FCMP2019-0007 Andalusia Plan 24a u�tt
Project Details PROJECT NUMBER
` =�w City of La Quinta FCMP2019-0007
MoFT�-
Description: ANDALUSIA / FIRE SPRINKLER / MASTER PLAN 24 /
HEADS: 55
Status: APPROVED
Type: FIRE CONSTRUCTION MASTER PLAN
Status Date: 7/16/2019
Subtype: FIRE SPRINKLER MASTER PLAN
Applied: 7/16/2019
Address: 59000 MADISON ST
Approved: 9/24/2019
City, State, Zip: LA QUINTA,CA92253
Closed:
Project Manager:
Expired:
Details:
ADDITIONAL SI
Pr DAYS
REVIEWS
III ACTIONS
INSPECTIONS
CONDITIONS
IV] CASE
L OPEN
COMP
qqUIA
• • le
CHRONOLOGYTYPE
STAFF NAME
ACTION DATE
COMPLETION DATE
NOTES
PERMIT APPROVED BY KOHL ON 9/24/19. STATUS CHANGED
NOTE
KAYLI ALFORD
9/25/2019
9/25/2019
FROM "APPROVED" TO "APPROVED WITH CONDITIONS" DUE
TO FEES BEING OWED.
CONDITION
DATE
DATE
DATE
CONTACT
STATUS
REMARKS
NOTES
TYPE
ADDED
REQUIRED
SATISFIED
PERMIT APPROVED BY KOHL ON 9/24/19.
STATUS CHANGED FROM "APPROVED" TO
"APPROVED WITH CONDITIONS" DUE TO FEES
FEE - A
KAYLI ALFORD
9/25/2019
10/1/2019
10/1/2019
COMPLIES
COMPLETE
BEING OWED.
MASTER FIRE PLAN SET ISSUED, BUT NO FIRE JOB
CARD ISSUED PER KAYLI. FEES COLLECTED FROM
RYAN MARSDEN.
"� CENTRALSgl1ARE
Printed: Wednesday, February 15, 2023 4:10:56 PM 1 of 4
Project Details PROJECT NUMBER
` =�w City of La Quinta FCMP2019-0007
MoFT�-
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
SYMONS FIRE PROTECTION INC
12155 PAINE PL
POWAY
CA
92064
angela@SymonsFP.co
m
BILL TO
SYMONS FIRE PROTECTION INC
12155 PAINE PL
POWAY
CA
92064
angela@SymonsFP.co
m
CONTRACTOR
SYMONS FIRE PROTECTION INC
12155 PAINE PL
POWAY
CA
92064
angela@SymonsFP.co
m
OWNER
T D DESERT DEV
81570 CARBONERAS
LA QUINTA
CA
0
• •
• 01
CLTD
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
FIRE STAFF - PER HOUR
101-0000-42420
1
$160.00
$160.00
10/1/19
R54076
2215
CHECK
SPARKS
JLIM
CONSTRUCTION
Total Paid for FIRE FEES:
$160.00
$160.00
RECORDS
MANAGEMENT FEE -
101-0000-42416
0
$21.00
$21.00
10/1/19
R54076
2215
CHECK
SPARKS
JLIM
CONSTRUCTION
MAJOR
Total Paid for RECORDS MANAGEMENT FEE - MAJOR:
$21.00
$21.00
TECHNOLOGY
502-0000-43611
0
$5.00
$5.00
10/1/19
R54076
2215
CHECK
SPARKS
JLIM
ENHANCEMENT FEE
CONSTRUCTION
Total Paid for TECHNOLOGY ENHANCEMENT FEE:
$5.00
$5.00
$186.00
$186.00
•
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS
NOTES
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES
DATE
Printed: Wednesday, February 15, 2023 4:10:56 PM 2 of 4 CENTRALSOLIARE
a u�tt
Project Details PROJECT NUMBER
` =�w City of La Quinta FCMP2019-0007
MoFT�-
THIS MASTER PLAN TYPE WILL BE CHARGED AT
KOHL
AN HOURLY RATE.
1ST FIRE (2WK)
7/11/2019
7/25/2019
7/29/2019
LETTER OF CORRECTIONS LOCATED IN
HETRICK
ATTACH E M E NTS
WE HAD PREVIOUSLY SPOKEN TO THE APPLICANT
AND LET THEM KNOW WE WANTED EACH OF THE
PLAN TYPES SEPERATED AND NOT IN ONE PLAN
SET. THEY SENT OVER THE NEW MASTER PLAN
1ST PERMIT
ARMANDO
7/16/2019
7/16/2019
7/16/2019
COMPLETE
SUBMITTALS SEPERATED BY PLAN TYPE, I HAVE
TECHNICIAN (1DAY)
MAGALLON
CREATED A PROJECT FOR EACH PLAN TYPE
(FCMP2019-0005 - FCMP2019-0007) AND I HAVE
VOIDED THE INITIAL REVIEW(FCMP2019-0001)
WHICH HAD ALL PLAN TYPES TOGETHER.
72ND FIRE (3WK)
KOHL
9/9/2019
9/24/2019
9/24/2019
APPROVED
SEE ATTACHMENTS
HETRICK
.11
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
10/28/2021
JOSE DELGADO
APPROVED HYDRAULIC
APPROVED HYDRAULIC
0
CALCULATIONS.pdf
CALCULATIONS.pdf
FCMP2019-0007
FCMP2019-0007
DOC
10/28/2021
JOSE DELGADO
CORRECTION
CORRECTION
0
RESPONSES.pdf
RESPONSES.pdf
DOC
10/28/2021
JOSE DELGADO
FIRE REVIEW
FIRE REVIEW
0
APPLICATION.pdf
APPLICATION.pdf
DOC
10/28/2021
JOSE DELGADO
APPROVED FCMN2019-
APPROVED FCMN2019-
0
0007 PLANS.pdf
0007 PLANS.pdf
DOC
8/7/2019
KAYLI ALFORD
Nolan Sparks
Nolan Sparks
0
Authorization Letter.pdf
Authorization Letter.pdf
DOC
9/30/2019
KAYLI ALFORD
Ryan Marsden Auth
Ryan Marsden Auth
0
Letter.pdf
Letter.pdf
Printed: Wednesday, February 15, 2023 4:10:56 PM 3 of 4 CENTRALSOLIARE
a u�tt
Project Details PROJECT NUMBER
` =�w City of La Quinta FCMP2019-0007
MoFT�-
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
FCMP2019-0007-
FCMP2019-0007-
DOC
7/29/2019
KOHL HETRICK
ANDALUSIA - MASTER
ANDALUSIA - MASTER
0
PLAN 24- CORR.docx
PLAN 24- CORR.docx
FCMP2019-0007 -
FCMP2019-0007 -
DOC
9/24/2019
KOHL HETRICK
ANDALUSIA - MASTER
ANDALUSIA - MASTER
0
PLAN 24 - COND OF
PLAN 24 - COND OF
APPROVAL.docx
APPROVAL.docx
Printed: Wednesday, February 15, 2023 4:10:56 PM 4 of 4 CENTRALSOLIARE
Bulletin Ods May" I$
Model RFC Series Residential Sprinklers
labld
flat [;bhcmaled Pendent
cULus f clad
Features
a dULus L:-sted m Resldenllal Sprinklers
a Push -On Dam Plata Irlstf11F3110n
■ Lax Wat91 rAwf mquirENTI nk
F Imicluct Dowdptlon
MndQl RFC Sgr6" residenklal sprinklers we mat rovor plelr3,
concealed pantlent sprinklers irl.Wrind Tor imatatlWi4nn In model F4PC-V a
Murat RFC43d, RFC43LL
accordance with NFPA. 11, NFPA 13R, or NFPA 13d Tits
sprinklers a,a oULus Listed as Residential 3pfinbws in a[,-
cordarloe vAth UL 1626. In addition, Maeat RFCLL Sarias
sprinkler%are oULus CAvhFrsd for Hoelth FHgc1g * N$F7AN$I
siandaaa 61 Annex C (LL) and Auttraii Waterfulark Certified
lwMCs)
IT
Model RFCi30 sprinklers hnvo a is59F (74-Gi iempenalure
rated iuslbl"nk operating elerrlam. Mgdel RFC4-3, flFG49,
FiFC% and RFCTs flPrirdders nra offered W& edher a 1 MIF
(74"0) or M- 11 OM) tamperalure fated fu6mle-11nk epw-
aiing elamEnt. Sprinklers wlrh a 165-F (741C} lempefeture 4lgaul kfC498 ftFCAgLL
Model Ffr56
rating are &Cilnary temperature cr8asiication and ere listed
for use with a 135"F (571C) tornperaUJr6 rated cower plats.
Sprinklers with R 21LF 1100 Cj temper84jre rating are Inter-
medlars tompsralum d&sv icallon and era Iisied for uW anilCl
a 165nF;74TJ tomperawr:e rated cove plate.
_
Model RFC Series gpnnkhQgg are 41sla162vuhh B Modal qFC
clover place. Mode RFC cover plates may ha ingtelied by r�-
Car puehIng or lhfeading dw rxim plhta afro itia 5prinklar
cup. Model RFC30, RFC30LL, HFC43, RF0,43LL,11FC49 and
Fi GUL vprmkl0!m allow V2" (13 mm) of covet plate AdX.,sf=
memo, Model RFCW and RFCN3 sprinklers mltlw °y'4- ji 9 rmm I
of cmw platia alusirnent. Madel F; C cover plater are ay all- Mauer RFC70
r tcdel RF- Cwer Plate
able Irf rTvAel91y & tulisMa a6 Wad in Table H
SpnnkleY medel
Namktal I(.Fnttor
M&K. Coverage Area
uEtiass &
sprinkler rderltifk:pLi4n
yPUP'PIA"I mtrljb9r9
ft X ft {m x ml
nppravala
Nwnfi6r lSNl
RFC-�D
3.4 (43)
14 x 1614.3 x 4.31
r,ULus
RA0811
F PC30L1_
3,0(43)
14 x 14 1d.$ x 4.3l
cLJLus, L, WMC3
P.4321I
RFC43
4,3162)
210 x 2016.1 9 6.1 f
cULua
RA0512
RFC43L L
4.3 (62)
20 x 2016.1 x 6.1
d1Lus, LL, WMC;$
RA3212
PFC49
4.9(?1)
20x201[i,1x6.1
CULUe
q°461$
APMLL
ae(7t)
24x20(15.1X61
cLlLua,LL,44rY=
2i$
RFMO
S.B (94)
W x 20 (5-1 X 0 1)
cULua
RAIMIS
RFG76
7.e mq)
201r 20 (10.1 x 6.1)
cUE<us
RA661 B
WLve_ Wl-ue Lid io 41L IB26, Ramenmi Spolr'klarii for Rre Pr4r ail earxos.
It CU L-s CBrtKgd rrr Healai Eik m to a9F1ANST Slarrpglrp $1 Annex G (Lan 1hBn 0 Lead vvnDrdl .
I w>rr1Cs: Au l�rmip r VVverMark Ce�rtlfied.
urn, w. tall d oiasori n led+. Gr7rn
I
Technical E4r.ainoailons
9tyie: P7sl Concealed Pendent
Ti,rii;pd.: If2' NPT pe 150 7-1 R112
Nominal K-Factar. 4.3 (82-fnatrk)
Men- Warktno Preamurm In pal {12 barj
Mod. Spad,2e 8 R. M.A ml
M-* ml Spagnicokionc
Theranol 9enmer: N1dIN Andy Sauer L6,
Spr1older Roby: Brass Alloy
Lewer., ererrae piny
Yaks: Brave AdIcy
snamng As-ambly; tJ 6W Ark* .01, PTFE
Load Screw. $r4bu& A1W
Towmra: Copper Alk7f
Pins:;3talnlesa S16e1
Cettectan Brace .ktay
Cull Veal
CPNW Pk w Flnralws
(Sm Tatm H)
ltenaamu ,
Fast-reeponae
Tempenihim Rmung
Ordinary;
I$51P 74101 sprinktltt
136'iF tS7'C) cover pW e
IMerw4 me;
212"F 41w c) apnRKW
1W'F1T4°9i cawerplala
Cover Prate
Model kPr, # wr plate
Sliriinklmr 1Vrongh
Mani FC IWIIhOt,I lawcfr-Aw wik[
Modol W8 iwnn wrench -able cep)
Llsueps end Aplpmvara
elJLun WDW ro UL TMS
CULUEt Ca tted Ter Health EMict5 tp IH$FJAN$1
Etimmiud 61 Annex G (FIFC4311i only)
Vhb!; ,nark OL411NO [RFC43LI. 4dyj
Madet RFC431A RFC49LL Sprtnkter Camponentaand Olmansions
13griom 1iow
2-5rl T (59 mni)
Thr"ds Di.
Lindy - -.
Cup — ''--
'rawer t-$Fir•' (44 mm)-e- 1W M nlhl i
Fusible LJif: mminrl lace Dr rifting to belling
Dena GlOr (rairilmad) ti M1 M1 L M1• , r 1 i f/ f
14k141\
pm [flmamam) i
6aFleclar (exaended}
Raft RFC Cover Palo &-ra'16" (94 m1rt) IXa. o�ilno
Mmda1 RFC43 a A C43LL Spnrlklbr h�rtlFntrFic batten �rifiti_� -
Minlamm Flow and RerAdimi Pr68ala•N 40
Max. CaveFage Area P
Oriflnoyy Tempmra�rxm
ht6rnnedFale 7in1g11ettire
Flow
P1'mssure
Flow
Pntlta4im
ft_ x ft.
(m x m�
gpm
pal
Wn
pat
VInnin)
(bym
fvrnko
lbwrj
15 x 15
12
7 9
12
7.8
(4.6x4,6)
l45)
(0�4I
[461
(0.54)
T$ x 18
13
9.1
13
LT,1
(42x4-9)
(49)
(o.fq
14111
18 x 16
18
17.5
(6,5 x ii 51
M)
(1.211
20'x 20
21
23.6
11014�-
1. For NFPA T3 lnalidedona the Glow per aminker mual he the gPMMF oh [1) the tow Iiersd m Table C ehova and (21 the liner required Lo
4td taro a minimum doeion dansilY-of 1).1 4dnsfeq 4t0,,w tha d43ign filch Oi 1n4 inwriklar,
Fgr*warag$ area gynantlqn} Ion mmviow 119Mil abawg- use trig Turrilinum required How far 1ha Mt lWi2al rrrp CO3M9e WS I111146d.
Bullaon DW ® Pega s of B
MayXle wrr.rp4 719Jiirinljerrdr
Features
cUl-us L sled Residential Sprinklsm
Available irr perxiarit and �Wi7ru,1a1 gidewr311 arientato7n5
Ogcgr$tlwe f{nlghsa mallahle, including f4cei;o a eacuich-
s""CCnFoW Conowlap covet plates
Product D"cription
Model F1ReE8mies sprinklers are b
A ofKF
Hulletin t D5 Msy 2MT
Model F1Res Series Glass Bulb
Residential Sprinklers
cULva UWE .
i�•ti
,y --
!
3 mm $tag bulb operating 91ern911t vary y -sclera as
Wall a6 rac96aed and mnlcal mcimoaled spoons am nyallable
as d612ilad in the f3ulleUn-
The FiRes Series sprinklers afe speclally aNlrleered tar fast
thwml marl ra rrael 11he requireml:ms of UL 1626. They -
am intended for inslaalahan in accordance wirtll NF43A t3, UK
and 136, 6 '
AppillCatil-on
I
The hto¢aR P,RQs Sores oprirlklers clILus Ust&j REmcwtl9l
sprinklfara Orb IntenoSd ID; Lwe In accordance with NFPA 13,
NFPA 1;iilI, or NrPA 131)- Im Waal F1Rea Tamoanilal spin- Design C41te,is tak,[9* In lhla Bulletin. For NFPA 13 gpolrailong,
triers are cULus tWod for use in resadsntial 0ciAipartcies and the design dgnsliy shall bs a minimum of 0.1 gprrAal (4-1 mm1
r:eslderltfel portions of any occupancy, where permitted by mml, bw In no caee shall ma flew ana pressurty In It:ioa Irian
NFPA 13. NFPA 13R, or NFPA 13D, For NFPA 13R and NFPA the rwri m m flow arld pramirld spmllldd in U1-, Listed Deagrl
t30 ambit atlons, tha dmign itow and ore5sum shall not be Critsna tables In thcs bulletin. Model Fi Res 59r6s sprinklers era
lees than theminfmum flow and pre45ure aparrf aid in the I.Wed Iieted fpr use In wet 13 sm@ Tls or11y.
Ra•t:4-11:a1 f2r,.iryL I,.r .L1, torn „rya
SprirSkler
$•prinklar
IdCAtlfrWtion
Orieni¢ildti
K-Fmer4F
n
Tweed Size
Inata Potion Olitiwls
r„ldpr- GnyRra9i 'r5r3d
Mader
HPT a lso-1
ft x ft Jim <rrl)
f9unbar a'ilfflmlhar
FIReaM
R5511
psntlerli
3.0(43J
!a
Reridemcir Recessed
16 x16[4.9 A 4,8)
f-.FdmwW
R3516
Fenoant
4_9 (711
ti7
P r4si-t of Fiacarrsap
20 x 20 (13.1 x 6.1)
F,RaG59
93512
pgnoerm
aaf84I
t *2
Pendent orHewmed
20 x20 (6.1 x 6-11[
frRen76
R7G18
Panoayit
7Lb 100)
*14
Pandeany RaQe94ed
2V w 20 Al X 0-1}
FIRe-LW CC,P
R-4511
Panderd
5.0 �431
1✓2
0alfcal CbnrsrAd Or
14 x 1d (d3 K 4,3)
ReC4Ssctl
z (l11 x ll_1}
FlRB349 CCP
r9mi&
PrencwA
4.9 (711
112
Conrael Concealed a-
Recemki
FiReua9
g3513
pendrrd
5.t3 (Sell
tilt
DUAleol Concealed tW
zpp fit 1 x 9.1}
Rbbdsead
F1111esM 0CP
RyGis
Pendent
7.6 (id9j
art
G5nh3e1 Concealed or
20 x m (e 1 t 9 1}
Rg9geeea
i'IAW44 HSw
F3531
-IarizemiRl $Idewitit
4.41WI
im
Rmammd
16 x20 (49 x Kli
rl!Flm44 MC
F0%I
`iorconlol Sift -all
4.4 J631
im
C Tdad ConCeelBd
!fix 29 (4-9 x'rx1}
FIRea59 HEW
n3lm
Horix,onlel Sldawat
5.91341
m
Recasaerf
19 x Z (4.{) x8-1)
Fsi;56
HSW St
R83533
MOrirwyal 510miq
5.0 j84;
V2
R&Carse6
14 x 28 (4.8 x 7,91
�
Www.rekaGleeprkAIar mm
Technical 5pedNcstions
FlNahem
5t,1e: IAc i 6rt and Receeeed Penue-,
Isee Tno1e'v)
Thmp&d$; 1 rz- Ni" x 12r-1RTJ2
N—A—1 K-Factdc,'W 14a mandC)
Tenipmwtura ftrings
hi+._ WpTkin9 Pr.$!t a, 175 ,lei [12 Wj
155T ($ q
17b'f (79°CI
mmerw SpeciRcmhona
71,emmi SBncnr. 3 mrn rglaas bulb
Rbcacwd 6wld-mmi
Wiliklar Frames Srsas Alloy
F2 Recemau
Button: Alloy
FVRBceeBad-
5*,Mlrrg 1,11-&E l Alloy mth RTFE
Load Sgmw: bronze fytoy
SprtmLrarrWracch"
Qaitaoto . BrOW Al"
Wool Wj
hr4dal GF82 [RCcumdY
fhad91 �v escutcheons are not 10r use in posltively pressurlasd cai ling plenums.
Made1 F1Rea3a RasidantiBd Pendent "Inklar Cdrrwvnorie and rrra#altatkM Gimmnalans
2-tr4'Ssr+rml..
DiA. haca of i,mr•g
3-1tiliv ienrohetl
I EPA. ceiirg
1i¢' ii3mmt
T vends +1-e14"1 ?
i'rwrCn Fal -
5159fIg Aaas,rbly
t� act t67r.rn1
ird' iL'rirrri
�ypgy �CI9r4
TJaihdgn —2.?AV 172u")PIA
I��rxr'1
com00AmNti Cinlenalolu Fla FV Rz---d Moe InaleWlplt
1ltadel FiRe%W Re3k4riUl pendent 5p inklur Nycifaulic Qasign Critario
�e
IAfnlMUm Fklw and Rasiduml Premri-v in Wall Pkm 5y*WKm'4
Maxk
agm A
FkW Fftmrw
Oeltector bo
fl- xR[mxTad
gm Palharf
ohftm k
12a 1213,7 k 3:Tf
6 (301
7,1110.4Bf
1 La d Inches
(z to 100 mm)
14 x TA i 4.3 x 4,3t
W PC
11.010,T61
16x TES I4_8 x k8l
12 (461
10.0 (t-1)
tax 10 r4.9 :4.0}
13(491
19"B(1.8)
1, Fot NFPA 13 nsrallabmr, ft Dow per sprinkler rnuel be iris gesler pd: (1) the 11my n%ed In lha lade above Pr (211he 114w rpgidiW to
ecfiLwa a mybml4nt tl#xlgn v4ns4y W ts. i gprrl+aq it aver the design aces of the sprlrrkl�.
2. Far cmarsgaatma dlmer storm less mmthoas Ii41ad goo., ude 1he mhVnum regrlimd IFgw lot lhm Wt 12rgpr &U. GW,v!age;voa.14Lgd
,day 2011)
fc°`°�-rtaai
Page 2 of 15
w ww. re kEt I e s P r irfd 1 ermcrn
MASTER PLAN FOR
PLAN 24
"XID n ma WX 341.E TMD+Aare =%*
W SMW KMCY P�1 1 PW4*100 -F KCrY`JiIMY Is lrf
r� �m'9° � rrurgaeMr ''4.wo
I.raaatr rafi� REE 0CM-rM --
Fn6rm slier TIFF maE11 ,ero4sr srwrr Trip(: ww�IN
Fli4ff Y3 - rp'S K0623r F*Uft(t 24 - CSC WW4JR
CPVC PIPING
APPLICATION
PIPE
SITS
MAX. HANGER
SPACING
3/4'
5.-6„
1.
W- b.
1 1 4'
2k
't,4BL�OKL �" HE* XV iK�LYW #grit
manes® .rrH TW wiopi nn n Taff
writ till F.45,E}pr >ag JR�PYA.[
u��c s.als1p�y� sow im WARM
F�faa 22 � CPMC N6RGFF_
HANGER LOCATIONS ARE TO BE
PLACED PER MANUFACTURERES
SPECIFICATION-S
10 AndaIvsri Coun1ty Club
04
VICINITY j�TRAP.
N. i T. S .
GENERAL NOTES
APPROVAL
Riverside Couaty Flre o,dpartniu I;
_ :i +.'ill:'
90*11 1�1
il1J .'.r:Ll I :4
Tt,e a praval 4# {1M�ails and SpoLl Notions dos riot
PeTmi�i:fle vlalaxlufl, deleWn, 4Trlisslun W I<:.
instal�aU0r7 of any requlrnimr_4ts-of Title 24
LOcaJ Qrdirsen+ws. Construction shall rema-in
C[L-4--1L,1e and "powd f of irisPectiorl ptlrp,:rsC-i un[ 1
appowca try ", Frre I]L-parilaw-i 1t.
10
1. THIS IS A WET PIPE SPRINKLER SYSTEM DESIGNED AND INSTALLED PER 313.3 AND I OR N.F.P.A. PHAMPLET
# 13-D (2316 EDITION) AND THE LA QUINTA FIRE DEPARTMENT
2. ALL PIPE AND FITTINGS ARE NEW AND UL FISTED.
3. STORAGE IN ATTIC AND CRAWL SPACES NOT ALLOWED INHERE NOT PROTECTED.
4, GARAGE AND MECHANICAL ROOMS TO BE SPRINKLED W1175 HID.
S. SPRINKLER HEADS OMITTED FROM BATHROOMS DUE TO NON COMBUSTIBLE FIXTURES AND NOT
EXqEEDING 55 SQ. FT.
0. = INDICATES CAL-C. REFERENCE POINT.
7. D LLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH CBC- (2016).
6. ALL PENETRATIONS THROUGH FIREIWALLS AND CEILINGS BETWEEN ATTACHED GARAGE AND
RESIDENCE WILL BE SEALED iN AN APPROVED MANNER TO MA!? 7 ti 6'N THE INTEGRITY OF THE FIREWALL"
9, MAINTENANCE BOOK AND 1 HEAD (UP TO 3 OF EACH TYPE IF REQUIRED) OF EACH TYPE USED PLUS HEAD
WRENCH SHALL BE PROVIDED IN SPARE HEAD CABINET LOCATED NEXT TO RISER,
10. PIPE HANGERS SHALL BE IN ACCORDANCE WITH NFPA-13D AND THE WRITTEN INSTRUCTIONS OF THE
PIPE MANUFACTURER.
11. ANY SPRINKLERS THAT HAVE BEEN PAINTED OUTSIDE OF THE FACTORY SHALL BE REPLACED WITH
A NEW LISTED SPRINKLER PER ICI=P1A 13-D STANDARDS.
12, EXTERIOR EXPOSED STEEL PIPING PAINTED.(BY OTHERS,)
13. CONTRACTORIOWNER IS RESPONSIBLE FOR INSTALLATION OF UNDERGROUND. (CHECK WITH SYMONS
FIRE PROTECTION FOR PROPER SIZING)
14. SMOKE DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL. FIRE CODE
(AND TO BE INSTALLED BY OTHERS).
SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS
DESIGN SPRINKLER = RELUBLE RFC 43 CONC. FLAT 4.3 K-FACTOR
SPRINKLER FLOW REIN. ag 150 SPACING, FLAT 7`6 MAX OFF WALL
FLOWS PER HEAD ARE FLOW = 12.0 GPK @u 7.8 PSI. (SIN) * RA061
x PLAN 21*
SYSTEM FLOW REQUIREMENTS:
LU
2 HD = 24.1 GPM FLOWING / 22.1 RESIDUAL PSI AT BASE OF RISER
�' �_ LU
2 HD = 29.1 GPM FLOWING W/ 51.0 RESIDUAL, PSI AT SOURCE
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2014 PRESSURE
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psi
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Mac Flow-
E£ it
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49 i
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r
Residential Connection Charge Estimate
K;
3arivary 22, 2a19
CPFkOmVr NdlnC:
T,D, Desert aeOpm_nt,
Phcna Nc.
760 777-17'r6
ParteiNa.
754-680.001
G"-
06-07-27.4
Address:
81734 Ronda, La Qufnta
LID; 605512
MIMIC Na
Lot rro_
84 Sdn of toe:
13,939 sq. ft,
T-ect Mb. 31681.3
Type of mrvlte:
I
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TMIEw
Apkl'
sw9c: $
6,245.28
Acres, 0.48 SWSC. $13,011,00 #acre
w5w: $
_
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2,436.00
Trertmensl $2,4361�,du Coileva*jj: $2,415fedu
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7oIa1: $
9,071.28
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Max. Flow=- 29.5 213M
Mpn• Prei5ww fi5
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Maya. R1o*= 26 $
Min. pressure. 49 p
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CMD USES 4417RP CA-% cokiai 1Orl
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r'7= lake Ghullb
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29.5 gpm
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95.32 phi
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2019 EMAIL
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3 RuGen Mui*El - fRMontielVcvwd.org?
Sent, TLmday, lurle 25, 2019 L:58 PM
To: Angela Zumays <ange la symansfp.pvrn>; Sara Lopez �SLapez @Gcvwd.org>
Suhjer[; RE: Arkdalusid
S VLF 1 �--�J 1 SER E AS The St lE. tie,
The Static Pressure at Andalusia at ttie 10ion bvbyg&ft Lot 411 41 ks appaaximatOnly 97_dm psi.
ilLakeCahullla ressure Zone-Piat Sheet 6-7 7 3j - (145' k 16' - (64')]f 2.31 = 97.40 psi
THE MASTER PLAN FOR THE I
Thanks,
REMAINDER OF THIS PROJECT FOR
PLAY TYPES 24.
ALL UNDERGROUND NOTES ARE FOR
WORST CASE SCENARIO AND NO LOT
TO EXCEED ANY MAX LENGTH, SIZE,
ELEVATION, ETC. LISTED BELOW
LiNF}El CYROUND NOTES:
1. ALL LOTS TO HAVE 3/4" WATER METERS.
2. ALL LOTS TO HAVE 2" (SCHEDULE 40) PVC PIPE FROM WATER METER TO HOUSE.
3. NO ELEVATION ON ANY LOT TO EXCEED anrFT IN ELEVATION GIMI1GE FROM METER TD HDGSE.
4- NO LOT TO EXCEED 20FFT FROM 8' M4IN TO 3/4" WATER METER.
5. NO LOT TO EXCEED 120 t FT OF 2"PVO FROM 3/4" WATER pdETER TO HOUSE.
3- ALL FIRE SPRINKLER RISERS LOCATED IN GARAGE.
7. ALL 314" WATER METFRS FALL BE LOCATED AT PROPERTY LINE OF EACH HOUSE,
RUBEN hr OWIF-.
D1±velopnw, ht Services Aide
T YourWater
fa vur premise
e 1313L71313
Coachella Val leyWatetl riistricl
7SS15 HcMf!y Late East
Palm Desert, CA 92211
[760) 398-2&61 ext. 3521
www. c of
DOMESTIC PLUMIll
REGULATOR —
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DRAWN BY: J011ANNY ECHEVERRIA
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19-0216
SHEET NO.
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SCALE : AS NOTED
❑RAWN BY: JOBANNY ECHEVERRIA
JOB NO.
1-01
SHEET NO_
FP3F FP
SYMONS FIRE PROTECTION, INC.
12155 PAINE PLACE
POWAY, CA 92064
LICENSE C16-682025
HYDRAULIC CALCULATIONS
FOR
ANDALUSIA
*** PLAN TYPE 24 ***
REMOTE AREA 2 HEAD CALC
RELIABLE RFC 43 CONC/FLAT
FILE NUMBER: 19-0216
DATE: 9-4-19
-DESIGN DATA -
OCCUPANCY CLASSIFICATION:
DENSITY:
AREA OF APPLICATION:
NUMBER OF SPRINKLERS CALCULATED:
TOTAL SPRINKLER WATER FLOW REQUIRED:
TOTAL WATER REQUIRED (including hose):
FLOW AND PRESSURE (@ NODE 5 BOR):
SPRINKLER K-FACTOR (ORIFICE SIZE):
DESIGN/LAYOUT BY:
AUTHORITY HAVING JURISDICTION:
WATER FLOW AVAILABILITY DATA: STATIC:
RESIDUAL:
FLOW:
WATER DEPARTMENT:
R3
APPROVAL
Riverside County t=ire Di2pa ment
By: f�Y r9
The approval of plans anu •d*xibcations do—,
' rtgt the vioatiun, clek•twn, omission or (L-illy
Iris}:+lletloa of any requirements of Title 24 or any
Local Ordinance,-. Construction shall rennin
accessible and exposed for inspection purposes until
approved by the Fire Department.
.05 gpm/225 sq. ft.
450 sq. ft.
2 sprinklers
24.1 gpm
29.1 gpm
(5 gpm Hose STREAM)
24.1 gpm @ 22.1 psi
4.3
CANDI CAUDILLO
LA QUINTA FIRE DEPT.
97.4 psi
66.7 psi
29.5 gpm
COACHELLA VALLEY WATER
1-22-19
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
QATE:
•9/4/2019
C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-24.SDF
JOB TITLE:
ANDALUSIA
- PLAN
24 - 2 HEAD
CALC.
WATER
SUPPLY DATA
SOURCE
STATIC
RESID.
FLOW
AVAIL.
TOTAL
REQ'D
NODE
PRESS.
PRESS.
@
PRESS.
@ DEMAND
PRESS.
TAG
(PSI)
(PSI)
(GPM)
(PSI)
(GPM)
(PSI)
1
97.4
66.7
29.5
67.5
29.1
51.0
AGGREGATE FLOW ANALYSIS:
TOTAL
FLOW AT SOURCE
29.1
GPM
TOTAL
HOSE STREAM ALLOWANCE AT SOURCE
0.0
GPM
OTHER
HOSE STREAM ALLOWANCES
5.0
GPM
TOTAL
DISCHARGE FROM ACTIVE SPRINKLERS
24.1
GPM
NODE ANALYSIS DATA
NODE TAG
ELEVATION
NODE TYPE
PRESSURE
DISCHARGE
(FT)
(PSI)
(GPM)
1
0.0
SOURCE
51.0
29.1
2
3.0
- - - -
43.3
3
3.0
- - - -
30.3
- - -
4
5.0
-- - - -
28.5
- -
5
9.0
HOSE STREAM
22.1
5.0
6
15.0
- - - -
18.2
- - --
7
15.0
- - -
15.1
- - -
8
15.0
- - - -
14.3
- - -
9
15.0
- - - -
14.0
- - -
10
15.0
- - - -
13.8
- -
11
19.0
- - - -
9.9
- - -
12
15.0
- - - -
10.2
- - -
13
15.0
- - - -
10.0
- - ---
14
15.0
- - - -
8.3
- - -
15
15.0
K= 4.30
7.8
12.0
16
15.0
- - - -
8.5
- - -
17
15.0
K= 4.30
7.9
12.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Page 2
QATE:
.9/4/2019
C:\PROGRAM
FILES\HRS SYSTEMS\HASS83\19-0216-24.SDF
JOB
TITLE:
ANDALUSIA -
PLAN
24 - 2
HEAD CALC.
PIPE
DATA
PIPE
TAG
Q(GPM)
DIA(IN)
LENGTH
PRESS.
END
ELEV.
NOZ.
PT
DISC.
VEL(FPS)
HW(C)
(FT)
SUM.
NODES
(FT)
(K)
(PSI)
(GPM)
FL/FT
(PSI)
Pipe:
1
29.1
0.995
PL
20.00
PF
6.5
1
0.0
SRCE
51.0
(N/A)
12.0
150
FTG
TG
PE
-1.3
2
3.0
0.0
43.3
0.0
0.223
TL
29.00
PV
Pipe:
2
FIXED
PRESSURE
LOSS
DEVICE
2
3.0
0.0
43.3
0.0
13.0
psi,
29.1
gpm
3
3.0
0.0
30.3
0.0
Pipe:
3
29.1
2.003
PL
120.00
PF
0.9
3
3.0
0.0
30.3
0.0
3.0
150
FTG
7.0
PE
-0.9
4
5.0
0.0
28.5
0.0
0.007
TL
127.00
PV
Pipe:
4
29.1
1.025
PL
5.00
PF
4.6
4
5.0
0.0
28.5
0.0
11.3
150
FTG
19.0
PE
-1.7
5
9.0
H.S.
22.1
5.0
0.193
TL
24.00
PV
Pipe:
5
24.1
1.101
PL
6.00
PF
1.2
5
9.0
H.S.
22.1
5.0
8.1
150
FTG
7.0
PE
-2.6
6
15.0
0.0
18.2
0.0
0.096
TL
13.00
PV
Pipe:
6
24.1
1.101
PL
11.00
PF
3.2
6
15.0
0.0
18.2
0.0
8.1
150
FTG
22.0
PE
0.0
7
15.0
0.0
15.1
0.0
0.096
TL
33.00
PV
Pipe:
7
12.4
1.101
PL
16.00
PF
0.8
7
15.0
0.0
15.1
0.0
4.2
150
FTG
13.0
PE
0.0
8
15.0
0.0
14.3
0.0
0.028
TL
29.00
PV
Pipe:
8
3.1
1.101
PL
81.00
PF
0.3
8
15.0
0.0
14.3
0.0
1.1
150
FTG
54.0
PE
0.0
9
15.0
0.0
14.0
0.0
0.002
TL
135.00
PV
Pipe:
9
3.1
1.101
PL
48.00
PF
0.2
9
15.0
0.0
14.0
0.0
1.1
150
FTG
32.0
PE
0.0
10
15.0
0.0
13.8
0.0
0.002
TL
80.00
PV
Pipe:
10
9.2
1.101
PL
15.00
PF
0.5
8
15.0
0.0
14.3
0.0
3.1
150
FTG
14.0
PE
0.0
10
15.0
0.0
13.8
0.0
0.016
TL
29.00
PV
Pipe:
11
12.4
1.101
PL
76.00
PF
3.6
10
15.0
0.0
13.8
0.0
4.2
150
FTG
54.0
PE
0.0
12
15.0
0.0
10.2
0.0
0.028
TL
130.00
PV
Pipe:
12
8.6
1.101
PL
88.00
PF
1.8
12
15.0
0.0
10.2
0.0
2.9
150
FTG
38.0
PE
0.0
14
15.0
0.0
8.3
0.0
0.014
TL
126.00
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
QATE: .9/4/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-24.SDF
JOB TITLE: ANDALUSIA - PLAN 24 - 2 HEAD CALC.
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe; 13 11.7 1.101 PL 86.00 PF 3.5
7 15.0 0.0 15.1 0.0 3.9 150 FTG 51.0 PE -1.7
11 19.0 0.0 9.9 0.0 0.025 TL 137.00 PV
Pipe: 14 11.7 1.101 PL 35.00 PF 1.6
11 19.0 0.0 9.9 0.0 3.9 150 FTG 28.0 PE 1.7
13 15.0 0.0 10.0 0.0 0.025 TL 63.00 PV
Pipe: 15 3.8 1.101 PL 26.00 PF 0.1
12 15..0 0.0 10.2 0.0 1.3 150 FTG 17.0 PE 0.0
13 15.0 0.0 10.0 0.0 0.003 TL 43.00 PV
Pipe: 16 15.5 1.101 PL 21.00 PF 1.5
13 15.0 0.0 10.0 0.0 5.2 150 FTG 15.0 PE 0.0
16 15.0 0.0 8.5 0.0 0.042 TL 36.00 PV
Pipe: 17 12.0 1.101 PL 6.00 PF 0.6
14 15.0 0.0 8.3 0.0 4.0 150 FTG 15.0 PE 0.0
15 15.0 4.3 7.8 12.0 0.026 TL 21.00 PV
Pipe: 18 -3.4 1.101 PL 30.00 PF 0.1
14 15.0 0.0 8.3 0.0 1.1 150 FTG 29.0 PE 0.0
16 15.0 0.0 8.5 0.0 0.003 TL 59.00 PV
Pipe: 19 12.1 1.101 PL 7.00 PF 0.6
16 15.0 0.0 8.5 0.0 4.1 150 FTG 15.0 PE 0.0
17 15:.0 4.3 7.9 12.1 0.027 TL 22.00 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 8.8 D computer program
in accordance with NFPA13 (2016)
under license no. 38071930 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2) The system has been calculated to provide an average
imbalance at each node of 0.004 gpm and a maximum
imbalance at any node of 0.062 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 12.0 ft/sec at pipe 1.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) Available pressure at source node 1 under full flow conditions is
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE:.9/4/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-24.SDF
JOB TITLE: ANDALUSIA - PLAN 24 - 2 HEAD CALC.
60.10 psi with a flow of 32.79 gpm.
(6) PIPE
FITTINGS TABLE
User Pipe
Table Name: FSS.PIP
PAGE: *
MATERIAL: S40 HWC: 120
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E T L C B
G
A
D N
Ell Tee LngEll ChkVly BfyVly
--------------------------------------------------------
GatVly
AlmChk
DPVly NPTee
F45Ell
2.003
4.29 8.58 2.57 9.44 5.15
0.86
8.58
8.58 8.58
2.14
PAGE: H
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E T R K C
L
B
L
Ell Tee TEERUN COUPLG
EL45
1.101
7.00 5.00 1.00 0.00 1.00
1.00
0.00
1.00
PAGE: I
MATERIAL: CPPR-L HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E T L C B
G
A
D
Ell Tee
1.025
3.00 8.00 2.00 8.00 2.00
2.00
0.00
0.00
PAGE: K
MATERIAL: CPPR-K HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E T L C B
G
A
D
Ell Tee L
0.995
2.00 6.00 1.50 0.00 0.00
3.00
0.00
0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
PATE:.9/4/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-24.SDF
JOB TITLE: ANDALUSIA - PLAN 24 - 2 HEAD CALC.
0
0
0
CD
O
r-
0 0 0 0 0 0 0
0 0 0 0 0 0 0
N O OD l0 a
N
r-I r-I
��C��w wxwuiu)�D --04U)
cQ
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE:,9/4/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-24.SDF
JOB TITLE: ANDALUSIA - PLAN 24 - 2 HEAD CALC.
WATER SUPPLY CURVE
108+
I
I
I
99+
90\
81\
P 72\
R \
E 0 <-66.7
psi @
30 gpm
S I
Flow Test
Point
S 63+
U
R I
E I
54+
( X
P
S I
I 45+
I
I
I
36+
I
I
I
27+
I
I
18+
LEGEND
"
I
I X =
Required
Water Supply
"
I
51.02 psi
@ 29.1 gpm
"
9+
It
I 0 =
Available
Water Supply
"
I
I"
67.47 psi
@ 29.1 gpm
"
0++-+---+----+-----+------+--------+
200
300 400
500 600
700
FLOW
+---------+-----------+
800 900 1000
(GPM)
CAL FIRE - RIVERSIDE UNIT
RIVERSIDE COUNTY FIRE DEPARTMENT
SHAWN C. NEwmAN -- FIRE CHIEF
OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
www.rvcfire.org
July 29, 2019
SYMONS FIRE PROTECTION, INC
12155 Paine Place
Poway, CA 92064
Re: FCMP2019-0007 "ANDALUSIA / MASTER SPRINKLER PLAN / PLAN TYPE 24"
The plans that have been submitted require the following corrections:
1. Provide Hydraulic calculations for the 2-head calc as noted on the plans for 15'xl5' spacing. (Only
1-head 20'x20' calcs were provided.
2. Plans shall identify the ceiling height and slope for all areas.
3. Calculations packets do not correctly or efficiently identify the water supply. The CVWD
Residential Connection Charge Estimate identifies the system output water supply at the domestic
(discharge side) of the water meter. *Static Pressure is 97.40 psi / 96.32 Inlet pressure / 66.72 Outlet
(Residual) pressure while flowing 29.5 gpm. It is suggested to start the system calculations from the
discharge side of the water meter as the friction losses are already accounted for. The water supply
curve should be identified based on the Static (97.4) to Residual (66.72) while flowing 29.5 GPM.
a. Sprinkler system demand should not exceed 90% of the available water supply. (LAQ MUN
Title 8 amendments)
b. Water Supply info that was provided was 87.30 Static, 86.00 Residual, Flow 500 GPM.
4. Hydraulic Calculations and the Number of Design Sprinklers shall be consistent with NFPA 13D
Chapter 10 and Section 10.2.
a. Special attention should be given to 10.2.1(2) and the specific requirements for sprinklers
located in the beams and the room to not exceed 600 square feet
b. Rooms and design areas that do not comply with Section 10.2.1 and 10.2.3, Fire will accept a
minimum 3-head calc for these areas.
5. Plans identify the installation of components that are not specifically required by NFPA 13D (ITV,
Bell, FAU Attic Coverage when not located on habitable level). Provide plan notes, if desired,
identifying the inclusion of system components beyond the minimum requirements.
a. Bell location, if provided, should be located towards the front accessible side of the structure
and directed to the road or neighboring residence to ensure that it could be heard.
Questions should be directed to the Riverside County Fire Department, Office of the Fire
Marshal, La Quinta Office at 78495 Calle Tampico, La Quinta, CA 92253.
Kohl Hetrick - Fire Safety Specialist
11111111111111=411116M 071
FAFF/RE PROTECT"I�11/,. //VC_
f?ESPONSI\/E
August 6, 2019
f?FEE SOU17;�>CEFUL ♦ f?ELIABLE
Re: Andalusia master plan submittals
To Whom It May Concern,
For the project listed above, I give approval for Nolan Sparks, general
contractor with T.D. Desert Development to signed and pick up permits/plans
for The Andalusia project. If any payment is due at the time of issuing permits
Nolan is also approved to make such payments.
FMCP2019-0004 (Plan Type 23, 25 & 26), 0005 (Plan Type 21), 0006 (Plan
Type 22) & 0007 (Plan Type 24).
Thank you,
Angela Zunlaya
Design Coordinator
Symons Firc Protection
12155 Paine Placc
Poway, CA 92064
Phonc: 619.588-6364
Fax: 619.588-6805
Emall: a llgclat@SymonsFP.com
www. Symonsl' P.com
12155 Paine Place Poway, CA 92064 (619) 588-6364 Fax (619) 588-6805 CA Lic. #682025
CAL FIRE - RIVERSIDE UNIT
RIVERSIDE COUNTY FIRE DEPARTMENT
SHAWN C. NEWMAN — FIRE CHIEF
OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
September 24, 2019
SYMONS FIRE PROTECTION INC
12155 Paine Pl.
Poway, CA 92064
Re: Residential Fire Sprinkler MASTER Plan Review — Andalusia / Master Plan 24
FCMP2019-0007
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.
All Production Lots covered by these plans shall individually comply with the following:
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 72 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
&A'owE PRO TEf T/O/V,
f?ESPONSIN/E
September 30, 2019
f?ESOUf2CEFUL ♦ RELIABLE
Re: Andalusia master plans type 22 and 24
To Whom It May Concern,
For the project listed above, I give approval for Ryan Marsden, general contractor with T.D. Desert
Development to signed and pick up permits/plans for The Andalusia project. If any payment is due at
the time of issuing permits Ryan is also approved to make such payments. Permits may be pulled
from these master plan types.
Thank you,
Angela %umaya
Dcsign Coordinator
Symons Firc Protection
12155 Paine Placc
Poway, CA 92064
Plione: 619-588-6364
Fax: 619-588-6805
Linail: -,uigcla@SymonsFP.com
NVAvw. SymonsFP. com
RECEIVED
OCT 01 2019
Cif Y OF LA QUINTA
DESIGN AND DEVELOPMENT DEPARTMENT
12155 Paine Place Poway, CA 92064 <�" (619) 588-6364 4, Fax (619) 588-6805 4 CA Lic. #682025
FAF
F!/i�E PRO TECT/E7fVr IAfC
RESPC:>(VS1N/E ♦ rRESC:>lJf?CEFUL- ♦ Fy2EL1ABLE
September 4, 2019
Re: Correction responses
FCMP2019-0007 "ANDALUSIA/MASTER SPRINKLER PLAN / PLAN TYPE 24"
Correction # 1
2 head calc has been provided for 15'ft spacing. There will not be any 20'ft spacing.
Correction # 2
All ceiling heights have been labeled on plans under piping plan label.
Correction # 3
Calculations have been fixed with the gpm's and flows.
Correction # 4
No beams or optional beams will be built for this plan type. All flat smoth ceiling's.
Correction # 5
All componants have been deleted that is not required.
Thank You,
Candi Caudillo
Designer
(619) 588-6364
candi@symonsfp.com
12155 Paine Place * Poway, CA 92064 + (619) 588-6364 * Fax (619) 588-6805 + CA Lic. #682025
City of La Quinto
t i Design and Development Deportment
�C 78-495 Calle Tampico
. Lo 4uinta, CA 92253
Telephone: (760)777-7125 Fax: (760)777-1233
www.lo-quintg.orr
Riverside County Fire Department
Riverside Office
2300 Market Street, Ste.150
Riverside, CA 92501
- (951)955-4777 - - - -
FIRE REVIEW APPLICATION -
NEW O TENANT IMPROVEMENT PERMIT NO. F Q -o
PROJECT INFORMATION [Please P(nt) 0007
Project Name: C �Sign:
Site Address: 1 (. �(Cxll Print: � � cla(d� 06
City & Zip: c�r--t r C
• Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the
Ctty''s Fire department, find the County designee serves as the City's Fire chief. Applicant recognizes .this
contracted arrangement and shall comply with County Fire Department directions.
APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: Same a5 A00HCClnt info
Applicant Nome: Contractor
Contact Person: t^ �, !� Contact Person:
Moiling Address: L Mailing Address:
City & Tip: ` L City & Zip:
Phone Number: '�� Fox;,] Phone Number:
'L 1
Email: Email: ,t' �•
A. APPLICATION TYPE
❑ NEW COMMERCIALIINDUSTRIAL
_-_--
❑ 0-35,000 SO FT
$639
❑ 35,001-75,000 SO FT
$756
❑ 75,001-120,000 SO FT
C $951
❑ 120,001 AND UP
$1185
❑ TI COMMERCIALIINDUSTRIAL
$405
ik RESIDENTIAL - 1 DWELLING UNIT
$405
RESIDENTIAL - (EA) ADDITIONAL x
$171
❑ MULTI -FAMILY (3 OR MORE)
$561
FIRE ALARM SYSTEM
❑ COMMERCIAL - SPRINKLER MONITORING
$405
❑ COMMERCIAL - FIRE ALARM-SYSTEM-
$1092
FIRE ALARM SYSTEM
❑ HOOD &
❑ CELL 51
❑ OTHER
Fax:
ION SYSTEM
❑
HAZMAT
❑
HIGH PILE RACK STORAGE
❑
NEW COMMERCIAL- U/G WA
❑
FIRE FLOW REPORT
❑
TECHNICAL REPORT RESEARC
❑
SPECIAL INSPECTION
❑
FIRE PUMPS
❑
STANDPIPE SYSTEMS
❑ COMMERCIAL - SPRINKLER MONITORING $405 ❑ WATER TANKS
❑ COMMERCIAL - FIRE ALARM SYSTEM $1092
STORAGETANKS
❑ DISPENSERS ONLY HOURLY EJ S1SG11{{{ -! —
❑ ABOVE GROUND HOURLY @ $156/HR i
Each wplirotlen type includes o Technology Enhancement Fee$5 & Records Ner.ogement Fee $10
$405
$795
$795
$795
$327
$327
$483
$327
HOURLY @ $156/HR
$161
$639
$561
$390
L