 0.02
0.00 11.3 ----
0.06
0.00 14.4
12
16 1.50
R ----
12.0 ----
---- 8.2
0.10 11.3 ----
16.5
0.37 14.4
150
17 0.874
1.0 ----
12.0 ----
---- 0.04
0.00 11.2 ----
0.15
0.00 14.1
13
17 1.00
L ----
12.0 ----
---- 8.2
0.20 11.2 ----
16.5
0.73 14.1
150
18 0.874
4.0 ----
13.0 ----
---- 0.04
0.43 10.6 ----
0.15
0.43 12.9
14
18 16.00
L2R ----
13.0 ----
---- 8.2
0.88 10.6 ----
16.5
3.21 12.9
150
19 0.874
6.0 ----
13.0 ----
----- 0.04
0.00 9.7 ----
0.15
0.00 9.7
15
19 15.00
LB ----
13.0 ----
---- 13.0
2.08 9.7 ----
13.0
2.08 9.7
-,DATE: 8/29/2017 S:\2017\31586\CALC\4529.rdf
Page 3
150
20
0.874
7.0 ----
13.0
4.71 13.0 0.09
0.00
7.6
13.0 0.09
0.00
7.6
16
19
5.00
B ----
13.0
---- ---- -4.8
0.12
9.7
---- 3.5
0.07
9.7
150
21
0.874
3.0 ----
13.0
---- ---- -0.02
0.00
9.8
---- 0.01
0.•00
9.6
17
21
10.00
B ----
13.0
---- ---- 0.0
0.00
9.8
---- 13.6
1.33
9.6
150
22
0.874
3.0 ----
13.0
4.71 ---- 0.00
0.00
9.8
13.6 0.10
0.00
8.3
18
21
87.00
L2B7R ----
13.0
---- ---- -4.8
1.58
9.8
---- -10.1
6.17
9.6
150
23
0.874
17.0 ----
13.0
---- ---- -0.02
0.00
11.4
---- -0.06
0.00
15.8
19
23
2.00
L ----
13.0
---- ---- -4.8
0.09
11.4
---- -10.1
0.36
15.8
150
24
0.874
4.0 ----
11.0
---- ---- -0.02
0.87
12.3
---- -0.06
0.87
17.0
20
24
4.50
L -----
11.0
---- ---- --4.8
0.13
12.3
---- -10.1
0.50
17.0
150
25
0.874
4.0 ----
11.0
---- ---- -0.02
0.00
12.5
---- -0.06
0.00
17.5
21
25
12.00
B ----
11.0
---- ---- 3.1
0.10
12.5
---- 6.1
0.35
17.5
150
26
0.874
3.0 ----
11.0
---- ---- 0.01
0.00
12.4
---- 0.02
0.00
17.2
22
26
2.00
L ----
11.0
---- ---- 3.1
0.04
12.4
---- 6.1
0.14
17.2
150
27
0.874
4.0 ----
13.0
---- ---- 0.01
0.87
11.5
---- 0.02
0.87
16.2
23
27
31.50
L4R ----
13.0
---- ----- 3.1
0.26
11.5
---- 6.1
0.93
16.2
150
28
0.874
8.0 ----
13.0
---- ---- 0.01
0.00
11.2
---- 0.02
0.00
15.2
24
28
32.50
6R -----
13.0
---- ---- 3.1
0.25
11.2
---- 6.1
0.90
15.2
150
29
0.874
6.0 ----
13.0
---- ---- 0.01
0.00
11.0
---- 0.02
0.00
14.3
25
29
2.00
L ----
13.0
---- ---- 3.1
0.04
11.0
---- 6.1
0.14
14.3
150
30
0.874
4.0 ----
12.0
---- ---- 0.01
0.43
11.3
---- 0.02
0.43
14.6
26
30
1.00
LB ----
12.0
---- ---- 3.1
0.05
11.3
---- 6.1
0.19
14.6
150
16
0.874
7.0 ----
12.0
---- ---- 0.01
0.00
11.3
---- 0.02
0.00
14.4
27
25
33.00
B5R ----
11.0
---- ---- -7.9
1.54
12.5
---- -16.2
5.84
17.5
150
11
0.874
8.0 ----
11.0
---- ---- -0.04
0.00
14.0
---- -0.14
0.00
23.3
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
Node Notes
Pipe Notes
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=GatV1v, X= X, Y= Y, Z
r
,DATE: 8/29/2017 S:\2017\31586\CALL\4529.rdf Page 4
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 14.21 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
0.995
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
1.265
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 3.7.0 computer program (License No. 50081444 )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.14 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 57.7 psi and a 7 minute flow of 221 gal. and a 10 minute flow of 315.7 gallons.
The minimum pressure at any node is 7.6 psi at node 20.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
•DATE:•8/29/2017 S:\2017\31586\CALL\4529.rdf
Page 5
75.
67.
P
60.
R
E
52.
S
S
45.
U
R
37.!
E
7.5
0.0
04 8
WATER SUPPLY CURVE
12 16 20 24 28 32 36 40
FLOW (GPM)
Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm
(1 sprinkler flowing) (2 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
74.5 psi Q 18.0 gpm 74.5 psi Q 31.6 gpm
B = Required Water Supply D = Required Water Supply
33.8 psi @ 16.0 gpm 57.7 psi @ 31.6 gpm
DATE: 10/31/2018 S:\2017\31586\CALC\4529_ALT.rdf Page 1..
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
GRIFFIN RANCH
LA QUINTA, CA
PLAN 4529 ALT.
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALL AREA 1
Date: 10/31/2018
File No: 31586
Data File Name: 4529 ALT.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: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(20x2O) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Intl. 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: 74.5 psi Resid:
67.3 psi
F1ow:2300.0
gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
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
74.5
56.8
1 20.0
18.0
13 25.0
74.5
56.8
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE
DEPT.
DATE:'10/31/2018 S:-\2017\31586\CALC\4529_ALT.rdf _Page 2
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
100 30.00
BG
----
-2.0
SRCE ---- 25.0
6.06 56.8
---- 25.0
6.06 56.8
150
101 0.995
6.0
----
-2.0
---- ---- 0.17
0.00 50.7
---- 0.17
0.00 50.7
2
101 1.00
-9.5
-2.0
---- ---- 25.0
0.69 50.7
---- 25.0
0.69 50.7
150
102 0.745
0.0
----
-2.0
---- ---- 0.69
0.00 40.5
---- 0.69
0.00 40.5
3
102 70.00
3L
----
-2.0
---- ----- 25.0
3.45 40.5
---- 25.0
3.45 40.5
150
103 1.360
24.0
----
-2.0
---- ---- 0.04
0.00 37.1
---- 0.04
0.00 37.1
4
103 4.00
LG
----
-2.0
---- ---- 25.0
0.37 37.1
---- 25.0
0.37 37.1
150
104 1.265
3.0
----
2.0
-5 5 0.05
1.73 35.0
5 0.05
1.73 35.0
5
104 2.00
L
----
2.0
-5 5 20.0
0.48 35.0
5 20.0
0.48 35.0
150
105 1.101
5.0
----
4.0
---- ---- 0.07
0.87 33.6
---- 0.07
0.87 33.6
6
105 1.00
-3.0
4.0
---- ---- 20.0
0.07 33.6
---- 20.0
0.07 33.6
150
106 1.101
0.0
----
4.0
---- ---- 0.07
0.00 30.6
---- 0.07
0.00 30.5
7
106 7.00
2L
----
4.0
---- ---- 20.0
1.16 30.6
---- 20.0
1.16 30.5
150
10 1.101
10.0 ----
11.0
---- ---- 0.07
3.03 26.4 ----
0.07
3.03 26.4
8
10 5.50
L ----
11.0
---- ---- 20.0
1.99 26.4 ----
20.0
1.99 26.4
150
11 0.874
4.0 ----
11.0
---- ---- 0.21
0.00 24.4 ----
0.21
0.00 24.4
9
11 56.00
5R ----
11.0
---- ---- 12.5
5.32 24.4 ----
12.5
5.32 24.4
150
12 0.874
5.0 ----
11.0
---- ---- 0.09
0.00 19.0 ----
0.09
0.00 19.0
10
12 2.00
B ----
11.0 ----
---- 20.0
1.05 19.0 ----
20.0
1.05 19.0
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
28
12 48.00
2LB3R ----
11.0 ----
---- -7.5
2.14 19.0 ----
-7.5
2.14 19.0
150
14 0.874
14.0 ----
11.0 ----
---- -0.03
0.00 21.2 ----
-0.03
0.00 21.2
29
14 1.00
L ----
11.0 ----
---- -7.5
0.17 21.2 ----
-7.5
0.17 21.2
150
15 0.874
4.0 -----
12.0 ----
---- -0.03
0.43 20.9 ---
-0.03
0.43 20.9
11
15 5.50
L ----
12.0 ----
---- -7.5
0.33 20.9 ----
-7.5
0.33 20.9
150
16 0.874
4.0 ----
12.0 ----
---- -0.03
0.00 21.3 ----
-0.03
0.00 21.2
12
16 1.50
R ----
12.0 ----
---- -3.4
0.02 21.3 ----
-3.4
0.02 21.2
150
17 0.874
1.0 ----
12.0 ----
---- -0.01
0.00 21.3 ----
-0.01
0.00 21.3
13
17 1.00
L -----
12.0 ----
---- -3.4
0.04 21.3 ----
-3.4
0.04 21.3
150
18 0.874
4.0 ----
13.0 ----
---- -0.01
0.43 20.9 ----
-0.01
0.43 20.9
14
18 16.00
L2R ----
13.0 ----
---- -3.4
0.17 20.9 ----
-3.4
0.17 20.9
150
19 0.674
6.0 ----
13.0 ----
---- -0.01
0.00 21.1 ----
-0.01
0.00 21.0
15
19 15.00
LBR ----
13.0 ----
---- 0.0
0.00 21.1 ----
0.0
0.00 21.0
•DATE:,10/31/2018 S:\2017\31586\CALC\4529-ALT.rdf Page;'3
150 20
0.874
8.0 ----
13.0
---- ---- 0.00
0.00 21.1 ----
0.00
0.00 21.0
16 19
5.00
B ----
13.0
--------- -3.4
0.06 21.1 ---
-3.4
0.06
21.0
150 21
0.874
3.0 ----
13.0
---- ---- -0.01
0.00 21.1
--- -0.01
0.00
21.1
17 21
10.00
B ----
13.0
---- ---- 0.0
0.00
21.1 ----
0.0
0.00
21.1
150
22
0.874
3.0 ----
13.0
---- ---- 0.00
0.00
21.1 ----
0.00
0.00
21.1
18
21
65.00
LB9R ----
13.0
---- ---- -3.4
0.64
21.1 ----
-3.4
0.64
21.1
150
23
0.874
16.0 ----
13.0
----- ---- -0.01
0.00
21.8 ----
-0.01
0.00
21.8
19
23
22.50
B2R ----
13.0
---- ---- -3.4
0.22
21.8 ----
-3.4
0.22
21.8
150
24
0.874
5.0 ----
13.0 ----
---- -0.01
0.00
22.0 ----
-0.01
0.00
22.0
20
24
2.00
L ----
13.0 ----
---- -3.4
0.05
22.0 ----
-3.4
0.05
22.0
150
25
0.874
4.0 ----
11.0 ----
---- -0.01
0.87
22.9 ----
-0.01
0.87
22.9
21
25
4.50
L ----
11.0 ----
---- -3.4
0.07
22.9 ----
-3.4
0.07
22.9
150
26
0.874
4.0 ----
11.0 ----
---- -0.01
0.00
23.0 ----
-0.01
0.00
23.0
22
26
12.00
B ----
11.0 ----
---- 4,1
0.17
23.0 -----
4.1
0.17
23.0
150
27
0.874
3.0 ----
13.0 ----
---- 0.01
0.87
21.9 ----
0.01
0.87
21.9
23
27
2.00
L ----
13.0 ----
---- 4.1
0.07
21.9 ----
4.1
0.07
21.9
150
28
0.874
4.0 ----
13.0 ----
---- 0.01
0.00
21.9 ----
0.01
0.00
21.9
24
28
31.50
L4R ----
13.0 ----
---- 4.1
0.45
21.9 ----
4.1
0.45
21.9
150
29
0.874
8.0 ----
13.0 ----
---- 0.01
0.00
21.4 ----
0.01
0.00
21.4
25
29
32.50
7R -----
13.0 ----
---- 4.1
0.45
21.4 ----
4.1
0.45
21.4
150
30
0.874
7.0 ----
13.0 ----
---- 0.01
0.00
21.0 ----
0.01
0.00
21.0
26
30
1.00
L ----
13.0 ----
---- 4.1
0.06
21.0 ----
4.1
0.06
21.0
150
31
0.874
4.0 ----
12.0 ----
---- 0.01
0.43
21.3 ----
0.01
0.43
21.3
27
31
1.00
LB ----
12.0 ----
---- 4.1
0.09
21.3 ----
4.1
0.09
21.3
150
16
0.874
7.0 ----
12.0 ----
---- 0.01
0.00
21.3 ----
0.01
0.00
21.2
28
26
33.00
B5R ----
11.0 ----
---- -7.5
1.41
23.0 ----
-7.5
1.41
23.0
150
11
0.874
B-0 ----
11.0 ----
---- -0.03
0.00
24.4 ----
-0.03
0.00
24.4
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=GatVIv, X= X, Y= Y, Z
DATE:`10/31/2018 S:\2017\31586\CALC\4529_ALT.rdf Page 4
The maximum velocity of water flow occurs in pipe 2
at 18.40 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
1.265
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 3.8.0 computer program (License No. 50081444 )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.01 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 56.8 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
DATE: '10/31/2018 S:\2017\31586\CALC\4529_ALT.rdf Page 5
75.
67.
P
60.
R
E
52 .'.
S
S
45.1
U
R
37.!
E
7.5
0.0
WATER SUPPLY CURVE
04 8 12 16 20 24 28 32 36 40
FLOW (GPM)
Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm
(1 sprinkler flowing) (1 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
74.5.psi @ 25.0 gpm 74.5 psi @ 25.0 gpm
B = Required Water Supply D = Required Water Supply
56.8 psi @ 25.0 gpm 56.8 psi @ 25.0 gpm
DATE: 10/31/2018 S:\2017\31586\CALL\4529_ALT.rdf Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
GRIFFIN RANCH
LA QUINTA, CA
PLAN 4529 ALT.
10* TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 10/31/2018
File No: 31586
Data File Name: 4529 ALT.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(14xl4) 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: 74.5 psi Resid: 67.3 psi Flow:2300.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press.
Flowing Flow (psi)
1 10.0 7.7
2 10.0 7.7
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
Node
Total
Avail.
Req'd
No.
Flow
Press.
Press.
20
15.0
74.5
35.3
20
25.3
74.5
50.5
DATE: 10/31/2018 S:\2017\31586\CALC\4529_ALT.rdf _ Page 2
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
100 30.00
BG
----
-2.0
SRCE ----
15.0
2.34 35.3 ----
25.3
6.19 50.5
150
101 0.995
6.0
--
-2.0
---- ----
0.07
0.00 32.9 ----
0.17
0.00 44.3
2
101 1.00
-9.5
-2.0
---- ----
15.0
0.27 32.9 ----
25.3
0.71 44.3
150
102 0.745
0.0
----
-2.0
---- ----
0.27
0.00 23.2 ----
0.71
0.00 34.1
3
102 70.00
3L
----
-2.0
---- ----
15.0
1.34 23.2 ----
25.3
3.53 34.1
150
103 1.360
24.0
----
-2.0
---- ----
0.01
0.00 21.8 ----
0.04
0.00 30.5
4
103 4.00
LG
----
-2.0
---- ----
15.0
0.14 21.8 ----
25.3
0.37 30.5
150
104 1.265
3.0
-----
2.0
-5 5
0.02
1.73 19.9 5
0.05
1.73 28.4
5
104 2.00
L
----
2.0
-5 5
10.0
0.13 19.9 5
20.3
0.49 28.4
150
105 1.101
5.0
----
4.0
---- ----
0.02
0.87 18.9 ----
0.07
0.87 27.1
6
105 1.00
-3.0
4.0
---- -----
10.0
0.02 18.9 ----
20.3
0.07 27.1
150
106 1.101
0.0
----
4.0
---- ----
0.02
0.00 15.9 ----
0.07
0.00 24.0
7
106 7.00
2L
---
4.0
----- ----
10.0
0.32 15.9 -----
20.3
1.19 24.0
150
10 1.101
10.0 ----
11.0
---- ----
0.02
3.03 12.6 ----
0.07
3.03 19.8
8
10 5.50
L ----
11.0
---- ----
10.0
0.55 12.6 ----
20.3
2.05 19.8
150
11 0.874
4.0 ----
11.0
---- ----
0.06
0.00 12.0 ----
0.22
0.00 17.7
9
11 56.00
5R ----
11.0
---- -----
3.9
0.63 12.0 ----
7.9
2.30 17.7
150
12 0.874
5.0 ----
11.0
---- ----
0.01
0.00 11.4 ----
0.04
0.00 15.4
10
12 2.00
B ----
11.0
---- ----
0.0
0.00 11.4 ----
0.0
0.00 15.4
150
13 0.874
3.0 ----
11.0
---- ----
0.00
0.00 11.4 ----
0.00
0.00 15.4
28
12 48.00
2LB3R ----
11.0 ----
----
3.9
0.64 11.4 ----
7.9
2.34 15.4
150
14 0.874
14.0----
11.0 ----
----
0.01
0.00 10.8 ----
0.04
0.00 13.1
29
14 1.00
L ----
11.0 ----
----
3.9
0.05 10.8 ----
7.9
0.19 13.1
150
15 0.874
4.0 ----
12.0 ----
----
0.01
0.43 10.3 ----
0.04
0.43 12.5
11
15 5.50
L ----
12.0 ----
----
3.9
0.10 10.3 ----
7.9
0.36 12.5
150
16 0.874
4.0 ----
12.0 ----
----
0.01
0.00 10.2 ----
0.04
0.00 12.1
12
16 1.50
R ----
12.0 ----
----
6.3
0.06 10.2 ----
12.7
0.23 12.1
150
17 0.874
1.0 ----
12.0 ----
----
0.02
0.00 10.1 ----
0.09
0.00 11.9
13
17 1.00
L ----
12.0 ----
----
6.3
0.12 10.1 ----
12.7
0.45 11.9
150
18 0.874
4.0 ----
13.0 ----
----
0.02
0.43 9.6 ----
0.09
0.43 11.0
14
18 16.00
L2R ----
13.0 -----
----
6.3
0.55 9.6 ----
12.7
1.98 11.0
150
19 0.874
6.0 ----
13.0 ----
----
0.02
0.00 9.0 ----
0.09
0.00 9.0
15
19 15.00
LBR ----
13.0 ----
----
10.0
1.34 9.0 -----
10.0
1.34 9.0
DATE: 10/31/2018 S:\2017\31586\CALL\4529_ALT.rdf:' Page 3
150
20
0.874
8.0 ----
13.0 3.61
10.0 0.06
0.00
7.7
10.0 0.06
0.00
7.7
16
19
5.00
B ----
13.0 -----
---- 73.7
0.07
9.0
---- 2.7
0.04
9.0
150
21
0.874
3.0 -----
13.0 -•---
---- -0.01
0.00
9.1
---- 0.01
0.00
9.0
17
21
10.00
B ----
13.0 ----
---- 0.0
0.00
9.1
---- 10.3
0.80
9.0
150
22
0.874
3.0 ----
13.0 3.61
---- 0.00
0.00
9.1
10.3 0.06
0.00
8.2
18
21
65.00
LB9R ----
13.0 ----
---- -3.7
0.74
9.1
---- -7.6
2.86
9.0
150
23
0.874,
16.0 ----
13.0 ----
---- -0.01
0.00
9.8
---- -0.04
0.00
11.8
19
23
22.50
B2R ----
13.0 ----
---- -3.7
0.25
9.8
---- -7.6
0.97
11.8
150
24
0.874
5.0 ----
13.0 ----
---- -0.01
0.00
10.1
---- -0.04
0.00
12.8
20
24
2.00
L ----
13.0 ----
---- -3.7
0.05
10.1
---- -7.6
0.21
12.8
150
25
0.874
4.0 ----
11.0 _---
---- -0.01
0.87
11.0
---- -0.04
0.87
13.9
21
25
4.50
L ----
11.0 ----
---- -3.7
0.08
11.0
---- -7.6
0.30
13.9
150
26
0.874
4.0 ----
11.0 -----
---- -0.01
0.00
11.1
---- -0.04
0.00
14.2
22
26
12.00
B -----
11.0 ----
---- 2.4
0.06
11.1
---- 4.7
0.22
14.2
150
27
0.874
3.0 ----
13.0 ----
---- 0.00
0.67
10.1
---- 0.01
0.87
13.1
23
27
2.00
L ----
13.0 ----
----- 2.4
0.02
10.1
---- 4.7
0.09
13.1
150
28
0.874
4.0 ----
13.0 ----
---- 0.00
0.00
10.1
---- 0.01
0.00
13.0
24
28
31.50
L4R ----
13.0 ----
---- 2.4
0.16
10.1
---- 4.7
0.58
13.0
150
29
0.874
8.0 ----
13.0 ----
---- 0.00
0.00
10.0
---- 0.01
0.00
12.4
25
29
32.50
7R ----
13.0 ----
---- 2.4
0.16
10.0
---- 4.7
0.58'12.4
150
30
0.874
7.0 ----
13.0 ----
---- 0.00
0.00
9.8
---- 0.01
0.00
11.9
26
30
1.00
L ----
13.0 ----
---- 2.4
0.02
9.8
---- 4.7
0.07
11.9
150
31
0.874
4.0 ----
12.0 ----
---- 0.00
0.43
10.2
---- 0.01
0.43
12.2
27
31
1.00
LB ----
12.0 -----
---- 2.4
0.03
10.2
---- 4.7
0.12
12.2
150
16
0,874
7.0 ----
12.0 ----
---- 0.00
0.00
10.2
---- 0.01
0.00
12.1
28
26
33.00
B5R ----
11.0 ---- ----
-6.1
0.95
11.1
---- -12.4
3.54
14.2
150
11
0.874
8.0 ----
11.0 ---- ----
-0.02
0.00
12.0
---- -0.09
0.00
17.7
Legend:
P - Pipe #
DIA - Pipe Diameter
EQV. LN - Pipe Equivalent Length
PUMP - Pump Pressure
SP - X-Factor
FLOW - Flow Rate
PF - Pressure Loss due to Friction
PT - Total Pressure at Node
Node Notes
Pipe Notes
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
1
D3UE: 10/31/2018 S:\2017\31586\CALC\4529 ALT.rdf Page 4
The maximum velocity of water flow occurs -in pipe 2
at 11.04 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 2
at 18.63 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
1.265
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 3.8.0 computer program (License No. 50081444 )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.18 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.12 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 50.5 psi and a 7 minute flow of 177 gal. and a 10 minute flow of 253.2 gallons.
The minimum pressure at any node is 7.7 psi at node 20.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
City of La Quinta
Design and Development Department
78-495 Calle Tampico
La Quinta, CA 92253
Telephone; (760)777-7125 Fax; (760)777-1233
_www.la.=.qui,i7ta,org
Riverside County Fire Department
Riverside Office
2300 Market Street, Ste. 150
Riverside, CA 92501
(951)955-4777
FIRE REVIEW APPLICATION
❑ NEW 8 TENANT IMPROVEMENT
PERMIT NO. FSS-2017-0039
PROJECT INFORMATION (Please Print)
Project Name: GRIFFIN RANCH ! TRACT 32879 1 PLAN TYPE 6 Sign:
Site Address: MASTER PLAN 6 (AS -BUILT) Print: �JA E IS IP
City & Zip: LA QU I NTA, CA 92253
• 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
controcted arrarr ement and shall comply with County Fire Department directions.
APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: ig Some as Applicant info
Applicant Name:
Contact Person:
Mailing Address:
City & Zip:
Phone Number:
Email:
FIRE SPRINKLER SYSTEMS Contractor#: 684600
JAMIE BISHIP
705 HARRISON ST. # 200
CORONA, CA 92879
951-272-2522 Fax:
Contact Person: JAMIE B ISH I P
Mailing Address: 705 E. HARRISON ST. #200
City & zip: CORONA, CA 92879
Phone Number: 951-272-2522 Fax:
Email -
A. APPLICATION TYPE
FIRE SPRINKLER SYSTEM
SUPRESSION SYSTEM
❑ NEW COMMERCIALIINDUSTRIAL
------------
❑ HOOD & DUCT
$405
❑ 0-35,000 SQ FT
$639
❑ SPRAY BOOTH
$795
❑ 35,001-75,000 SQ FT
$756
0 CELL SITE
$795
❑ 75,001-120,000 SQ FT
$951
❑ OTHER SUPRESSION SYSTEM
$795
❑ 120,001 AND UP
$1185
MISC
❑ TI COMMERCIALIINDUSTRIAL
$405
❑ HAZMAT
$327
E3 RESIDENTIAL - 1 DWELLING UNIT
$405
❑ HIGH PILE RACK STORAGE
$327
❑ RESIDENTIAL - (EA) ADDITIONAL x
$171
❑ NEW COMMERCIAL - U/G WATER
$483
❑ MULTI -FAMILY (3 OR MORE)
$561
❑ FIRE FLOW REPORT
$327
FIRE ALARM SYSTEM
❑ TECHNICAL REPORT RESEARCH
HOURLY @ 5156/1R
❑ COMMERCIAL - SPRINKLER MONITORING $405
❑ SPECIAL INSPECTION
$161
❑ COMMERCIAL - FIRE ALARM SYSTEM $1092
❑ FIRE PUMPS
$639
'FIRE ALARM SYSTEM
❑ STANDPIPE SYSTEMS
$561
0 COMMERCIAL - SPRINKLER MONITORING
$405
❑ WATER TA
$390
❑ COMMERCIAL - FIRE ALARM SYSTEM
$1092
STORAGETANKS
❑ DISPENSERS ONLY
HOURLY @ $156/HR
❑ ABOVEGROUND
HOURLY @ $156/HR
NOV 0 62018
LULi P u},puLau an rype 1nU a U e 5 a 1 ecnnoiogy tnna ncement Lee>5 h kecoras Management Fee 510
C1 y GF= LA QUINTA
COMMUNITY DEVELOPMENT
Bin. #
City. of La Quints
Bilikulig 8r Safety Divlslotl
P.O. Box 1504,78-495 011e Tampico
-4.Qulnta, CA 92233-,(760) 777 7012
Building Permit Application'and Tracking Sheet
Perinit #
ProjectAddrcss:MASTER PLAN 6 (AS -BUILT TO FSS-201.7-0039)
owneesName: LENNAR
A.P.Number.
Address:980 MONTECITO DR. # 302
gal Description: MASTER PLAN TYPE 6• . •
Contractor. FIRE SPRINKLER SYSTEMS, INC -
City, ST, Zip: CORONA, CA 92879
Telephone..
Project Description:
Address-, 705 E. HARRISON ST. #200
City, ST, Zip. CORONA, CA 92879
INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS
Telephone: 951-272-2522
"Citye,
47 HEADS 15,24.5 SF
State Lie. 0 : 684600 i1; 762890
Arch., EW., Designer
Address:
City, ST. Zip:
Telephone:
ConstruWonTYpa:.V-B Occupancy: R31t1 '
Project type (circle one): Ncw Add'n Alter Repair Demo
Sq.FL: 5,245SF #Stories: 1 9Unity NIA
State Lie. #: '
Nance of Contact Person: JAMIE BISHIP
Telephone# of Contact Pusan: 9$1-272-2522
Estimatod `Islue of Project $2,340.00
APPLICANT: DO NOT WRITE BELOW THIS LINE
ft
Submittal
Req'd
'Read
TRACItIhiG
]?E MITFEES--
Plan Seb
Plan Check submitted
item Amount
Structural Gales.
Reviewed, ready for corrections
Plan Check Deposit. .
Truss Cales.
Called Contact Person
Plan Check Balance
Title 24 Cslci.
Plans picked up
Construction
Flood plain plan
Plans resubmitted '
Meebaalcal
Gradingplat:
2' Review, ready iorcorrectiowlissue
Electrical
Subcontactor List
CatledContactPerson
Plumbing '
Gmat Deed
Plans p[eked up
S.M.I.
ILO.& Approval
Plans resubmitted
Grading
IN HOUSE:-
Review; ready for eor,mcdens/usue
Aevdoper Impattl?ee
Planning Approval.
Called Contact Person
AAILP.P.
Pub. Wks. Appr '
Date of permit issue
School Fees
Total Permit Fees