FCMP2020-0001 Griffin Ranch Plan 5a u�tt
Project Details PROJECT NUMBER
` =�w City of La Qu i nta FCM P2020-0001
MoFT�• .
Description: GRIFFIN RANCH / MASTER FIRE SPRINKLER PLAN 5
(4154)
Status: APPROVED
Type: FIRE CONSTRUCTION MASTER PLAN
Status Date: 1/28/2020
Subtype: FIRE SPRINKLER MASTER PLAN
Applied: 1/28/2020
Address: 81181 MERV GRIFFIN WY
Approved: 2/18/2020
City, State, Zip: LA QUINTA,CA92253
Closed:
Project Manager:
Expired:
Details:
Pr DAYS
REVIEWS
III ACTIONS
INSPECTIONS
CONDITIONS
0 0
•
CHRONOLOGYTYPE
STAFF NAME
ACTION DATE
COMPLETION DATE
NOTES
NOTE
KOHL HETRICK
2/18/2020
2/18/2020
FIRE REVIEW ASSISTED BY AFM CHRIS COX
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST STE
200
CORONA
CA
92879
jamieb@fireinc.net
CONTRACTOR
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST STE
200
CORONA
CA
92879
jamieb@fireinc.net
OWNER
IOTA GRIFFIN
4675 MACARTHUR CT
NO 1550
NEWPORT
BEACH
CA
0
Printed: Wednesday, February 15, 2023 2:56:55 PM 1 of 3 CENTRALSOLIARE
a u�tt
Project Details PROJECT NUMBER
` =�w City of La Qu i nta FCM P2020-0001
MoFT�•
CLTD
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
FIRE STAFF - PER HOUR
101-0000-42420
1.5
$241.50
$241.50
2/19/20
R59762
236666
CHECK
FIRE SPRINKLER
AHI
SYSTEMS INC
Total Paid for FIRE FEES: $241.50 $241.50
RECORDS
MANAGEMENT FEE -
101-0000-42416
0
$21.00
$21.00
2/19/20
R59762
236666
CHECK
FIRE SPRINKLER
AHI
SYSTEMS INC
MAJOR
Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00
TECHNOLOGY
502-0000-43611
0
$5.00
$5.00
2/19/20
R59762
236666
CHECK
FIRE SPRINKLER
AHI
ENHANCEMENT FEE
SYSTEMS INC
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES
DATE DATE
RETURNED
REVIEW TYPE
REVIEWER
SENT DATE
DUE DATE
STATUS
REMARKS
NOTES
DATE
1ST FIRE (2WK)
KOHL
1/28/2020
2/11/2020
2/18/2020
APPROVED
REVISED MASTER TRACT PLAN. APPLICANT
HETRICK
REFERENCED FSS2017-0037 - PLAN 5(4154).
1ST PERMIT
JACK LIMA
1/29/2020
1/30/2020
1/30/2020
COMPLETE
TECHNICIAN (1DAY)
:•RR •• •
IMF
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
11/18/2021
JOSE DELGADO
Fire Review
Application.pdf
Fire Review
Application.pdf
0
Printed: Wednesday, February 15, 2023 2:56:55 PM 2 of 3 CENTRALSOLIARE
° Project Details PROJECT NUMBER
yow City of La Qu i nta FCM P2020-0001
OFTt
ILOM
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
11/18/2021
JOSE DELGADO
Hydraulics Calculation
Hydraulics Calculation
0
Report.pdf
Report.pdf
DOC
4/28/2020
KAYLI ALFORD
31630-DE Master Plan
31630-DE Master Plan
0
41S4 (AsBuilt3).pdf
41S4 (AsBuilt3).pdf
Printed: Wednesday, February 15, 2023 2:56:55 PM 3 of 3 CENTRALSQUARE
a
Bulletin 006 Rev, I
W
Model RFC30 (SIN RA061 1) I C
Model RFC43 (SIN RA0612) CD
H 11abld
Model RFC49 (SIN RA0616)
Residential Flat Concealed
I Sprinklers
A Residential Fiat Concealed
Sprinkler englnewedfor a minimum
design density of 0.05 gpmV with
low GPM requimmerft
Features
Y.
1. Very low water flow requirements.
2. Cover plate attachment (Plain or Perforated)
witli 'ho (13mm) Total adjustment.
3. Thread-On[Thread-Off or Push-On/Thread
Off cover attachment option.
4. Smooth aesthetic ceiling profile.
5. Available in brass, chrome and black plated
or painted finishes.
Plain Cover Rate
Listings & Approval
1. Listed by Underwriters Laboratories, and
certified by UL for Canada (cULus)
UL Listing Categories
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......
.......... ...
................
Residential Automatic Sprinklers
UL Guide Number
VKKW
Product Description
Model RFC30, RFC43 and RFC49 Concealed Residen-
iial Sprinklers are fast response residential fusible solder
link automatic sprinklers. Residential sprinklers differ
from standard sprinklers primarily in their response time
and water distribution patterns.
Perforated Cover Plate
Model RFC30, RFC43 and RFC49 sprinklers discharge
water in a hemispherical pattern below the sprinkler de-
and positively attached and blends into the ceiling, con-
fiector, Residential distribution patterns are higher and
cealing the most dependable fire protection available, an
generally contain a finer droplet size than standard sprin-
automatic sprinkler system,
kler patterns.
The RFC30, RFC43 and RFC49 are UL Listed Residen-
The combination of speed of operation and high dis-
tial Sprinklers to be installed in the residential portions
charge pattern required for residential sprinklers has
of any occupancy in accordance with NFPA 13, 13R, &
demonstrated, in fire testing, an ability for controlling
13D,
residential fires, and thereby providing significant evacu-
The RFC30, RFC43 and RFC49 can reduce the need
ation time for occupants,
for precise cutting of drop nipples, The threaded cover
The RFC30, RFC43 and RFC49 Sprinklers provide the
plate assembly can be adjusted without tools to fit ac-
besttorm of fire protection by combining an attractive ap-
curately against the ceiling. The fire protection system
pearance and 'A" (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 assembly.
The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Thread
Nominal
Sprinkler
CCP Assembly
Max.
Ambient
K
Max.
Model
Size
Orifice
Temp Rating
Temp, Rating
Temp.
Factor
Pressure K
(SIN)
Inch (mm)
Inch (mm)
psi (bar)
OF
Oc
OF
OC
OF
OC
RFC 30
2
2
86
74
1 345
57
0 3,(43.2'1
A
175 021
(RA0611)
RFC 43
74
57
100
3, B
4.3 ;52�
17C, (119'
(RA0612)
RFC 49
"A
'65
`4
'36
100
38
4.9 /0. 6)
W5
(RA0616)
J
Note 11 bar 100 Kpa
RFC 30
ordinary Temp. Rating
Top of Deflector
Minimum I
Max. Coverage
Max. Spacing
(1 65-F/74-C)
to Ceiling
Installation
spacing I
Flow
Pressure
area Ft (m)
Ft x Ft (m x m)
Inch (mm)
Type
Ft (m)
--- ---------- _ -------------- ---------- ----------- --------------- -
GPM (L/min)
---------- --------------------
PSI (bar)
----_--------------- ---------
----------------- --------------------- ------------- ---------------- -------------
------------- ----------------
----------- ----------------
-:1 x '9 (3,6 x 3,6) 12 135)
9 (34, 1)
9.0 `0,62'
St uot". Ce-Nngs '/2 to 1 (13 o 25.4
T'.
edCpik' gq. per :NFPA 13 D, 13R
-onc, Pa'e d
8 2,4)
'4 x .4 (4, x 4,3' 14 (4,3'
C,333 77�Vj
1 0, 7 e,
113 tc
1�1 insMdked n! be_-,a-'1S V2 to Q
i
For Ceili;;g types refer to NFPA 13, 13R or 13D
RFC 43
ordinary Temp. Rating
Top of Deflector
Minimum
Max, Coverage
Max. Spacing
(1 ®F/74°C
to Ceiling
Installation
i Spacing
Flow
Pressure
area
Ft x Ft (m x m)
Ft (m)
Inch (mm)
Type Ft (m)
GPM (Umin)
PSI (bar)
1Dx1Z (3,6 x 3 6,
12 (73,6)
12 (4, 5)
7, 8 0,5 4
Sir"lloot 1 Ced..ngs ';V,. to 1 (13 "o 5.4'
14 X 14 M3 x 4.:
1 A 4, 3)
13 (49)
91
16 x 16 4,z-) x 4,9)
13 '449',
1-4.1 '0)63"
Bparned CFiI r aer NFRA 13-', 13R or
13 -stai:ed in bo�arns- '/zto 1 (13 to 2_E"A)
Cori cen, �P(J 8 !2,41
18 X 18 15,5 X 5,5'
t-\
18 (,")
18 (68)
17 5 1,21%
20 x 20`6.1 x S. 1'
90`6,1)
21 (7
g iyp s refs3r t,- N' FPA 13, 13K 01' 1J1
E:f% AM
Ordinary Temp. Rating
Top of Deflector
Minimum.
Max, Coverage
Max. Spacing
(165' 4-C) ...................
to Ceiling
Installation
Spacing
area
Ft (m)
Flow Pressure
Inch (mm)
Type
Ft (m)
Ft x Ft (M x m)
GPM (Umin) PSI bar
12 x 12,"3,6 x 3,6;'
2 (3,6)
13 (49)
0 (0,481
Sn,Cotn Codw,06, -V'2 to 1 '13 tv 25.4',*
14 x 1411,14,3 x 4,3)
14 (4,34)
13 49)
16 x 16 ( 4,9 x 4, c_�,)
6 (4,91
13',49)
�0,48'pmed
7�0 ;'
Be C04 � s net NFPA 131.�D, 13R or
I S t
13 in boarr s1A,,o 1(1- o 25.4'
ConceMed
8 "2,4)
18 X 1815,5 X '55)
8
.17 (64,31
0,831
12. 0 ( I
r2 J X 21) ,6X 611,
20(6,1)
20(75, 13)
163. 11 11; 14)
-or Cedn`ig tybcjs refs: to NFPA 13, 13R or 1311J
Billetin 135:3ev. L
Ir MoM F1 rt
Resi&nU Sim inklm for
R11�111abld Design Density of .05 9PW
Model F1 Res SpirkWeirs e4imered for the bwast fbWe
lo most the minknum design derisilly of Z gpmW
Types:
F1 RM 30 Pe-1030t
2. F1 Pee 30 Reoessed Percent
3. F1 Res 80 Raciessed PencerTr-P
4. F1 Fes 49 Pendent
5. F1 Res 49 Rpoessed PencerrF-1
6. F1 Pa 49 Roomed Pencemr-P
7. F1 Res 58'Pe-dent F I Pas 30, 49,59 3 76 F1 Fies 30, 419, 58 & TS
8. F1 Pes 58 1 Re-v4sed PencerrF1 Recessed Penderr/H Remssec. DendentF::P Res 5E HSVJX
9. F1 Rgs 58 Reused PencerrFP
-0. F1 Fps 76 Pe -dent
te�
- 1. F1 %s 76 Recessed PencerrF1 iL, ift
-2. F1 Pes 76 Re--med PencerrFP I,?. ME
-3. F1 Pes 30 CCP Pendent
-4. F1 Res 49 (X,P Pandert
-5, F1 Res 58 COP Pendent
'6, F1 Fin 76 (—,P Pendert
7. F1 Res 44 FEW F- Res K, 49,58 & 76 F' Res 44 & 58 F1 Res 44 SWC
-8. F1 Res44- Roomed HSW)F2 C3P Pendent Recessed HSWf 2
9. F1 Fles 58 FEW Horizonte] SidwA, sprinklers (Figs. 5,6 & 7) are aquall� Vac-
21 F1 Res 58 HISWX ive Wwi above celling piping carrot be used
21, KRes58 HSWX The 3mm gLc�lb penderl sprinker- pernit the elfident Lse
22. F1 Res 58 F&V Reomed HSWF2
23. F1 Fes 44 SWC of residentiamer supplies fa sprite --overage ir -esidentid
Ustings & Approvals f re P'orectlol design,
Thelowflaw:1 Reseprinklieve are aWialy engireered fo, fast
Ls'led by Urderwitera Laboramriss na and twmcl rasponm to meal the ssrisIT/9 'to protection applica-
UL Carto ea jor Canaca ','cULLs; ton reads of :M uteol: md dart at marks standards (UL 1,:E6
Standard). Upon tre conditims, rising heat camsaspnnK ert
Sprinklers fcw.10 Done* Refer to Bulletin 176 r%E-QonsawdemeM,ga3sbulborhnK$)ac�uM[01&zwingte
UL Usting Catlegory waWvuW-brmiTfbwcriothecdector,--venydsrrjuDngte
R—mizentiEl Autorna-i_- Sprinkler Technical
waler t =nt-ol afire.
Technical Data:
UL Guide Number
* Tretinal Sio-w- Solcered Elarnien: (Unk) cr Nom nal
VW4V 3111n gla88H-,UIb
Patents a Sprinkler Frame. BrassiCastirg
US Patent No. E,51 6,893 applies to the Model F1 Res 49 * Sprirklers'P,essure Rai ng: 175 psi
& 53 :;encent Sprinklers Facto,y 1-ydroglat tally Tested to 500 psi
US Patent Nc. 7.353,682 app iss to Model F1 Res 44 & 58 - RreadSize. W'1417171,1`11%)
HSW Spir ink ers 9 K-Facto` C.0(43Z(Acma)-FlF3a-.3DPwdeT.Sprh4er
USPaten No. 7.784,555 applies to Model F I Res44SWG- 4,9(?W AchA - F1 Res Q PendartSprnWer
Sprinklers 53 (63.5) �ck•al! .-F 1 Res.5B Pendsn-& HWI Spinider
Product Description 7.8(13P~ - Ft Res 76 Poickd8prinliler
Model F1 Res PerderT spirinkers T,-i_m 1, 2, 3, & 4) are NT. 4.4(33)(Actual) - F1 RasL4 -ISW Sori*er
rsqxrse sprinklErs combni-g ewalero dLrabi ify, NO- awsitiv- * Densiiy- minimim a 05 gpmff?
4yglasL---uloand lcwpr(AlacecoraM doeig-t The F1 Res
The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN-R-35-1-1) - ----
---- -- ------------------------------------------ - ------------------------------------------
Inol Oiifica i Kmc Pr arc 22 Sprinkler Temp. Rating Max Ambient Tsars 1 Actual K I Sprinkler Length
QC I oc
sizo Inch (mrri) 1 psi (bar) ()F I ------ -----asts�r inch (mint} ------- -------------------------------------------- ----------------------------- -- ---------------- ---------------------------------------
1 Cr,) 3a 30(43.2j 1-26(67)
�8. 2) i76 (12) 1
175 70
GrdinaryTmp. Rifing 1! Intormodiato Tomp. Rating; i Minimum
Moc. Coverago area
M=
Spacin
(165MBS'O (176OFr19-0 Top of Ddimtor to C611rig i
............................. I. ........ ...... . i Spacing
Ft x Ft (m X M)
9
ow Fmasure 1 Flow inch (mirri)
Ft (m)
Ft (MI
P Si (bar) 11 GPINYI (LImin) PSI (baO ------ ------------------
---------------------------------------------------
-----------------------------
-----------------
-------------- ------------------------ -----------------------
C2, 1 7 tn 10
12 x 12 (3,13x 3.6'
1? 113.6)
a(30"1 O '0.48) U." 81ijgirig F2eS-.*.L,tc:haor,.
........... .................................................
...........
................. ............ ..................... BEamed W'irg�p P'p- 13D_ 13173 E!, '2;4
or 13 irista'1bdir!b&',1-T,9 I'A to is
A x 14 (4,3 x
8) 11 (0,
IC 71 -i 44 C; 772 t—
jj�LM
I -or Ceiling t7lxs refer to NFPA 13, 139 or 1 �D
Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516)
Max.
Sprinkler
Max.
AzctLiwil
Sprinkler
Thread
Nominal Orifice
Pressure
Tern Ming
Ambi
K
Length
Size
.................. __ ---
Inch (mm)
------ - -------- - -------- .......... .......
_p
------ ---------- ---------
OF -[ *
... -Tem
01� C
- - -------- ----- -
- ------------------ jj
Fac --------
----- ------------------
-------
(I J)
1 7_5 112)
68
1100 38
4 0 Ye) C;
2.2E,'57
17,5 79
1,90 66..
Ordinary Temp.
Reding
Intermediate
Temp. Rating
Top of Deflector
Minimum
Max. Coverage area
Max. Spacing
(1 W'
Q
175W9'C)
to Ceiling
Spading
Flow
Pressure
Flow
Pressure
FtxFt(mxm)
Ft (m)
Inch (mm)
Ft (m)
--- -
----
M -
I
------- MR -------
----- ------
- -------- - ------------------ - -------_------------
'2 x 12(3,6 x 3,6)
--------------...--------------....-GPM-
3 (49)
7.0 (-OA8)
�ftft
1'� "19)
7, C' ', 0, 4 8)
Smooth Ceilings !Y4to 4 (31,7 to
102) UShg F-2 escutchaoin.
1 to 4 (25.4 to 1 CZ,1 ushz- -
l-
peNFPA.
8 (2,4j
1 46 x 14 (4,3 ) x 4.3)
14 (4, 3)
3 (49,t
7.0 (0,48!
13
70 (0,48)
6 x 16 (4,9 x 4,9)
(4,P)
-13 (49)
7.0 (0,48)
135
7 0 '''('4, 8)
----- ---- --... ----
- ---- ----- -----
- -- - ---- ------------------
----------
I aD, 13R or 131 instalC 1.
8 X 18 (S. X
8
1 7 (C
12 (0 -,83)
7 84,3"
2 1-0:8 3)
uearn�� 11/4' (31.7'_j
�5
114 4) urz;ng 2 e-'J.-W—hoon, 1
to 1:K ('25A to 44.4�i using F1
�10 x 20 f 6,1 x 6, 1)
20(65,1)
2 G ( /6; 1')
16.1 OJ-1
20f 75,
1 , 4)
I
---------- -------------- ---
---- ---- ----------------------------
--- ---- -- - -------- ------
------- - -------- ------
-- - -------- ------------------
- -----------------
Fra. Cei.m.gtypes refer to NFPA, 1:, 1"3Ror 13D
HYDRAULIC SYSTEM
This Building is Protected by a
Hydraulically Designed
Automatic Sprinkler System.
Date Installed 8/15117
Location CALC AREA 2
Number of Sprinklers 2
Basis of Design
1. DENSITY - .05 gpm/sq.ft.
2. DESIGNED AREA OF DISCHARGE
512 sq.ft.
System Demand
1. WATER FLOW RATE 31.0 gpm
2. RESIDUAL PRESSURE AT THE
BASE OF THE RISER 49.2 psi
Installed By Fire Sprinkler Systems, Inc.
HYDRAULIC NAMEPLATE
N.T.S.
PRESSURE REGULATOR
TO BE SET AT 60 PSI
S1
TO DOMESTIC WATER
CONTROL VALVE FOR DOMESTIC
\5 GPM ALLOWANCE
104 2' ELEV.
CONTROL BALL VALVE
FINISH GRADE O'ELEV.
1 W COPPER L 3/4" MASTER METER BLMJ
9.5 PSI LOSS
4- 1%" PVC 1' COPPER K METER MAIN TY ==Z< cl
!!
103 70'MAX �� 30' MAX.
-2' ELEV.
100
-2 ELEV. -2 ELEV.
ALT UNDERGROUND DETAIL
N.T.S. (FOR REFERENCE ONLY)
13D/CRC 313.3 GENERAL NOTES
1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE
REQUIREMENTS
NSTALLED IN ACCORDANCE WITH NFPA 13D 2016 EDITION AND THE
REQUIREMENTS OF THE CITY OF LA QUINTA HIRE 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
F
1
AVENUE
AVENUE 51
W
5_'
0
PW
i_ of
AVENUE 52
Z
0
no
AVENUE 53
U_
W
t_U
W
Ix
AVENUE 54
w
H
SITE
0
W
1-u
Ln w
W
QO
W
'M
a&
tin
Z
Z
0
Z
0
AVENUE
11CINITY MAP
0
Lon
AIRPORT
R
na
NTS
0
LU
Of
2;
LU
ca
LU
LU
LU
W
5;
U.J
C/)
zz
I—
LU
LU
I—
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zt
0
F_
CL
0
C.9
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in
M
t:-:
M
UJ
M
CM
<
55
1
1
1
1
C'
U')
V
C='
VICINITY MAP
7.
PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM
PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY
N.T.S.
AFCON MFG. ARE U.L. LISTED AND ARE INSTALLED ACCORDING TO THE
HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL).
GRIFFIN RANCH
8.
THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH
MASTER PLANS
THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN
TRACT 32879 * PLAN 4154
NFPA 13D, 2016 EDITION.
9.
IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED
FIN. SPRINKLER
SYNEM INC.
FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE
0
HOUSE IS ADDRESSED ON.
LICENSE NO. 684600
10.
SMOKE DETECTORS TO BE INSTALLED BY OTHERS.
0
11.
RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND
LA QUINTA, CA.
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAXIMUM SPACING
AHJ: CITY OF LA QUINTA
(SEE TECH. DATA).
DESIGN, ENGINEERING AND
LEGAL DESCRIPTION
INSTALLATION
12,
PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L.
0
LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX. SPACING
705 E. HARRISON ST., SUITE 200
(SEE TECH. DATA).
OCCUPANCY: R3/U
CORONA, CA 92879
13.
PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT
CONSTRUCTION: V-B
PH - 800-915-3473
FAX - 951-272-2535
FIXTURES CEILING FANS, ETC. OR IN ACCORDANCE WITH TABLE 8.2.5.3.2 AND
SECTION $25.1. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS
STORIES: 1
0
ARE IN COMPLIANCE WITH 8.2.5.3.
BUILDING AREA: 4,832 SQFT.
The recipient of these plans
here acknowledges that all
hereby
14.
SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN
FIRE SPRINKLER SYSTEM:
Is, specifications or
methods of installation
ACCORDANCE WITH 8.2.5.5.
DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL
contained in this set of plans is
15.
SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN
RESIDENTIAL WITH A.05 DENSITY WITHIN AREAS.
the sole property of Fire
S nkler Systems, Inc. and
ACCORDANCE WITH 5.1.1.2.
SCOPE OF WORK:
that an use of this set of plans
is prohibited and is a violation
FIRE SPRINKLER DESIGNED AND INSTALLED PER 2016
of copyright lawswithout first
16.
NFPA13D 8.3.5.1.1 WHERE THE FUEL -FIRED EQUIPMENT IS ABOVE ALL OF THE
NFPA 13D ALL RESIDENTIAL WITH A.05 DENSITY WITHIN
Mi
receiving permission from Fire
OCCUPIED AREAS OF THE DWELLING UNIT, NO SPRINKLER PROTECTION SHALL
AREAS RESIDENTIAL WITH A.05 DENSITY WITHIN AREAS.
S rinkegr stems.
BE REQUIRED IN THE CONCEALED SPACE.
SCOPE OF WORK TO START AT BASE OF RISER (NODE 104).
BUILDING SUMMARY
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CONCEALED RES. PENDENT SPRINKLER
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CONCEALED RES. PENDENT SPRINKLER
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CHANGE IN ELEVATION
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RISER LOCATION (PER DETAIL)
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installation Of any requirements of Title 24 or any
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for inspection purposes until
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approved by the Fire Department.
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PRESSURE REGULATOR
TO BE SET AT 60 PSI
TO DOMESTIC WATER
CONTROL VALVE FOR DOMESTIC
\5 GPM ALLOWANCE
O104—2'ELEV.
CONTROL BALL VALVE
FINISH GRADE O'ELEV.
11/4" COPPER L
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103 1
-2' ELEV.
11YA" PVC
TOR REFERENCE ONLY I
1" METER
4 PSI LOSS
N.T.S. (FOR REFERENCE ONLY)
CM!%�N
-2 ELEV.
CPVC TO SYSTEM
SPARE SPRINKLERS SHALL
NOT BE REQUIRED TO BE
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3 PSI 17
KtNUUAL N.0 - I U'/o = bt.34
105 4' ELEV. FLOW 2,300 GPM
IWATER FLOW INFORMA MAI
104
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SHEET ID
RISER DETAIL GENERAL NOTES
N.T.S. I \ SHEET FP1 OF FP4
HYDRAULIC SYSTEM
This Building is Protected by a
Hydraulically Designed
Automatic Sprinkler System.
Date Installed 8/15/17
Location CALC AREA 2
Number of Sprinklers 2
Basis of Design
1. DENSITY .05 gpm/sq.ft.
2. DESIGNED AREA OF DISCHARGE
512 sq.ft.
System Demand
1. WATER FLOW RATE 31.2 gpm
2. RESIDUAL PRESSURE AT THE
BASE OF THE RISER 51.1 psi
Installed By Fire Sprinkler Systems, Inc.
1-HR, AND 2-HR. GYPSUM WALL ASSEMBLY
PLASTIC PIPE THROUGH GYPSUM WALLS USING
BLAZEMASTER CAULK & WALK
F RATING =1-HR. AND 2-HR.
T RATING =1-HR. AND 2-HR. DRAWING NOT TO SCALE
1. PRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY
A) THE F RATING =1 HOUR IF THERE IS ONE LAYER OF GYPSUM WALLBOARD.
B THE F RATING = 2 HOUR IF THERE ARE TWO LAYERS OF GYPSUM WALLBOARD.
2. PLASTIC PIPE - A) NOM. 2" DIAM. (OR SMALLER) SCH. 40 PVC PIPE
B) NOM. 2" DIAM. (OR SMALLER) CPVC PIPE.
THE ANNULAR SPACE RANGE SHALL BE ,MIN.1/4" TO MAX 1-3/8'.
NOTE: FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.
3. BLAZEMASTER CAULK & WALK - MIN. 1/2" THICKNESS OF SEALANT APPLIED WITHIN OPENING.
ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT A MIN. 1/4" CROWN
IS FORMED AROUND THE PENETRATING ITEM.
NOTE: THE F & T RATINGS OF THE SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY.
UUcUL SYSTEM NO. WL2151
PLAN 4154 FIRE SPRINKLER PLAN
SCALE: 1/4" =1'-0"
SIZE - SYSTEM PIPE: 3/4" thru 3"
MATERIAL - CARBON STEEL.
FINISH - Mil. Galvanized.
LISTING/APPRO/�V�LA„,L -
"Ym 203-EX 4231, EX 2551
FUNCTION - Support horizontal piping: CPVC, Copper or Steel.
Size 3/4" - 2" Prevents upward movement of pipe from pendent sprinkler discharge.
Stabilize vertical piping.
INSTALLATION - Per these instructions
including NFPA 13, 13R, 13D and CPVC manufacturers instructions.
install on horizontal or vertical mounting surface.
FASTENERS - UL Listed per NFPA 13
in WOOD:
3/4" - 3" CPVC PIPE - #905 screw - no pre -drill.
3/4" - 3" Steel and Copper pipe - #14 x 1 1/2" SMS or
1/4"xl 1/2" lag bolt - no pre -drill.
in STEEL: min. 18 GA.
3/4" - 3" CPVC, Copper and Steel pipe - 1/4" or #14 Tek Screw.
FEATURES
' Offset edge eliminates abrasion.
Retainer dimples secure hanger to pipe during installation.
* Required AFCON #905 screw included - 5/16" hex head.
ORDERING - Part # and pipe size.
CAN ALSO BE USED TO REPLACE - #500 Pipe Strap
#520 Tin Strap
Hang
510 DI
FAST.
SIZE M.
3/4 12.1261
g2.312 3.170 3.400 4.320
3 5.320
Nominal Pipe Size (in.)
3/4"
1"
1'/4"
1'/"
2"
2'/z"
3"
3W
4"
5"
6"
8"
Steel pipe except threaded
N/A
12'-0"
12'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
lightwall
Threaded lightwall steel
N/A
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
N/A
N/A
N/A
N/A
N/A
pipe
Coppertube
8'-0"
8'-0"
10'-0"
10'-0"
12'-0"
12'-0"
12'-0"
15'-0"
15'-0"
15-0"
19-0"
15'-0"
CPVC
5'-6"
6'-0"
6'-6"
T-0"
8'-0"
9'-0"
10'-0"
N/A
N/A
N/A
N/A
N/A
Polybutylene (IPS)
N/A
T-9"
4'-7"
5'-0"
5'-11"
N/A
NIA
N/A
N/A
N/A
N/A
N/A
Polybutylene (CTS)
2'-11"
3'-4"
T-11"
4'-5"
5'-5"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Ductile iron pipe
NIA
N/A
N/A
NIA
N/A
15'-0'
NIA
N/A
15'-0"
N/A
15'-0"
15'-0"
AFCON 510 HANGER (STEEL - COPPER - C. P. V. Q
NOT TO SCALE
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SIZE - SYSTEM PIPE: 3/4" thru 2"
MATERIAL - Carbon Steel. `
FINISH - Mil. Glavanized.
LISTING/APPROVAL -
`- 203-EX 4231, EX 2551
PATENT - No. 6,648,278.
FUNCTION - Support horizontal piping: CPVC, Copper or Steel.
Provides listed vertical/horizontal restraint and prevents
upward movement of pipe from pendent sprinkler discharge.
Stabilize vertical piping.
INSTALLATION - Per these instructions
including NFPA 13, 13R, 13D and CPVC manufacturers instructions.
Install on horizontal or vertical mounting surface.
Snap over pipe then squeeze strap back allowing pipe to slide freely.
When #905 threads are exposed in wood, install #906 backing nut.
FASTENERS - UL Listed per NFPA 13
WOOD - CPVC pipe #905 screw- no pre -drill.
Copper and Steel pipe - #14 SMS or 1/4 "xl 1/2" lag screw - no pre -drill.
Thru 5/8" gypsum board - 1/4"x 2" lag screw.
STEEL - min. 18 GA. - CPVC, Copper and Steil pipe - 1/4" or #14 Tek Screw.
CONCRETE: Required minimum load each Easterner = 5(wt)+250lbs.
2
FEATURES
* 1 1/2" Offset - loose fit allows pipe to slide.
Common center -line for 3/4" and 1".
* Offset edge eliminates abrasion.
AFCON #905 screw included - 5/16" hex head.
ORDERING - Part # and pipe size.
AFCON #906 backing nut sold serparately.
N905 #gpfi
7.50 3.00
Hanger/Restrainer
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Nominal Pipe Size (in.)
'/4"
1"
1%4"
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2"
2'/"
3"
3%"
4"
5"
6"
8"
Steel pipe except threaded
N/A
12'-0"
12'-0"
15'-0"
16-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
lightwall
Threaded lightwall steel
N/A
12'-0'
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
N/A
N/A
N/A
N/A
N/A
pipe
Copper tube
8'-0"
8'-0"
10'-0"
10'-0"
12'-0"
12'-0"
12'-0"
16-0"
15'-0"
15'-0"
15'-0"
15'-0"
CPVC
5'-6"
6-0"
6'-6"
T-0"
8'-0"
9'-0"
10'-0"
N/A
N/A
N/A
N/A
N/A
Polybutylene (I PS)
N/A
T-9"
4'-7"
5'-0"
5'-11"
N/A
NIA
N/A
N/A
N/A
N/A
N/A
Polybutylene (CTS)
2'-11"
3'4"
T-11"
4'-5"
5'-5"
NIA
NIA
N/A
N/A
N/A
NIA
N/A
Ductile iron pipe
N/A
N/A
NIA
N/A
N/A
15-0"
NIA
N/A
15'-0"
N/A
15'-0"
15'-0"
AFCON 514 HANGER (STEEL - COPPER - C.P. V. C. )
NOT TO SCALE
APPR.OVAL
Riverside County Fire Department
Office oT ` e e ilorshal
By:
The approval of plans and specifications does not
permit: the violation, deletion, omission or faulty
installation of any requirements of Title 24 or any
L Ccal Ordinances. Construction shall remain
ac,;:essit�k: and exposed for inspection purposes uC' ,
O.uu by ",is Fire Department.
FLOOR AREA - 4,154 SQFT.
TOTAL LIVING AREA - 4,154 SQFT.
GARAGE AREA- 678 SQFT.
DESIGN AND INSTALLATION SHALL
CONFORM TO NFPA 13D, 2016 ED.
NOTES:
1. ALL HEAD SPACING TO BE 16'x16', UNLESS OTHERWISE
NOTED.
2. ALL PIPES TO BE %" CPVC, UNLESS OTHERWISE NOTED.
3. PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA
13-9.3.4.
4. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY.
HANGER SPACING TO BE PER TABLES ON THIS SHEET.
5. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF
55sgft. AND LESS. (SECTION 8.6.2.)
6. SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES
CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL
OF THE FOLLOWING REQUIREMENTS:
(1) THE AREA OF THE SPACE DOES NOT EXCEED 24sgft.
(2) THE WALLS AND CEILINGS ARE SURFACED WITH
NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE
MATERIALS AS DEFINED IN NFPA 220.
9. 8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM THE
CENTER OF THE SPRINKLER TO THE CENTER OF THE
OBSTRUCTION.
10. 8.2.5.6 SHADOW AREAS SHALL BE PERMITTED IN THE
PROTECTION AREA OF A SPRINKLER AS LONG AS THE
CUMULATIVE DRY AREA DO NOT EXCEED 15sgft (1.4 sqm)
PER SPRINKLER.
FIRE SPMNKLER
= Ums INC,
0
LICENSE NO.684600
0
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
0
DESIGN, ENGINEERING AND
INSTALLATION
0
705 E. HARRISON ST., SUITE 200
CORONA, CA 92879
PH - 800-915-3473
FAX - 951-272-2535
0
The recipient of these plans
hereby acknowledges that all
plans, details, specifications or
methods of installation
contained in this set of plans is
the sole property of Fire
Sprinkler Systems, Inc. and
that any use of this set of plans
is prohibited and is a violation
of copyright laws without first
receiving permission from Fire
Sprinkler Systems.
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JOB NO: 31630
DATE: 8115/17
DRAWN BY: M.N.
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SIZE - 24" X 36"
SCALE
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IF SHEET IS LESS THAN
24" X 36" IT IS A REDUCED
PRINT SCALE
REDUCE ACCORDINGLY
SHEET ID
FIRE SPRINKLER PLAN
SHEET FP2 OF FP4
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OPT. FIREPLACE @MASTER BATHROOM
SCALE:1/4" = V-0"
MANUF.
MODEL
SYMBOL
K-FAC.
ORIFICE
TEMP.
SPACING
SIN #
QUANTITY
RELIABLE
RFC49
CONC. PEND.
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4.9
7116"
1650
16'x16'
RA0616
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16'xl6'
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20'x20'
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TOTAL SPRINKLERS WITH DEN OPTION: 45
6'-6"
SCALE:1/4" =1'-0"
r
GARAGE OPTION
SCALE:1/4" =1'-0"
APPROVAL
Riverside County Fire Department
O`l, ce f '' ejEjxe Marshal
By: �� X
,e approval or plans and specifications does not
permit: the violation, deletion, omission or faulty
installation of any requirements of Title 24 or any
Local Ordinances. Construction shall remain
accessible and exposed for inspection purposes until
approved by the Fire Department.
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FIRE SPRONKLER
TSINC.
LICENSE NO.684600
•
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
•
DESIGN, ENGINEERING AND
INSTALLATION
•
705 E. HARRISON ST., SUITE 200
CORONA, CA 92879
PH - 800-915-3473
FAX - 951-272-2535
•
The recipient of these plans
hereby acknowledges that all
plans, details, specifications or
methods of installation
contained in this set of plans is
the sole property of Fire
Sprinkler Systems, Inc. and
that any use of this set of plans
is prohibited and is a violation
of copyright laws, without first
receiving ppermission from Fire
SDrinkler Svstems.
•
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JOB NO: 31630
DATE: 8/15/17
DRAWN BY: M.N.
Q�O,' �'OT I ON Cp T
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SIZE - 24" X 36"
SCALE
114" =1'
IF SHEET IS LESS THAN
24" X 36" IT IS A REDUCED
PRINT SCALE
REDUCE ACCORDINGLY
SHEET ID
OPTIONS
SHEET FP3 OF FP4
Fig, 29 - Double Offset Hanger & Restrainer for CPVC
Plastic Pipe C& usng
Size Range — Available in 3/4" and 1" pipe sizes
Material — Pre -Galvanized Steel
Function — Intended to perform as a hanger and restrainer for
CPVC, plastic fire sprinkler pipe. Provides double offset 1 ih" x
1 t/2" from mounting surface. This design will ease installation by
eliminating the need for wood block extension and allow retro-fit
attachment of hanger to sprinkler pipe.
Features ---
• Thumb tab provides protection to restrain pipe in rough job site
conditions. Tab is not required to be bent for listed installation.
• Offset edge eliminates abrasion.
• Attaches easily to wood structure with two special #10 x 1 hex
head self -threading screws furnished with product.
• Can be used as a single offset hanger by aligning "dimples"
with top of mounting surface and utilizing two fasteners in two of
the three holes provided.
Approvals — Underwriters' Laboratories Listed in the USA (UL)
and Canada (cUL) as a hanger and restrainer to support fire
sprinkler systems. Meets and exceeds requirements of NFPA 13,
13R and 13D.
Finish Pre -Galvanized
Order By — Figure number and pipe size.
PATENT PENDING
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Table R • One Point of Restraint
MAX. � MAx.I
One -Point
Vertical \
Restraint
RESTRAINT RESTRAINT
ONE -POINT ONE -POINT
Nominal "ft" ''R"
Pipe Size Less than Greater bran
ANSI inches ,Ot) psi 100 psi
DN (6,9 bar) (6,9 bar)
3f4 0'-9" 0'-6"
DN20 (tT,23 m) (0,75 m)
DN25 (0,30 m} (0,23 m)
DN32 (0,41 m) {0,30 m}
DN40 - DN80 (0,61 m) (0,30 m)
Janrrary 2005
Garage installation Specifications
Garage Installation Specifications shall only apply for the installation of UL Listed
BlazeMastere CPVC pipe and fittings in garages requiring sprinkler protection per NFPA
13D and NFPA 13R. These Standards are defined in NFPA codes entitled 'One and Two
Family Dwellings and Mobile Homes" and in 'Residential Occupancies up to Four Stories
in Refight'. As referenced in NFPA 13D Section 8.6.4,'Sprinktersore not required in garages,
open attached porches, carports or similar structures "The installation of TFP BlazeMaster
sprinkler pipe and fittings for use in garages requiring sprinkler protection per NFPA 73R
is only applicable to the UL listing of this product.
Requirements for Pipe, Fittings, Solvent Cement Systems, System Design, Installation,
Freeze Protection, and Penetrating Fire Related Waifs and Partitions are covered in this
installation and technical handbook. Please read these sections of the manual carefully
prior to designing or installing TFP BlazeMaster pipe and fittings for garage installations.
The Installation of TFP BlazeMaster pipe and fittings in garages requiring sprinklers
Is only UL Listed and is not C•UL Listed.
•installation Requirements
-Protection: TFP e)azeMaster CPVC pipe and fittings shall be installed concealed
behind protection consisting of a minimum of one layer of'!a thick gypsum
wallboard or'/z thick plywood.
• Sprinkler Requirements: UL Listed, Quick response, standard coverage, pendent
or sidewall sprinklers with a 225°F (107°C) maximum temperature rating shall be
utilized. All sprinklers shalt be installed per the manufacturer's published
installation instructions.
-Installation Standard: The Listing for Garage Installations shall pertain to those
occupancies defined by NFPA 13R.
System Risers
In accordance with the UL Listing, TFP BlazeMaster CPVC pipe and fittings may be used
as system risers in accordance with NFPA 13.13Dand 73R when subject to the following
additional limitations:
,. When installed protected (concealed) in accordance with NFPA 13D and, 3R, the
minimum protection shall wnsist of either one layer of 3/s' (g.5 min) thick gypsum
wallboard or'/a' (12.7 min) thick plywood.
2. When installed without protection (exposed) in accordance with NFPA 13, 730
and 7311, the following limitations shall apply:
- The riser shalt be installed below a smooth, flat, horizontal ceiling construction. A
Listed residential pendent sprinkler is to be installed with its deflector at the
distance from the ceiling specified in the sprinkler Listing.
OR
The riser shall be installed below a horizontal unfinished basement ceiling (in
accordance with NFPA,30) constructed utilizing nominal 2' x,0' or nominal 2' x
72' exposed solid wood Joists on,6' centers. A Listed residential pendent
sprinkler is to be installed with its deflector a maximum of i'(: below the bottom
of the solid wood joist in anticipation of future installation of a finished ceiling.
When installing TFP 6lazeMaster CPVC pipe and fittings in conjunction with 2' z 12'
solid wood foists, the maximum system working pressure under bowing conditions
shall not exceed,00 psi and the maximum system working pressure under static
(nonflowing) conditions shall not exceed 175 Dsi.
•The Listed residential pendent sprinkler is to have,55°F (68°C)maximum
temperature rating and is to be installed at a maximum horizontal distance of 72
inches from the center tins of the riser. The system is to be designed based upon the
Listed flows for the sprinkler selected except that the flow for a single sprinkler or
multiple sprinklers shall not be less than 77 gpm per sprinkler.
A
1.500
Single Offset
BUIDING SECTIUN
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Janrrary 2005
Garage installation Specifications
Garage Installation Specifications shall only apply for the installation of UL Listed
BlazeMastere CPVC pipe and fittings in garages requiring sprinkler protection per NFPA
13D and NFPA 13R. These Standards are defined in NFPA codes entitled 'One and Two
Family Dwellings and Mobile Homes" and in 'Residential Occupancies up to Four Stories
in Refight'. As referenced in NFPA 13D Section 8.6.4,'Sprinktersore not required in garages,
open attached porches, carports or similar structures "The installation of TFP BlazeMaster
sprinkler pipe and fittings for use in garages requiring sprinkler protection per NFPA 73R
is only applicable to the UL listing of this product.
Requirements for Pipe, Fittings, Solvent Cement Systems, System Design, Installation,
Freeze Protection, and Penetrating Fire Related Waifs and Partitions are covered in this
installation and technical handbook. Please read these sections of the manual carefully
prior to designing or installing TFP BlazeMaster pipe and fittings for garage installations.
The Installation of TFP BlazeMaster pipe and fittings in garages requiring sprinklers
Is only UL Listed and is not C•UL Listed.
•installation Requirements
-Protection: TFP e)azeMaster CPVC pipe and fittings shall be installed concealed
behind protection consisting of a minimum of one layer of'!a thick gypsum
wallboard or'/z thick plywood.
• Sprinkler Requirements: UL Listed, Quick response, standard coverage, pendent
or sidewall sprinklers with a 225°F (107°C) maximum temperature rating shall be
utilized. All sprinklers shalt be installed per the manufacturer's published
installation instructions.
-Installation Standard: The Listing for Garage Installations shall pertain to those
occupancies defined by NFPA 13R.
System Risers
In accordance with the UL Listing, TFP BlazeMaster CPVC pipe and fittings may be used
as system risers in accordance with NFPA 13.13Dand 73R when subject to the following
additional limitations:
,. When installed protected (concealed) in accordance with NFPA 13D and, 3R, the
minimum protection shall wnsist of either one layer of 3/s' (g.5 min) thick gypsum
wallboard or'/a' (12.7 min) thick plywood.
2. When installed without protection (exposed) in accordance with NFPA 13, 730
and 7311, the following limitations shall apply:
- The riser shalt be installed below a smooth, flat, horizontal ceiling construction. A
Listed residential pendent sprinkler is to be installed with its deflector at the
distance from the ceiling specified in the sprinkler Listing.
OR
The riser shall be installed below a horizontal unfinished basement ceiling (in
accordance with NFPA,30) constructed utilizing nominal 2' x,0' or nominal 2' x
72' exposed solid wood Joists on,6' centers. A Listed residential pendent
sprinkler is to be installed with its deflector a maximum of i'(: below the bottom
of the solid wood joist in anticipation of future installation of a finished ceiling.
When installing TFP 6lazeMaster CPVC pipe and fittings in conjunction with 2' z 12'
solid wood foists, the maximum system working pressure under bowing conditions
shall not exceed,00 psi and the maximum system working pressure under static
(nonflowing) conditions shall not exceed 175 Dsi.
•The Listed residential pendent sprinkler is to have,55°F (68°C)maximum
temperature rating and is to be installed at a maximum horizontal distance of 72
inches from the center tins of the riser. The system is to be designed based upon the
Listed flows for the sprinkler selected except that the flow for a single sprinkler or
multiple sprinklers shall not be less than 77 gpm per sprinkler.
A
1.500
Single Offset
BUIDING SECTIUN
LU
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SCALE: 1/4" = 1'-0"
Lco
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INC.
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LICENSE N0.684600
•
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
•
DESIGN, ENGINEERING AND
INSTALLATION
•
705 E. HARRISON ST., SUITE 200
CORONA, CA 92879
PH - 800-915-3473
FAX - 951-272-2535
•
The recipient of these plans
hereby acknowledges that all
plans, details, specifications or
methods of installation
contained in this set of plans is
the sole property of Fire
Sprinkler Systems, Inc. and
that any use of this set of plans
is prohibited and is a violation
of copyright laws without first
receiving permission from Fire
Q
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JOB NO: 31630
DATE: 8/15/17
DRAWN BY: M.N.
SIZE - 24" X 36"
C
SCALE
Z
1/4" =1'
IF SHEET IS LESS THAN
24" X 36" IT IS A REDUCED
PRINT SCALE
REDUCE ACCORDINGLY
SHEET ID
SECTIONS
FP4 OF FP4
JOB NO: 31630
DATE: 8/15/17
DRAWN BY: M.N.
SIZE - 24" X 36"
C
SCALE
Z
1/4" =1'
IF SHEET IS LESS THAN
24" X 36" IT IS A REDUCED
PRINT SCALE
REDUCE ACCORDINGLY
SHEET ID
SECTIONS
FP4 OF FP4
DATE: 11/16/2018 S:\2017\31630\CALCS\4154.rdf Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
GRIFFIN RANCH
LA QUINTA, CA
PLAN 4154
10°s TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALL AREA 1
Date: 11/16/2018
File No: 31630
Data File Name: 4154.rdf
SPRINKLER SPACING
400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(20x2O) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 74.5 psi Resid:
67.3 psi
F1ow:2300.0
gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
SPRINKLER DEMAND
No.Spklrs. Min Spklr.
Press,
Node Total
Avail.
Req'd
Flowing Flow
(psi)
No. Flow
Press.
Press.
1 20.0
18.0
15 25.0
74.5
51.0
1 20.0
18.0
15 25.0
74.5
51.0
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
RECEIVED
JAN 2 8 2020
CITY OF LA QUINTA
DESIGN AND DEVELOPMENT DEPARTMENT
I Sf
DATE: 11/16/2018 S:\2017\31630\CALLS\4154.rdf Page 2
RESULTS OF ANALYSIS
PIPE & NODE DATA
*
FLOW ANALYSIS
* 1 sprinkler flowing * 1
sprinklers flowing
FIXD
P #
END LEN
FIT.
LOSS EL
SP *DISCH FLOW
PF PT *DISCH
FLOW
PF PT
HWC
NOD DIA
EQV.LN
PUMP (FT)
(K) *(GPM) FL/FT
PE (PSI)*(GPM) FL/FT PE (PSI)
1
100 30.00
BG
---- -2.0
SRCE ---- 25.0
6.05 51.0 ----
25.0
6.06 51.0
150
101 0.995
6.0
---- -2.0
---- ---- 0.17
0.00 44.9 ----
0.17
0.00 44.9
2
101 1.00
-4.0 -2.0
---- ---- 25.0
0.17 44.9 ----
25.0
0.17 44.9
150
102 0.995
0.0
---- -2.0
---•- ---- 0.17
0.00 40.8 ----
0.17
0.00 40.8
3
102 70.00
3L
----. -2.0
---- ---- 25.0
3.45 40.8 ----
25.0
3.45 40.8
150
103 1.360
24.0
---- -2.0
---- ---- 0.04
0.00 37.3 ----
0.04
0.00 37.3
4
103 4.00
LG
---- -2.0
---- ---- 25.0
0.37 37.3 ----
25.0
0.37 37.3
150
104 1.265
3.0
---- 2.0
-5 5 0.05
1.73 35.2
5 0.05
1.73 35.2
5
104 2.00
L
---- 2.0
-5 5 20.0
0.17 35.2
5 20.0
0.17 35.2
150
105 1.394
6.0
---- 4.0
---- ---- 0.02
0.87 34.2 ----
0.02
0.87 34.2
6
105 1.00
-3.0 4.0
---- ---- 20.0
0.02 34.2 ----
20.0
0.02 34.2
150
106 1.394
0.0
---- 4.0
---- ---- 0.02
0.00 31.2 ----
0.02
0.00 31.2
7
106 7.00
2L
---- 4.0
---- ---- 20.0
0.41 31.2 ----
20.0
0.41 31.2
150
10 1-394
12.0 ----
11.0
---- ---- 0.02
3.03 27.7 ----
0.02
3.03 27.7
8
10 35.50
2L5R ----
11.0
---- ---- 20.0
3.44 27.7 ----
20.0
3.44 27.7
150
11 1.101
15.0 ----
11.0
---- ---- 0.07
0.00 24.3 ----
0.07
0.00 24.3
9
11 4.50
R ----
11.0 ---
---- 15.5
0.72 24.3 ----
15.6
0.72 24.3
150
12 0.874
1.0 ----
13.0 ---
---- 0.13
0.87 22.7 ----
0.13
0.87 22.7
10
12 2.00
L ----
13.0 ----
---- 15.5
0.79 22.7 ----
15.6
0.79 22.7
150
13 0.874
4.0 ----
13.0 ----
---- 0.13
0.00 21.9 ----
0.13
0.00 21.9
11
13 12.50
LR ----
13.0 ----
---- 15.5
2.30 21.9 ----
15.6
2.30 21.9
150
14 0.874
5.0 ----
13.0 ----
---- 0.13
0.00 19.6 ----
0.13
0.00 19.6
12
14 4.50
B ----
13.0 ----
---- 20.0
1.57 19.6 ----
20.0
1.57 19.6
150
15 0.874
3.0 ----
13.0 4.71
20.0 0.21
0.00 18.0 20.0
0.21
0.00 18.0
27
14 22.00
B3R ----
13.0 ----
---- -4.5
0.36 19.6 ----
-4.5
0.36 19.6
150
16 0.874
6.0 ----
13.0 ----
---- -0.01
0.00 20.0 ----
-0.01
0.00 20.0
13
16 2.00
L ----
13.0 ----
---- -4.5
0.08 20.0 ----
-4.5
0.08 20.0
150
17 0.874
4.0 ----
13.0 ----
---- -0.01
0.00 20.0 ----
-0.01
0.00 20.0
14
17 33.00
L7R ----
13.0 ----
---- -4.5
0.57 20.0 ----
-4.5
0.57 20.0
150
18 0.874
11.0 ----
11.0 ----
---- -0.01
0.87 21.5 ----
-0.01
0.87 21.5
15
18 14.50
4R ----
11.0 ----
---- -4.5
0.24 21.5 - --
-4.5
0.24 21.5
150
19 0.874
4.0 ----
11.0 ----
---- -0.01
0.00 21.7 ----
-0.01
0.00 21.7
16
19 2.00
L ----
11.0 ----
---- -4.5
0.08 21.7 ----
-4.5
0.08 21.7
DATE:
11/16/2018 S:\2017\31630\CALCS\4154.rdf
Page
3
150 20 0.874
4.0 ----
13.0
---- ---- -0.01
0.87 20.9 _---
-0.01
0.87 20.9
17
150
20
21
18.50
0.874
LB3R ----
10.0
13.0
---- ---- -4.5
0.37 20.9 ----
-4.5
0.37 20.9
----
13.0
---•- ---- -0.01
0.00 21.3 ----
-0.01
0.00 21.3
18
150
21
22
3.00
0.874
B ----
3.0
13.0
---- ---- 0.0
0.00
21.3 ----
0.0
0.00 21.3
----
13.0
---- ---- 0.00
0.00
21.3 ----
0.00
0.00
21.3
19
150
21
23
16.00
0.874
2LR
9.0
13.0
--••- ---- -4.5
0.32
21.3 ----
-4.5
0.32
21.3
----
13.5
---- ---- -0.01
0.22
21.4 ----
-0.01
0.22
21.4
28
150
23
24
3.00
0.874
B ----
3.0
13.5
---- ---- 0.0
0.00
21.4 ----
0.0
0.00
21.4
----
13.0 ----
---- 0.00
0.22
21.6 ----
0.00
0.22
21.6
20
150
23
25
29.00
0.874
3L3R ----
13.5 ----
---- -4.5
0.57
21.4 ----
-4.5
0.57
21.4
15.0 ----
13.0 ----
---- -0.01
0.22
22.2 ---
-0.01
0.22
22.2
21
150
25
26
1.00
0.874
L ----
4.0
13.0 ----
---- -4.5
0.06
22.2 ----
-4.5
0.06
22.2
----
14.0 ----
---- -0.01
0.43
21.8 ----•
-0.01
0.43
21.8
22
150
26
27
28.50
0.874
L4R ---
14.0 ----
---- -4.5
0.47
21.8 ----
-4.5
0.47
21.8
8.0 ----
14.0 ----
---- -0.01
0.00
22.3 ----
-0.01
0.00
22.3
23
150
27
28
1.00
0.874
L ----
14.0 ----
---- -4.5
0.06
22.3 ----
-4.5
0.06
22.3
4.0 ----
13.0 --•--
---- -0.01
0.43
22.8 ----
-0.01
0.43
22.8
24
150
28
29
14.00
0.874
L2R ----
13.0 ----
---- -4.5
0.26
22.8 ----
-4.5
0.26
22.8
6.0 ----
13.0 ----
---- -0.01
0.00
23.1 ----
-0.01
0.00
23.1
25
150
29
30
2.00
0.874
L ----
4.0
13.0 ----
---- -4.5
0.08
23.1 ----
-4.5
0.08
23.1
----
11.0 ----
---- -0.01
0.87
24.0 ----
-0.01
0.87
24.0
26
150
30
11
13.00
0.874
LBR ----
11.0 ----
---- -4.5
0.27
24.0 ----
-4.5
0.27
24.0
8.0 ----
11.0 ----
---- -0.01
0.00 24.3 ----
-0.01
0.00
24.3
Node Notes
Pipe Notes
Legend:
P -
Pipe #
LEN -
Pipe Length
DIA
- Pipe Diameter
FIT.
- Pipe Fittings
EQV.
LN - Pipe Equivalent Length
FIXD
LOSS - Fixed Loss Device
PUMP
- Pump Pressure
EL -
Node Elevation
SP -
K-Factor
DISCH
- Discharge in gpm
FLOW
PF
- Flow Rate
FL/FT
- Friction Loss per Foot
-
Pressure Loss due to Friction
PE -
Pressure Loss due to Elevation
PT -
Total Pressure at Node
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, y= Y.
DATE: 11/16/2018 S:\2017\31630\CALLS\4154.rdf
Page 4
The maximum velocity of water flow occurs in pipe 12
at 10.70 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 12
at 10.70 ft/s with 1 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name:
standard.npt
PAGE: C
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun Couplg
SwgChk
GatVly
X
Y
Z
0.874
1.00
4.00 3.00 1.00
1.00
5.00
2.00
0.00
0.00
0.00
1.101
1.00
5.00 5.00 1.00
1.00
8.00
2.00
0.00
0.00
0.00
1.394
2.00
6.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
PAGE: K
MATERIAL: Copper Tube-K
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.995
1.00
2.00 6.00 2.00
2.00
6.00
0.00
0.00
0.00
0.00
PAGE: L
MATERIAL: Copper Tube-L
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun. Couplg
SwgChk
GatVly
X
Y
Z
1.265
1.00
3.00 6.00 2.00
2.00
7.00
0.00
0.00
0.00
0.00
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.360
2.00
8.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.8.0 computer program (License No. 50081444 )
to provide an average imbalance of 0..010 gpm at each node and
a maximum imbalance of 0.09 gpm with one sprinkler
flowing, and. 0.010 gpm at each node and maximum imbalance
Of 0.01 gpm with 1 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 51.0 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons.
The minimum pressure at any node is 18.0 psi at node 15.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 11/16/2018 S:\2017\31630\CALLS\4154.rdf
Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
GRIFFIN RANCH
LA QUINTA, CA
PLAN 4154
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 11/16/2018
File No: 31630
Data File Name: 4154.rdf
SPRINKLER SPACING
256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(16xl6) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
SPRINKLER DEMAND
No.Spklrs_
Min Spklr.
Press.
Node
Total
Avail.
Req'd
Flowing
Flow
(psi)
No.
Flow
Press.
Press.
1
13.0
7.6
22
18.0
74.5
33.2
2
13.0
7.6
22
31.0
74.5
57.2
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
DATE: 11/16/2018 S:\2017\31630\CALCS\4154.rdf Page 2
RESULTS OF ANALYSIS
PIPE & NODE DATA
* FLOW ANALYSIS
* 1 sprinkler flowing * 2
sprinklers flowing
FIXD
P # END LEN
FIT.
LOSS EL
SP *DISCH FLOW PF PT *DISCH FLOW PF PT
HWC NOD DIA
EQV.LN
PUMP (FT)
(K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI)
1
100 30.00
BG
---- -2.0
SRCE ---- 18.0 3.29 33.2 ----
31.0 9.00 57.2
150
101 0.995
6.0
---- -2.0
---- ---- 0.09 0.00 29.9 ----
0.25 0.00 48.2
2
101 1.00
-4.0 -2.0
---- ---- 18.0 0.09 29.9 ----
31.0 0.25 48.2
150
102 0.995
0.0
---- -2.0
---- ---- 0.09 0.00 25.8 ----
0.25 0.00 43.9
3
102 70.00
3L
---- -2.0
---- ---- 18.0 1.88 25.8 ----
31.0 5.14 43.9
150
103 1.360
24.0
---- -2.0
---- ---- 0.02 0.00 23.9 ----
0.05 0.00 38.8
4
103 4.00
LG
---- -2.0
---- ---- 18.0 0.20 23.9 ----
31.0 0.55 38.8
150
104 1.265
3.0
---- 2.0
-5 5 0.03 1.73 22.0
5 0.08 1.73 36.5
5
104 2.00
L
---- 2.0
-5 5 13.0 0.08 22.0
5 26.0 0.28 36.5
150
105 1.394
6.0
---- 4.0
---- ---- 0.01 0.87 21.0 ----
0.04 0.87 35.4
6
105 1.00
-3.0 4.0
---- ---- 13.0 0.01 21.0 ----
26.0 0.04 35.4
150
106 1.394
0.0
---- 4.0
---- ---- 0.01 0.00 18.0 ----
0.04 0.00 32.3
7
106 7.00
2L
---- 4.0
---- ---- 13.0 0.18 18.0 ----
26.0 0.67 32.3
150
10 1.394
12.0 ----
11.0 ----
---- 0.01 3.03 14.8 ----
0.04 3.03 28.6
8
10 35.50
2L5R ----
11.0 ----
-•-- 13.0 1.55 14.8 ----
26.0 5.58 28.6
150
11 1.101
15.0 ----
11.0 ----
---- 0.03 0.00 13.3 ----
0.11 0.00 23.0
9
11 4.50
R ----
11.0 ----
---- 6.5 0.15 13.3 -- -
12.5 0.48 23.0
150
12 0.874
1.0 ----
13.0 ----
---- 0.03 0.87 12.3 -- -
0.09 0.87 21.7
10
12 2.00
L ----
13-0 ----
---- 6.5 0.16 12.3 ----
12.5 0.52 21.7
150
13 0.874
4.0 ----
13-0 -
- ---- 0.03 0.00 12.1 ----
0.09 0.00 21.2
11
13 12.50
LR ----
13.0 ----
---- 6.5 0.46 12.1 - --
12.5 1.53 21.2
150
14 0.874
5.0 ----
13.0 ----
---- 0.03 0.00 11.6 - --
0.09 0.00 19.6
12
14 4.50
B ----
13.0 ----
---- 0.0 0.00 11.6 ----
0.0 0.00 19.6
150
15 0.874
3.0 ----
13.0 ----
---- 0.00 0.00 11.6 ----
0.00 0.00 19.6
27
14 22.00
B3R ----
13.0 -
-- ---- 6.5 0.74 11.6 ----
12.5 2.45 19.6
150
16 0.874
6.0 -_--
13.0 -
• -- ---- 0.03 0.00 10.9 ----
0.09 0.00 17.2
13
16 2.00
L ----
13.0 ----
---- 6.5 0.16 10.9 ----
12.5 0.52 17.2
150
17 0.874
4.0 --
- 13.0 ----
---- 0.03 0.00 10.7 ----
0.09 0.00 16.7
14
17 33.00
L7R --
- 13.0 ----
---- 6.5 1.16 10.7 ----
12.5 3.85 16.7
150
18 0.874
11.0 ----
11.0 ----
---- 0.03 0.87 10.4 ----
0.09 0.87 13.7
15
18 14.50
4R ----
11.0 ----
---- 6.5 0.49 10.4 ----
12.5 1.62 13.7
150
19 0.874
4.0 ----
11.0 ---
---- 0.03 0.00 10.0 ----
0.09 0.00 12.1
16
19 2.00
L ----
11.0 ----
---- 6.5 0.16 10.0 ----
12.5 0.52 12.1
DATE:
11/16/2018 S:\2017\31630\CALCS\4154.rdf
Page
3
150
20
0.874
4.0 ----
13.0 ---- ----
0.03
0.87
8.9 ----
0.09
0.87
10.7
17
20
18.50
LB3R ----
13.0 ---- ----
6.5
0.75
8.9 ----
12.5
2.49
10.7
150
21
0.874
10.0 ----
13.0 ---- ----
0.03
0.00
8.2 ----
0.09
0.00
8.2
18
21
3.00
B ----
13.0 ---- ----
13.0
0.57
8.2 ----
13.0
0.57
8.2
150
22
0.874
3.0 ----
13.0 4.71 13.0
0.09
0.00
7.6 13.0
0.09
0.00
7.6
19
21
16.00
2LR ----
13.0 ---- ----
-6.5
0.65
8.2 ----
-0.5
0.01
8.2
150
23
0.874
9.0 ----
13.5 ---- ----
-0.03
0.22
8.6 ----
0.00
0.22
8.0
28
23
3.00
B ----
13.5 ---- ----
0.0
0.00
8.6 ----
13.0
0.57
8.0
150
24
0.874
3.0 -- -
13.0 4.71 ----
0.00
0.22
8.8 13.0
0.09
0.22
7.6
20
23
29.00
3L3R ----
13.5 ---- ----
-6.5
1.14
8.6 ----
-13.5
4.47
8.0
150
25
0.874
15.0 ----
13.0 ---- ----
-0.03
0.22
10.0 ---
-0.10
0.22
12.7
21
25
1.00
L ----
13.0 ---- ----
-6.5
0.13
10.0 ----
-13.5
0.51
12.7
150
26
0.874
4.0 ----
14.0 ---- ----
-0.03
0.43
9.7 ----
-0.10
0.43
12.7
22
26
28.50
L4R ----
14.0 ---- ----
-6.5
0.95
9.7 ----
-13.5
3.71
12.7
150
27
0.874
8.0 ----
14.0 ---- ----
-0.03
0.00
10.6 ----
-0.10
0.00
16.5
23
27
1.00
L ----
14.0 ---- ----
-6.5
0.13
10.6 ----
-13.5
0.51
16.5
150
28
0.874
4.0 ----
13.0 ---- ----
-0.03
0.43
11.2 ----
-0.10
0.43
17.4
24
28
14.00
L2R ----
13.0 ---- ----
-6.5
0.52
11.2 ----
-13.5
2.03
17.4
150
29
0.874
6.0 ----
13.0 ---- ----
-0.03
0.00
11.7 ----
-0.10
0.00
19.4
25
29
2.00
L ----
13.0 ---- ----
-6.5
0.16
11.7 - --
-13.5
0.61
19.4
150
30
0.874
4.0 ----
11.0 ---- ----
-0.03
0.87
12.7 ----
-0.10
0.87
20.9
26
30
13.00
LBR - --
11.0 ---- ----
-6.5
0.55
12.7 -_--
-13.5
2.14
20.9
150
11
0.874
8.0 ----
11.0 ---- ----
-0.03
0.00
13.3 - --
-0.10
0.00
23.0
Node Notes
Pipe Notes
Legend:
P - Pipe # LEN - Pipe Length
DIA - Pipe Diameter FIT. - Pipe Fittings
EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device
PUMP - Pump Pressure EL - Node Elevation
SP - K-Factor DISCH - Discharge in gpm
FLOW - Flow Rate FL/FT - Friction Loss per Foot
PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation
PT - Total Pressure at Node
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y,
DATE: 11/16/2018 S:\2017\31630\CALCS\4154.rdf Page 4
The maximum velocity of water flow occurs in pipe 2
at 7.43 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 2
at 12.79 ft/s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
PAGE: C
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun Couplg
SwgChk
GatVly
X
Y
Z
0.874
1.00
4.00 3.00 1.00
1.00
5.00
2.00
0.00
0.00
0.00
1.101
1.00
5.00 5.00 1.00
1.00
8.00
2.00
0.00
0.00
0.00
1.394
2.00
6.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
PAGE: K
MATERIAL: Copper Tube-K
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet'
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.995
1.00
2.00 6.00 2.00
2.00
6.00
0.00
0.00
0.00
0.00
PAGE: L
MATERIAL: Copper Tube-L
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.265
1.00
3.00 6.00 2.00
2.00
7.00
0.00
0.00
0.00
0.00
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.360
2.00
8.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.8.0 computer program (License No. 50081444 )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.15 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.18 gpm with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 57.2 psi and a 7 minute flow of 217 gal. and a 10 minute flow of 310.1 gallons.
The minimum pressure at any node is 7.6 psi at node 22.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 11/16/2018 S:\2017\31630\CALCS\4154.rdf
Page 5
WATER SUPPLY CURVE
75.0 H C
67.5
P
60.0
R
E
52.5
S
S
45.0
U
R
I
E 37.5
{
30.0
P
22.5
S
I
15.0
i
7.5
0.0 -, , 1 1
04 8 12 16 20 24 28
FLOW (GPM)
32 36 40
Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm
(1 sprinkler flowing) (2 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
74.5 psi @ 18.0 gpm 74.5 psi @ 31.0 gpm
B = Required Water Supply D = Required Water Supply
33.2 psi @ 18.0 gpm 57.2 psi @ 31.0 gpm
DATE: 11/16/2018 S:\2017\31630\CALLS\4154.rdf Page 6
DATE: 11/16/2018 S:\2017\31630\CALLS\4154_ALT.rdf
Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
GRIFFIN RANCH
LA QUINTA, CA
PLAN 4154 ALT.
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 11/16/2018
File No: 31630
Data File Name: 4154 ALT.rdf
SPRINKLER SPACING
400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend.(20x2O) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 74.5 psi Resid:
67.3 psi
F1ow:2300.0
gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
SPRINKLER DEMAND
No.Spklrs. Min Spklr.
Press.
Node Total
Avail.
Req'd
Flowing Flow
(psi)
No. Flow
Press.
Press.
1 20.0
18.0
15 25.0
74.5
57.0
1 20.0
18.0
15 25.0
74.5
57.0
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
DATE: 11/16/2018 S:\2017\31630\CALCS\4154-ALT.rdf Page 2
RESULTS OF ANALYSIS
PIPE & NODE DATA
*
FLOW ANALYSIS
* 1 sprinkler
flowing * 1 sprinklers
flowing
FIXD
P #
END LEN
FIT.
LOSS
EL SP
*DISCH FLOW
PF PT *DISCH
FLOW
PF PT
HWC
NOD DIA
EQV.LN
PUMP
(FT) (K)
*(GPM) FL/FT
PE (PSI)*(GPM)
FL/FT
PE (PSI)
1
100 30.00
BG
----
-2.0 SRCE ---- 25.0
6.06 57.0 ----
25.0
6.05 57.0
150
101 0.995
6.0
----
-2.0 ----
---- 0.17
0.00 51.0 ----
0.17
0.00 51.0
2
101 1.00
-9.5
-2.0 ----
---- 25.0
0.69 51.0 ----
25.0
0.69 51.0
150
102 0.745
0.0
----
-2.0 ----
---- 0.69
0.00 40.8 ----
0.69
0.00 40.8
3
102 70.00
3L
----
-2.0 ----
---- 25.0
3.45 40.8 ----
25.0
3.45 40.8
150
103 1.360
24.0
----
-2.0 ----
---- 0.04
0.00 37.3 ----
0.04
0.00 37.3
4
103 4.00
LG
----
-2.0 ----
---- 25.0
0.37 37.3 ----
25.0
0.37 37.3
150
104 1.265
3.0
- -
2.0 -5
5 0.05
1.73 35.2 5
0.05
1.73 35.2
5
104 2.00
L
----
2.0 -5
5 20.0
0.17 35.2 5
20.0
0.17 35.2
150
105 1.394
6.0
----
4.0 ----
---- 0.02
0.87 34.2 ----
0.02
0.87 34.2
6
105 1.00
-3.0
4.0 ----
---- 20.0
0.02 34.2 ----
20.0
0.02 34.2
150
106 1.394
0.0
----
4.0 ----
---- 0.02
0.00 31.2 ---
0.02
0.00 31.2
7
106 7.00
2L
----
4.0 ----
---- 20.0
0.41 31.2 ----
20.0
0.41 31.2
150
10 1.394
12.0 ----
11.0 ----
---- 0.02
3.03 27.7 ----
0.02
3.03 27.7
8
10 35.50
2L5R ----
11.0 ----
---- 20.0
3.44 27.7 ----
20.0
3.43 27.7
150
11 1.101
15.0 ----
11.0 ----
---- 0.07
0.00 24.3 ----
0.07
0.00 24.3
9
11 4.50
R ----
11.0 ----
---- 15.6
0.72 24.3 ----
15.5
0.72 24.3
150
12 0.874
1.0 ----
13.0 ----
---- 0.13
0.87 22.7 ----
0.13
0.87 22.7
10
12 2.00
L ----
13.0 ----
---- 15.6
0.79 22.7 ----
15.5
0.79 22.7
150
13 0.874
4.0 ----
13.0 ----
--- 0.13
0.00 21.9 ----
0.13
0.00 21.9
11
13 12.50
LR ----
13.0 ----
---- 15.6
2.30 21.9 ----
15.5
2.30 21.9
150
14 0.874
5.0 ----
13.0 ----
---- 0.13
0.00 19.6 ----
0.13
0.00 19.6
12
14 4.50
B ----
13.0 ----
---- 20.0
1.57 19.6 ----
20.0
1.57 19.6
150
15 0.874
3.0 ----
13.0 4.71
20.0 0.21
0.00 18.0 20.0
0.21
0.00 18.0
27
14 22.00
B3R ----
13.0 ----
---- -4.5
0.36 19.6 ----
-4.5
0.36 19.6
150
16 0.874
6.0 ----
13.0 ----
---- -0.01
0.00 20.0 ---- -0.01
0.00 20.0
13
16 2.00
L ----
13.0 ----
---- -4.5
0.08 20.0 ----
-4.5
0.08 20.0
150
17 0.874
4.0 ----
13.0 ----
---- -0.01
0.00 20.0 ---- -0.01
0.00 20.0
14
17 33.00
L7R ----
13.0 - --
---- -4.5
0.57 20.0 ----
-4.5
0.57 20.0
150
18 0.874
11.0 ----
11.0 ----
---- -0.01
0.87 21.5 ---- -0.01
0.87 21.5
15
18 14.50
4R --
-
11.0 ----
---- -4.5
0.24 21.5 ----
-4.5
0.24 21.5
150
19 0.874
4.0 ----
11.0 ----
---- -0.01
0.00 21.7 ---- -0.01
0.00 21.7
16
19 2.00
L ----
11.0 ----
---- -4.5
0.08 21.7 ----
-4.5
0.08 21.7
DATE:
11/16/2018 S:\2017\31630\CALCS\4154_ALT.rdf
Page 3
150 20 0.874
4.0 ----
13.0
---- ---- -0.01
0.87 20.9 ----
-0.01
0.87 20.9
17 20 18.50
150 21 0.874
LB3R ----
10.0
13.0
---- ---- -4.5
0.37 20.9 --
-- -4.5
0.37 20.9
----
13.0
---- ---- -0.01
0.00 21.3 ----
-0.01
0.00 21.3
18
150
21
22
3.00
0.874
B ----
3.0
13.0
---- ---- 0.0
0.00 21.3 _
--- 0.0
0.00 21.3
----
13.0
---- ---- 0.00
0.00 21.3 ----
0.00
0.00 21.3
19
150
21
23
16.00
0.874
2LR ----
13.0
---- ---- -4.5
0.32 21.3 _ ---
-4.5
0.32 21.3
g•p ___
- 13.5
---•- ---- -0.01
0.22 21.4 ----
-0.01
0.22 21.4
28
150
23
24
3.00
0.874
B ----
3.0
13.5 ----
---- 0.0
0.00 21.4 --
- 0.0
0.00 21.4
----
13.0 ----
---- 0.00
0.22 21.6 ----
0.00
0.22 21.6
20
150
23
25
29.00
0.874
3L3R ----
15.0
13.5 ----
---- -4.5
0.57 21.4 - -`-
-4.5
0.57 21.4
---••
13.0 ----
---- -0.01
0.22 22.2 ----
-0.01
0.22 22.2
21
150
25
26
1.00
0.874
L ----
4.0
13.0 ----
---- -4.5
0.06 22.2 ----
-4.5
0.06 22.2
----
14.0 ----
---- -0.01
0.43 21.8 -
---0.01
0.43 21.8
22
150
26
27
28.50
0.874
L4R ----
8.0
14.0 ----
---- -4.5
0.47 21.8 ----
-4.5
0.47 21.8
----
14.0 ----
---- -0.01
0.00 22.3 ---
-0.01
0.00 22.3
23
150
27
28
1.00
0.874
L ----
4.0
14.0 ----
---- -4.5
0.06 22.3 - ---
-4.5
0.06 22.3
- 13.0 ----
---- -0.01
0.43 22.8 ----
-0.01
0.43 22.8
24
150
28
29
14.00
0.874
L2R ----
6,0
13.0 ----
---- -4.5
0.26 22.8 - ---
-4.5
0.26 22.8
-_ --
13.0 ----
---- -0.01
0.00 23.1 ----
-0.01
0.00 23.1
25
150
29
30
2.00
0.874
L ---
4.0
13.0 ----
---- -4.5
0.08 23.1 ----
-4.5
0.08 23.1
---
11.0 ----
---- -0.01
0.87 24.0 ----
-0.01
0.87 24.0
26
150
30
11
13.00
0.874
LBR ----
8-0
11.0 ----
---- -4.5
0.27 24.0 --•-
-4.5
0.27 24.0
----
11.0 ----
---- -0.01
0.00 24.3 ----
-0.01
0.00 24.3
Node Notes
Pipe Notes
Legend:
P -
DIA
Pipe #
- Pipe Diameter
LEN -
Pipe Length
EQV.
LN - Pipe Equivalent Length
FIT.
FIXD
- Pipe Fittings
LOSS - Fixed
PUMP
- Pump Pressure
EL -
Loss Device
Node Elevation
SP -
FLOW
K-Factor
- Flow Rate
DISCH
- Discharge in gpm
PF -
Pressure Loss due to Friction
FL/FT
PE -
- Friction Loss per Foot
Pressure
PT -
Total Pressure at Node
Loss due to Elevation
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y,
DATE: 11/16/2018 S:\2017\31630\CALLS\4154_ALT.rdf Page 4
The maximum velocity of water flow occurs in pipe 2
at 18.40 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 2
at 18.40 ft/s with 1 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
PAGE: C
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
( in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.874
1.00
4.00 3.00 1.00
1.00
5.00
2.00
0.00
0.00
0.00
1.101
1.00
5.00 5.00 1.00
1.00
8.00
2.00
0.00
0.00
0.00
1.394
2.00
6.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
PAGE: K
MATERIAL: Copper Tube-K
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.745
0.00
1.00 3.00 1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.995
1.00
2.00 6.00 2.00
2.00
6.00
0.00
0.00
0.00
0.00
PAGE: L
MATERIAL: Copper Tube-L
HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.265
1.00
3.00 6.00 2.00
2.00
7.00
0.00
0.00
0.00
0.00
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.360
2.00
8.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.8.0 computer program (License No. 50081444 )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.01 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.05 gpm with 1 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 57.0 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons.
The minimum pressure at any node is 18.0 psi at node 15.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 11/16/2018 S:\2017\31630\CALCS\4154..ALT.rdf Page 5
WATER SUPPLY CURVE
75.0�-
C
67.5
P
60.0
R
OD
E
52.5� S
S
45.Or
U
R
37.5�
E
{
30.0
P
22.5
S
I
}
15.0
7.5
0.0
04 8 12 16 20 24 28 32 36 40
FLOW (GPM)
Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm
(1 sprinkler flowing) (1 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
74.5 psi @ 25.0 gpm 74.5 psi @ 25.0 gpm
B = Required Water Supply D = Required Water Supply
57.0 psi @ 25.0 gpm 57.0 psi @ 25.0 gpm
DATE: 11/16/2018 S:\2017\31630\CALCS\4154-ALT.rdf Page 6
DATE: 11/16/2018 S:\2017\31630\CALCS\4154-ALT.rdf
Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
GRIFFIN RANCH
LA QUINTA, CA
PLAN 4154 ALT.
10%- TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 11/16/2018
File No: 31630
Data File Name: 4154 ALT.rdf
SPRINKLER SPACING
256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(16x16) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press
Flowing Flow (psi)
1 13.0 7.6
2 13.0 7.6
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
Node Total Avail. Req'd
No. Flow Press. Press.
22 18.0 74.5 39.0
22 31.0 74.5 63.5
DATE: 11/16/2018 S:\2017\31630\CALCS\4154-ALT.rdf Page 2
RESULTS OF ANALYSIS
PIPE & NODE DATA
*
FLOW ANALYSIS
* 1 sprinkler flowing *
2 sprinklers flowing
FIXD
P # END LEN
FIT.
LOSS EL
SP *DISCH FLOW
PF PT *DISCH FLOW PF PT
HWC NOD DIA
EQV.LN
PUMP (FT)
(K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI)
1
100 30.00
BG
---- -2.0
SRCE ---- 18.0 3.28 39.0
---- 31.0 9.01 63.5
150
101 0.995
6.0
---- -2.0
---- ---- 0.09 0.00 35.7
---- 0.25 0.00 54.4
2
101 1.00
-9.5 -2.0
---- ---- 18.0
0.38 35.7
---- 31.0 1.03 54.4
150
102 0.745
0.0
---- -2.0
---- ---- 0.38
0.00 25.8
---- 1.03 0.00 43.9
3
102 70.00
3L
--- -2.0
---- ---- 18.0
1.88 25.8
---- 31.0 5.14 43.9
150
103 1.360
24.0
---- -2.0
---- ---- 0.02
0.00 23.9
--- 0.05 0.00 38.8
4
103 4.00
LG
---- -2.0
---- ---- 18.0
0.20 23.9
---- 31.0 0.54 38.8
150
104 1.265
3.0
---- 2.0
••5 5 0.03
1.73 22.0
5 0.08 1.73 36.5
5
104 2.00
L
---- 2.0
-5 5 13.0
0.08 22.0
5 26.0 0.28 36.5
150
105 1.394
6.0
---- 4.0
---- ---- 0.01
0.87 21.1
---- 0.04 0.87 35.4
6
105 1.00
-3.0 4.0
---- ---- 13.0
0-01 21.1
---- 26.0 0.04 35.4
150
106 1.394
0.0
---- 4.0
---- ---- 0.01
0.00 18.0
---- 0.04 0.00 32.3
7
106 7.00
2L
---- 4.0
---- ---- 13.0
0.18 18.0
--- 26.0 0.67 32.3
150
10 1.394
12.0 ----
11.0 ----
---- 0.01
3.03 14.8 ----
0.04 3.03 28.6
8
10 35.50
2L5R ----
11.0 ----
---- 13.0
1.55 14.8 ----
26.0 5.58 28.6
150
11 1.101
15.0 ----
11.0 ----
---- 0.03
0.00 13.3 ----
0.11 0.00 23.0
9
11 4.50
R ----
11.0 ----
---- 6.5
0.15 13.3 ----
12.5 0.48 23.0
150
12 0.874
1.0 ---- 13.0 ----
---- 0.03
0.87 12.3 ----
0.09 0.87 21.7
10
12 2.00
L ----
13.0 ----
--- 6.5
0.16 12.3 ----
12.5 0.52 21.7
150
13 0.874
4.0 ----
13.0 ----
---- 0.03
0.00 12.1 ----
0.09 0.00 21.2
11
13 12.50
LR ----
13.0 ----
---- 6.5
0.46 12.1 ----
12.5 1.53 21.2
150
14 0.874
5.0 ----
13.0 ----
---- 0.03
0.00 11.6 ----
0.09 0.00 19.6
12
14 4.50
B ---
13.0 ----
---- 0.0
0.00 11.6 ----
0.0 0.00 19.6
150
15 0.874
3.0 ----
13.0 ----
---- 0.00
0.00 11.6 ----
0.00 0.00 19.6
27
14 22.00
B3R ----
13.0 ----
---- 6.5
0.74 11.6 ----
12.5 2.45 19.6
150
16 0.874
6.0 ----
13.0 ----
---- 0.03
0.00 10.9 ----
0.09 0.00 17.2
13
16 2.00
L ----
13.0 ----
---- 6.5
0.16 10.9 ----
12.5 0.52 17.2
150
17 0.874
4.0 ----
13.0 ----
---- 0.03
0.00 10.7 ----
0.09 0.00 16.7
14
17 33.00
L7R ----
13.0 ----
---- 6.5
1.16 10.7 ----
12.5 3.85 16.7
150
18 0.874
11.0 ----
11.0 ----
---- 0.03
0.87 10.5 ----
0.09 0.87 13.7
15
18 14.50
4R ----
11.0 ----
---- 6.5
0.49 10.5 ----
12.5 1.62 13.7
150
19 0.874
4.0 ----
11.0 ----
---- 0.03
0.00 10.0 ----
0.09 0.00 12.1
16
19 2.00
L ----
11.0 ----
---- 6.5
0.16 10.0 ----
12.5 0.52 12.1
DATE:
11/16/2018 S:\2017\31630\CALCS\4154_ALT.rdf
Page
3
150
20
0.874
4.0 ----
13.0
---- ---- 0.03
0.87
8.9
---- 0.09
0.87
10.7
17
20
18.50
LB3R - --
13.0
---- ---- 6.5
0.75
8.9
---- 12.5
2.49
10.7
150
21
0.874
10.0 ----
13.0
---- ---- 0.03
0.00
8.2
---- 0.09
0.00
8.2
18
21
3.00
B ----
13.0
---- ---- 13.0
0.57
8.2
---- 13.0
0.57
8.2
150
22
0.874
3.0 ----
13.0
4.71 13.0 0.09
0.00
7.6
13.0 0.09
0.00
7.6
19
21
16.00
2LR ----
13.0
---- ---- -6.5
0.65
8.2
---- -0.5
0.01
8.2
150
23
0.874
9.0 ----
13.5
---- ---- -0.03
0.22
8.6
---- 0.00
0.22
8.0
28
23
3.00
B ----
13.5
---- ---- 0.0
0.00
8.6
---- 13.0
0.57
8.0
150
24
0.874
3.0 ----
13.0
4.71 ---- 0.00
0.22
8.8
13.0 0.09
0.22
7.6
20
23
29.00
3L3R ----
13.5
---- ---- -6.5
1.14
8.6
---- -13.5
4.47
8.0
150
25
0.874
15.0 ----
13.0
---- ---- -0.03
0.22
10.0
---- -0.10
0.22
12.7
21
25
1.00
L ----
13.0
---- ---- -6.5
0.13
10.0
---- -13.5
0.51
12.7
150
26
0.874
4.0 ----
14.0
---- ---- -0.03
0.43
9.7
---- -0.10
0.43
12.7
22
26
28.50
L4R ----
14.0
---- ---- -6.5
0.95
9.7
---- -13.5
3.71
12.7
150
27
0.874
8.0 ----
14.0
---- ---- -0.03
0.00
10.6
---- -0.10
0.00
16.4
23
27
1.00
L ----
14.0
---- ---- -6.5
0.13
10.6
---- -13.5
0.51
16.4
150
28
0.874
4.0 ----
13.0
---- ---- -0.03
0.43
11.2
---- -0.10
0.43
17.4
24
28
14.00
L2R ----
13.0
---- ---- -6.5
0.52
11.2
---- -13.5
2.03
17.4
150
29
0.874
6.0 ----
13.0
---- ---- -0.03
0.00
11.7
---- -0.10
0.00
19.4
25
29
2.00
L ----
13.0
---- ---- -6.5
0.16
11.7
---- -13.5
0.61
19.4
150
30
0.874
4.0 ---
11.0
---- ---- -0.03
0.87
12.7
---- -0.10
0.87
20.9
26
30
13.00
LBR ----
11.0
--- ---- -6.5
0.55
12.7 ----
-13.5
2.14 20.9
150
11
0.874
8.0 ----
11.0
---- ---- -0.03
0.00
13.3 ----
-0.10
0.00 23.0
Node Notes
Pipe Notes
Legend:
P -
Pipe #
LEN -
Pipe Length
DIA
- Pipe Diameter
FIT.
- Pipe Fittings
EQV.
LN - Pipe Equivalent Length
FIXD
LOSS - Fixed Loss Device
PUMP
- Pump Pressure
EL -
Node Elevation
SP -
K-Factor
DISCH
- Discharge in gpm
FLOW
- Flow Rate
FL/FT
- Friction Loss per Foot
PF -
Pressure Loss due to Friction
PE -
Pressure Loss due to Elevation
PT -
Total Pressure at Node
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y,
DATE: 11/16/2018 S:\2017\31630\CALLS\4154 ALT.rdf
Page 4
The maximum velocity of water flow occurs in pipe 2
at 13.25 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 2
at 22.82 ft/s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name:
standard.npt
PAGE: C
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
y
Z
45 Ell
90 Ell TeeBch TeeRun Couplg
SwgChk
GatVly
X
y
0.874
1.101
1.00
4.00 3.00 1.00
1.00
5.00
2.00
0.00
0.00
Z
0.00
1.394
1.00
5.00 5.00 1.00
1.00
8.00
2.00
0.00
0.00
0.00
2.00
6.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
PAGE: K
MATERIAL: Copper Tube-K
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
y
Z
45 Ell
90 Ell TeeBch TeeRun Couplg
SwgChk
GatVly
X
y
0.745
0.995
0.00
1.00 3.00 1.00
1.00
0.00
0.00
0.00
0.00
Z
0.00
1.00
2.00 6.00 2.00
2.00
6.00
0.00
0.00
0.00
0.00
PAGE: L
MATERIAL: Copper Tube-L
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
y
Z
1.265
1.00
3.00 6.00 2.00
2.00
7.00
0.00
0.00
0.00
0.00
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk GatVly
X
y
1.360
2.00
8.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
Z
0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.8.0 computer program (License No. 50081444 )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance ❑f 0.18 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
Of 0.11 gpm with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 63.5 psi and a 7 minute flow of 217 gal. and a 10 minute flow of 310.0 gallons.
The minimum pressure at any node is 7.6 psi at node 22.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 11/16/2018 S:\2017\31630\CALCS\4154 ALT.rdf
Page 5
75.0
67.5
P
60.0
R
E
52.5
S
S
45.0
U
R
37.5
E
( 30.0
P
S 22.r
I
) 15.(
7.5
III
WATER SUPPLY CURVE
0D
0.0
04 8 12 16 20 24 28 32 36
FLOW (GPM)
Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm
(1 sprinkler flowing) (2 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
74.5 psi @ 18.0 gpm 74.5 psi @ 31.0 gpm
B = Required Water Supply D = Required Water Supply
39.0 psi @ 18.0 gpm 63.5 psi @ 31.0 gpm
40
DATE: 11/16/2018 S:\2017\31630\CALCS\4154_ALT.rdf Page 6
OFFICE USE ONLY:
REVIEW DATE: _
❑ APPROVED El CORRECTIONS
CALIFORNIA
CALLED FOR PICKUP: DESIGN & DEVELOPMENT DEPARTMENT
78-495 Calle Tampico
PICKED UP: La Quinta, California 92253
(760) 777-7125 / FAX (760) 777-7011
FIRE REVIEW APPLICATION
❑ SUBMITTAL # 0 REVISION #
Applicant Name:
Mailing Address:
APPLICANT/OWNER INFORMATION
Dj
DATL CIA]
I~E 03 13 20IN
1 A Mkf k
DESIGN & DEJELUHAN f DEPARTMENT
PERMIT NO.
FIRE SPRINKLER SYSTEMS, INC Owner Name: LENNAR
705 E. HARRISON ST. #200, CORONA CA 92879 Site Address:
ozo - ooaI
MASTER PLAN 5(4154) AS -BUILT
Phone Number: 951-272-2522 Project PRESTIGE / TRACT# 32879 / PLAN TYPE 5(4154) / 46 HEADS
Email: jamieb@fireinc.net Description: (Include # of sprinkler heads)
Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the City's fire
department, and the County designee serves as the City's fire chief. Applicant recognizes this contracted arrangement and
shall comply with County Fire Depwiment directions.
CONTRACTOR INFORMATION
Contractor Name:
FIRE SPRINKLER SYSTEMS, INC.
Contractor #:
684600
Signature:
Contact Person:
JAMIE BISHIP
`
Mailing Address:
705 E. HARRISON ST., #200
Print Name: JAMIE BISHIP
City, State, Zip:
CORONA, CA 92879
Phone Number: 951-272-2522
Business License #:
762890
Email Address: jamieb@fireinc.net
A. APPLICATION TYPE
FIRE SPRINKLER SYSTEM
STORAGE TANKS
❑ NEW COMMERCIAL/INDUSTRIAL
❑ DISPENSERS ONLY
HOURLY@161/HR
❑ 0-35,000 SQ FT
$670
❑ ABOVE GROUND
HOURLY@161/HR
❑ 35,001-75,000 SQ FT
$791
SUPRESSION SYSTEM
❑ 75,001-120,000 SQ FT
$992
❑ HOOD & DUCT
$418
❑ 120,001 AND UP
$1234
❑ OTHER SUPRESSION SYSTEM
HOURLY@161/HR
❑ TENANT IMPROVEMENTS - FIRE SPRINKLER
$418
MASTER PLAN
El RESIDENTIAL SPRINKLER SYSTEMS
------------
❑ MASTER PLAN HOURLY@161/HR
❑ 1-50 SPRINKLER HEADS
$418
MISC
❑ 51-100 SPRINKLER HEADS
$498
❑ PYRO
$740
❑ OVER 100 SPRINKLER HEADS
$579
❑ HAZMAT
HOURLY@161/HR
❑ RESIDENTIAL TRACT HOME (EA.) ADDITIONAL
❑ HIGH PILE RACK STORAGE
HOURLY@161/HR
❑ 1-50 SPRINKLER HEADS
$176
❑ PRIVATE FIRE MAINS
$901
❑ 51-100 SPRINKLER HEADS
$257
❑ TECHNICAL REPORT RESEARCH
HOURLY@161/HR
❑ OVER 100 SPRINKLER HEADS
$337
❑ FIRE PUMPS
$659
❑ MULTI -FAMILY (3 OR MORE)
1 $590
❑ STANDPIPE SYSTEMS
$579
FIRE ALARM SYSTEM
❑ WATER TANKS
$418
❑ COMMERCIAL - SPRINKLER MONITORING
$418
❑ REVISION
$161
❑ COMMERCIAL - FIRE ALARM SYSTEM
$1062
❑ OTHER
HOURLY@161/HR
MI IPF 1. I LYPI I II U— U I _L II JUIUyy Li n wnn n» �eie� ree uI a Kecoras rvlanagemenr ree or >iu or >zi REVISED 12/6/2019
'For permits billed at an hourly rate, these fees will be added at time of payment.