LAQ-15-RS-145 Monterra Plan 3ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT WOODBRIDGE PACIFIC GROUP LLC 27285 LAS RAMBLAS
SUITE #230
MISSION VIEJO CA 92691
CONTRACTOR WOODBRIDGE PACIFIC GROUP LLC 27285 LAS RAMBLAS
SUITE #230
MISSION VIEJO CA 92691
OWNER MONTERRA PROP 55075 MONROE ST LA QUINTA CA 0
CONDITIONS
Description: MONTERRA TM32742 LOT34 PH MODELS PLAN 3
Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE
FAMILY DETACHED
Status: FINALED Applied: 3/18/2015 SKH
Parcel No: 767860034 Site Address: 55135 AUTUMN VALLEY CT LA QUINTA,CA 92253 Approved: 8/7/2015 SKH
Subdivision: TR 32742 Block: Lot: 34 Issued: 8/7/2015 SKH
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 3/5/2019 crw
Valuation: $220,058.90 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 3,370SF DWELLING - PLAN 3B, LOT 34 [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR
DRIVEWAY APPROACH. 2013 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
Printed: Wednesday, March 13, 2024 1:43:24 PM 1 of 8
Permit Details
City of La Quinta
PERMIT NUMBER
BRES2015-0090
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
ART IN PUBLIC PLACES -
RESIDENTIAL 270-0000-43201 0 $50.14 $50.14 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for ART IN PUBLIC PLACES - AIPP: $50.14 $50.14
BSAS SB1473 FEE 101-0000-20306 0 $9.00 $9.00 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for BUILDING STANDARDS ADMINISTRATION
BSA: $9.00 $9.00
DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
DIF - COMMUNITY
CENTERS 254-0000-43200 0 $129.00 $129.00 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
DIF - PARK
MAINTENANCE 256-0000-43200 0 $40.00 $40.00 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
DIF - STREET
MAINTENANCE 255-0000-43200 0 $116.00 $116.00 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00
TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
TEMP POWER SERVICE
PC 101-0000-42403 0 $16.92 $16.92 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for ELECTRICAL: $41.09 $41.09
Printed: Wednesday, March 13, 2024 1:43:24 PM 2 of 8
Permit Details
City of La Quinta
PERMIT NUMBER
BRES2015-0090
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
RESIDENTIAL, EA
ADDITION 1,000SF 101-0000-42403 0 $49.32 $49.32 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
RESIDENTIAL, EA
ADDITION 1,000SF, PC 101-0000-42600 0 $20.32 $20.32 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
RESIDENTIAL, FIRST
1,000SF 101-0000-42403 0 $145.03 $145.03 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
RESIDENTIAL, FIRST
1,000SF, PC 101-0000-42600 0 $47.86 $47.86 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for ELECTRICAL - NEW CONSTRUCTION: $262.53 $262.53
RESIDENTIAL PRECISE
GRADING - TRACT
HOME
101-0000-42408 0 $133.43 $133.43 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for GRADING: $133.43 $133.43
CONDENSER/COMPRES
SOR 101-0000-42402 0 $72.52 $72.52 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
CONDENSER/COMPRES
SOR PC 101-0000-42600 0 $48.34 $48.34 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
FURNACE 101-0000-42402 0 $72.52 $72.52 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
FURNACE PC 101-0000-42600 0 $48.34 $48.34 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
VENT FAN 101-0000-42402 0 $84.63 $84.63 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
VENT FAN PC 101-0000-42600 0 $33.81 $33.81 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for MECHANICAL: $377.08 $377.08
Printed: Wednesday, March 13, 2024 1:43:24 PM 3 of 8
Permit Details
City of La Quinta
PERMIT NUMBER
BRES2015-0090
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
MULTI-SPECIES
RESIDENTIAL 0-8 UNITS
- 2015 UPDATE
101-0000-20310 0 $1,301.00 $1,301.00 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for MULTI-SPECIES RESIDENTIAL: $1,301.00 $1,301.00
NEW CONSTRUCTION
PERMIT 101-0000-42400 0 $593.33 $593.33 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for NEW CONSTRUCTION PERMIT: $593.33 $593.33
NEW CONSTRUCTION
PLAN CHECK 101-0000-42600 0 $1,259.64 $1,259.64 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,259.64 $1,259.64
BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
FIXTURE/TRAP 101-0000-42401 0 $253.89 $253.89 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
FIXTURE/TRAP PC 101-0000-42600 0 $253.89 $253.89 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
GAS SYSTEM, 5+
OUTLETS 101-0000-42401 0 $36.26 $36.26 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
GAS SYSTEM, 5+
OUTLETS PC 101-0000-42600 0 $24.17 $24.17 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Printed: Wednesday, March 13, 2024 1:43:24 PM 4 of 8
Permit Details
City of La Quinta
PERMIT NUMBER
BRES2015-0090
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
GAS RELEASE BLD
SEWER CONNECTION KKI 8/27/2015 8/27/2015 APPROVED
UNDERGROUND PLBG KKI 8/27/2015 8/27/2015 APPROVED
FOOTINGS KKI 9/4/2015 9/4/2015 APPROVED
ROOF NAIL KKI 9/30/2015 9/30/2015 CANCELED
ROOF NAIL KKI 10/7/2015 10/7/2015 APPROVED
OKAY TO WRAP KKI 10/16/2015 10/16/2015 APPROVED
FRAMING KKI 10/22/2015 10/22/2015 APPROVED
ROUGH ELEC KKI 10/22/2015 10/22/2015 DISAPPROVE
D
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
WATER HEATER/VENT
PC 101-0000-42600 0 $7.25 $7.25 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
WATER SYSTEM
INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
WATER SYSTEM
INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for PLUMBING FEES: $652.83 $652.83
SMI - RESIDENTIAL 101-0000-20308 0 $28.61 $28.61 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $28.61 $28.61
SINGLE FAMILY
DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 7/22/15 R7879 10564 CHECK WPG ENTERPRISE A
LLC SKH
Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44
TOTALS:$13,440.12 $13,440.12
Printed: Wednesday, March 13, 2024 1:43:24 PM 5 of 8
Permit Details
City of La Quinta
PERMIT NUMBER
BRES2015-0090
ROUGH MECH KKI 10/22/2015 10/22/2015 APPROVED
ROUGH PLBG KKI 10/22/2015 10/22/2015 DISAPPROVE
D
FRAMING KKI 11/4/2015 11/4/2015 APPROVED
ROUGH ELEC KKI 11/4/2015 11/4/2015 APPROVED
ROUGH MECH KKI 11/4/2015 11/4/2015 APPROVED
ROUGH PLBG KKI 11/4/2015 11/4/2015 APPROVED
INSULATION KKI 11/9/2015 11/9/2015 APPROVED
DRYWALL NAIL KKI 11/16/2015 11/16/2015 DISAPPROVE
D
LATH KKI 11/16/2015 11/16/2015 DISAPPROVE
D
DRYWALL NAIL KKI 11/17/2015 11/17/2015 APPROVED
LATH KKI 11/17/2015 11/17/2015 APPROVED
GAS LINE/TEST KKI 1/19/2016 1/19/2016 NOT READY
TEMP USE OF PERM PWR KKI 1/19/2016 1/19/2016 APPROVED
GAS LINE/TEST KKI 1/20/2016 1/20/2016 APPROVED
PUBLIC WORKS FINAL JPE 2/12/2016 2/12/2016 APPROVED PW Final - Monterra
Jim please call Mando at 949-647-2502 for
pm inspections thank you
1230 to 1300Met superintendent Mondo at
site and we walked residenceApproved final
- all trenches backfilled - swales are in and
back yard drains are in and clean and open -
all trash cleaned up.Weather - Clear - Calm -
temperature 55 to 88
FINAL**AOR 2/16/2016 2/16/2016 NOT READY
GAS LINE/TEST AOR 1/31/2017 1/31/2017 NOT READY SYSTEM NOT ON TEST, REINSPECTION FEE
REQUIRED.
GAS LINE/TEST JFU 2/3/2017 2/3/2017 APPROVED
Printed: Wednesday, March 13, 2024 1:43:24 PM 6 of 8
Permit Details
City of La Quinta
PERMIT NUMBER
BRES2015-0090
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 7/24/2015 AMY YU PAD CERTS PAD CERTS.pdf 0
DOC 3/13/2019 DUANE CLAYTON CERTIFICATE OF
OCCUPANCY
55135 AUTUMN VALLEY
- C OF O.pdf 0
DOC 11/13/2015 LISA NOTTINGHAM LAQ-Monterra_Plan
3Model_Lot 34.pdf
LAQ-Monterra_Plan
3Model_Lot 34.pdf 0
DOC 8/6/2015 STEPHANIE KHATAMI PM10 APPROVAL 08-06-
15.pdf
PM10 APPROVAL 08-06-
15.pdf 0
DOC 8/19/2015 STEPHANIE KHATAMI
MONTERRA SCHOOL
FEE RECEIPT 08-19-
15.pdf
MONTERRA SCHOOL
FEE RECEIPT 08-19-
15.pdf
0
IMAGE 2/12/2016 JIM PETERS looking east at south
side yard.JPG
looking east at south
side yard.JPG 0
BOND INFORMATION
FINAL**DCL 3/5/2019 3/5/2019 APPROVED - SEE ATTACHMENTS FOR HERS
DOCUMENTS.
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST PW GREEN
SHEET AMY YU 3/25/2015 7/24/2015 7/24/2015 INCOMPLETE
PENDING APPROVED PRECISE GRADING PLANS,
PAD CERTS, AND COMPACTION
EMAILED STEVE ZABALA TO SUBMIT
COMPACTION REPORTS. GAVE GREEN SHEET
BACK TO STEPHANIE
2ND PW GREEN
SHEET
BRYAN
MCKINNEY
8/6/2015 8/13/2015 8/6/2015 APPROVED
FIRE FIRE BUCKET 9/16/2015 9/30/2015 9/21/2015 READY FOR APPROVAL Reviewed by
Jacqueline
PARENT PROJECTS
Printed: Wednesday, March 13, 2024 1:43:24 PM 7 of 8
Permit Details
City of La Quinta
PERMIT NUMBER
BRES2015-0090
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
IMAGE 2/12/2016 JIM PETERS looking southerly at
back yard .JPG
looking southerly at
back yard .JPG 0
IMAGE 2/12/2016 JIM PETERS Front of residence.JPG Front of residence.JPG 0
IMAGE 2/12/2016 JIM PETERS North side looking
west.JPG
North side looking
west.JPG 0
IMAGE 2/12/2016 JIM PETERS permit for 55135
Autumn Valley Ct.JPG
permit for 55135
Autumn Valley Ct.JPG 0
IMAGE 2/12/2016 JIM PETERS south side back yard
looking West.JPG
south side back yard
looking West.JPG 0
IMAGE 2/12/2016 JIM PETERS west side yard
looking.JPG
west side yard
looking.JPG 0
IMAGE 2/12/2016 JIM PETERS south side looking
west.JPG
south side looking
west.JPG 0
Printed: Wednesday, March 13, 2024 1:43:24 PM 8 of 8
Permit Details
City of La Quinta
PERMIT NUMBER
BRES2015-0090
BUlletin 135 nsv. L
CU
�■ Wdel F1
Gin bi
Residential Spriliders for to
Design Density of .05 gpn
r-
lllbdei F1 Res Sprinidem engineered for the kvAdt flows
to meet the minimum deem der>lefty of .M gpmW
T"ee:
1. F1 Res 30 Pen derg
2 F1 Res 30 Recessed Pender*F2
3 F1 Aes 30 Recessed PendenWP
4 F1 Res 49 Pendent
5. F1 Res 49 Recessed PendertjF1
ra F1 Res 49 Recessed Pender*FP
T F1 Res 58 PendeM F1 Res 3Q, 49, 5a & 75 F1 Res 30, 4R 55 & 76 y
a F1 Res 58 Recessed PendentlF1 Recessed Pendent f F 1 R00essed Pendsrn ]FP F 1 Res 58 F-15VID[
9. F1 Res 58 lssea PendentiFP
10, F1 Res 76 Pendem
11. F1 Res 76 Recessed PendegF1
12. F1 Ides 76 Pecessad Pender%FP
13. F1 Res 30 CCP Pendent
14. F1 Res 49 CCP Pendent
15. F1 Res 58 CCP Pendent
16. F1 Res 76 00P Pendent
17. F1 Res 44 HSW F1 Res 30, 49, 59 & 76 F1 Res 44 & 58 F1 Res 44 SWC
18. F1 Res 44 R(=83ed HSW F2 CCP Pendent Recessed HSV1)F2
19, F1 Res 58 HSW
20. F1 Res 58 HSVVX
Hon 2DMEIi Sidewall SPH*er9 (Figs. 5, 6 & 7j are egt"y atlrac-
21. KRe95a HSM
bile whenabow Geikng Piping camct toe Ij led.
22. F1 Res 58 HSW Recessed HSW rF2
The3,nmglass-bUbporKler4upiirkempwmittrueyde-ILlse
2.3. Fl Res 44 SWC
of residermd ova Er supplies for spnnklsr Coverage 0 rWdentisl
Listings do Approvals
fire protem n design.
The IDw1lfmil=l Rya sprinklers are spl�t3aslly engirlesrsd fafag
1. Listed by Undervlrriters Lsboratories EnC. end
thermal response to meet the sanative fire pra€ection applica-
UL CBrtlfiedfor Canada (cULus)
tion deeds d t-ie latest resiclonGal rra*a standards (UL 1626
Stoddard), Upc)nfire nondrdons, dung neat causes asprirker`s
Sprinklers for.1 D Derlaity: Refer to BLiI Min 176
heM-sersrNe elder t, glass bulb ❑r lark t:i actuate, reimsirrg the
u� u -n C�
g �o
ova far water f bur orrta the defif�ar, fV'�rB dlsa'tsulln the
telway , �Y 9
Residential Autornatic Sprinkler
dls"gedwratert000rnra€afre,
UL Guide Number
Technical Data:
VKfV
a Thermal5ensor. 5old urea Element (Link) or Nominal
Ions glass-bi)Ib
Pat,errts
* Sprinkler Frame . Brass Casting
US Patent No. 6,516ffl3 applies to the Model F1 Res 49
o SprlrtKiers' Pressure Rating : 175 pv
& 56 Pendent Sprinklers
Factory Hydrostatically Tesletl to 50D psi
US Patent Na, 7,353,982 applies to Model F1 Res 44 & 58
41 Thread Size. W' NPT (R1h)
HSW Sprinklers
US Patent No. 7.764,555 applies io Model F1 Res 44 SWC
+r KfaGtr7r: 8.0 (43.2)(te+L1L181) - F1 Res 30 Parld6r't50nlder
Sprinklers
4a9 (70JB) (dal) -F1 Pv%48 Pa-lderltSpiinklof
Product Description
S8 (83.5) (Arhlat) -F 1 Res 56 Pendent&HSilrf *fhWer
7.6(101DXAC rat)-F1Res76Pende-tSOnWer
Arbdel F1 Reg PendenT sprl doom (Figs, 1, 2, 3, & 4) are Est
4.4 (63) (1kd.rai) -F1 Res 44 H5W Wilder
reepor-Ise spiftlerscornUmg eximlern ekrabilky, nig•1 sane+-
• Density- Minimum 0-0.5 9pm#12
ty glass-hulla and Kilo proNe dacormive da§gri The F1 Res
The Reliable Automatic Sprinkler Co., Inc., 103
Fairview Park Drive, Ehmford, New York 10523
Technical Dela: F1 Res 30 Pendeot and Race ed Pandent (SIN R3511)
7hr rS Nominal Q.-ifrce i ll we Pr lire rinktor Tern R501 Mux Ar5rl3iOrtt T aril . I Actual KI Stari3lkl�r Lselgth
ske inch Lb;Rd.....I -T ] is -r_ F #or
--..-„ - _ice. - - - - - - In men?
V ll NPI. r T I � —r—('4 i-- _._. v.. � - ------
a� t7ra (17] i 1 7C 14P t 3B 3 o (43,2) j 2.25(57)
M�
Ordinal-y Tomp. Rating lrttorrhll�kaltcs Torn-p- Rating 1
il4lnlrrl�lrf
Max. Carrara earc�f
3 rr,un
[ice=F °C) (176°F99°C]
...._.............. ........ ............._................................._. _
_ _......�iCYr..........1...Pra
Top of t7dl�c3ortc Ceiling :
,
�pacywa
Ft x Ft (rm x m)
rs I Flaw r--re�Ltro 'I
In ch (mm)Ft I
{tn3
t3PAA illrrlinl' P£3€ hw GPM (t34riilxY P [b
I Ft (rni I
1
l 1
1' r 7. .
.a 4 (31 7 G�,
I
i2x 126,6ox3,8,'•
f2(3,6)
a X3 'S, 7.C-'(.148) t3(?rl,.'.} 70(0,4t3)
u irg 7 8a1 f�:ht�n I
__..._..__....-........._.._
...............
-._.._.._........._......f..-. - - ..._..t_.-..._ ___r-_ _ ---- f
E rr c d i �!i ,ys Per Ur= n 1:2. 13H 1 G' t2 - l
14 x 14 4,3 x4,3`
( J
14 4,31
f r
T
1037,8` 11 J,76 � M 27 B) � 11 (0,76,
l 1 i i I: l
=+ '.3 instated+.r ��ms •'N to i+5 € I
- l
r3i7x14 .4 u�rL w.c�d:}aeon
Rnr C,-11ing kyloes refer to NFPA 13, 13F1 or t3D
Technical Data: F1Res 49 Pendent and Recessed Pendent (SIN R5516)
Thread
NornEnaE Qt11i
Max. i
Sprinkler
Max.
Actual
Sprinkler'
I
Size
Inch
r!c f'It3t7
{ }
Pressure
Temp. Rating
AMMelt Temp,
K
Length
—
--21
-----
i Lt l...... .
-.._° ...... �_.... °�........-
Factor
_.._..InchimmL -
100
;:tti
:3S
5Fi
a.9(7C+6j
2.25;571
!r'
R s•
'Ins"(11)
'r• :12ti
1S5 5t
_
h;;, 7a
Ordinary Temp.
Rating
Intermediate Temp. Ftatlf'lg
Top of fleCtct
Qel�
A7inim u(ri
Max. Coverage area
Max. equidng
155°FfB$'
175aFf7
De;l
1't x Ft m x m
( j
Pt m
{ j
to f
Spad
Flow
Pressure
sure
MOW
ow
PressLlre
__._.._..._..............._..__......_..........__......__._.._..
GPM LRslln
Psi (
G_ _?_rA LtlnTEn
F' A-b
Inch(mm)
_
Ft (M)
? x 12 (3,h x 3.6)
?(3.6)
!2,'49,'
7 0 (0,48)
13.09,
7 0 (0 4S)
SrrrD,,h C:aiIirlgs 1174to 4 (31 7 to
102) usho F2 ebcmchoo4 -
4 x 14 (4,3 x 4,:3)
1 e (4,3)
13 (49)
7-0 ;D,48)
1 a 49j
70(0,48)
1 t❑ 4 (25.4 to 102) Ijsjn; F1
°
ea:tUIcn9x1.
16 x 16 (4.9 x 4,9)
B (4,9)
----
13 (49)
-------
7-01;i,48)
---
1,,,1(49)
-T__,_,..._
7.0 (0,48)
i3GamC-d Cemngs per NFPA
13D,131R Ix 1v,ne,,Aoac r!
B (2,4i
18 x 16 (6,5 x 5.5)
18 (as')
17 (G4;3j
12 (G,83)
e•7 (64,51
12 (0,83)
he1fris 114 to 1 a (31 7 :0
�4.4j taints I=2 e3:u(:R^faun, 1
2-0X20(6,1 X6,1)
20(6,1)
LC(+S,/j
16.1(1,1=;
20[,'5,!j
6,1;1,14j
f01 ;(25.4?�44.G'I•is ,,r',
— —
- -- —
— —
—
B8C1Es]r1
For C 4419 types refer to NFPA 13, -I 3R or 13D
Bullelin 006 Rev. I
Model RFC30 (SIN RA091 t) C.
M■�l Model RFC43 (SIN RA0612)
blim
Model RFC49 (SIN RA0616)
Residential Flat Concealed
SprinklersRel
=
A Residential Flat Concealed
Sprinkler engineered for a minimum
design denalty of 0_05 gpmM with
low GPM requirements.
Features
1. Very law water flan`,► requirements.
2• Cower plate attachment (Plain or Perforal9ed)
with the (13mm) Total adjustment.
s. Thread-On/Thread-Off or Push-Ontrhread
Off cover attachment option_
4. Smooth aesthetic ceiling profile.
5. Available in brass, chrome and black plated
or painled finishes.
Listings & Approval
1. Listed by Underwriters Laboratories, and
certified by u L for Canada (cU Lus)
UL Listing Categories
Residential Automatic Sprinklers
UL Guide Number
VK KW
Plaid Cover Plate
Product Descnplion
Y
Model ERr=C30, RFC43 and RFC49 Conoealed Residen-
r
iial Sprinklers are fast response residential fusible solder
ry .1 `' ;1•+
N'
krik af_alorrlatlo sprinklers. Residerrl:W sprinkles differ
1rorn standard sprinklers primarily in ihelr response time
and roster disiributlon patterns.
Perforated Cover Plate
WON RFC30. RFC43 and RFC49 sprinklem diwhargla
water in a hemispherical pattern beiow the sprinkler de-
and positively attached and blends into the celiing, oon-
flector. Residential distribution patterns are higher and
coaling the most dependable fire protection available, an
generally c;onlain a finer (=piet size than standard sprin-
automatic sprinkler system.
kler patterns.
Tne RFC30, RF043 and RFC49 are UL Listed Residen-
The combination of speed of operation and high dis-
lial Sprinklers to be inslailed in the residential portions
charge pattern required for residential sprinklers #tea
of any occupancy in accordance with NFPA 13, 13R, &.
demonstrated, in fire Toasting, an abiiq for controlling
13D,
residerTtial fires, and thereby providing significant evacu-
The RF-C30, RFC43 and RFC49 can reduce the nead
&ion time for occupants,
for precise cutting of drop nipples. The threaded cover
The FEFC30, PFC43 and RF040 Sprinklers provide the
plate assembly can be adjusted ►without Tools to fit ac-
of fire protection by cgmbiring an attractive ap-
curately
pearance and 'Yk" (13mm) of cover adjustment for ease
need not be shut down to adjust or remove the cover
of installation. The small diameter cover plate is easily
plate aseembly,
The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Dive, Elmsford, New York 10523
Model.
Thread
Nominal
Sprinkler
CCP Assembiy
Max.
Ambient
M
Max. l
(SINInch
Size
Orifice
Temp Rating
Temp. Hating
Temp
Factor
Pressure
(mm)
Inch (mm)
psI (bar)
aF
aC
of
°C
OF
aC
RFC 30
(RA0611 }
1/2" (1
27,$a (8,2)
ivy
4
57
1 r.,j
::8
3 0 (43.2)
175 02)
RFC 43
(1RA[16 i )
Ys" (15)
:a1, 10)
186
74
.A 7
28
4.3(62)
175 (t2}
RFC 49
(RIkt3616)
1'j'•l
3v
4.9 (70-6)
175 ('2) I
Notc, 1 Gar = 100 Kpa
RFC 30
Ordinary Temp. RatingMax. Coverage i °° Tap of DeEEector
eras ' Max_ Spacing ( 1t35Fi74C ) to Ceiling
Ft x Ft (m x m) Ft (mj Floss Pressure inch (noon}
GPM (Llmin) PSI (barj
12 x 1.2 (3,6 x 3,6) 12 (3,6s (34, 11 9.0 (0,621' Smoolh C:oilil~X Y. to 1 :13 to 26.4)
Bearred Collings per NFPA i3D, :3R oi-
r'
I
,:
z. � + 1 .4 1' 1 •r. bs;�rrLs .� lC 13 to 25 1. r e. 4 1 3 msirz e�1 �} x 14 4 ,9 x 3' 1 37 f3 1 .CI 'C] 76 3
l ) ( )
Fo ':ailing types rGtGr xn'JF?A 1.2. '10r:r 131)
RFG 43
Installation Minimum
Type Spacing
Ft (M)
Concealed j 8 R,4)
Ordinary Temp. Rating
"f
Max. Coverage
Max, Spacing
(166-Fl74°C)
Top of Deflector
Instaft lon
Nfinimum
area
Ft x Ft (m x m)
Ft (mj
to Gelling
Inch (mm)
Type
Spacing
Ft (lrl)
Flow
Pressure
GPM (Umin)
PSI (bar)
1' x 12 (3.6 x 3,6)
12 (::.6)
12 O.E•
7.6 (0,54)
Smooth Cedings'Y to 1 (1310 25.4)
14 x 14(4,3 x 4,3)
14- (4,3)
13(49)
18 (4.9)
13',49)
9.1 (0.63)
naamod Cadings par NFPA 13D, 'MR a
13 In,91,01od In beams Y to 1(13 to 25 4)
coricoalerd
6'?-C
CC F' Cr
"
t$(.:, 5 1)
r
18(6�)
17 1'(1,211,
x20(5,1 xB,1)
20(E,1)
2: (79)
23.8 1,64)
c 1 typos riM6-r V7 NFPA 13,1313 or 13D
RFC 49
Max. Coverage
Max. Spacing
Ordinary Temp. Rating
1660 4 C
Top of Deflector
Installation
Installation
area
x Ft (m x m)
Ft (m)
S a
Comm
Inch {mj
Type
yip 1
Ft (M)
GPEi1#I Lfmin PSIbar.....
12 x 12 (3,6 x M-)
12(3.6)
13 ;La)
7.0 (0,48)
Smoolrl ODiling8 Y"s to 1(13 to 25-4)
14x 14'14,3 x 4.311
14(4,3)
13 (49)
TO (0,48)
16 x 15 ;4,9 x 4,9)
16 (4.0)
13(49)
7.41,0,48)
Beamed Ceilings per NFPA 130, 13fi or
13 lmstahed in W. arras 14 to 1 (13 lu 25.4)
Concealed
n (24)
18 x 18,5,5 x 5,5)
18 (5,5)
17 (i3A.3)
12.0 {0,83)
20x2:3.'S_1k6:1;
2C(E,1)
2G(75.73)
16-7(1,14i
=or C9ilir:g typc�s iefer to NFPPt 13, 13R cr 13D
Worldwrkle
F►rs Pratectlora Cam, lvarw.lyco Hra.ctxn
P`roJiuli:�s
lllilodels AM, SD, HIP, and AP
"Species dpplicanon Spdnklers
For Praftc 3 rig AtFhWl'
General The spedfic ApplIcatbri Attic sprin-
klws are a,e first e9r nklere to be
Description • Listed for euclendedcoverage intvrrl- The TYCO Model SR (9ack to Bach)• buatloia construction.
5D (SlnOka DirBclionil), HIP, and AP (Ar_ . Ful4ucals fire touted In both wet and
tic Pub "Spa o AMc stlan 5prirkkn dry System scenaAcs.
For Protecting MtW are fre apnrwars Fulkscals tooted, nor use in wood
for oombustlhle and non-camhustibw trLW4 mnatrucdan
aloped attic apeim$. The Model BB, SO,
and HIP arm Specific Application Amo Liew 1W specific root alopee Twor
Sprink ors, who eaeme Mead AP is a to Table A).
SpecN�AppbcaBonCanthuatiNaCon- The 5p 5o Xp cation Patio Spdn•
cealed Space 6pialder having apes Tc item provide the heat lave of protac-
appkicadon criteria tar Ito use with the cion and contra coal ley epminat=ng
Nadel 913, So,"HIP in attic spao- the need for addltlonal sprinklers and .[s... ; •^x^• ^'?;
ON. Spe0I8c APVIPAti M Arda 9prin1ders txanchilne piplrr�rgg Yn many cases, an
mom
ge pratecllon in atticattle can beerr -n catnpared tD Stan -just one line of pipktars, cast savlrtg9 are the peak or ow root aslng Model Ba
neting Dlara7111IRa ma- 4=K to Back} Sgktklera. 8lhere b a '
tedals and the asegdated InsWlation need Tor tr7odol SD (Skgie DfrecllvrtaV)
labor. Tiro 6pvdfic Applrafon Sprin- orA7.fe HP 3(trgllt ., unto II-�a at al
Nuns Far Protacling attics' have un- tltrr [d arose eprir tier typos s aufl�lenl ..��r
dergone the moot axtenaiva fire kating at each area belrlg covered. FoF evmm-
aver performed for eloped att c spaces. pie and Pas. mirlg the use of Standard
Theeyy are� tJL Crated with their speciic SPOY Sprinkles a 9yatam In a 60 loot
up I P.,j gude Ines for use an 3(yC- t1 S.3 rrQ wide alto, with up to a -12; 12
ulal apdnklela as da6ned by the NFPA. roof Patch, designed to the 2110T edl-
tipn of NFPA 1% would mqulre ea en
The Specific Appk'ralion Attic Sprin- tranchlines to cover She nmin portion of � '�''��'
Ider3 provide an ax*r, ed twvertW tiie attic and severed addtional branch- :'
Spacing althdng Ma t0 fhe restricted nrrsa to ca+ar the l 1p areas- tooth ttre
aperAng of SSeMefd Sprlay Spri,klera gpecMlc Appicatlon lurk: Sprinklars,
The raalrice9d epaGnpS at Sterroard tlae req a coverage can be ohtslned
Sprey Sprlrllders used Wlth[n aft Cs fs with jLmt me hranchRne oohing below
tieacrlbad In the 2007 edit -Ion d NFPPt the peek aria erne dawn each dope of
13, Tabu e.8.2.2 W and Section the lir p Yeas. This would rerun In op-
84.C1A, prat krlatey gore toss pipe needed fDr
f.r-,, 11.1 This reducttarl k1 the nurr�
bur of bmnchrnes eaves the coat ar
I'm
. Tdfklgs, hangers. and asao-
Gated labor by Nlminatelp up to me
bnimhlloea
Arad er important of the Spe-
I&PPORTAAlr
elllo App/Catlon NOc WnklertacMol-
pgy is die reductiIn ayatern wlame.
onShwt
Always refer to Technical Dam
W. M. r0 'Hurl may resin! In re-
TFP700 rar8te -INSTALLER
WARNWG• Mot piovkies catrfi.
ducing the size of a dry plipe valve (and
air compreeaorj end poses* allow for
wrM raapact to hWx9irig and inataF-
laden
1a11," 1
GulCkor water delMsrryry times, IXlmktdlrry
o�QorirnNargyetsrrr3 prldconr-
lR7pmpKlA9ndffngandhr-
!rya need for an aece4araWr.
sh94tblon cxri permansnCy damage
a sprinkler sot-rrr or its cant/ o-
Aunts and donee the sprAthler fo MJ
ro oporata in a FRe emfatian w c�
n rn operate pran7HflrrBlj.
,, pp -
1 - Flar:hC 4 - anon
y - su,m s- OwmpNerem
9• Scam
1tip.4wn} (aJ, mrnl�
1 •ins• fare•
FLOW
4 S 9
2-1r8
2 *x"
3 r THRF.AR
RMEF _
7n 6• 01,1 rtan} W. NPT
1,N1�-IN
nfAKE-IIN %?-CNON FKWE
R149 AEMa
caeca
890"I rr ELEMrON
nCUREE
MODEL HIP WtfflCLSK-FACTOR
SPEC M APPUGATtO►Y ATTIC SieRMAMERS
oa•haah.�
1 - Frame 5 • ComP2faiw
wne�nrxr e-oalse.7n
' - 94,eeh� 7- r�utm
.. aul5
P2.t mny i a
aP l�aAruFAN ER
E
AFJA L1W
+ (57.2me1
7
a
F1ATa
h,4' >'r
711 e• 111,1 thgrrh
NQUE PLASWrl1
CFMWR
ANCfa7N FLEMATOM
FfGf1RE F
AfOOELAP WITH4,2or5.8IC FACTOR SPECIFIC
APPLICATION COMEWSTIFLECONC11FALEA
SPACE SPRINKLERS
AP 8prired4r Plus)
Technical
Operation
lrMtall9d in trye upr(9ht orientation with
6*r deflectaT ptaaad to the roof, the
y�
DafSi>t
E16 t •0 A 4Ri, HIP tK=5.9j
t1odN AP 3prinklars (Figure F) are in
h Ag{6,$ g,.
tended to be used Eu prnvitie prohacdon
Appr°aala
The glass t411b cmialne ailuid that a1w
of attic areas Gutsidalha scope of ap-
UL & D-LJL Llated (rha approvals only
p"s when wed to heat When the
ppfflcation far the ER SD, or HIP Sprin-
apply to the service artditlora, indl-
rated temperature Is reached, the fluid
tiers. When used, the AP Sprinklers
cared m the L7OW Cfi1Ws section on
e,tpelldg wNdandyt0 ehatn$r'the 9�
wl II provide a hydraulic adva0tso- war
Page a and the.9n.1mminee sec-
bLAb, W.W h,a sprinkler m actuate
Standard Spray Sprlrtkleru for the pro-
m„ on pa8, �a
ar,d ,,,�yto",,,
tectlon Of attic arse$ outalde the Scope
of application for the BB, SE), or HIP
Pipa Thramd Cannaction
ae 61 d 5D (K-1.91
Sprinklers,
112 inch NPT for K-4.2 & & 6 316 rich
Tile hrsble link asaambly a comprised
NPT for K-a.t1
of two link halves YoNch are jolted by
Draclrarge COerf�tent
a thin layer of solder. When the rated
temperature i3 reached, the solder
K a 4.2 GPMypsl'a (60,5 LPMlbarhre)
melts and the two link helves separate
K = 5.06 GPMlpsi`a (d0,6 I-FM/barh")
K 8. aplNrp'r " L.Plwb@F'9
allawln the sprinkler to activeta and
� (11SS
waLar to -now.
To qm um Rating
Intermediem Temperature as fol lows:
-2D0•Frs31c for 9a (K4.2 & K8.0j
HIP, AP
-F12•F11091C for Es (K5.6j, W
MODEL
K
SIN
/,LLDljykaLCROO
S '
Feetpld
MINNUM
FLOW,
GPMGPnrI
MINIMUM
PRESSUEE
P81rwr1,
CH
R1600."Fka04
DRY PIPE
SYSTEM
MAXIMUM
DeLTER
TIME,
ascends
13e1
0-0
TY41W
See 089
35 IT"
22.8 D.M
4:12 (33) to lase then 7'12 (681
(c)
BW
s.g
TY4181
sW (18,91
38 O-K
22.E (1,5)
7:12 (s9) to lass than 10-12 {say
K
0H3
e-o
TY4162
sea (18,9)
40 ns21
2s.6 n,7y
16:12 rtdl to 1a:19. 0w1
(0
801
6.5
TY3180
s40 (t2,2)1e4,B0 (1$3}
39 (I441
4&0(3,2)
4:12 (33y l0leas dies 712 08)
Icy
SS2
5.0
7Y3191
>4002,2)to60(18A
3e(144)
4&0012)
T.-12(55)tokxmLhanM12(6*
(0
Bea
6.6
7Y3t82
a4002A 1060(18A
38044)
48,0(3R)
10.12(63)I-IV20W
M
691
as
TY31180
540 02.4
28 (2S)
20A (1.4)
4c12 M to less than 7:12 (58)
(d
992
aS
TM81
:; 002,2)
25 P61
20.0 im,
7:12(691 to ieee then 1 W2{83]
(cl
B63
&0
7Y3702
s40 p$2)
25 (M
mo(1.4)
10:12" to 12:12 V 04
W
661
1 4.2
TM80
52gpa,l)
13(40
116(0,71
3:12(261tolow than -M2(5%
46k8
am
a.2
TY21 in
s 29 Ali
13(4%
0.0(0.7)
r_12 (sa) to tea$ than 1"2 fast
45 (d)
e63
4.2
TY2f82
2= W.1)
13 (4a)
e.5 (g,T)
10:12 (0 to 12:L2 001M
46 (d)
001
5-5
TYd143
y30 R,t) to 540 (IPM
W (1391
99.0(2,7)
6:12 M to less then 712 (58}
0
SM
65
; TY3ta4
a30 M.1) to 54002A
35 (134
39,E (2,7)
71.12 (Sa) In rasa than 10.12 W)
04
903
6.5
1Y3165
a30 W) to 340 (12,4
35 (132y
39.0 (2,7)
10:12 (83)10 12:12 (1001
(0)
S01
&5
TY3183
a10 p•d}to 530 At)
25 06)
20.0 [1.41
4:12 t331 to Was then 7:12 OW
k1
602
6A
TY3 04
-10 (3,0, to s30 al,
25 OM
awil. 1
7:12 (56) 7a Iola than 10:12 (83y
(o)
SDS
&a
TY3es
a10(9.0) to Sao(9,11
25$5y
=V.41
10�2(89)m12:12(10M
00
SD1
&5
TY3aT
c10P0)
19(72)
11.5i0,6j
4:72W)toIns Ow7:12flYBj
(rj
SI72
5.5
TY3
510 $xil)
19 (72)
114 P'%
711 pe) to let tho,10C12 (&T
(q
Spa
&S
TY3165
510 (dig)
le (72)
11A (0,0
10.12 (03)to 12:12 (100)
Eci
!-UP
5.6
TY3107
a20 t8,1) to 52s (e,$)
34 029)
39.9 V-5)
4:12 t33) to 12:12 tl coy
ki
HIP
5.8
TY318T
00 (8,1)
26 teal
2a-011,4)
4-12 (S31 10 12.12 (1091
wy
AP
5.9
TY3[BO
10 Gi l) x 12 (3.ei
•lee note to 1
lAnjrrmm 7 psi (9,46 par) MinF
mum 0.10 gpwaq. It.
(4,1 m+rJminI17—don 6ensN
3_12 (251 t0 12!12 ('Loa]
66(d)
AP
421TY210g
M2 0^bj to 1Z12 (log)
00 (d}
NOY,S:
N) Tha Fie sod Sr -cot arm., tc m "unwi horlroMmily (nut along the alopo) w shown In Rpwo 1 end 2.
(d) The HIP roof span it muav,rad ho6wnletly ea AM" wl Figure t2.
(c) Hew to 2MT e�Mon pf NFPA 13,-%Mlen 7,2A
(d) IAnrdrrlum wan i1�Jlyarytlne for all saa of eyalw,es.
(a) the AP roc! spar! a measured along me slope- MuWum 1i0 feet LS,1 nq popnuiiarlsr to a top. by ffmxk m 1E fen 0,6 m)
pprallal to aloPn,
HYDRAULIC SYSTEM
This Building is Protected by a
Hydraulically Designed
Automatic Sprinkler System.
Date Installed 9/15115
Location CALC AREA 2
Number of Sprinklers 2
Basis of Design
1. DENSITY .05 gpml5q.ft.
2. DESIGNED AREA OF DISCHARGE
512 sq.ft.
System Demand
1. WATER FLOW RATE 32.13 gpm
2. RESIDUAL PRESSURE AT THE
BASE OF THE RISER 39.14 psi
Installed By Fire Sprinkler Systems, Inc.
13DICRC 313.3 GENERAL NOTES
1• AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE
INSTALLED IN ACCORDANCE WiTH NFPA 13D. 2013 EDITION AND THE
REQUIREMENTS OF RIVERSIDE COUNTY FIRE DEPARTMENT.
2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH
THE ROUGH AND 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, NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL
MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE.
5, TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER
U-L. LISTED.
6- ALL VALVES 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 REQUIREMENTS AND THOSE CONTAINED IN
NFPA 13D, 2013 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 t31= INSTALLED BY OTHERS.
11, RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U-L- LISTED AND
MANUFACTURED BY RELIABLE. INSTALLED AT 16 FT. MAXIMUM SPACING
(SEE TECH. DATA).
12. UPRIGHT INTERMEDIATE TEMP. RESIDENTIAL SPRINKLERS ARE U.L.
LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 120 SQ.FT- SPACING
(SEE TECH. DATA).
13. PENDENT fNTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L.
LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX, SPACING
(SEE TECH. DATA).
14. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM CBSTRUCTIONS E.G. LIGHT
FIXTURES, CEILING FANS. ETC. OR IN ACCORDANCE WITHTABLE 8.2. .4.2 AND
SECTION 8.2.5.2. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS
ARE IN COMPLIANCE WITH 8-2.5.4-
15. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN
ACCORDANCE WITH 8.2.5.6.
16. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN
ACCORDANCE WITH 5.1,1.1
PRESSURE REGULATOR *FOR REFERENCE ONLY
TO BE SET AT 60 PSI
TO DOMESTIC WATER
CONTROL VALVE FOR DOMESTIC
5 GPM ALLOWANCE
T
2' ELEV.
FINISH GRADE
1" COPPER L
u�1 F
-2' ELEV.
0' ELEV.
VICINITY MAP
N.T.S.
MCNTERRA
TRACT TO FOLLOW
PLAN 3
LOT ADDRESS
34 55-135 AUTUMN VALLEY COURT
LA QUINTA, CA.
AHJ: RIVERSIDE COUNTY FIRE DEPARTMENT
LEGAL DESCRIPTION
OCCUPANCY: R31U
CONSTRUCTION: V-B
STORIES: 1
BUILDING AREA: 4,099 5Q F T.
FIRE SPRINKLER SYSTEM:
DESIGNED AND INSTALLED PER 2013 NFPk 13D ALL
RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS.
APPROVAL STAMP
1" METER
3 PSI Loss
11/2' PVC 1" COPPER K
METER
CITY
UAIN
70' MAX MT 30 MAX
BOR
-2'ELEV.
-2' ELEV.
BUILDING SUMMARY
CONCEALED RES. PENDENT SPRINKLER
O UPRIGHT QUICK RESPONSE SPRINKLER
�• CONCEALED RES. PENDENT SPRINKLER
�] CHANGE IN ELEVATION
RISER LOCATION (PER DETAIL)
X?( NODE POINT FOR CALCULATION
HANGER TIC DETAIL
SYMBOL LEGEND
Riverside County Fire
Office of the Fire Marshal
SEP 16 Z015
R,ec iv d
By
APPROVAL
11 = FIRE DEPARTMENT
BY:
DATE: CASE#
FOR P LAMS IS
APPROVAL - APPRQ
THEF1 I]
VALID R ONE YEAR 5UEOeC"r 70
COMPLIANCE WITH APPLICABLE CODES
5.1 1 V ELEV.
CPVC TO SYSTEM —
SPARE SPRINKLERS SHALL
NOT BE REQUIRED TO
PROVIDED PER5.1,1.1
GAUGE
112' MAIN DRA N VALVE
DRAIN TO E17ERIOR
RUBBER FACED CH CK VALVE,,-'
PSI Lass
OR
ALL WbRK FOR FIRE SPRINKLER f
SYSTEMS, INC. TO BEGIN AT B.O.R.
1"CPVC RISER
14-112" x 30"
ACCESS DOOR
STATIC 88.24 - 10% = 79.41 PSI
RESIDUAL 86,33 - 10% = 77.69 PSI
FLOW 2500 GPM
WATER FL 0W INFORMATION
LU
a
z
STWMAS MCI
•
LICENSE NO.684600
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
i
DESIGN, ENGINEERING AND
INSTALLATION
705 E. HARRiSO4 ST., SUITE 200
CORONA, CA 92979
PH - 800.915-3473
FAX - 951-272-2535
■
The reciplerlt of these plans
hereby acknowledges that all
plans. details, specifications or
methods of installation
contained in this set of plans is
the sole rta er#
Y
of Fire
p P
Sprinkler S1rst-.rrs inn anc"
that any use of this set of plans
is pr❑riNted and is a violation
of copyright lawswithout first
receivina nermission from Fire
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JOB NO: 31335
DATE: 9115115
DRAWN BY: EC
'--0 ION C
C S ptc"N'TIO N �
t� s 16,' 99
* L O.
�p 684600 4
�qT� OF CAL14���`
SIZE - 24" X 36"
SCALE
N.T.S.
IF SHEET iS LESS THAN
24e X 3V IT IS A REDUCED
PRINT SCALE
REDUCE ACCORDINGLY
HYDRAULIC NAMEPLATE
N.T.S.
UNDERGROUND DETAIL
N.T.S. (FOR REFERENCE ONLY)
RISER DETAIL
N.T.S.
SHEET ID
PLAN 3
GENERALNOTES
SHEET FP1 Vi =i-
,
----------
.----_--
CALC AREA I IIU'XIU-liVALANU
L
- � DUTD R L V N —_
— — -- ---- ------
i DD I I G
1
---� SLOPING GLG. _.._ .. _ "__"___"__ ll._"...._
_........._ N N
1.
DI 1 G ROOM
-,-` 10'-0"CLG
HEAT ZONE CALC AREA 2
l
2'-31
r IV
RISER `
LOCATION
FLOOR SPRINKLER PLAN
SCALE: 1/4" =11-Q"
Jr
rr_
f,
LAUNDRY
10'-O" CLG
ffo
January 2005
Garage InstallallonSpacificallons
Garage Installation Specifications shall only apply for the installation of UL Listed
BlazeMastere CPVC pipe and littings in garages requiring sprinkler protection per NFPA
130 and NFPA 13R. These Standards are defined In NFPA codes entitled 'One and Two
Family Owallings and Mobile Homes' and in 'Residential Occupanele5 up to Four Stories
in Height'. As referenced in NFPA 130 Section 8.6.4,'Sprinldersare not required in garages,
open attached porches, carports or similar stfuctures.'The installation of TFP SlazeMaster
sprinkler i e fin for use in are requiring rinkl r t r P 1 R
pipe and stl gs garages equ g sp er p o Sefton per NFPA 3
is only applicable to the UL Listing of this product_
Requireeme nts for Pipe, Fittings, Solvent Cement Systems, System Design, Installation,
Freeze Protection, and Penetrating Fire Related Walls and Partitions are covered in this
installation and technical handbook. Please read these sections of the manual carefully
prior to designing or installing TFP BlazeMasler pipe and fittings for garage installations.
The installation of TFP BlareMasler pipe and fittings In garages requiring sprinklers
is only UL Listed and Is not C-UL Listed.
+ Installation Requirements
Protection: TFP $IazeMaster CPVC pipe and fittings shall be installed concealed
behind protection consisting of a minimum of one layer of �N Ihick gypsum
wallboard or lh' thick plywood_
Sprinkler Requirements: UL Listed, quick response, standard coverage, pendent
or sidewall sprinklers with a 2251(107'C) maximum temperature rating shall be
utllized. All sprinklers shall be installed per the manutaclurer's published
installation Instructions -
Installation Standard: The Listing for Garage Installations shall pertain to those
occupancies defined by NFPA 13R.
Satins Risers
In accordanee with the LIL Listing, TFP BlazeMaster CPVC pipe and fittings may be used
as system risers in accordance with NFPA 13.130 and 13R when subject to the !allowing
additional limitations:
1. When Installed protected (concealed) in accordance with NFPA 130 and 13R, the
minimum protection shall Consist of either one layer of'Je (9.5 mm) thick gypsum
wallboard or Ili (12.7 mm) thick plywood.
2. When installed without protection (exposed) In accordance with NFPA 13. 13D
and 13R, the following limitations shall apply;
The riser shall be installed below a srrfooth, teat, horizontal telling construction. A
Listed residential pendent sprinkler is to be installed with its deflector at the
distance from the ceiling specified in the sprinkler Listing -
OR
The riser shall be installed below a horizontal unfinished basement ceiing (in
accordance with NFPA 13D) constructed utilizing nominal 2' x 10' or nominal 2' x
12' exposed solid wood joists on 16' centers. A Listed residential pendent
sprinkler is to he 'installed with its deflector a maximum of tall' below the bottom
of the solid wood joist in anticipation of future installatian of a finished ceiling.
When installing TFP BWeMaster CPVC pipe and littings in tanjunction with 2' x 12'
solid woad Jolsis, the maximum system working pressure under flowing cnndilions
shall not exceed 100 psi and the maximum system working pressure under static
{nOnfiatring) conditions shall not exceed 175 psi.
The Listed residential pendent sprinkler is to have 1551F (fib"C) maximum
temperature rating and is to be installed at a maximum horizontal distance of 12
inches from the center line of the riser, The system is to be designed based upon the
Listed flaws forthe sprinkler selected except that the flaw for a single sprinkler or
multiple sprinklers shall not be less than 11 gpm per sprinkler,
Table A • One Point of Restraint
it
MAX, MAX.
One -Point
Vertical
Restraint
RESTRAINT RESTRAINT
Di d E-POINT ONE -POINT
�d'IAM1Y SPIRWILER SMNp�
�,9 rq1
AP AP
SPAR se,•o.Ma,x —sPrua
V MIN. [8,0 np a• hap!
F)Gf1RTF 17A JOIST t11S2•i min} JOIST t15'�4 mm}
ExPOSFD CPVC IF
WITH AP SPRINKLERS
AND
sRANCHLIHE OVER JOISTS
Nominal
11Rr!
=Iq°°
Pipe 5}xe
Less than
Greater than
ANSI inches
14� psi
1OD psi
Df+i
(6,9 5ar)
(6,9 Fiat)
3!4
4'--O"
Q'-8"
i]N2t7
(0,23 mj
{0,15 m}
#
71�Qn
0' �,.
DN25
(t3,3O rrlj
{Q,23 rrij
1-1/9
1'-4"
1'-O"
DN32
(0,41 ��
(a,sa rt�t}
ot�faa - DNss7
(Ia,s1 m}
{0,3fl rr1}
Table S • Two Points of Restraint
Nominal Pipe
Size
Less than
Greater than
ANSI inches
100 psi
IGO psi
DN
(6,9 bar)
(619 hart
3/4
4'-01,
3'-C"
DN20
(1,22 m)
(0,91 try)
1
51-01j
4'-O„
DN25
(1,52 raj
(1,22 M)
1-1/4
W-V
S. -Oil
ON32
(1,$3 rr,}
(1,52 rn)
1-1/2-3
7'-fJ"
7'_V.
DN40 - DN 6
(2,13 m)
(2,13 rn)
12' MIN. 12• MIN.
' GYIr+E mrrd i9a4,8
t,.,, 12' MIN. 12• MIN.,�r
f�,Brivh ,6rlxM ,
NON•COMBU
NCN-0QMI]USIl6LE
INSULATION FOR FIFE
INWLAT1pN FOA FIRE
PROTEGTIGNOFCPVC CEAR411
PROTECTION OF CPW GMNO
PIPE, NOTFPIEFZE
PIPENOTFFEM
PRCTECrIDN
PROTECTION
OPT10N A
OPTION 9
r�, 11d SPRINIO.ER
"INNLER
pp
6PHIG
1C'-0' MAIL
i9A m1
AP
SPRIG
FIGURE 178
EXPOSED CPVC
Wn"H AP SPRINKLER$
AND
BRAIVCHLINE WITHIN JOISTS
e• MIN. NmN-0
{1S2.4 ] If'SULP2
PFQ1EC
PIPE,I
CEIUNG PNr
�ONR
u
8' MIN./.rN- LE
ti UA.1maJLATIONFORF1RE
PROTECTION OF CPVC
PIPE, NOT FREEZE
OMNO PRGrEL`rY.'N
OPTIONS
UPRIGHT HEAD TO F.A.U. DETAIL
N.T.S.
MA -.k
Two -point ANY DISTANCE
j
vertical
Restraint
(RESTRAINT
Two-PCrnt,7
sly- 314" tor" z- p+pe E7=
MATERIAL - Carbw Steel
FINISH -Irlil Galverlized
LISTINGS -
LIL listed Ex 4231. Ex 2557
PATENT- No. 6.648.276. PurtGYlbh -an'rD suppoR nvnzontal piping - CfIvC, copper or steel > j I
A listed 3Iger in all 3 mounting pDsltiorl, i.9. Side Df rartcal surface and I
hvlh topside and underside of har¢orltal surface.
A fisted reVainer providing vertcaf and !ajar reslraiM in ail the shove
moun4ng posd,Dns
TD prevent upward movement Of pipe chat Supplies a pendent Sprinkler
hekree the ceiling.
To Sahilize vanical piping by providing horizontal restraint.
INSTALLATION -Per NFPA 130. Space by pipe type
install on ypotl, wncrete or steel.
Snap aver pipe, then squeeze strap hack allowing pipe to shoe freely.
When # 905 threads are exposed in woad, insali ggpE3 backing nut.
FAS7ENER5-
•WOOL?' ll"L Listed per NFPA 13
CPVC pip. -E905 screw- no praddlL
Capper pipe • #9p5 screw • no pre•ddlE
Steal pips - S+a-xt 112" lag snatvr - nv pre•ddll RertruW
Thru 578" gypsum hoafd - 114"x2" lag screw
'STEEL' UL Listed per NF PA 13- mm 18 GA
CPVC Pipe - 114' or Atid TO Spew � I
CDppar pips • 114" or 914 Tsk straw
algal ,nips - 1!4" or 014 iek Stsovr
-CONCRETE' RBqulred ritinimum load each Taslener
TAe higher of 1701b5 or Slwtl+25W64
2
FEATURES-
" S 112" O}rsel -pipe wall Iv mounting surfava
" 314" and :" pipe raze made whh common cerdar-lino
' Leg design produces supenar s4anglTl
'Onset edge eliminates abrasion
' AFCDN #905 screw listed for wood has 5.1 e" ne><head - inrJuded
ORDERING •Pan #and pipe sire
514
Nominal Pipe Site {in.}
'Ira'
11fz'
2"
2'h'
3"
3'h"
4'
S"
6"
all
Steel pipe except threaded
lightwall
NIA
12'-0"
12'-0"
15'-0'
15'-i]"
15'-Q"
15'-0"
15'-0"
15-Q"
15'-0"
15'-0"
15'-[]"
Threaded lightwall steel
NIA
12'-D"
12'-0"
12'-0"
12'-Q"
12'-0"
12'-0"
NIA
NIA
NIA
NIA
NIA
pipe
Copper tube
8'-0"
8'-0"
10'-0"
14'-D"
12'-Q"
12'-0"
i Z-0"
15-0"
15'-0"
16-D'
151-D"
i 5'-D"
CPVC
5'-6"
5'-0"
fi'-B"
7-0"
8'-0"
9-0"
1D'-0"
NIA
NIA
NIA
NIA
NIA
Palybutylene (IPs)
NIA
3'-9"
4'-7"
5'-D"
5'-11"
NIA
NIA
NIA
NIA
NIA
NIA
Nip
Pnlybutylene (CTS)
2'-11"
3'-4"
3'-11"
4'-5'
5'-5"
NIA
NIA
NIA
NIA
NIA
NIA
NIA
Ductile Iron pipe
NIA
PJIA
NIA
NIA
Nr'A
15'-0"
NIA
NIA
16-D"
NIA
15'-0"
15-0"
rt. Tg
h
1-HR. AND 2-HR. GYPSUM WALL ASSEMBLY
STEEL - COPPER - C. P. V.C. HANGER
NOT TO SCALE
,SIZE & PIPE TYPE -
3l4" THRU 3" C.P.V.C. PIPE
LISTINGS -
UL LISTED, EX 4231, EX 2551
INSTALLATION - PER NFPA 13D
INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEIV
SPACE BY PIPE TYPE
314" - 3" CPVC PIPE -#9D5 SCREW - NO PRE -DRILL
in STEEL:
314" - 3" CPVC PIPE - 114" OR #14 TE}C SCREW
Nominal Pipe Sire (in.)
3r""
1"
1'l."
1'�"
2'
2'/:"
3"
3Y»
4"
5`
5"
B"
Steel pipe except threaded
lightwall
NIA
12'-Q"
12'�f}"
15'-D"
16-0"
15'-0"
16-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
Threaded lightwall steel
NlA
12'-0"
12'-D"
12'-0"
12'-0"
12'-{)'
12'4'
NIA
NIA
NIA
NIA
NIA
pipe
Copper tube
8'-0"
8'-0"
10'-0"
1 0'-0"
12'-Q"
12'-0"
12'-Q"
15'-0"
15'-0"
15'-0"
15'4"
154"
CPVC
5'-6"
6'-0'
6'-6"
7'-0"
$'-0"
g'•D"
10'-D"
NIA
NIA
NIA
NIA
NIA
Polybutytene (IPS)
NIA
3'-9"
4'-7`
5'-0'
5'-11"
NIA
NIA
NIA
NIA
NIA
NIA
NIA
Polybutylane (CTS)
2'-11"
3'-4'
3'-11"
4'-5"
5'-5`
NIA
NIA
NIA
NIA
NIA
NIA
NIA
Ductile iron pipe
NIA
NIA
NIA
NIA
NIA
15'-0"
NIA
NIA
15'-0"
NIA
15'-0"
154"
570 STEEL - COPPER - C. P. V.G. HANGER
NOT TO SCALE
1 0112 HCUR FIRE RATED THROUGH PENETRATION FIRESTCP FOR SINGLE
PLASTIC PIPE THROUGH GYPSUM WALLS USING
13LA2EMASTER CAULK &WALK
F R,4TlNG = t-HR, AND 2•HR.
T RA17NG=1-1-1R, AND 2-HR. DRAWING NOT TO SCALE
1. PRE -RATED GYPSUM WALL8OAR1]lSTIJg WALL ASSEMBLY
A) THE PRATING = i WOURIF THERE 15 ONE LAYER OF GYPSUM WALLBOARD.
8 THE F RATIN G � 2 HOUR 1F THERE ARE TWO LAYERS OF GYPSUM WALLBOARD.
2. PLASTIC PIPE - R] NOM.2' E71AM, (OR SMALLER) SCR, 40 PVC PIPE
61 NCM, 2" pIAM. (OR SMALLER) CPVC PIPE.
T E ANNULAR SPACE RANGE SHALL BE, MI N, 1147O MN(1-3f8'".
NOTE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.
3, BLAZEMASTER CAULK &WALK • MIN. 112" THICKNESS OF SEALANT APPLIED WITHIN OPEN iNG,
ApDCf TONAL SEALANT TO BE INSTALLED SUCH THAT A MIN. tl4"CROWN
IS FORMED AROUND THE PENETRATING ITEM,
NOTE: THE F Sr T RATINGS OF THE SYSTEM 15 EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY.
1.111rA1L SYSTEM NO. WL2151
FLOOR
AREA - 3,370 5Q. FT.
GARAGE AREA- 729 SQ, FT.
DESIGN AND INSTALLATION SHALL
CONFORM TO NFPA 13D, 2013 ED.
NOTES:
1. ALL HEAD SPACING TO BE 1606', UNLESS OTHERWISE
NOTED.
2. ALL PIPES TO BE $/," CPVC, UNLESS OTHERWISE NOTED_
3. PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA
13-9-3.4,
4. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY -
HANGER SPACING TO BE PER TABLES ON THIS Si -IFFY.
5. UPRIGHT PROTECTION TO BE PROVIDED AT ANY FAl1
WITHIN THE ATTIC. RISER PIPE AND FITTINGS TO I3E: !4'
CPVC WHICH WILL BE INSULATED ALL AROUND.
6_ ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE
PROVIDED WITH MIN_ 6" INSULATION ON THE ATTIC SIDE OF
THE PIPING TO AVOID EXPOSURE OF THE PIPING TO
TEMPERATURES IN EXCESS OF THE PIPES RATED
TEMPERATURE (2013 NFPA 130 7.7).
7, SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF
55sg1t. AND LESS. (SECTION 8.6.2.)
8. SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES
CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL
OF THE FOLLOWING REQUIREMENTS:
(1) THE AREA OF THE SPACE DOES NOT EXCEED 24sgft.
{2) THE LEAST DIMENSION DOES NO EXCEED aft.
(3) THE WALLS AND CEILINGS ARE SURFACED WITH
NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE
MATERIALS AS DEFINED IN NFPA 220.
9. $.2-5.3.2 THE DISTANCE SHALL BE MEASURED FROM THE
CENTER OF THE SPRINKLER TO THE CENTER OF THE
OBSTRUCTION.
10. 8.2.5.7 SHADOW AREAS SHALL BE PERMITTED IN THE
PROTECTION AREA OF A SPRINKLER AS LONG AS THE
CUMULATIVE DRY AREA ❑D NOT EXCEED TSsgft (1.4 sqm)
PER SPRINKLER.
LAJ
•
LICENSE NO. 684600
■
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
•
DESIGN, ENGINEERING AND
INSTALLATION
•
705 E. HARRISON ST., SUITE 240
CORONA, CA 921379
PH - 800-915-3473
FAQ(- 951.2I2-2535
•
The recipient of these plans
hereby acknowledges that all
plans, details, specifications or
methods of installation
contained in this set of plans is
the sole property of Fire
Sprinkler Systems, Inc- and
that any use at'ihls set'ar"plans
is prohibited and is a violation
of copyright laws, without first
reoeivfna eermissfon from Fire
cs
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JOB
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NO- 31335
DATE: 9115115
DRAWN gv: EC
ECT ION
'Y
�A
� GLAS CATION �C,1
Q
* I ENO.
' fi800
OF C AOFO����
SIZE - 24" 3C 36"
SCALD
IF SHEET IS LESS THAN
24" x 36" 1T IS A fiEDUCED
PRINT SCALE
REDUCE ACCORDINGLY
SHEET IC
PLAN 3
FIRE SPRINKLER PLAN
SHEET FP2 OF FP3
ZResidential
Connection Charge Estimate
Date:
September 3, 2015
Customer Name:
La Quinta Housing 1, LLC
Phone No. (949) 689-4388
Parcel No.
767-860-034
Geo. 06-07-15-4
Address:
55135 Autumn Valley Ct., La Quinta LID: 670398 Block No.
Lot No.
34
Size of Lot: 12,632 sq. ft. Tract No.
32742
Type of Service:
R-1: El Duplex:
❑ Triplex: ❑ Apts: ❑
SWSC:
$
173,617.78
Acres: 14.21 SWSC: $12,218.00
/acre
WSBFC:
$
-
SCC:
$
4,851.00
Treatment: $2,436/edu collection: $2,415/edu
Meter:
$
400.00
Meter size: 1 inch
Meter surcharge:
$
2,479.00
Service Size: 1 inch
Service:
$
-
Meter & Service:
$
_
Backflow:
$
-
Other:
$
(see explanation below)
Sewer Lateral:
$
Total:
$
181,347.78
Other:
Abandon / Relocate
Information Supplied By Customer 7
CVWD System Data
Domestic Water Demand*
Service Connection**
Max. Flow=
32 gpm
Max. Flow*= 32
gpm
Min. Pressure=
60 psi
Inlet Pressure 1= 87
psi
Fire Sprinkler Demand*
Outlet Pressure= 60
psi
Max. Flow=
31 gpm
Min. Pressure=
38.5 psi
Meter Size = 1
inch
System Type:
Service Size= 1
inch
Multi
Stand Alone
1 Prior to Pressure Reg-ulatinje Valve
** For Calculation Purposes- Service Connection includes:
* CVWD USES WORST
CASE CONDITION
Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve
Notes: Tract 32742 Monterra. Special Agreement, Credit on WSBFC, billed all SWSC 14.21 acres on lot 34, collect all
SCC. Per CVWD approved dwg 40762 a 1" service exists and per dwg 40759, a lateral. PZ 15-6602.
Technician: Sara Lopez Approved by: Date: 9/3/2015
cvwd-950
-__-![*irk.....
Z
Domestic Water System Flow Analysis
Coachella Valley Water District
75515 Hovley Lane East
Palm Desert, CA 92211
Domestic Water System Flow Analysis
(Hydraulic Model)
Requested By:
Fire Sprnkler Systems, Inc.
Date:
06/09/15
Address:
705 E. Harrison St.
APN:
Req. Fire Flow:
gpm at 20psi for hours.
Corona, CA 92879
Contact Name:
Jamie Biship
Project Name:
Monterra
Phone:
800-915-3473
Email:
jamleb@fireinc.net
Cell:
Domestic Water System
Flow Analysis on Hydrant located between 61-675 & 81-685 Brown Deer Park, La Quinta. PZ
Flow Analysis Location:
15-6412, WF:452070, Technician: Sara Lopez pia[; Sheet 64- I5- 4
Model Information
CVWD 2015
Model - PDD
Requested
Domestic
Flow Analysis Description
Test 1
Test 2
Test 3
Test 4 Flow
system flow
Elevation (Ft):
T 29
-
-29
available
without
exceeding
Steady State, Dynamic (psi):
88.24
88.24
Residual Pressure (psi):
86.33
86.33
--•
CVWD
Fire Flow Tested (gpm):
2500
3000
N/A
criteria.
Combined Total:
N/A
Model Junctions:
One new test Juction used to simulate hydrant -J1738
Duration:
3hours
Demand Conditions:
ESP _ Peak Day Demand (PDD)
Reservoir No./Level (s):
Res6726/SL26.73
Pumps Operating No'.s:
Pumps On
Pressure Zone and HGL:
Lake Cahuilla Pressure Zone (HGL 145')
Model:
ESP 2015 Domestic Water Hydraulic Model (24hr)
Comments: Several domestic water hydraulic model runs were performed at the requested location. There Is an existing 18-
inch diameter domestic waterline located In Brown Deer Park. The domestic water system Is capable of provkling
3000gpm for 3 hours at a minimum pressure of 20psl that satisfies CVWD's minimum pressure, velocity and/or
head loss criterla's. This simulated system flow analysis may not include all facilities that may be required for this
development/project. In addition, future project phases may affect the results. Please check with Development
I Service for further Information on all required facilities.
These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to
supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system,
meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual
flows or pressures. Due to continuous changes in the system, CVWD only considers this fire flow analysis valid for six months from
date of modelling/analysis.
Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2221.
Completed By: Date: 1 6/16/2015
Reviewed By: I At4gZM. 1 4��ti Date: '9—unE 17, 2015
Page 1 of 1 ENG DS-016
Z
(6/1/15)
FSS
FIRE SPRINKLER
SYSTEMS INC.
FIRE SPRINKLER SYSTEMS
705 E. HARRISON
CORONA, CA 92879
800-915-3473
Job Name
MONTERA
Building
PLAN 3
Location
55-135 AUTUMN VALLEY COURT
System
CALC AREA 1
Contract
31335
Data File
PI-3 CA1.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
FIRE SPRINKLER SYSTEMS Page 1
MONTERA Date 9/15/15
HYDRAULIC DESIGN INFORMATION SHEET
Name - MONTERA
Location - 55-135 AUTUMN VALLEY COURT
Date - 9/15/15
Building -
PLAN 3
System No. -
CALC AREA 1
Contractor
- WOODBRIDGE PACIFIC
Contract No.
- 31335
Calculated
By - EC
Drawing No.
- 31335
Construction: (X) Combustible (
) Non -Combustible Ceiling
Height 10
OCCUPANCY
- RESIDENTIAL
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( )
S ( ) Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point -
20
Listed Pres. at Start Point - 16.7
Psi
D MAXIMUM LISTED SPACING 20
x 20
E Domestic Flow Added -
5
S Additional Flow Added -
I Elevation at Highest Outlet -
G Note:
N
Calculation Gpm Required
Summary C-Factor Used
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 79.41
R Residual (Psi) - 77.69
Flow (Gpm) - 2500
S Elevation - 0
Gpm System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Gpm Sprinkler or Nozzle
Gpm Make REALIABLE Model RFC49
Feet Size 7/16" K-Factor 4.9
Temperature Rating 165
Psi Required At Test
Overhead 150 Underground 150
Pump Data: Tank or Reservoir:
Rated Cap. Cap.
@ Psi Elev.
Elev.
Other Well
Proof Flow Gpm
P Location: 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
FIRE SPRINKLER SYSTEMS
MONTERA
Page 2
Date 9/15/15
City Water Supply: Demand:
C1 - Static Pressure : 79.41 D1 - Elevation 5.630
C2 -Residual Pressure: 77.69 D2 - System Flow 20.024
C2 - Residual Flow 2500 D2 - System Pressure 51.154
Hose ( Demand ) : 5
D3 - System Demand : 25.024
Safety Margin 28.256
150
140
130
p 120
R 110
E 100
S 90
C1
C2
S 80
U 70
R 60
D2
E 50
D3
40
30
20
10
300 600 900 1200 1500 1800 2100 2400 2700
FLOW (NA1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
FIRE SPRINKLER SYSTEMS Page 3
MONTERA Date 9/15/15
Fitting Legend
Abbrev. Name
'/z
%
1
1%
1%:
2
2'/2
3
3'/z
4
5
6
8
10
12
14
16
18
20
24
Ctr * Copper Cplg/Tee-Run
0.5
0.5
0.5
1
1
1
1.5
1.5
2
2
2.5
3
0
0
0
0
0
0
0
0
E NFPA 13 90' Standard Elbow
1
2
2
3
4
5
6
7
8
10
12
14
18
22
27
35
40
45
50
61
G NFPA 13 Gate Valve
0.001
0.001
0.001
0.001
0.001
1
1
1
1
2
2
3
4
5
6
7
8
10
11
13
Pei * CPVC 90'EII Harvel-Spears
7
7
8
9
11
12
13
0
d
0
0
0
0
0
0
0
0
0
0
Ptb * CPVC Tee - Branch
3
3
5
6
8
10
12
15
0
0
0
0
0
0
0
0
0
0
0
0
Ptr * CPVC Coupling Tee - Run
1
1
1
1
1
1
2
2
0
0
0
0
0
0
0
0
0
0
0
0
S NFPA 13 Swing Check
0
0
5
7
9
11
14
16
19
22
27
32
45
55
65
T NFPA 13 90' Flow thru Tee
3
4
5
6
8
10
12
15
17
20
25
30
35
50
60
71
81
91
101
121
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
Inches
Feet
US Gallons per Minute
Pounds per Square Inch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
FIRE SPRINKLER SYSTEMS
MONTERA
Page 4
Date 9/15/15
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 79.41 77.69 2500.0 79.41 25.02
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
H.32
11.0
4.9 16.7 20.02
T.75
11.0
19.43
T.74
11.0
19.81
T.73
11.0
19.88
T.71
11.0
20.33
T.70
11.0
20.58
T.69
11.0
20.65
T.68
11.0
21.16
T.67
11.0
21.55
H.33
11.0
22.21
T.83
11.0
22.82
T.84
11.0
23.7
T.85
11.0
24.76
H.37
11.0
24.87
T.86
11.0
25.42
H.41
11.0
25.86
T.87
11.0
26.47
S.1
11.0
30.05
BOR
2.0
37.83 5.0
UG1
-2.0
40.22
MTR
-2.0
44.72
STR
-2.0
51.15
T.77
11.0
19.69
T.76
11.0
19.74
T.78
11.0
20.32
T.72
11.0
20.43
H.26
11.0
20.9
H.25
11.0
20.95
T.66
11.0
21.64
T.79
11.0
22.19
T.80
11.0
22.68
T.81
11.0
23.35
H.35
11.0
23.84
T.82
11.0
25.0
T.65
11.0
21.55
T.63
11.0
21.55
T.60
11.0
21.56
T.59
11.0
21.56
T.46
11.0
21.56
T.47
11.0
21.57
T.48
11.0
21.58
T.49
11.0
21.58
51.154
Notes
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
FIRE SPRINKLER SYSTEMS
MONTERA
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
T.54
11.0
21.58
T.55
11.0
21.59
T.53
11.0
21.6
T.58
11.0
21.6
T.57
11.0
21.6
T.56
11.0
21.61
T.52
11.0
21.61
H.8
11.0
21.62
T.51
11.0
21.62
T.50
11.0
21.62
T.64
11.0
21.63
Page 5
Date 9/15/15
Notes
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-William-s
FIRE SPRINKLER SYSTEMS l
MONTERA
Page 6
Date 9/15/15
Hyd.
Qa Dia.
Fitting
Pipe
Pt
Pt
Ref.
"C"
or
Ftng's
Pe
Pv `"' ""' Notes
Point
Qt Pf/Ft
Eqv. Ln.
Total
Pf
Pn
H.32
20.02
0.874
to
150.0
T.75
20.02
0.2099
T.75
-9.47
0.874
to
150.0
T.74
10.55
0.0642
T.74
0.0
0.874
to
150.0
T.73
10.55
0.0640
T.73
0.0
0.874
to
150.0
T.71
10.55
0.0641
Ptb 3.0 10.000 16.700
0.0 3.000 0.0
0.0 13.000 2.729
Ptr 1.0 5.000 19.429
0.0 1.000 0.0
0.0 6.000 0.385
0.0 1.000 19.814
0.0 0.0 0.0
0.0 1.000 0.064
Ptr 1.0 6.000 19.878
0.0 1.000 0.0
0.0 7.000 0.449
T.71
0.0
0.874
Ptr 1.0
3.000
20.327
to
150.0
0.0
1.000
0.0
T.70
10.55
0.0642
0.0
4.000
0.257
T.70
0.0
0.874
0.0
1.000
20.584
to
150.0
0.0
0.0
0.0
T.69
10.55
0.0640
0.0
1.000
0.064
T.69
0.0
0.874
Ptr 1.0
7.000
20.648
to
150.0
0.0
1.000
0.0
T.68
10.55
0.0641
0.0
8.000
0.513
T.68
0.0
0.874
Ptb 3.0
3.000
21.161
to
150.0
0.0
3.000
0.0
T.67
10.55
0.0642
0.0
6.000
0.385
T.67
-0.81
0.874
Ptr 1.0
11.000
21.546
to
150.0
0.0
1.000
0.0
H.33
_ 9.74
0.0553
_ 0.0
12.000
0.664
H.33
0.0
0.874
Ptr 1.0
10.000
22.210
to
150.0
0.0
1.000
0.0
T.83
9.74
0.0554
0.0
11.000
0.609
LU
T.84
T.84
T.85
to
H.37
H.37
to
T.86
0.0 0.874 Ptb 3.0 13.000 22.819
150.0 0.0 3.000 0.0
9.74 0.0553 0.0 16.000 0.885
0.0
0.874
Pel 7.0
12.000
23.704
150.0
0.0
7.000
0.0
9.74
0.0554
0.0
19.000
T1.000
_ 1.052
0.0
0.874
Ptr 1.0
24.756
150.0
0.0
1.000
0.0
9.74
0.0555
0.0
2.000
0.111
0.0
0.874
0.0
10.000
24.867
150.0
0.0
0.0
0.0
9.74
0.0553
0.0
10.000
0.553
T.86
0.0
0.874
Pel 7.0
1.000
25.420
to
150.0
0.0
7.000
0.0
H.41
9.74
0.0554
0.0
8.000
0.443
H.41
0.0
0.874
Ptb 3.0
7.000
25.863
to
150.0
Ptr 1.0
4.000
0.0
T.87
9.74
0.0554
0.0
11.000
0.609
K Factor = 4.90
Vel = 10.71
Vel = 5.64
Vel = 5.64
Vel = 5.64
Vel = 5.64
Vel = 5.64
Vel = 5.64
Vel = 5.64
Vel = 5.21
Vel = 5.21
Vel = 5.21
Vel = 5.21
Vel = 5.21
Vel = 5.21
Vel = 5.21
Vel = 5.21
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Willia�s
FIRE SPRINKLER SYSTEMS
MONTERA
Page 7
Date 9/15/15
Hyd.
Qa Dia.
Fitting
Pipe
Pt
Pt
Ref.
"C"
or
Ftng's
Pe
Pv *"**"' Notes
Point
Qt Pf/Ft
Eqv. Ln.
Total
Pf
Pn
T.87
to
S.1
S.1
to
BOR
BOR
to
UG1
UG1
to
MTR
MTR
to
STR
T.75
to
T.77
T.77
to
T.76
T.76
to
T.78
T.78
10.28
0.874
150.0
20.02
0.2099
0.0
1.101
150.0
20.02
0.0682
5.00
1.025
150.0
25.02
0.1460
0.0
1.59
150.0
25.02
0.0172
0.0
0.995
150.0
25.02
0.1686
0.0
25.02
9.48
0.874
150.0
9.48
0.0526
0.0
0.874
150.0
9.48
0.0530
T
8.053
9.000
26.472
0.0
8.052
0.0
0.0
17.052
3.580
Pei
7.0
9.000
30.052
2Ptr
2.0
18.562
5.898
S
9.563
27.562
1.879
Ctr
0.5
4.000
37.829
0.0
0.500
1.732
0.0
4.500
0.657
3E
17.062
70.000
40.218
0.0
17.062
3.000
_0.0 _
87.062
1.498
E
2.336
30.000
44.716
T
5.841
8.179
0.0
G
0.001
38.179
6.438
51.154
Ptr
1.0
4.000
19.429
0.0
1.000
0.0
0.0
5.000
0.263
0.0
1.000
19.692
0.0
0.0
0.0
0.0
1.000
0.053
0.0 0.874 Ptr 1.0 10.000 19.745
150.0 0.0 1.000 0.0
9.48 0.0525 0.0 11.000 0.578
0.0 0.874
0.0
150.0
0.0
9.48 0.0525
0.0
0.0 0.874
Ptr 1.0
to 150.0 0.0
H.26 9.48 0.0527 0.0
H.26
0.0
0.874
to
150.0
H.25
_ 9.48
0.0520
H.25
0.0
0.874
to
150.0
T.66
9.48
0.0526
T.66
0.80
0.874
to
150.0
T.79
10.28
0.0612
T.79
0.0
0.874
to
150.0
T.80
10.28
0.0611
2.000
20.323
0.0
0.0
2.000
0.105
8.000
20.428
1.000
0.0
9.000
0.474
1.000
20.902
0.0
0.0
1.000
0.052
Ptb 3.0
9.000
20.954
Ptr 1.0
4.000
0.0
0.0
13.000
0.684
Ptr 1.0
8.000
21.638
0.0
1.000
0.0
0.0
9.000
0.551
0.0 8.000 22.189
0.0 0.0 0.0
0.0 8.000 0.489
Vel = 10.71
* * Fixed Loss = 2
Vel = 6.75
Qa=5
Vel = 9.73
* * Fixed Loss = 3
Vel = 4.04
Vel = 10.32
K Factor = 3.50
Vel = 5.07
Vel-= 5.07
Vel = 5.07
Vel = 5.07
Vel = 5.07
Vel = 5.07
Vel = 5.07
Vel = 5.50
Vel = 5.50
T.80
0.0
0.874
Ptr 1.0
3.000
22.678
to
150.0
Pei 7.0
8.000
0.0
T.81
10.28
0.0612
0.0
11.000
0.673 Vel = 5.50
T.81
0.0
0.874
Ptr 1.0
7.000
23.351
to
150.0
0.0
1.000
0.0
H.35
10.28
0.0612
0.0
8.000
0.490 Vel = 5.50
Computer
Programs by Hydratec Inc. Route 111
Windham N.H. USA 03087
Final Calculations - Hazen -Willi 7s
FIRE SPRINKLER SYSTEMS
Page
8
MONTERA
Date
9/15/15
Hyd.
Oa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
*******
Notes
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
H.35
0.0
0.874
0.0
19.000
23.841
to
150.0
0.0
0.0
0.0
T.82
10.28
0.0612
0.0
19.000
1.162
Vel =
5.50
T.82
0.0
0.874
Ptr
1.0
16.000
25.003
to
150.0
Pei
7.0
8.000
0.0
T.87
10.28
0.0612
0.0
24.000
1.469
Vel =
5.50
0.0
10.28
26.472
K Factor =
2.00
T.67
0.81
0.874
Ptr
1.0
2.000
21.546
to
150.0
0.0
1.000
0.0
T.65
0.81
0.0003
0.0
3.000
0.001
Vel =
0.43
T.65
0.0
0.874
Ptr
1.0
9.000
21.547
to
150.0
0.0
1.000
0.0
T.63
0.81
0.0006
0.0
10.000
0.006
Vel =
0.43
T.63
0.0
0.874
Ptr 1.0
3.000
21.553
to
150.0
0.0
1.000
0.0
T.60
0.81
0.0005
0.0
4.000
0.002
T.60
0.0
0.874
Ptr 1.0
5.000
21.555
to
150.0
0.0
1.000
0.0
T.59
0.81
0.0005
0.0
6.000
0.003
T.59
0.0
0.874
Ptr 1.0
5.000
21.558
to
150.0
0.0
1.000
0.0
T.46
0.81
0.0007
0.0
6.000
0.004
T.46
0.0
0.874
Ptb 3.0
20.000
21.562
to
150.0
0.0
3.000
0.0
T.47
0.81
0.0005
0.0
23.000
0.012
T.47
0.0
0.874
Ptr 1.0
1.000
21.574
to
150.0
0.0
1.000
0.0
T.48
0.81
0.0010
0.0
2.000
0.002
T.48 0.0 0.874 0.0 2.000 21.576
to 150.0 0.0 0.0 0.0
T.49 0.81 0.0005 0.0 2.000 0.001
Vel = 0.43
Vel = 0.43
Vel = 0.43
Vel = 0.43
Vel = 0.43
Vel = 0.43
T.49
0.0
0.874
Pei
7.0
1.000
21.577
to
150.0
0.0
7.000
0.0
T.54
0.81
0.0005
0.0
8.000
0.004
Vel =
0.43
T.54
0.0
0.874
Pei
7.0
7.000
21.581
to
150.0
0.0
7.000
0.0
T.55
0.81
0.0006
0.0
14.000
0.008
Vel =
0.43
T.55
0.0
0.874
Ptr
1.0
6.000
21.589
to
150.0
Pei
7.0
8.000
0.0
T.53
0.81
0.0006
0.0
14.000
0.008
Vel =
0.43
T.53
0.0
0.874
0.0
1.000
21.597
to
150.0
0.0
0.0
0.0
T.58
0.81
0.0
0.0
1.000
0.0
Vel =
0.43
T.58
0.0
0.874
Pei 7.0
6.000
21.597
to
150.0
0.0
7.000
0.0
T.57
0.81
0.0005
0.0
13.000
0.007 Vel = 0.43
T.57
0.0
0.874
Ptr 1.0
6.000
21.604
to
150.0
Pei 7.0
8.000
0.0
T.56
0.81
0.0006
0.0
14.000
0.008 Vel = 0.43
Computer
Programs by Hydratec Inc. Route 111
Windham N.H. USA 03087
Final Calculations - Hazen-WilliaT.5
FIRE SPRINKLER SYSTEMS
MONTERA
Page 9
Date 9/15/15
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
I.C.
or
Ftng's
Pe Pv
" "'''
Notes
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
T.56
0.0
0.874
0.0
1.000
21.612
to
150.0
0.0
0.0
0.0
T.52 _
0.81
0.0010
0.0
1.000
0.001
Vel =
0.43
T.52
0.0
0.874
Pel
7.0
7.000
21.613
to
150.0
0.0
7.000
0.0
H.8
0.81
0.0005
0.0
14.000
0.007
Vel =
0.43
H.8
0.0
0.874
Ptr
1.0
1.000
21.620
to
150.0
0.0
1.000
0.0
T.51
0.81
0.0010
0.0
2.000
0.002
Vel =
0.43
T.51
0.0
0.874
0.0
5.000
21.622
to
150.0
0.0
0.0
0.0
T.50
0.81
0.0004
0.0
5.000
0.002
Vel =
0.43
T.50
0.0
0.874
Ptr
1.0
16.000
21.624
to
150.0
0.0
1.000
0.0
T.64
0.81
0.0006
0.0
17.000
0.010
Vel =
0.43
T.64 0.0 0.874 Ptr 1.0 7.000 21.634
to 150.0 0.0 1.000 0.0
T.66 0.81 0.0005 0.0 8.000 0.004 Vel = 0.43
0.0
0.81 21.638
K Factor = 0.17
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
FSS
FIRESPRINKLER
SYSTEMS INC.
FIRE SPRINKLER SYSTEMS
705 E. HARRISON
CORONA, CA 92879
800-915-3473
Job Name
MONTERA
Building
PLAN 3
Location
55-135 AUTUMN VALLEY COURT
System
CALC AREA 2
Contract
31335
Data File
PL3 CA2.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
FIRE SPRINKLER SYSTEMS
MONTERA
HYDRAULIC DESIGN INFORMATION SHEET
Name - MONTERRA
Date - 9/15/15
Location - 55-135 AUTUMN VALLEY COURT
Building - PLAN 3
System No. - CALC AREA 2
Contractor - WOODBRIDGE PACIFIC
Contract No. - 31335
Calculated By - EC
Drawing No. - 31335
Construction: (X) Combustible
( ) Non -Combustible Ceiling Height 10
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ( )NFPA
13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing:
( )1 (X)2 ( )4 ( )
S ( ) Other
T ( )Specific Ruling
Made by Date
E
M Listed Flow at Start Point
- 13 Gpm System Type
Listed Pres. at Start Point - 7
Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16
x 16 ( ) Deluge ( ) PreAction
E Domestic Flow Added
- 5 Gpm Sprinkler or Nozzle
S Additional Flow Added
- Gpm Make REALIABLE Model RFC49
I Elevation at Highest Outlet
- Feet Size 7/16" K-Factor 4.9
G Note:
Temperature Rating 165
N
Calculation Gpm Required
Summary C-Factor Used:
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 79.41
R Residual (Psi) - 77.69
Flow (Gpm) - 2500
S Elevation - 0
Psi Required At Test
Overhead 150 Underground 150
Pump Data: Tank or Reservoir:
Rated Cap. Cap.
Q Psi Elev.
Elev.
Other Well
Proof Flow Gpm
P Location: 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
P
L Source of Information:
Y
Page 1
Date 9/15/15
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
FIRE SPRINKLER SYSTEMS
MONTERA
Page 2
Date 9/15/15
City Water Supply: Demand:
C1 - Static Pressure : 79.41 D1 - Elevation 5.630
C2 - Residual Pressure: 77.69 D2 - System Flow 27.13
C2 - Residual Flow 2500 D2 - System Pressure 57.520
Hose ( Demand ) : 5
D3 - System Demand : 32.13
Safety Margin 21.889
150
140
130
P 120
R 110
E 100
S 90
C1
C2
S 80
U 70
R 60
E 50 D3
40
30
20
10
300 600 900 1200 1500 1800 2100 2400 2700
FLOW (N ^ 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
FIRE SPRINKLER SYSTEMS Page 3
MONTERA Date 9/15/15
Fitting Legend
Abbrev. Name '/: '/ 1 1'/< 1%2 2 2'/2 3 3'/: 4 5 6 8 10 12 14 16 18 20 24
Ctr'
Copper Cplg/Tee-Run
0.5
0.5
0.5
1
1
1
1.5
1.5
2
2
2.5
3
0
0
0
0
0
0
0
0
E
NFPA 13 90' Standard Elbow
1
2
2
3
4
5
6
7
8
10
12
14
18
22
27
35
40
45
50
61
G
NFPA 13 Gate Valve
0.001
0.001
0.001
0.001
0.001
1
1
1
1
2
2
3
4
5
6
7
8
10
11
13
Pel "
CPVC 90'EII Harvel-Spears
7
7
8
9
11
12
13
0
0
0
0
0
0
0
0
0
0
0
0
Ptb'
CPVC Tee - Branch
3
3
5
6
8
10
12
15
0
0
0
0
0
0
0
0
0
0
0
0
Ptr *
CPVC Coupling Tee - Run
1
1
1
1
1
1
2
2
0
0
0
0
0
0
0
0
0
0
0
0
S
NFPA 13 Swing Check
0
0
5
7
9
11
14
16
19
22
27
32
45
55
65
T
NFPA 13 90' Flow thru Tee
3
4
5
6
8
10
12
15
17
20
25
30
35
50
60
71
81
91
101
121
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
Inches
Feet
US Gallons per Minute
Pounds per Square Inch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
FIRE SPRINKLER SYSTEMS
MONTERA
Page 4
Date 9/15/15
SUPPLYANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 79.41 77.69 2500.0 79.409 32.13 57.52
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H.1
11.0
4.9 7.04 13.0
T.45
11.0
7.13
H.6
11.0
8.36
T.44
11.0
8.83
T.46
11.0
9.87
T.59
11.0
10.87
T.60
11.0
11.86
T.63
11.0
12.52
T.65
11.0
14.18
T.67
11.0
14.67
H.33
11.0
15.89
T.83
11.0
17.0
T.84
11.0
18.62
T.85
11.0
20.54
H.37
11.0
20.74
T.86
11.0
21.75
H.41
11.0
22.56
T.87
11.0
23.67
S.1
11.0
29.95
BOR
2.0
39.14 5.0
UG1
-2.0
41.92
MTR
-2.0
47.3
STR
-2.0
57.52
H.2
11.0
4.9 8.31 14.13
T.48
11.0
9.53
T.49
11.0
9.63
T.54
11.0
10.06
T.55
11.0
10.8
T.53
11.0
11.54
T.58
11.0
11.59
T.57
11.0
12.28
T.56
11.0
13.03
T.52
11.0
13.08
H.8
11.0
13.82
T.51
11.0
13.93
T.50
11.0
14.19
T.64
11.0
15.09
T.66
11.0
15.52
T.79
11.0
16.45
T.80
11.0
17.27
T.81
11.0
18.41
H.35
11.0
19.23
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
FIRE SPRINKLER SYSTEMS
MONTERA
NODE ANALYSIS (cont.)
Page 5
Date 9115/15
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
T.82
11.0
21.19
T.47
11.0
9.55
T.68
11:0
14.74
T.69
11.0
14.83
T.70
11.0
14.84
T.71
11.0
14.89
T.73
11.0
14.97
T.74
11.0
14.98
T.75
11.0
15.05
T.77
11.0
15.1
T.76
11.0
15.11
T.78
11.0
15.24
T.72
11.0
15.26
H.26
11.0
15.36
H.25
11.0
15.37
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
FIRE SPRINKLER SYSTEMS
MONTERA
Page 6
Date 9/15/15
Hyd.
Ref.
Point
Qa
Qt
Dia.
"C"
Pf/Ft
Fitting
or
Eqv.
Ln.
Pipe
Ftng's
Total
Pt Pt
Pe Pv
Pf Pn
`"""°
Notes
H.1
13.00
0.874
0.0
1.000
7.040
K Factor = 4.90
to
150.0
0.0
0.0
0.0
T.45
13.0
0.0940
0.0
1.000
0.094
Vel =
6.95
T.45
0.0
0.874
Pei
7.0
5.000
7.134
to
150.0
Ptr
1.0
8.000
0.0
H.6
13.0
0.0945
0.0
13.000
1.228
Vel =
6.95
H.6
0.0
0.874
Ptr
1.0
4.000
8.362
to
150.0
0.0
1.000
0.0
T.44
13.0
0.0944
0.0
5.000
0.472
Vel =
6.95
T.44
0.0
0.874
Ptr
1.0
7.000
8.834
to
150.0
Ptb
3.0
4.000
0.0
T.46
13.0
0.0945
0.0
11.000
1.039
Vel =
6.95
T.46
4.61
0.874
Ptr
1.0
5.000
9.873
to
150.0
0.0
1.000
0.0
T.59
17.61
0.1655
0.0
6.000
0.993
Vel =
9.42
T.59
0.0
0.874
Ptr
1.0
5.000
10.866
to
150.0
0.0
1.000
0.0
T.60
17.61
0.1655
0.0
6.000
0.993
Vel =
9.42
T.60
0.0
0.874
Ptr
1.0
3.000
11.859
to
150.0
0.0
1.000
0.0
T.63
17.61
0.1658
0.0
4.000
0.663
Vel =
9.42
T.63
0.0
0.874
Ptr
1.0
9.000
12.522
to
150.0
0.0
1.000
0.0
T.65
17.61
0.1655
0.0
10.000
1.655
Vel =
9.42
T.65
0.0
0.874
Ptr
1.0
2.000
14.177
to
150.0
0.0
1.000
0.0
T.67
17.61
0.1657
0.0
3.000
0.497
Vel =
9.42
T.67
-4.12
0.874
Ptr
1.0
11.000
14.674
to
150.0
0.0
1.000
0.0
H.33
13.49
0.1011
0.0
12.000
1.213
Vel =
7.21
H.33
0.0
0.874
to
150.0
T.83
13.49
0.1011
T.83
0.0
0.874
to
150.0
T.84
13.49
0.1011
T.84
0.0
0.874
to
150.0
T.85
13.49
0.1011
T.85
0.0
0.874
to
150.0
H.37
13.49
0.1010
H.37
0.0
0.874
to
150.0
T.86
13.49
0.1011
T.86
0.0
0.874
to
150.0
H.41
13.49
0.1011
Ptr
1.0
10.000
15.887
0.0
1.000
0.0
0.0
11.000
1.112
Ptb
3.0
13.000
16.999
0.0
3.000
0.0
0.0
16.000
1.617
Pei
7.0
12.000
18.616
0.0
7.000
0.0
0.0
19.000
1.921
Ptr
1.0
1.000
20.537
0.0
1.000
0.0
0.0
2.000
0.202
0.0 10.000 20.739
0.0 0.0 0.0
0.0 10.000 1.011
Pei 7.0 1.000 21.750
0.0 7.000 0.0
0.0 8.000 0.809
Vel = 7.21
Vel = 7.21
Vel = 7.21
Vel = 7.21
Vel = 7.21
Vel = 7.21
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
FIRE SPRINKLER SYSTEMS Page 7
MONTERA Date 9/15/15
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *****"* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
H.41
0.0
0.874
to
150.0
T.87
13.49
0.1011
T.87
13.64
0.874
to
150.0
S.1
27.13
0.3682
S.1
0.0
1.101
to
150.0
BOR
27.13
0.1196
BOR
5.00
1.025
to
150.0
UG1
32.13
0.2318
UG1 0.0 1.59
to 150.0
MTR 32.13 0.0273
MTR
to
STR
0.0 0.995
150.0
32.13 0.2678
0.0
32.13
Ptb 3.0 7.000
Ptr 1.0 4.000
0.0 11.000
T
8.053
9.000
0.0
8.052
0.0
17.052
Pei
7.0
9.000
2Ptr
2.0
18.562
S
9.563
27.562
Ctr
0.5
4.000
0.0
0.500
0.0
4.500
3E
17.062
70.000
0.0
17.062
0.0
87.062
E
2.336
30.000
T
5.841
8.179
G
0.001
38.179
H.2
14.13
0.874
Ptb
3.0
to
150.0
0.0
T.48
14.13
0.1102
0.0
T.48
-4.61
0.874
0.0
to
150.0
0.0
T.49
9.52
0.0530
0.0
T.49
0.0
0.874
Pei
7.0
to
150.0
0.0
T.54
9.52
0.0530
0.0
T.54
0.0
0.874
Pei
7.0
to
150.0
0.0
T.55
9.52
0.0531
0.0
T.55
0.0
0.874
Ptr
1.0
to
150.0
Pei
7.0
T.53
9.52
_ 0.0530
0.0
T.53
0.0
0.874
0.0
to
150.0
0.0
T.58
9.52
0'.0530
0.0
T.58
0.0
0.874
Pei
7.0
to
150.0
0.0
T.57
9.52
0.0531
0.0
T.57
0.0
0.874
Ptr
1.0
to
150.0
Pei
7.0
T.56
9.52
0.0530
0.0
T.56
0.0
0.874
0.0
to
v in n
n n
T.52
T.52
to
H.8
8.000
3.000
11.000
2.000
0.0
2.000
22.559
0.0
1.112 Vel = 7.21
23.671
0.0
6.279
Vel = 14.51
29.950
5.898
* * Fixed Loss = 2
3.296
Vel = 9.14
39.144
Qa = 5
1.732
1.043
Vel = 12.49
41.919
3.000 * * Fixed Loss = 3
2.378 Vel = 5.19
47.297
0.0
10.223 Vel = 13.26
57.520 K Factor = 4.24
8.314
0.0
1.212
9.526
0.0
0.106
1.000
9.632
7.000
0.0
_ 8.000
0.424
7.000
10.056
7.000
0.0
14.000
0.743
6.000
10.799
8.000
0.0
14.000
0.742
1.000 11.541
0.0 0.0
1.000 0.053
6.000
7.000
13.000
6.000
8.000
14.000
1.000
0.0
1.000
K Factor = 4.90
Vel = 7.56
Vel = 5.09
Vel = 5.09
Vel = 5.09
Vel = 5.09
Vel = 5.09
11.594
0.0
0.690 Vel = 5.09
12.284
0.0
0.742 Vel = 5.09
13.026
0.0
0.053 Vel = 5.09
0.0 0.874 Pei 7.0 7.000 13.079
150.0 0.0 7.000 0.0
9.52 0.0531 0.0 14.000 0.743 Vel = 5.09
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Willis
FIRE SPRINKLER SYSTEMS Page 8
MONTERA Date 9/15/15
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *" " Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
H.8 0.0 0.874 Ptr 1.0 1.000 13.822
to 150.0 0.0 1.000 0.0
T.51 9.52 0.0530 0.0 2.000 0.106
T.51
0.0
0.874
0.0
5.000
13.928
to
150.0
0.0
0.0
0.0
T.50
9.52
0.0530
0.0
5.000
0.265
T.50
0.0
0.874
Ptr 1.0
16.000
14.193
to
150.0
0.0
1.000
0.0
T.64
9.52
0.0531
0.0
17.000
0.902
T.64
0.0
0.874
to
150.0
T.66
9.52
0.0530
T.66
4.12
0.874
to
150.0
T.79
_ 13.64
0.1032
T.79
0.0
0.874
to
150.0
T.80
13.64
0.1031
Ptr 1.0
7.000
15.095
0.0
1.000
0.0
0.0
8.000
0.424
Ptr 1.0
8.000
15.519
0.0
1.000
0.0
0.0
9.000
0.929
0.0
8.000
16.448
0.0
0.0
0.0
0.0
8.000
0.825
Vel = 5.09
Vel = 5.09
Vel = 5.09
Vel = 5.09
Vel = 7.29
Vel = 7.29
T.80
0.0
0.874
Ptr 1.0
3.000
17.273
to
150.0
Pei 7.0
8.000
0.0
T.81
13.64
0.1032
0.0
11.000
1.135 Vel = 7.29
T.81
0.0
0.874
Ptr 1.0
7.000
18.408
to
150.0
0.0
1.000
0.0
H.35
13.64
0.1032
0.0
8.000
0.826 Vel = 7.29
H.35
0.0
0.874
0.0
19.000
19.234
to
150.0
0.0
0.0
0.0
T.82
13.64
0.1032
0.0
19.000
1.960 Vel = 7.29
T.82 0.0 0.874
to 150.0
T.87 _ 13.64 0.1032
0.0
13.64
T.48
4.61
0.874
to
150.0
T.47
4.61
0.0140
T.47
0.0
0.874
to
150.0
T.46
4.61
0.0139
0.0
4.61
Ptr
1.0
16.000
21.194
Pei
7.0
8.000
0.0
0.0
24.000
2.477
23.671
Ptr
1.0
1.000
9.526
0.0
1.000
0.0
0.0
2.000
0.028
Ptb
3.0
20.000
9.554
0.0
3.000
0.0
0.0
23.000
0.319
9.873
Vel = 7.29
K Factor = 2.80
Vel = 2.47
Vel = 2.47
K Factor = 1.47
T.67
4.12
0.874
Ptb 3.0
3.000
14.674
to
150.0
0.0
3.000
0.0
T.68
4.12
0.0112
0.0
6.000
0.067 Vel = 2.20
T.68
0.0
0.874
Ptr 1.0
7.000
14.741
to
150.0
0.0
1.000
0.0
T.69
4.12
0.0114
0.0
8.000
0.091 Vel = 2.20
T.69
0.0
0.874
0.0
1.000
14.832
to
150.0
0.0
0.0
0.0
T.70
4.12
0.0110
0.0
1.000
0.011 Vel = 2.20
Computer
Programs by Hydratec Inc. Route 111
Windham N.H. USA 03087
Final Calculations - Hazen -Williams
FIRE SPRINKLER SYSTEMS
MONTERA
Page 9
Date 9/15/15
Hyd.
Qa Dia.
Fitting
Pipe
Pt
Pt
Ref.
"C"
or
Ftng's
Pe
Pv ""' Notes
Point
Qt Pf/Ft
Eqv. Ln.
Total
Pf
Pn
T.70
to
T.71
T.71
to
T.73
T.73
to
T.74
T.74
to
T.75
T.75
to
T.77
T.77
T.78
T.78
to
T.72
0.0
0.874
Ptr
1.0
3.000
14.843
150.0
0.0
1.000
0.0
4.12
0.0112
0.0
4.000
0.045
0.0
0.874
Ptr
1.0
6.000
14.888
150.0
0.0
1.000
0.0
4.12
0.0113
0.0
7.000
0.079
0.0
0.874
0.0
1.000
14.967
150.0
0.0
0.0
0.0
4.12
0.0110
0.0
1.000
0.011
0.0
0.874
Ptr
1.0
5.000
14.978
150.0
0.0
1.000
0.0
4.12
0.0113
0.0
6.000
0.068
0.0
0.874
Ptr
1.0
4.000
15.046
150.0
0.0
1.000
0.0
4.12
0.0112
0.0
5.000
0.056
0.0
0.874
0.0
1.000
15.102
150.0
0.0
0.0
0.0
4.12
0.0110
0.0
1.000
0.011
0.0 0.874
Ptr 1.0
10.000
15.113
150.0
0.0
1.000
0.0
4.12 0.0113
0.0
11.000
0.124
0.0 0.874 0.0 2.000 15.237
150.0 0.0 0.0 0.0
4.12 0.0115 0.0 2.000 0.023
T.72
0.0
0.874
Ptr 1.0
8.000
15.260
to
150.0
0.0
1.000
0.0
H.26
4.12
0.0112
0.0
9.000
0.101
H.26
0.0
0.874
0.0
1.000
15.361
to
150.0
0.0
0.0
0.0
H.25
4.12
0.0120
0.0
1.000
0.012
H.25
0.0
0.874
Ptb 3.0
9.000
15.373
to
150.0
Ptr 1.0
4.000
0.0
T.66
4.12
0.0112
0.0
13.000
0.146
0.0
4.12
15.519
Vel = 2.20
Vel = 2.20
Vel = 2.20
Vel = 2.20
Vel = 2.20
Vel = 2.20
Vel = 2.20
Vel = 2.20
Vel = 2.20
Vel = 2.20
Vel = 2.20
K Factor = 1.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Riverside County Fire Department Fire Protection Planning Section
Riverside Office: 2300 Markel St., Ste 150, Riverside, CA 92501 Ph. (951) 955.4777 Fax {951) 955-4886
Murriete Office: 39493 Los Alamos Rd , Ste A, Mumele, CA 92563 Ph. (951) W04160 Farr (051) 600-6164
Palm Desert Office: 77-933 Las Montanas Rd , # 201 Palm Desert, CA 9221 1-4131 Ph. (760) 4363-8986 (760) 863-7072
Date: 1/01b
To: LA QUINTA B&S
Fax:
Tract/Parcel Map #:
Permit/Lot #:
Job Site Address:
Fire Department Clearance/Release
MONTERRA #34
LAQ-15-RS-145
55135 AUTUMN VALLEY CT
LA QUINTA
XX Final For Recordation -RESIDENTIAL SPRINKLER SYSTEM
Release For Building Permit(s)
Shell Final Only (No Tenant)
XX Final For Occupancy
Building Plan Check Fees Paid
Building Plan Check Fees Not Paid
Other Fees
Fees Not Required
If you should have any questions, please contact the appropriate Riverside County Fire Protection
Planning office for further assistance.
Authorizing Signature For Release
KOHL HETRICK
Print Name
Form C — Revised 6/19/2014
Hetrick, Kohl@CALFIRE
Subject: 1. LAQ-I5-RS-145 - MONTERRA - RES SPK FINAL
Location: 55135 AUTUMN VALLEY COURT, LOT 34, LA QUINTA
Start: Thu 1/21/2016 8:00 AM
End: Thu 1/21/2016 9:00 AM
Recurrence: (none)
Organizer: Hetrick, Kohl@CALFIRE
Rep. Name: Carlos
Phone#: 800-915-3473
Co. Name:
Cell#: 951-847-2908
Fire Sprinkler Systems, Inc.
CrossSt:
HYDRANT SYSTEM
PASS
FAIL
FIRE ALARM
PASS
FAIL
Thrust block pre -pour
Rough -wire inspection
Underground rough
Function test
Underground hydro
Duct detectors/velocity
Flush
24 hr. battery test
Final
Sprinkler monitoring
SPRINKLER U.G.
I Final
Thrust block pre -pour
SPECIAL SUPPRESSION
Underground rough
Door fan test
Underground hydro
Abort test
Flush
Mechanical shutdown
Final
Detector test
FIRE SPRINKLER
Deluge/pre-action
Weld inspection
Final
Overhead rough piping
UST/AST TANK
Overhead hydro
Installation
UG flush / OK to connect
Removal
Main drain/inspect. Test
Emer e cy shut off
High pile storage
Primary piping
In-racksprinklers
I Secondwy piping
Hose racks
Dispensers & shear valves
X
Final
Final
KITCHEN HOOD EXTINGUISHING
MISC. INSPECTION
Detections stem
Spray booths
Function Test
Hood/duct extinguishing
Gas/Electrical shut-off
High pile rack storage
Nozzle model/placement
H.P. vents/access/corridors
Fire alarm connection
Tract access/hydrant verification
Final
Other:
SPRAY BOOTHS
KNOX SYSTEM
Installation
Buildinq Knox box
Air flow test
Gate access Knox box/padlock
Mechanical interlock
BUILDING INSPECTIONS
Extinguishing system
T/I final
Fire alarm connection
Shell final
Final
Final for occupancy
Start Time:
Finish Time:
Start Time:
Finish Time:
1
Cervantes, Thomas@CALFIRE
Subject: LAQ-I5-RS-145 - MONTERRA/ LOT 34 - RES OH ROUGH/ HYDRO
Location: 55135 AUTUMN VALLEY COURT, LOT 34, LA QUINTA
Start: Fri 10/16/2015 2:00 PM
End: Fri 10/16/2015 3:00 PM
Recurrence: (none)
Organizer: Cervantes, Thomas@CALFIRE
Rep. Name: Carlos
Phone#:
Co. Name:
Cel I#: 951-847-2908
FSS
%_P1UJSJ1.
J
HYDRANT SYSTEM
PASS
FAIL
FIRE ALARM
PASS
FAIL
Thrust block pre -pour
Rou h-wire inspection
Under round rough
Function test
Underground hydro
Duct detectors/veloci
Flush
24 hr. battery test
Final
Sprinkler monitoring
SPRINKLER U.G.
Final
Thrust block re -pour
SPECIAL SUPPRESSION
Underground rough
I
Door fan test
Underground hydro
Abort test
Flush
Mechanical shutdown
Final
Detector test
FIRE SPRINKLER
Deluge/pre-action
Weld inspection
Final
X
Overhead rough piping
JC
UST/AST TANK
X
I Overhead hydro
Installation
UG flush / OK to connect
Removal
Main drain/inspect. Test
Emergency shut off
High pile storage
Primary piping
In-racksprinklers
Secondary piping
Hose racks
Dispensers & shear valves
Final
Final
KITCHEN HOOD EXTINGUISHING
MISC. INSPECTION
Detections stem
Spray booths
Function Test
Hood/duct extinguishing
Gas/Electrical shut-off
High pile rack storage
Nozzle model/placement
H.P. vents/access/corridors
Fire alarm connection
I Tract access/hydrant verification
Final
Other:
SPRAY BOOTHS
KNOX SYSTEM
Installation
Building Knox box
Air flow test
Gate access Knox box/padlock
Mechanical interlock
BUILDING INSPECTIONS
Extinguishing system
T/I final
Fire alarm connection
I Shell final
Final
Final for occupancy
Start Time:
Finish Time:
Start Time:
Finish Time:
1
PROUDLY SERVING THE
UNINCORPORATED AREAS
OF RIVERSIDE COUNTY
AND THE CITIES OF:
BANNING
BEAUMONT
CALIMESA
CANYON LAKE
COACHELLA
DESERT HOT SPRINGS
EASTVALE
INDIAN WELLS
INDIO
LAKE ELSINORE
LA QUINTA
MENIFEE
MORENO VALLEY
PALM DESERT
PERRIS
RANCHO MIRAGE
RUBIDOUx CSD
SAN JACINTO
TEMECULA
WILDOMAR
BOARD OF
SUPERVISORS:
BOB BUSTER
DISTRICT 1
JOHN TAVAGLIONE
DISTRICT 2
JEFF STONE
DISTRICT 3
JOHN BENOIT
DISTRICT 4
MARION ASHLEY
DISTRICT 5
RIVERSIDE COUNTY FIR' DEPARTMENT
IN COOPERATION WITH
THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION
77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 ■ Phone (760) 863-8886
• Fax (760) 863-7072
www.rvcfire.org
September 21, 2015
Fire Sprinkler Systems, Inc.
Re: Residential Fire Sprinkler Plan Review
LAQ-1 5-RS-1 45 Monterra 55135 Autumn Valley Ct. Plan 3 Lot 34 La Quinta, CA
The sprinkler plans you submitted for the above referenced project have been reviewed by
Riverside County Fire Department Planning & Engineering personnel and are approved with
the following conditions:
Permanently marked identification signs shall be attached.
The following inspections/tests are required to be witnessed by the Fire Department Planning
Division staff:
(a) Overhead Rough and Hydro static test: All piping shall be visible and
pumped at normal operating pressure.
(b) Final inspection.
The Fire Department job card, approved plans and conditions letter must be at the job site or
NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire
Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection
date.
All questions regarding the meaning of these conditions should be referred to the Fire
Department Planning & Engineering staff at (760) 863-8886.
Applicant/installer shall be responsible to contact the Fire Department to schedule inspection.
Sincerely,
Jacqueline Palmieri
Fire Safety Specialist
.I
Riverside County Fire Department
Riverside Office:
2300 Market Street, Ste. 150
Riverside, CA 92501
Phone: (951) 955-4777 Fax: (951) 955-4886
PLAN REVIEW FORM
[ZI New ❑ Re -Submittal # ❑ As-builts
Permit No. lf\�-t�-Rs-lqs
Project Information (Please Print) C-i+q# BPF_S2o1 5 -0090
Fire Protection Planning
Palm Desert Office:
77-933 Las Montanas Rd., Ste 201
Palm Desert CA 92211
Phone: (760) 863-8886 - Fax: (760) 863-7072
Rivers189WA Fire
Office of the Fire Marshal
SEP 16 2015
Re eived
By Pl,n eceiv_e
MONTERRA / TRACT 32742 / PLAN 3 vvujlru�" W! Sy 9.v
Project Name: I have read and understand that Fire Dept. fees are
LOT 34 / 55-135 AUTUMN VALLEY COURT Deposit Based Fees and there may be additional
Address: money due prior to or after project final.
LA QUINTA, CA Sign:
City & Zip: Print: JAMIC BISHIP
Contact Information Billing Information ❑ Same as Contact Info
CONTACT PERSON: JAMIE BISHIP BILL TO: 1=1RE SPRINKLER SYSTEMS, INC.
Mailing Address:
City & Zip
705 E. HARRISON ST., SUITE 200 Mailing Addr s: EO5E. Harrison St. Suite 200
CORONA, CA 92879 City & Zip Corona, CA 92879
Phone No.: 1-800-915-3473 Fax:
Email: jamieb@fireinc.net
Phone No.: 1-800-915-3473 Fax:
Email: jamieb@fireinc.net
The person listed on "Billing Information°' will receive ALL billing, correspondence an " refunds for any work billed to
this permit. Any changes in billing information must be made in writing to our office.
Tian Keview type (Check appropriate items)
❑ Commercial ❑ Industrial El Residential ❑ Special Event ❑ Other
❑ Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water
El Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring O Fire Alarm System
❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site
❑ High Pile/Racks ❑ Other: SEE MASTER PERMITM MASTER PLAN TYPE 3
Storage 'rank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground
Office Use•
Fee Paid: (/6/
I P,
Called for Pick -Up
Reviewed by:
Date Paid:
I I J
Date:gld.;,/ s By:
Check#: 223 873
PC Review Date:
IT"Approved ❑ nied
Picked -Up
Received By: V
Plans Stamped: IYes ONO
rf1
Date: / �� By:
TIELW
Receipt#(OCR) 9aa8-05
Letter Attached: es ONO
Job Card Included:yyes ONO
Shipped By /Method
'a 61y x 3=A1 FW ToA a
-,/
Form 1 —Revised 10/27/2010
Visit us at www.rvcfire.or