FCMP2020-0014 Griffin Ranch Plan 8 Rev 1a u�tt
Project Details PROJECT NUMBER
` =�w City of La Quinta FCMP2020-0014
MoFT�-
Description: GRIFFIN RANCH / MASTER FIRE SPRINKLER PLAN 8 / REV
1
Status: APPROVED
Type: FIRE CONSTRUCTION MASTER PLAN (WEB)
Status Date:
Subtype: FIRE SPRINKLER MASTER PLAN
Applied: 7/29/2020
Address: 81181 MERV GRIFFIN WY
Approved: 8/24/2020
City, State, Zip: LA QUINTA,CA92253
Closed:
Project Manager:
Expired:
Details:
Pr DAYS
REVIEWS
III ACTIONS
INSPECTIONS
CONDITIONS
ADDITIONAL SITES
CHRONOL
CONDITION
TYPE
CONTACT
DATE
ADDED
DATE
REQUIRED
DATE
SATISFIED
STATUS
REMARKS
NOTES
Standard Condition. The applicant shall comply
with the provisions of LQMC Section 13.24.180
(Fees and Deposits). These fees include all
FEE - A
KOHL HETRICK
8/24/2020
9/23/2020
COMPLIES
deposits and fees required by the City for plan
checking and c
FEES PAID. STATUS CHANGED TO "APPROVED"
PER KOHL.
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST STE
CORONA
CA
92879
jamieb@fireinc.net
200
Printed: Thursday, March 02, 2023 3:39:46 PM 1 of 3 CENTRALSOLIARE
a u�tt
Project Details PROJECT NUMBER
` =�w City of La Quinta FCMP2020-0014
MoFT�-
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
BILL TO
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST STE
CORONA
CA
92879
jamieb@fireinc.net
200
CONTRACTOR
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST STE
CORONA
CA
92879
jamieb@fireinc.net
200
OWNER
IOTA GRIFFIN
4675 MACARTHUR CT
NEWPORT
CA
0
NO 1550
BEACH
CLTD
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
FIRE STAFF - PER HOUR
101-0000-42420
1
$161.00
$161.00
9/23/20
WEB6328
035810
CREDIT
FIRE SPRINKLER
ECON
SYSTEMS INC
Total Paid for FIRE FEES: $161.00
$161.00
RECORDS
MANAGEMENT FEE -
101-0000-42416
0
$21.00
$21.00
8/7/20
WEB5946
CREDIT
FIRE SPRINKLER
ECON
SYSTEMS INC
MAJOR
Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00
$21.00
TECHNOLOGY
502-0000-43611
0
$5.00
$5.00
8/7/20
WEB5946
CREDIT
FIRE SPRINKLER
ECON
ENHANCEMENT FEE
SYSTEMS INC
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
$5.00
•
INSPECTION TYPE
INSPECTOR
SCHEDULED I
DATE
COMPLETED
DATE
RESULT REMARKS
NOTES
REVIEW TYPE
REVIEWER
SENT DATE
DUE DATE
RETURNED
DATE
STATUS
REMARKS
NOTES
1ST FIRE (2WK)
FIRE BUCKET
8/6/2020
8/17/2020
8/6/2020
INCOMPLETE
NEED PLANS UPLOADED PRIOR TO REVIEW START
Printed: Thursday, March 02, 2023 3:39:46 PM 2 of 3 CENTRALSOLIARE
a u�tt
Project Details PROJECT NUMBER
` =�w City of La Quinta FCMP2020-0014
MoFT�-
1ST FIRE (2WK)
KOHL
8/7/2020
8/21/2020
8/24/2020
APPROVED
EMAILED APPROVED
HETRICK
DOCS
1ST PERMIT
PERMIT TECH
8/6/2020
8/7/2020
8/6/2020
COMPLETE
TECHNICIAN (1DAY)
BUCKET
• 1111910M
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
8/7/2020
EtrakitContractor
Master Plan Type 8 Fire
Master Plan 8.4820 Fire
1
Plan
Plan.pdf
DOC
8/7/2020
EtrakitContractor
Application 1
Plan 8 Application.pdf
1
DOC
8/7/2020
EtrakitContractor
Application 2
Plan 8 TrackingSheet.pdf
1
DOC
8/7/2020
EtrakitContractor
Plan Type 8 Hydraulic
Plan 8.4820 Hydraulic
1
Calculations
Calculations.pdf
DOC
8/6/2020
KAYLI ALFORD
FCMP2020-0014
FCMP2020-0014
1
APPLICATION.pdf
APPLICATION.pdf
DOC
8/27/2020
KOHL HETRICK
Master Plan 8 - 4820
Master Plan 8 - 4820
1
Fire Plan (K3.7).pdf
Fire Plan (K3.7).pdf
Master Plan 8 - 4820
Master Plan 8 - 4820
DOC
8/27/2020
KOHL HETRICK
Hydraulic
Hydraulic
1
Calculations.pdf
Calculations.pdf
Printed: Thursday, March 02, 2023 3:39:46 PM 3 of 3 CENTRALSOLIARE
eulear. m66.,
Model FiFC30 (SIN RA0611) @
Re''ab'id Modd ntia F (SIN RA0612)
Model RFC49 (SIN FIA0616)
Residential Flat Concealed a
Sprinklers
A Residentlat Flat Concealed - --
Sprinklerengi nears dfor a minimum
design density of 0.05 gpnV t' with
low GPM requirements.
Featuesr- _
1. Very low water nov requ rananle 3
2. Cwes plate alNrmlent (Plain or Pslad) la
vnlh'h'(laim) Total adNsmfenl.
3. Thread-0NThmed.ON or Rlah-0ryfl d
ON cover attachmenloplion. _.
4. Smooth asummic ce Inn pmfle
5. Available'n brass chromeand black plated
or barred Ilnnhes
Ustings & Approval
I. Listed by Undenyrlters Labaalorles. and
milt eel by UL for Canada (cULus)
UL Lledng Categories F 17 Ili, t1a ni'. .aa
Rrx; Axnl. I A I a: ar r. Spr nklerx
UL Guide Number
12
VKKVy
Product Deserter'-
C C ORx a �ai.viMIt
�
P
e p len p i a..
Nx,'m Ps." �9 tl Ern P
9� c na der. a
«.vge .vary a«where nn n PA 11 ua z
n esimaw��e.e
rsA.a M rsG4a brrea On U111=2-1-111
w'^ -
OeNb attnN r9a,a eaT N m T
ceo - � srvw NdmeM to ve me mvc
d ms r. cna, 3e cavar dew a N aaemdx
7ba Rellable Auromeele Sprinklivii Ines., 103 Folrvbw Park DISK,. Elmsford Ni IM23
am
W�Mmm
MW®®®®®®�
Em=®ME®®®®®
REMM
Ba®
_ -. '.
_
®®f
Mudd P1
Residential SpnnIders for
Design Density of A5 gpnW €�
— FI Rea son"Reeengir- mrerekr"rmtI—
mme aKinnim.ntlabnou avd.9swma'
.12
DaFWpeb Alprwep'rtwF aro � r
aptlnk1MM1M,.m1DenNly:Rde B',SeM
ULDa+ng CaaporyntcW a aw xrq a�
MLrC,ultle Number n TeemNa
nt Lwec+B Sa act f..w.)n rvnrn
rc
-
nrmu
Thea oma+capnt I O3 Fa RarkDive, HnshJ,Nerv�mk f0:29
HYDRAULIC SYSTEM
This Building he Protected by a
lydraularly Designed
Itormi Sprin'der System.
Date Installed 8115117
Location CALCAREA2
Number of Spdnldels 2
Ba EiNsof Design
Iry .05 gpmisg.fL
26ESIGNEDAKEAOF ol6cRARGE
392 ap.R
System Demand
1. WATER roily RATE 25.7 epm
2REBIOUALP "_`EATIHE
MSEOFIHERBER 29.1 Pit
Installed By FireSporlderSysfems,lnc.
HYDRAULIC NAMEPLATE
N.T.S.
SENJU SPRINKLER co=LTD.
aeamennaTtewFreeFlanceaedsed—
--
F ` .. N-TI
peaaeat_
1 q -cf
4
1 q -cf
4
4PFBa0Pa
EM
111-1107,1
milli
13D/CRC 313.3 GENERAL NOTES
1. AUTOMATIC FIRESPRINNLER SYSTEM HASBEEN DESIGNEDTOBE
vMTH NFPA I3D D1s EDIT
EOUR, NTS OF TNEMCITY OFLAOFUSINTA nRE DEPA TMENT
O.
2. 7HESSPRGHAND FrNATLEINSHE rL� ET TEDODI�ISPECTEE EING
GRANiEDNMINIMHMISDFCTI�ONA�FI GRWV5NINI NC NICE—LBE
ANITII
OFTHE
REQUESTED INSPECTION.
3. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS
III I�IIIN RVMSE PENETRAT Nc sTRUCTUw.L 4 MEMBERS SHALL BEMACWRDANCE VMTH c,,I RNIA BUILgNGCODE.
5 TYPE OF PLASTIC PIPETOBE CPVC MANUFACTURED BY BL MASTER
LISTED. /10INITY MAP
6' ITSR EGSHALL HAVER PERMANENTLY AFFIXED SIGN INDICATING re
TI
7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM
s' THE MANIIINq ABRLORATIU� OF SPRINKLERS SHALLCCEN E�IN TH
INIFFFPAo�1L310 FACT URES IR OU REMENTSSDAND THOLE ICCONTA
S' HG SE Na. SERVICE ANDAUDIBLE FROMI THE STREET THAT FRETTED
DETEEKTTORS TO BE 1A sMq(E INSTALLED BY OTHERS
11 RANUEAETUFED BV RELIABLE INSTALLEDAT I4 ET MAXIMUMSPACING
(SEE TECH DATA)
12 PENDENT INTERMECIATE TEMP WICK RESPONSE SPRINKLERS AREUL
13 FMTUIROES CEILING FA���NSRETC LEAST
R IN AMRUANCE IMTH Td6LE835>2 AND
AREIN CAMPLIANCEIMTHB ]OC TIONS FOR CONTINUOUS OBSTRUCTIONS
14 AS Fm$AANCE�H9250 BE PROVIDED VMTH SPRINKLER COVERAGE IN
15 S SPRINKLERS SHALL NOT BE REWIRED TO BE PROVIDED IN
ACCAROANCEVVTH 5112
16 NFPA13D83 S11yV GRE THE FUELFIRED EQUIPMENT ISABOVEALL ff_HE,
PRESSURE REGULATOR PRESSURE REGULATOR
TOBE SET AT -PSI �uEsT.NCREST ETATE PSI
DOMESTLWATER ESTIC LWAT. OMEbTIC
T \S GPM AIIfLIIILOWANCE R DOM T CONTROLS GPM AIIfLKIILOWANCE D
11W — 3 ELW. 11WEE— 2 ELEV.
CONTROLBALLVALVE
nNISH GRADE — O ELEV.
1/" COPPER BS PASTETER BUM+
Y E� 135' MAX en,x COPPER'"3T MAXK
Q 02F1EV1
ALT. UNDERGROUND DETAIL
N.T.S. (FOR REFERENCE ONLY)
'FOR REFERENCE ONLY
WNTROLBALLVALVE
FINISH GRADE — O ELEV.
1W COPPER I METER
as
a LO1"COMP
EOLEV 135'MACOPPER N
XR
Q -2 F1EV1
UNDERGROUND DETAIL
N.T.S. (FOR REFERENCE ONLY)
GRIFFIN RANCH
TRACT ]e AGIREPLAINS
-PPAAN PSDR
LAOUINTA, CA.
AHJ:CITYOFIAOUINFA
LEGAL DESCRIPTION
OCCUPANCYCoNSTRUCTION'. I,—
TORIES'. I
BUILDING AREA. 5,- SOFT.
FIRE SPRINKLER SYSTEM'
FEES IGNEDAND INSTALLED PER 2m6 NFPA 13DALL
RESIDENTWLVATHA A5DENSITYNATHINAREAS
seoPE OF WORK To START AT BASE OF DENST'R ERN SE 114)
BUILDING SUMMARY
• CONCEALED RES. PENDENT SPRINKLER
® CONCEALED RES. PENDENT SPRINKLER
Q RESIDENTIAL PENDENT SPRINKLER
G CHANGE IN ELEVATION
® RISM LOCATION (PER DETAIL)
® NODE POINT FOR CALOILATION
HANGER TIC DETAIL
SYMBOLLEGEND
Riverside County Fire Department
La Quinla Office of the Fire Marshal
BY Kohl Hetrick .`,az°_' ,_.u„„
FIRE SAFETY SPECIALIST
0824/2020 3 0141 PM
The approverlof plan tl pe f tansdces not
permit the vclaton c.lation, missionor faulty
inatellaton of any requirement. of Title 24 or any
Local Ordnr Cumatmodion.hall remain
a ssible and expo d for 'ref adon purposes
uM l aplumved by the Fire Dep trtn ent
PERMIT#- FCMP2020-0014
APPROVAL STAMP
CPVC TOSYSTEM— 10 11EL-Fr-FIRS-RAGE
SPAAESPANNEASSIIALL
HOTBED AEOREA. DBE
PPREPER5.1
1"CPVCRISER
F GAUGE
ACCESS DOOR
h"MAIII''DRAIN VALVE
ORAIry TO IXTERIOR 1�
9 UBaBIIE FACEDCHECK VALVE 1� 4EL-..
yL 10J_ YELEV.
RISER DETAIL
N.T.S.
JOB NO: 31530
DATE: W15117
D LkwN BY: M.N.
1-HR. AND 2-HR. GYPSUM WALL ASSEMBLY
1 OR 2 HOUR FIRE RATED THROUGH PENETRATION FIRESTOP FOR SINGLE
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.
T E 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.
UL/cUL SYSTEM NO. WL2151
0 0
HYDRAULIC SYSTEM
This Building is Protected by a
Hydraulically Designed
Automatic Sprinkler System.
Date Installed 8/15/17
Location CALC AREA 1
Number of Sprinklers 1
Basis of Design
1. DENSITY .05 gpm/sq.ft.
2. DESIGNED AREA OF DISCHARGE
400 sq.ft.
System Demand
1. WATER FLOW RATE 25 gpm
2. RESIDUAL PRESSURE AT THE
BASE OF THE RISER 36.2 psi
Installed By Fire Sprinkler Systems, Inc.
II �
SIZE - SYSTEM PIPE: 3/4" thru 3"
MATERIAL - CARBON STEEL.
FINISH - Mil. Galvanized.
LISTING/APPROVAL -
203-EX 4231, EX 2551
FUNCTION - Support horizontal piping: CPVC, Copper or Steel.
Size 3/4" - 2" Prevents upward movement of pipe from pendent sprinkler discharge
Stabilize vertical piping.
INSTALLATION - Per these instructions
including NFPA 13, 13R, 13D and CPVC manufacturers instructions.
install on horizontal or vertical mounting surface.
FASTENERS - UL Listed per NFPA 13
in WOOD:
3/4" - 3" CPVC PIPE - #905 screw - no pre -drill.
3/4" - 3" Steel and Copper pipe - #14 x 1 1/2" SMS or
1/4"x1 1/2" lag bolt - no pre -drill.
in STEEL: min. 18 GA.
3/4" - 3" CPVC, Copper and Steel pipe - 1/4" or #14 Tek Screw.
FEATURES
Offset edge eliminates abrasion.
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
510 FAST.
SIZE DIM.
3/4 2.126
1 2.312
1 1/4 3.170
1 1/2 3.400
2 1 /2 4.320
3 5.320
Restraint
Hanger Stabilize
Nominal Pipe Size (in.)
1%"
1%"
2"
2%
3"
3%z"
4"
5"
6"
8"
Steel pipe except threaded
N/A
12'-0"
12'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15-0"
15-0"
15,-0"
15,-0"
lightwall
Threaded lightwall steel
N/A
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
N/A
N/A
N/A
N/A
N/A
pipe
Copper tube
8'-0"
8'-0"
10'-0"
10'-0"
12'-0"
12'-0"
12'-0"
15'-0"
15-0"
15,-0"
15.4,
15,-0"
CPVC
5'-6"
6'-0"
6'-6"
7'-0"
8'-0"
9'-0"
10'-0"
N/A
N/A
N/A
N/A
N/A
Polybutylene (IPS)
N/A
3'-9"
4'-7"
5'-0"
5-11"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Polybutylene (CTS)
2'-11"
T-4"
3'-11"
4'-5"
5'-5"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Ductile iron pipe
N/A
N/A
N/A
N/A
N/A
15'-0"
N/A
N/A
15'-0"
N/A
15'-0"
15'-0"
AFCON 510 HANGER (STEEL -COPPER - C.P. V.C.
NOT TO SCALE
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 "x1 1/2" lag screw - no pre -drill.
Thru 5/8" gypsum board - 1/4"x 2" lag screw.
STEEL - min. 18 GA. - CPVC, Copper and Stell pipe - 1/4" or #14 Tek Screw.
CONCRETE: Required minimum load each 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.
4-t-
Restr
Hanger/Restrainer
%"
1"
1%a"
1%z"
2"
2%z"
3"
3%z"
4"
5"
6"
8"
Steel pipe except threaded
N/A
12'-0"
12'-0"
15-0"
15-0"
15-0"
15'-0"
15-0"
15'-0"
15'-0"
15'-0"
15'-0"
lightwall
Threaded lightwall steel
N/A
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
N/A
N/A
N/A
N/A
N/A
pipe
Copper tube
8'-0"
8'-0"
10'-0"
10'-0"
12'-0"
12'-0"
12'-0"
15'-0"
15'-0"
15,-0"
15'-0"
15'-0"
CPVC
5'-6"
6'-0"
6'-6"
7'-0"
8'-0"
9'-0"
10'-0"
N/A
N/A
N/A
N/A
N/A
Polybutylene (IPS)
N/A
3'-9"
4'-7"
5'-0"
5'-11"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Polybutylene (CTS)
2'-11"
T-4"
3'-11"
4'-5"
5'-5"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Ductile iron pipe
N/A
N/A
N/A
N/A
N/A
15'-0"
N/A
N/A
15'-0"
N/A
15-0"
15-0"
AFCON 514 HANGER (STEEL -COPPER - C.P. V.C.
NOT TO SCALE
)ilize
FLOOR AREA - 4,820 SQFT.
TOTAL LIVING AREA - 4,820 SQFT.
GARAGE AREA- 716 SQFT.
DESIGN AND INSTALLATION SHALL
CONFORM TO NFPA 13D, 2016 ED.
NOTES:
1. ALL HEAD SPACING TO BE 14'x14', UNLESS OTHERWISE
NOTED.
2. ALL PIPES TO BE 3/;' 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 8.3.2.)
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.
W o 0
¢ M NCD
N
z <I�'I< �-I<
ISS]
FIR! SPRINIa111R
SYSTI MS INC.
•
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 permission from Fire
SDrinkler Svstems.
FZ
Z
0�
M
,
c00
C�
Z
N
o
N
M
cfl
o
w
W
rn
z
v
v
o
Q
X
X
X
O
Ci
Z
UJ
rn
of
LU
J
Y
Z_
d
coo
r-
d
N
W
J
O
W
O
U
<
I-
o
rn
Y
ri
ri
v
J
cG
•
O
®
'
Z
FLU
o�
Z
J
W
Wd(nW
.WmU
MZO)LU
":TM
.
.
O
OU
0�O
0:�Z
LLU
Of
LLd
O
U
U
U_
J
J
¢
W
J
J
lY
�
O
CV
00
U)Q
Z
Z QU
d0-
Q
Z
IY rn
z
m Z
LLl I--
N
(3
LU
J
U)
coC�
J
� I-
U
Q
ry
I -
JOB NO: 31630
DATE: 8/15/17
DRAWN BY: M.N.
Q�o,��OT I ON C pN�
CLASSIFICATION 9n�
C-16
* LICENSE NO.
684600
J�gTF OF CA`
SIZE - 24" X 36"
SCALE
3/16" =1'
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
z� ^
a
J� Z =d
~Q D_ ZW
oO O J cn
02 W ZD
O =Z Q 00
7, ofCD of N O
W WW (D �Of
~
�� LU
X M LU
�LU
Q CO
Q~ J Q0'
OQ =) LL.
LUM
m
Qp Q
0
Q
W
Q M N N
aaaaa
0
_AJI" � 11 LL
CLG. = 9' 0"CLG. C? 8' 7" = 4'-3" VSSI
O V O c"J L..*
SIMINIME
n v n 3' 4" O F,SY5TEM8INC.R
c �A � I 61111 2'-8" •
3' 4° r , ® N D NING ROOM LICENSE N0.684600
20, 11-' 0" CLG. - I •
8' 8' 4' 0" 4' ® Lo ® CUSTOM, TRACT, AND COMMERCIAL00,
MULTI -FAMILY
10 SQFT. •
8'-7".00 1'-9" 4 DESIGN, ENGINEERING AND
INSTALLATION
60
_ ® I 5- 2' 8" I 705 E. HARRISON ST., SUITE 200
zn
1 OOM
0'-01, ` -- CORONA,
PH800-915 34739
40 SQFT. I = I FAX - 951-272-2535
v •
® co ® I The recipient of these plans
9 SQFT. hereby acknowledges that all
plans, details, specifications or
® methods installation
contained in this set of plans is
4-311 the sole property of Fire
�, that nlyru e of this set of plans
2' 8" r, is prohibited and is a violation
of copyright laws without first
CLG. _ = S receiving
stems.
from Fire
7 SQFT. �,tfNDRI�---�
20'x20' SPACING---��,{G--
2'-6" 6 10 I Cv
i
6'- -2!,T
so cM O ® 0 _ s'
_ o
9'-0"CLG. ® ----------------
--------------
= II
� I I
I I
I I
AUND Y I I
10' 0" C LG. 2 CAR GARAGE
H
10'-0" CLG. F
� II
cil
14' 3'-2"
II '-10" 11 r4 i I i ri
IATk(C I��-JL� 10'5'-3" I I
ACCESSI
�� ----� 12 SQF . 8'-3" 1- i O
I i' I
I I
I I
I - in
I I b o I I
I I I I
O II
I I
® I I
I I
I I
I I
5 i 6'-4"
I I
I I
10'-5" 1 " el0'-3" 8 " 1' " 12'-6" T_ I I
I I
I I
® !
RISER
LOC
I I
I
---1-----------------------l---J O
00
U ZZ� U
Q
z < a
-- — Q
m
z
o Uj LU
NN (� J
GARAGE OPTION ' ¢~ J
� U
SCALE:1/4" = V-0"
0
41— 3'-2"
JOB NO: 31630
DATE: 8/15/17
DRAWN BY: M.N.
ION
� CLASSIFICATION
U_ C-16
* LICENSE NO.
684600
J�gTF OF C A`
SIZE - 24" X 36"
SCALE
1 /4" =1'
IF SHEET IS LESS THAN
24" X 36" IT IS A REDUCED
PRINT SCALE
REDUCE ACCORDINGLY
SHEET ID
OPTIONS
SHEET FP3 OF FP4
Table R • One Point of Restraint
R R
MAX. I MAX. l
One -Point
Vertical
Restraint
RESTRAINT RESTRAINT
ONE-POINTT ONE -POINT
Nominal
"R"
°R„
Pipe Size
Less than
Greater than
ANSI inches
100 psi
100 psi
ON
(6,9 bar)
(6,9 bar)
3/4
0'-9"
0'-6"
DN20
(0,23 m)
(0,15 rri)
DN25
(0,30m)
(0,23 m)
QN32
(0,41 m)
(0Lrn)
2'-0"
0"
DN40 - DN80
(0,61 m)
(0,30 rn)
Table S • Two Points of Restraint
Nominal Pipe
°.S„
„S.,
Size
Less#hen
Greater than
ANSI Inches
100 psi-
100 psi
DN
(6,9 bar)
(6,9 bar)
3f4
4'-0"
3'-0"
DN20
(1,22 m)
(0,91 rn)
1
5-011
4'-0»
DN25
(1,52 m)
(1,22 m)
1-1/4
6'-0"
5'-0"
DN32
{1;83 m)
(1,52 m)
1-1/2 _ 3
T-0"
T-0"
DN40 - DN80
(2,13 rrt)
(2,13 rn)
S
MAX._
Two -Point ANY DISTANCE �—
Vertical
Restraint
RESTRAINT
Two -POINT
January2005
Garage Installation Specifications
Garage Installation Specifications shall only apply for the installation of UL Listed
BlazeMasters CPVC pipe and fittings in garages requiring sprinkler protection per NFPA
13D and NFPA 13R. These Standards are defined in NFPA codes entitled 'One and Two
Family Dwellings and Mobile Homes' and in 'Residential Occupancies up to Four Stories
in Height'. As referenced in NFPA 13D Section 8.6.4,'Sprinklersore not required in garages,
open attached porches, tarpons 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 Walls and Partitions are covered in this
installation and technical handbook. Please read these sections of the manual carefully
prior to designing or installing TFP BlazeMaster pipe and fittings for garage installations.
The Installation of TFP BlazeMaster pipe and fittings in garages requiring sprinklers
is only UL Listed and is not C-UL Listed.
•Installation Requirements
-Protection: TFP BlazeMaster CPVC pipe and fittings shall be installed concealed
behind protection consisting of a minimum of one layer of/e thick gypsum
wallboard or'!s'thick plywood.
-Sprinkler Requirements: UL Listed, quick response, standard coverage, pendent
or sidewall sprinklers with a 225°f (107C) maximum temperature rating shall be
utilized. All sprinklers shall be installed per the manufacturer's published
installation instructions.
-Installation Standard: The Listing for Garage Installations shall pertain is those
occupancies defined by NFPA 73R.
System Risers
In accordance with the UL Listing, TFP BlazeMaster CPVC pipe and fittings maybe used
as system risers in accordance with NFPA 13, 130 and 13R when subject to the following
additional limitations:
1. When installed protected (concealed) in accordance with NFPA 13D and 13R, the
minimum protection shall consist of either one layer of ;/s' (9.5 mm) thick gypsum
wallboard or'h' (12.7 mm) [hick plywood.
2. When installed without protection (exposed) in accordance with NFPA 13, 130
and 13R, the following limitations shall apply:
- The riser shall be installed below a smooch, flat, horizontal ceiling construction. A
listed residential pendant 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 130) constructed utilizing nominal 2" x 10" or nominal 2' x
12' exposed solid wood joists on 16' centers. A Listed residential pendent
sprinkler is to be installed with its deflector a maximum of Vl7 below the bottom
of the solid wood joist in anticipation of future installation of a finished ceiling.
When installing TFP BlazeMaster CPVC pipe and fittings in conjunction with Z' x 12'
solid wood joists, the maximum system working pressure under flowing conditions
shall not exceed 100 psi and the maximum system working pressure under static
(nonflotvrng) conditions shall not exceed 175 psi.
The Listed residential pendent sprinkler is to have 155°F (66°C) maximum
temperature rating and is to be installed at a maximum horizontal distance of 12
inches from the center tine 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 11 gpm per sprinkler.
BUILDING SECTION
SCALE: 1/4" = 1'-0"
Fig. 29 -Double Offset Hanger &Restrainer for CPVC
Plastic Pipe C & US LISTED
Size Range — Available in 3/4" and 1" pipe sizes
Material —Prc-Galvanized Steel
Function —Intended to perform as a hanger and restrainer for
CPVC, plastic fire sprinkler pipe. Provides double offset 1 '/z" x
1•500
1 '/z" from mounting surface. This design will ease installation by
eliminating the need for wood black extension and allow retro-fit
attachment of hanger to sprinkler pipe.
'_-
Features --
• Thumb tab provides protection to restrain pipe it rough Job site
1,500
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
00
head self -threading screws furnished with product.
• Can be used as a single offset hanger by aligning "dimples"
0
;
with top of mounting surface and utilizing two fasteners in two of
the three holes provided.
q
3
Approvals —Underwriters' Laboratories Listed in the USA (UL)
'
and Canada (eUL) as a hanger and restrainer to support fire
3 3
sprinkler systems. Meets and exceeds requirements of NFPA 13,
13R and 13D.
Finish —Pre-Galvanized
Order By —Figure number and pipe size.
—__
PATENT PENDING
BUILDING SECTION
SCALE: 1/4" = 1'-0"
e sup_cia ex -a'd self-taztor lr
gar cefsre , .."_e, .stailatcr! �`
� o 0
I---_ N N
Q M N N
0 0
OZ
�FMSS
m L_ f� Q
FIRi SPRINIaiR
SYSTEMS INC.
•
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 pions
is prohibited and is a violation
of copyright laws without first
receiving permission from Fire
Sprinkler Systems.
w
V J
Z
O
U
w
0
N
rb
V
U
ZZ
Q
U
��
Q
Q
z
�M
m
�
LLIz
NN
C�
w
H
JOB NO: 31630
DATE: 8/15/17
DRAWN BY: M.N.
10
� CLASSIFICATION
C-16
* LICENSE N0.
684600
J�gTF OF C A` \!O���Q
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
SECTIONS
SHEET FP4 OF FP4
DATE: 7/21/2020 S:\2017\31630\CALLS\4B20.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 4820
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 7/21/2020
File No: 31630
Data File Name: 4820.rdf
SPRINKLER SPACING
APPROVED
Riverside County Fire Department
La Quinta Office of the Fire Marshal
By. Kohl Hetrick o_ 202008:24'5'0430_07o
FIRE SAFETY SPECIALIST
08/24/2020 3:03:51 PM
The approval of 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.
PERMIT#- Frm1D9n-)n-nnia
400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(20x2O) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Intl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Intl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 74.5 psi Resid: 67.3 psi Flow:2300.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd
Flowing Flow (psi) No. Flow Press. Press.
1 20.0 18.0 13 25.0
1 20.0 18.0 13 25.0
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
74.5 54.4
74.5 54.4
DATE: 7/21/2020 S:\2017\31630\CALCS\4820.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
6.04
54.4 ----
25.0
6.06
54.4
150
101
0.995
6.0
----
-2.0 ----
---- 0.17
0.00
48.3 ----
0.17
0.00
48.3
2
101
1.00
-4.0
-2.0 ----
---- 25.0
0.17
48.3 ----
25.0
0.17
48.3
150
102
0.995
0.0
----
-2.0 ----
---- 0.17
0.00
44.2 ----
0.17
0.00
44.2
3
102
135.00
3L
----
-2.0 ----
---- 25.0
5.84
44.2 ----
25.0
5.84
44.2
150
103
1.360
24.0
----
-2.0 ----
---- 0.04
0.00
38.3 ----
0.04
0.00
38.3
4
103
4.00
LG
----
-2.0 ----
---- 25.0
0.37
36.3 ----
25.0
0.37
38.3
150
104
1.265
3.0
----
2.0
-5 5 0.05
1.73
36.2 5
0.05
1.73
36.2
5
104
2.00
L
----
2.0
-5 5 20.0
0.48
36.2 5
20.0
0.48
36.2
150
105
1.101
5.0
----
4.0 ----
---- 0.07
0.87
34.9 ----
0.07
0.87
34.9
6
105
1.00
-3.0
4.0 ----
---- 20.0
0.07
34.9 ----
20.0
0.07
34.9
150
106
1.101
0.0
----
4.0 ----
---- 0.07
0.00
31.8 ----
0.07
0.00
31.8
7
106
7.00
2L
----
4.0 ----
---- 20.0
1.16
31.8 ----
20.0
1.16
31.8
150
10
1.101
10.0
----
11.0 ----
---- 0.07
3.03
27.6 ----
0.07
3.03
27.6
8
10
7.50
LR
----
11.0 ----
---- 20.0
2.62
27.6 ----
20.0
2.62
27.6
150
11
0.874
5.0
----
11.0 ----
---- 0.21
0.00
25.0 ----
0.21
0.00
25.0
9
11
67.00
L7R
----
11.0 ----
---- 11.9
6.27
25.0 ----
11.9
6.27
25.0
150
12
0.874
11.0
----
11.0 ----
---- 0.08
0.00
18.7 ----
0.08
0.00
18.7
10
12
0.50
B
----
11.0 ----
---- 20.0
0.73
18.7 ----
20.0
0.73
18.7
150
13
0.874
3.0
----
11.0 4.71 20.0 0.21
0.00
18.0 20.0
0.21
0.00
18.0
11
12
9.50
R
----
11.0 ----
---- -8.1
0.41
18.7 ----
-8.1
0.41
18.7
150
14
0.874
1.0
----
11.0 ----
---- -0.04
0.00
19.1 ----
-0.04
0.00
19.1
12
14
2.00
L
----
11.0 ----
---- -8.1
0.23
19.1 ----
-8.1
0.23
19.1
150
15
0.874
4.0
----
13.0 ----
---- -0.04
0.87
18.5 ----
-0.04
0.87
18.5
13
15
10.00
LBR
----
13.0 ----
---- -8.1
0.70
18.5 ----
-8.1
0.70
18.5
150
16
0.874
8.0
----
13.0 ----
---- -0.04
0.00
19.2 ----
-0.04
0.00
19.2
14
16
2.00
L
----
13.0 ----
---- -8.1
0.23
19.2 ----
-8.1
0.23
19.2
150
17
0.874
4.0
----
11.0 ----
---- -0.04
0.87
20.3 ----
-0.04
0.87
20.3
15
17
17.50
LBR
----
11.0 ----
---- -8.1
1.00
20.3 ----
-8.1
1.00
20.3
150
18
0.874
8.0
----
11.0 ----
---- -0.04
0.00
21.3 ----
-0.04
0.00
21.3
16
18
2.00
L
----
11.0 ----
---- -8.1
0.23
21.3 ----
-8.1
0.23
21.3
150
19
0.874
4.0
----
13.0 ----
---- -0.04
0.87
20.7 ----
-0.04
0.87
20.7
DATE: 7/21/2020 S:\2017\31630\CALCS\4820.rdf Page 3
17
19
5.50
L ----
13.0 ----
---- -8.1
0.37
20.7 ----
-8.1
0.37
20.7
150
20
0.874
4.0 ----
13.0 ----
---- -0.04
0.00
21.1 ----
-0.04
0.00
21.1
18
20
17.00
3R ----
13.0 ----
---- -3.7
0.19
21.1 ----
-3.7
0.19
21.1
150
21
0.874
3.0 ----
13.0 ----
---- -0.01
0.00
21.2 ----
-0.01
0.00
21.2
19
21
15.00
LB ----
13.0 ----
---- 0.0
0.00
21.2 ----
0.0
0.00
21.2
150
22
0.874
7.0 ----
13.0 ----
---- 0.00
0.00
21.2 ----
0.00
0.00
21.2
20
21
5.00
B ----
13.0 ----
---- -3.7
0.07
21.2 ----
-3.7
0.07
21.2
150
23
0.874
3.0 ----
13.0 ----
---- -0.01
0.00
21.3 ----
-0.01
0.00
21.3
21
23
9.00
B ----
13.0 ----
---- -3.7
0.11
21.3 ----
-3.7
0.11
21.3
150
24
0.874
3.0 ----
13.0 ----
---- -0.01
0.00
21.4 ----
-0.01
0.00
21.4
22
24
69.50
7R ----
13.0 ----
---- -3.7
0.71
21.4 ----
-3.7
0.71
21.4
150
25
0.874
7.0 ----
13.0 ----
---- -0.01
0.00
22.1 ----
-0.01
0.00
22.1
23
25
13.00
BR ----
13.0 ----
---- -3.7
0.16
22.1 ----
-3.7
0.16
22.1
150
26
0.874
4.0 ----
13.0 ----
---- -0.01
0.00
22.3 ----
-0.01
0.00
22.3
24
26
2.00
L ----
13.0 ----
---- -3.7
0.06
22.3 ----
-3.7
0.06
22.3
150
27
0.874
4.0 ----
11.0 ----
---- -0.01
0.87
23.2 ----
-0.01
0.87
23.2
25
27
2.50
L ----
11.0 ----
---- -3.7
0.06
23.2 ----
-3.7
0.06
23.2
150
28
0.874
4.0 ----
11.0 ----
---- -0.01
0.00
23.3 ----
-0.01
0.00
23.3
26
28
17.50
L2BR ----
11.0 ----
---- 4.4
0.36
23.3 ----
4.4
0.36
23.3
150
29
0.874
11.0 ----
11.0 ----
---- 0.01
0.00
22.9 ----
0.01
0.00
22.9
27
29
2.00
L ----
11.0 ----
---- 4.4
0.08
22.9 ----
4.4
0.08
22.9
150
30
0.874
4.0 ----
13.0 ----
---- 0.01
0.87
22.0 ----
0.01
0.87
22.0
28
30
59.50
LB7R ----
13.0 ----
---- 4.4
0.92
22.0 ----
4.4
0.92
22.0
150
20
0.874
14.0 ----
13.0 ----
---- 0.01
0.00
21.1 ----
0.01
0.00
21.1
29
28
36.00
B5R ----
11.0 ----
---- -8.1
1.72
23.3 ----
-8.1
1.72
23.3
150
11
0.874
8.0 ----
11.0 ----
---- -0.04
0.00
25.0 ----
-0.04
0.00
25.0
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,
DATE: 7/21/2020 S:\2017\31630\CALCS\4820.rdf Page 4
The maximum velocity of water flow occurs in pipe 8
at 10.70 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 8
at 10.70 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
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 0.01 gpm with 1 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 54.4 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallon:
The minimum pressure at any node is 18.0 psi at node 13.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 7/21/2020 S:\2017\31630\CALCS\4820.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
22.5
S
I
15.0
7.5
WATER SUPPLY CURVE
re
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) (1 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
74.5 psi @ 25.0 gpm
B = Required Water Supply
54.4 psi @ 25.0 gpm
74.5 psi @ 25.0 gpm
D = Required Water Supply
54.4 psi @ 25.0 gpm
40
DATE: 7/21/2020 S:\2017\31630\CALCS\4820.rdf Page 6
DATE: 7/21/2020 S:\2017\31630\CALLS\4820.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 4820
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 7/21/2020
File No: 31630
Data File Name: 4820.rdf
SPRINKLER SPACING
196.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 14.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 7.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Senju Descr: SS8261 Pend.RC-RES(14xl4) K=3.70
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=3.61 (Incl. 1 Tee)
0.0 ft. x 0,874 in. Arm -Over: K=3.59 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 74.5 psi Resid: 67.3 psi Flow:2300.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
SPRINKLER DEMAND
NO.Spklrs. Min Spklr. Press. Node Total Avail. Req'd
Flowing Flow (psi) No. Flow Press. Press.
1 10.0 7.7 22 15.0
2 10.0 7.7 22 25.7
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
74.5 30.6
74.5 48.0
DATE: 7/21/2020 S:\2017\31630\CALCS\4820.rdf Page 2
RESULTS OF ANALYSIS
PIPE & NODE DATA
*
FLOW ANALYSIS
* 1 sprinkler
flowing
* 2 sprinklers
flowing
FIXD
P #
END LEN
FIT.
LOSS
EL SP
*DISCH FLOW
PF
PT *DISCH
FLOW
PF
PT
HWC
NOD DIA
EQV.LN
PUMP
(FT) (K)
*(GPM) FL/FT
PE (PSI)*(GPM)
FL/FT
PE (PSI)
1
100
30.00
BG
----
-2.0 SRCE
---- 15.0
2.35
30.6 ----
25.7
6.38
48.0
150
101
0.995
6.0
----
-2.0 ----
---- 0.07
0.00
28.2 ----
0.18
0.00
41.6
2
101
1.00
-4.0
-2.0 ----
---- 15.0
0.07
28.2 ----
25.7
0.18
41.6
150
102
0.995
0.0
----
-2.0 ----
---- 0.07
0.00
24.2 ----
0.18
0.00
37.4
3
102
135.00
3L
----
-2.0 ----
---- 15.0
2.27
24.2 ----
25.7
6.16
37.4
150
103
1.360
24.0
----
-2.0 ----
---- 0.01
0.00
21.9 ----
0.04
0.00
31.2
4
103
4.00
LG
----
-2.0 ----
---- 15.0
0.14
21.9 ----
25.7
0.39
31.2
150
104
1.265
3.0
----
2.0
-5 5 0.02
1.73
20.0 5
0.06
1.73
29.1
5
104
2.00
L
----
2.0
-5 5 10.0
0.13
20.0 5
20.7
0.51
29.1
150
105
1.101
5.0
----
4.0 ----
---- 0.02
0.87
19.0 ----
0.07
0.87
27.8
6
105
1.00
-3.0
4.0 ----
---- 10.0
0.02
19.0 ----
20.7
0.07
27.8
150
106
1.101
0.0
----
4.0 ----
---- 0.02
0.00
16.0 ----
0.07
0.00
24.7
7
106
7.00
2L
----
4.0 ----
---- 10.0
0.32
16.0 ----
20.7
1.24
24.7
150
10
1.101
10.0
----
11.0 ----
---- 0.02
3.03
12.6 ----
0.07
3.03
20.4
8
10
7.50
LR
----
11.0 ----
---- 10.0
0.73
12.6 ----
20.7
2.80
20.4
150
11
0.874
5.0
----
11.0 ----
---- 0.06
0.00
11.9 ----
0.22
0.00
17.6
9
11
67.00
L7R
----
11.0 ----
---- 3.8
0.77
11.9 ----
7.8
2.89
17.6
150
12
0.874
11.0
----
11.0 ----
---- 0.01
0.00
11.1 ----
0.04
0.00
14.7
10
12
0.50
B
----
11.0 ----
---- 0.0
0.00
11.1 ----
0.0
0.00
14.7
150
13
0.874
3.0
----
11.0 ----
---- 0.00
0.00
11.1 ----
0.00
0.00
14.7
11
12
9.50
R
----
11.0 ----
---- 3.8
0.10
11.1 ----
7.8
0.39
14.7
150
14
0.874
1.0
----
11.0 ----
---- 0.01
0.00
11.0 ----
0.04
0.00
14.3
12
14
2.00
L
----
11.0 ----
---- 3.8
0.06
11.0 ----
7.8
0.22
14.3
150
15
0.874
4.0
----
13.0 ----
---- 0.01
0.87
10.1 ----
0.04
0.87
13.2
13
15
10.00
LBR
----
13.0 ----
---- 3.8
0.18
10.1 ----
7.8
0.67
13.2
150
16
0.874
8.0
----
13.0 ----
---- 0.01
0.00
9.9 ----
0.04
0.00
12.6
14
16
2.00
L
----
13.0 ----
---- 3.8
0.06
9.9 ----
7.8
0.22
12.6
150
17
0.874
4.0
----
11.0 ----
---- 0.01
0.87
10.7 ----
0.04
0.87
13.2
15
17
17.50
LBR
----
11.0 ----
---- 3.8
0.25
10.7 ----
7.8
0.95
13.2
150
18
0.874
8.0
----
11.0 ----
---- 0.01
0.00
10.5 ----
0.04
0.00
12.3
16
18
2.00
L
----
11.0 ----
---- 3.8
0.06
10.5 ----
7.8
0.22
12.3
150
19
0.874
4.0
----
13.0 ----
---- 0.01
0.87
9.6 ----
0.04
0.87
11.2
DATE: 7/21/2020 S:\2017\31630\CALCS\4820.rdf Page 3
17
19
5.50
L ----
13.0 ----
---- 3.8
0.09
9.6
---- 7.8
0.35
11.2
150
20
0.874
4.0 ----
13.0 ----
---- 0.01
0.00
9.5
---- 0.04
0.00
10.8
18
20
17.00
3R ----
13.0 ----
---- 6.5
0.52
9.5
---- 13.0
1.88
10.8
150
21
0.874
3.0 ----
13.0 ----
---- 0.03
0.00
8.9
---- 0.09
0.00
9.0
19
21
15.00
LB ----
13.0 ----
---- 10.0
1.28
8.9
---- 10.0
1.28
9.0
150
22
0.874
7.0 ----
13.0 3.61
10.0 0.06
0.00
7.7
10.0 0.06
0.00
7.7
20
21
5.00
B ----
13.0 ----
---- -3.5
0.07
8.9
---- 3.0
0.05
9.0
150
23
0.874
3.0 ----
13.0 ----
---- -0.01
0.00
9.0
---- 0.01
0.00
8.9
21
23
9.00
B ----
13.0 ----
---- -3.5
0.10
9.0
---- 3.0
0.07
8.9
150
24
0.674
3.0 ----
13.0 3.61
---- -0.01
0.00
9.1
10.7 0.01
0.00
8.8
22
24
69.50
7R ----
13.0 3.61
---- -3.5
0.64
9.1
10.7 -7.7
2.77
8.8
150
25
0.874
7.0 ----
13.0 ----
---- -0.01
0.00
9.8
---- -0.04
0.00
11.6
23
25
13.00
BR ----
13.0 ----
---- -3.5
0.14
9.8
---- -7.7
0.62
11.6
150
26
0.874
4.0 ----
13.0 ----
---- -0.01
0.00
9.9
---- -0.04
0.00
12.2
24
26
2.00
L ----
13.0 ----
---- -3.5
0.05
9.9
---- -7.7
0.22
12.2
150
27
0.874
4.0 ----
ll.0 ----
---- -0.01
0.87
10.8
---- -0.04
0.87
13.3
25
27
2.50
L ----
11.0 ----
---- -3.5
0.05
10.8
---- -7.7
0.24
13.3
150
28
0.874
4.0 ----
11.0 ----
---- -0.01
0.00
10.9
---- -0.04
0.00
13.5
26
28
17.50
L2BR ----
11.0 ----
---- 2.6
0.14
10.9
---- 5.1
0.48
13.5
150
29
0.874
11.0 ----
11.0 ----
---- 0.00
0.00
10.7
---- 0.02
0.00
13.0
27
29
2.00
L ----
11.0 ----
---- 2.6
0.03
10.7
---- 5.1
0.10
13.0
150
30
0.874
4.0 ----
13.0 ----
---- 0.00
0.87
9.8
---- 0.02
0.87
12.1
28
30
59.50
LB7R ----
13.0 ----
---- 2.6
0.36
9.8
---- 5.1
1.25
12.1
150
20
0.874
14.0 ----
13.0 ----
---- 0.00
0.00
9.5
---- 0.02
0.00
10.8
29
28
36.00
B5R ----
11.0 ----
---- -6.2
1.04
10.9
---- -12.9
4.08
13.5
150
11
0.874
8.0 ----
11.0 ----
---- -0.02
0.00
11.9
---- -0.09
0.00
17.6
Legend:
P - Pipe #
DIA - Pipe Diameter
EQV. LN - Pipe Equivalent Length
PUMP - Pump Pressure
SP - K-Factor
FLOW - Flow Rate
PF - Pressure Loss due to Friction
PT - Total Pressure at Node
Node Notes
Pipe Notes
LEN - Pipe Length
FIT. - Pipe Fittings
FIXD LOSS - Fixed Loss Device
EL - Node Elevation
DISCH - Discharge in gpm
FL/FT - Friction Loss per Foot
PE - Pressure Loss due to Elevation
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X,
DATE: 7/21/2020 S:\2017\31630\CALCS\4820.rdf Page 4
The maximum velocity of water flow occurs in pipe 2
at 6.19 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 8
at 11.08 ft/s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
PAGE: C
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.874
1.00
4.00 3.00 1.00
1.00
5.00
2.00
0.00
0.00
0.00
1.101
1.00
5.00 5.00 1.00
1.00
8.00
2.00
0.00
0.00
0.00
PAGE: K
MATERIAL: Copper Tube-K
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.995
1.00
2.00 6.00 2.00
2.00
6.00
0.00
0.00
0.00
0.00
PAGE: L
MATERIAL: Copper Tube-L
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.265
1.00
3.00 6.00 2.00
2.00
7.00
0.00
0.00
0.00
0.00
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.360
2.00
8.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.8.0 computer program (License No. 50081444)
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.06 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 48.0 psi and a 7 minute flow of 180 gal. and a 10 minute flow of 257.3 gallon:
The minimum pressure at any node is 7.7 psi at node 22.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 7/21/2020 S:\2017\31630\CALLS\4820.rdf
Page 5
WATER SUPPLY CURVE
75.0
67.5
P
60.0
R
E
52.5
S
CD
S
45.0
U
R
37.5
E
( 30.0
OB
P
22.5
S
I
15.0
) I
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) (2 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
74.5 psi @ 15.0 gpm 74.5 psi @ 25.7 gpm
B = Required Water Supply D = Required Water Supply
30.6 psi @ 15.0 gpm 48.0 psi @ 25.7 gpm
DATE: 7/21/2020 S:\2017\31630\CALCS\4820.rdf Page 6
DATE: 7/21/2020 S:\2017\31630\CALCS\4820—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 4820 ALT.
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 7/21/2020
File No: 31630
Data File Name: 4820 ALT.rdf
SPRINKLER SPACING
400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(20x20) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee)
0.0 ft. x 0.874 in.. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 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 20.0 18.0
1 20.0 18.0
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
Node Total Avail. Req'd
No. Flow Press. Press.
13 25.0 74.5 60.4
13 25.0 74.5 60.4
DATE: 7/21/2020 S:\2017\31630\CALCS\4820_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
60.4 ----
25.0
6.06
60.4
150
101
0.995
6.0
----
-2.0 ----
---- 0.17
0.00
54.4 ----
0.17
0.00
54.4
2
101
1.00
-9.5
-2.0 ----
---- 25.0
0.69
54.4 ----
25.0
0.69
54.4
150
102
0.745
0.0
----
-2.0 ----
---- 0.69
0.00
44.2 ----
0.69
0.00
44.2
3
102
135.00
3L
----
-2.0 ----
---- 25.0
5.84
44.2 ----
25.0
5.84
44.2
150
103
1.360
24.0
----
-2.0 ----
---- 0.04
0.00
38.3 ----
0.04
0.00
38.3
4
103
4.00
LG
----
-2.0 ----
---- 25.0
0.37
38.3 ----
25.0
0.37
38.3
150
104
1.265
3.0
----
2.0
-5 5 0.05
1.73
36.2 5
0.05
1.73
36.2
5
104
2.00
L
----
2.0
-5 5 20.0
0.48
36.2 5
20.0
0.48
36.2
150
105
1.101
5.0
----
4.0 ----
---- 0.07
0.87
34.9 ----
0.07
0.87
34.9
6
105
1.00
-3.0
4.0 ----
---- 20.0
0.07
34.9 ----
20.0
0.07
34.9
150
106
1.101
0.0
----
4.0 ----
---- 0.07
0.00
31.8 ----
0.07
0.00
31.8
7
106
7.00
2L
----
4.0 ----
---- 20.0
1.16
31.8 ----
20.0
1.16
31.8
150
10
1.101
10.0
----
11.0 ----
---- 0.07
3.03
27.6 ----
0.07
3.03
27.6
8
10
7.50
LR
----
11.0 ----
---- 20.0
2.62
27.6 ----
20.0
2.62
27.6
150
11
0.874
5.0
----
11.0 ----
---- 0.21
0.00
25.0 ----
0.21
0.00
25.0
9
11
67.00
L7R
----
11.0 ----
---- 11.9
6.29
25.0 ----
11.9
6.29
25.0
150
12
0.874
11.0
----
11.0 ----
---- 0.08
0.00
18.7 ----
0.08
0.00
18.7
10
12
0.50
B
----
11.0 ----
---- 20.0
0.73
18.7 ----
20.0
0.73
18.7
150
13
0.874
3.0
----
11.0 4.71
20.0 0.21
0.00
18.0 20.0
0.21
0.00
18.0
11
12
9.50
R
----
11.0 ----
---- -8.1
0.41
18.7 ----
-8.1
0.41
18.7
150
14
0.874
1.0
----
11.0 ----
---- -0.04
0.00
19.1 ----
-0.04
0.00
19.1
12
14
2.00
L
----
11.0 ----
---- -8.1
0.23
19.1 ----
-8.1
0.23
19.1
150
15
0.874
4.0
----
13.0 ----
---- -0.04
0.87
18.5 ----
-0.04
0.87
18.5
13
15
10.00
LBR
----
13.0 ----
---- -8.1
0.70
18.5 ----
-8.1
0.70
18.5
150
16
0.874
8.0
----
13.0 ----
---- -0.04
0.00
19.2 ----
-0.04
0.00
19.2
14
16
2.00
L
----
13.0 ----
---- -8.1
0.23
19.2 ----
-8.1
0.23
19.2
150
17
0.874
4.0
----
11.0 ----
---- -0.04
0.87
20.3 ----
-0.04
0.87
20.3
15
17
17.50
LBR
----
11.0 ----
---- -8.1
0.99
20.3 ----
-8.1
0.99
20.3
150
18
0.874
8.0
----
11.0 ----
---- -0.04
0.00
21.3 ----
-0.04
0.00
21.3
16
18
2.00
L
----
11.0 ----
---- -8.1
0.23
21.3 ----
-8.1
0.23
21.3
150
19
0.874
4.0
----
13.0 ----
---- -0.04
0.87
20.7 ----
-0.04
0.87
20.7
DATE: 7/21/2020 S:\2017\31630\CALCS\4820_ALT.rdf Page 3
17
19
5.50
L ----
13.0 ----
---- -8.1
0.37
20.7 ----
-8.1
0.37
20.7
150
20
0.874
4.0 ----
13.0 ----
---- -0.04
0.00
21.0 ----
-0.04
0.00
21.0
18
20
17.00
4R ----
13.0 ----
---- -3.8
0.20
21.0 ----
-3.8
0.20
21.0
150
21
0.874
4.0 ----
13.0 ----
---- -0.01
0.00
21.2 ----
-0.01
0.00
21.2
19
21
15.00
LBR ----
13.0 ----
---- 0.0
0.00
21.2 ----
0.0
0.00
21.2
150
22
0.874
8.0 ----
13.0 ----
---- 0.00
0.00
21.2 ----
0.00
0.00
21.2
20
21
5.00
B ----
13.0 ----
---- -3.8
0.08
21.2 ----
-3.8
0.08
21.2
150
23
0.874
3.0 ----
13.0 ----
---- -0.01
0.00
21.3 ----
-0.01
0.00
21.3
21
23
10.00
B ----
13.0 ----
---- 0.0
0.00
21.3 ----
0.0
0.00
21.3
150
24
0.874
3.0 ----
13.0 ----
---- 0.00
0.00
21.3 ----
0.00
0.00
21.3
22
23
56.00
9R ----
13.0 ----
---- -3.8
0.62
21.3 ----
-3.8
0.62
21.3
150
25
0.874
9.0 ----
13.0 ----
---- -0.01
0.00
21.9 ----
-0.01
0.00
21.9
23
25
26.50
B2R ----
13.0 ----
---- -3.8
0.30
21.9 ----
-3.8
0.30
21.9
150
26
0.874
5.0 ----
13.0 ----
---- -0.01
0.00
22.2 ----
-0.01
0.00
22.2
24
26
2.00
L ----
13.0 ----
---- -3.8
0.06
22.2 ----
-3.8
0.06
22.2
150
27
0.874
4.0 ----
ll.0 ----
---- -0.01
0.87
23.2 ----
-0.01
0.87
23.2
25
27
2.50
L ----
11.0 ----
---- -3.8
0.06
23.2 ----
-3.8
0.06
23.2
150
28
0.874
4.0 ----
11.0 ----
---- -0.01
0.00
23.2 ----
-0.01
0.00
23.2
26
28
17.50
2LBR ----
11.0 ----
---- 4.3
0.36
23.2 ----
4.3
0.36
23.2
150
29
0.874
12.0 ----
11.0 ----
---- 0.01
0.00
22.9 ----
0.01
0.00
22.9
27
29
2.00
L ----
11.0 ----
---- 4.3
0.07
22.9 ----
4.3
0.07
22.9
150
30
0.874
4.0 ----
13.0 ----
---- 0.01
0.87
21.9 ----
0.01
0.87
21.9
28
30
59.50
LB7R ----
13.0 ----
---- 4.3
0.89
21.9 ----
4.3
0.89
21.9
150
20
0.874
14.0 ----
13.0 ----
---- 0.01
0.00
21.0 ----
0.01
0.00
21.0
29
28
38.00
B5R ----
11.0 ----
---- -8.1
1.79
23.2 ----
-8.1
1.79
23.2
150
11
0.874
8.0 ----
11.0 ----
---- -0.04
0.00
25.0 ----
-0.04
0.00
25.0
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,
DATE: 7/21/2020 S:\2017\31630\CALCS\4820_ALT.rdf Page 4
The maximum velocity of water flow occurs in pipe 2
at 18.40 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 2
at 18.40 ft/s with 1 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
PAGE: C
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.874
1.00
4.00 3.00 1.00
1.00
5.00
2.00
0.00
0.00
0.00
1.101
1.00
5.00 5.00 1.00
1.00
8.00
2.00
0.00
0.00
0.00
PAGE: K
MATERIAL: Copper Tube-K
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.745
0.00
1.00 3.00 1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.995
1.00
2.00 6.00 2.00
2.00
6.00
0.00
0.00
0.00
0.00
PAGE: L
MATERIAL: Copper Tube-L
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.265
1.00
3.00 6.00 2.00
2.00
7.00
0.00
0.00
0.00
0.00
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.360
2.00
8.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.8.0 computer program (License No. 50081444)
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.01 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.01 gpm with 1 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 60.4 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallon:
The minimum pressure at any node is 18.0 psi at node 13.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 7/21/2020 S:\2017\31630\CALLS\4820_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
22.5
S
I
15.0
I
7.5
0.0 "
04 8 12 16 20
WATER SUPPLY CURVE
OD
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
60.4 psi @ 25.0 gpm 60.4 psi @ 25.0 gpm
DATE: 7/21/2020 S:\2017\31630\CALCS\4820_ALT.rdf Page 6
DATE: 7/21/2020 S:\2017\31630\CALCS\4820—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 4820 ALT.
102 TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 7/21/2020
File No: 31630
Data File Name: 4820 ALT.rdf
SPRINKLER SPACING
196.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 14.0 ft.
Min.. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 7.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Senju Descr: SS8261 Pend.RC-RES(14x14) K=3.70
Calculated K Factor for Arm -Ovens & Drops:
1.0 ft. x 0.874 in. Drop: K=3.61 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=3.59 (Intl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 74.5 psi Resid: 67.3 psi Flow:2300.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 104
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press
Flowing Flow (psi)
1 10.0 7.7
2 10.0 7.7
REVIEWING AUTHORITY
CITY OF LA QUINTA FIRE DEPT.
Node Total Avail. Req'd
No. Flow Press. Press.
22 15.0 74.5 36.3
22 25.3 74.5 53.5
DATE: 7/21/2020 S:\2017\31630\CALLS\4820_ALT.rdf Page 2
RESULTS OF ANALYSIS
PIPE & NODE DATA
*
FLOW ANALYSIS
* 1 sprinkler
flowing
* 2 sprinklers
flowing
FIXD
P #
END LEN
FIT.
LOSS
EL SP
*DISCH FLOW
PF
PT *DISCH
FLOW
PF
PT
HWC
NOD DIA
EQV.LN
PUMP
(FT) (K)
*(GPM) FL/FT
PE (PSI)*(GPM)
FL/FT
PE (PSI)
1
100
30.00
BG
----
-2.0 SRCE
---- 15.0
2.34
36.3 ----
25.3
6.19
53.5
150
101
0.995
6.0
----
-2.0 ----
---- 0.07
0.00
34.0 ----
0.17
0.00
47.3
2
101
1.00
-9.5
-2.0 ----
---- 15.0
0.27
34.0 ----
25.3
0.70
47.3
150
102
0.745
0.0
----
-2.0 ----
---- 0.27
0.00
24.2 ----
0.70
0.00
37.1
3
102
135.00
3L
----
-2.0 ----
---- 15.0
2.27
24.2 ----
25.3
5.98
37.1
150
103
1.360
24.0
----
-2.0 ----
---- 0.01
0.00
22.0 ----
0.04
0.00
31.1
4
103
4.00
LG
----
-2.0 ----
---- 15.0
0.14
22.0 ----
25.3
0.37
31.1
150
104
1.265
3.0
----
2.0
-5 5 0.02
1.73
20.1 5
0.05
1.73
29.0
5
104
2.00
L
----
2.0
-5 5 10.0
0.13
20.1 5
20.3
0.49
29.0
150
105
1.101
5.0
----
4.0 ----
---- 0.02
0.87
19.1 ----
0.07
0.87
27.6
6
105
1.00
-3.0
4.0 ----
---- 10.0
0.02
19.1 ----
20.3
0.07
27.6
150
106
1.101
0.0
----
4.0 ----
---- 0.02
0.00
16.1 ----
0.07
0.00
24.5
7
106
7.00
2L
----
4.0 ----
---- 10.0
0.32
16.1 ----
20.3
1.19
24.5
150
10
1.101
10.0
----
11.0 ----
---- 0.02
3.03
12.7 ----
0.07
3.03
20.3
8
10
7.50
LR
----
11.0 ----
---- 10.0
0.73
12.7 ----
20.3
2.69
20.3
150
11
0.874
5.0
----
11.0 ----
---- 0.06
0.00
12.0 ----
0.22
0.00
17.6
9
11
67.00
L7R
----
11.0 ----
---- 3.9
0.78
12.0 ----
7.8
2.85
17.6
150
12
0.874
11.0
----
11.0 ----
---- 0.01
0.00
11.2 ----
0.04
0.00
14.8
10
12
0.50
B
----
11.0 ----
---- 0.0
0.00
11.2 ----
0.0
0.00
14.8
150
13
0.874
3.0
----
11.0 ----
---- 0.00
0.00
11.2 ----
0.00
0.00
14.8
11
12
9.50
R
----
11.0 ----
---- 3.9
0.10
11.2 ----
7.8
0.38
14.8
150
14
0.874
1.0
----
11.0 ----
---- 0.01
0.00
11.1 ----
0.04
0.00
14.4
12
14
2.00
L
----
11.0 ----
---- 3.9
0.06
11.1 ----
7.8
0.22
14.4
150
15
0.874
4.0
----
13.0 ----
---- 0.01
0.87
10.2 ----
0.04
0.87
13.3
13
15
10.00
LBR
----
13.0 ----
---- 3.9
0.18
10.2 ----
7.8
0.66
13.3
150
16
0.874
8.0
----
13.0 ----
---- 0.01
0.00
10.0 ----
0.04
0.00
12.7
14
16
2.00
L
----
13.0 ----
---- 3.9
0.06
10.0 ----
7.8
0.22
12.7
150
17
0.874
4.0
----
11.0 ----
---- 0.01
0.87
10.8 ----
0.04
0.87
13.3
15
17
17.50
LBR
----
11.0 ----
---- 3.9
0.25
10.8 ----
7.8
0.93
13.3
150
18
0.874
8.0
----
11.0 ----
---- 0.01
0.00
10.6 ----
0.04
0.00
12.4
16
18
2.00
L
----
11.0 ----
---- 3.9
0.06
10.6 ----
7.8
0.22
12.4
150
19
0.874
4.0
----
13.0 ----
---- 0.01
0.87
9.6 ----
0.04
0.87
11.3
DATE:
7/21/2020
S:\2017\31630\CALCS\4820_ALT.rdf
Page 3
17
19
5.50
L ----
13.0 ----
---- 3.9
0.09
9.6 ----
7.8
0.35
11.3
150
20
0.874
4.0 ----
13.0 ----
---- 0.01
0.00
9.5 ----
0.04
0.00
10.9
18
20
17.00
4R ----
13.0 ----
---- 6.4
0.53
9.5 ----
12.8
1.93
10.9
150
21
0.874
4.0 ----
13.0 ----
---- 0.03
0.00
9.0 ----
0.09
0.00
9.0
19
21
15.00
LBR ----
13.0 ----
---- 10.0
1.34
9.0 ----
10.0
1.34
9.0
150
22
0.874
8.0 ----
13.0 3.61
10.0 0.06
0.00
7.7 10.0
0.06
0.00
7.7
20
21
5.00
B ----
13.0 ----
---- -3.6
0.07
9.0 ----
2.8
0.04
9.0
150
23
0.874
3.0 ----
13.0 ----
---- -0.01
0.00
9.1 ----
0.01
0.00
9.0
21
23
10.00
B ----
13.0 ----
---- 0.0
0.00
9.1 ----
10.3
0.80
9.0
150
24
0.874
3.0 ----
13.0 3.61
---- 0.00
0.00
9.1 10.3
0.06
0.00
8.2
22
23
56.00
9R ----
13.0 ----
---- -3.6
0.57
9.1 ----
-7.5
2.23
9.0
150
25
0.874
9.0 ----
13.0 ----
---- -0.01
0.00
9.7 ----
-0.03
0.00
11.2
23
25
26.50
B2R ----
13.0 ----
---- -3.6
0.28
9.7 ----
-7.5
1.08
11.2
150
26
0.874
5.0 ----
13.0 ----
---- -0.01
0.00
9.9 ----
-0.03
0.00
12.3
24
26
2.00
L ----
13.0 ----
---- -3.6
0.05
9.9 ----
-7.5
0.21
12.3
150
27
0.874
4.0 ----
11.0 ----
---- -0.01
0.87
10.9 ----
-0.03
0.87
13.3
25
27
2.50
L ----
11.0 ----
---- -3.6
0.06
10.9 ----
-7.5
0.22
13.3
150
28
0.874
4.0 ----
11.0 ----
---- -0.01
0.00
10.9 ----
-0.03
0.00
13.6
26
28
17.50
2LBR ----
11.0 ----
---- 2.5
0.14
10.9 ----
5.0
0.48
13.6
150
29
0.874
12.0 ----
11.0 ----
---- 0.00
0.00
10.8 ----
0.02
0.00
13.1
27
29
2.00
L ----
11.0 ----
---- 2.5
0.03
10.8 ----
5.0
0.10
13.1
150
30
0.874
4.0 ----
13.0 ----
---- 0.00
0.87
9.9 ----
0.02
0.87
12.1
28
30
59.50
LB7R ----
13.0 ----
---- 2.5
0.34
9.9 ----
5.0
1.19
12.1
150
20
0..874
14.0 ----
13.0 ----
---- 0.00
0.00
9.5 ----
0.02
0.00
10.9
29
28
38.00
B5R ----
11.0 ----
---- -6.1
1.09
10.9 ----
-12.5
4.06
13.6
150
11
0.874
8.0 ----
11.0 ----
---- -0.02
0.00
12.0 ----
-0.09
0.00
17.6
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,
DATE: 7/21/2020 S:\2017\31630\CALCS\4820-ALT.rdf Page 4
The maximum velocity of water flow occurs in pipe 2
at 11.04 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 2
at 18.63 ft/s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
PAGE: C
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.874
1.00
4.00 3.00 1.00
1.00
5.00
2.00
0.00
0.00
0.00
1.101
1.00
5.00 5.00 1.00
1.00
8.00
2.00
0.00
0.00
0.00
PAGE: K
MATERIAL: Copper Tube-K
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.745
0.00
1.00 3.00 1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.995
1.00
2.00 6.00 2.00
2.00
6.00
0.00
0.00
0.00
0.00
PAGE: L
MATERIAL: Copper Tube-L
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.265
1.00
3.00 6.00 2.00
2.00
7.00
0.00
0.00
0.00
0.00
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.360
2.00
8.00 6.00 1.00
1.00
11.00
3.00
0.00
0.00
0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.8.0 computer program (License No. 50081444)
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.14 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.10 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 53.5 psi and a 7 minute flow of 177 gal. and a 10 minute flow of 253.2 gallon:
The minimum pressure at any node is 7.7 psi at node 22.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 7/21/2020 S:\2017\31630\CALCS\4820_ALT.rdf Page 5
WATER SUPPLY CURVE
75. O�A C
67.5
P
60.0
R
E D
52.5
S
S
45.0
U
R
37.5 CB
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) (2 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
74.5 psi @ 15.0 gpm 74.5 psi @ 25.3 gpm
B = Required Water Supply D = Required Water Supply
36.3 psi @ 15.0 gpm 53.5 psi @ 25.3 gpm
DATE: 7/21/2020 S:\2017\31630\CALCS\4820_ALT.rdf Page 6
OFFICE USE ONLY:
REVIEW DATE:
❑ APPROVED ❑ CORRECTIONS CALIFORNIA
CALLED FOR PICKUP:
DESIGN & DEVELOPMENT DEPARTMENT
78-495 Calle Tampico
PICKED UP:
La Quinta, California 92253
(760) 777-7125 / FAX (760) 777-7011
FIRE REVIEW
APPLICATION
❑ SUBMITTAL #
[R] REVISION #
PERMIT NO.
APPLICANT/OWNER INFORMATION
Applicant Name:
FIRE SPRINKLER SYSTEMS, INC Owner Name:
LENNAR
Mailing Address:
705 E. HARRISON ST. #200, CORONA CA 92879 Site Address:
81181 MERV GRIFFIN WAY
Phone Number:
951-272-2522 Project
PRESTIGE / TRACT# 32879 / PLAN TYPE 8(4820) / 66 HEADS
jamieb@fireinc.net Description:
(Include # of sprinkler heads)
Email:
Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the City's fire
department, and
the County designee serves as the City's fire chief. Applicant recognizes this contracted arrangement and
shall comply with
County Fire Department directions.
CONTRACTOR INFORMATION
Contractor Name:
FIRE SPRINKLER SYSTEMS, INC.
Contractor #:
684600 Signature:
Contact Person:
JAM I E B I SH I P
Mailing Address:
705 E. HARRISON ST., #200 Print Name:
JAMIE BISHIP
City, State, Zip:
CORONA, CA 92879 Phone Number:
951-272-2522
Business License #:
762890 Email Address:
jamieb@fireinc.net
A. APPLICATION TYPE
FIRE SPRINKLER SYSTEM
STORAGE TANKS
❑ NEW COMMERCIAL/INDUSTRIAL
------------
❑ DISPENSERS ONLY
HOURLY@161/HR
❑ 0-35,000 SQ FT
$670
❑ ABOVEGROUND
HOURLY@161/HR
❑ 35,001-75,000 SQ FT
$791
SUPRESSION SYSTEM
❑ 75,001-120,000 SQ FT
$992
❑ HOOD & DUCT
$418
❑ 120,001 AND UP
$1234
❑ OTHER SUPRESSION SYSTEM
HOURLY@161/HR
❑ TENANT IMPROVEMENTS - FIRE SPRINKLER
$418
MASTER PLAN
❑ RESIDENTIAL SPRINKLER SYSTEMS
------------
❑ MASTER PLAN HOURLY@161/HR
❑ 1-50 SPRINKLER HEADS
$418
MISC
❑ 51-100 SPRINKLER HEADS
$498
❑ PYRO
$740
❑ OVER 100 SPRINKLER HEADS
$579
❑ HAZMAT
HOURLY@161/HR
❑ RESIDENTIAL TRACT HOME (EA.) ADDITIONAL
------------
❑ HIGH PILE RACK STORAGE
HOURLY@161/HR
❑ 1-50 SPRINKLER HEADS
$176
❑ PRIVATE FIRE MAINS
$901
❑ 51-100 SPRINKLER HEADS
$257
❑ TECHNICAL REPORT RESEARCH
HOURLY@161/HR
❑ OVER 100 SPRINKLER HEADS
$337
❑ FIRE PUMPS
$659
❑ MULTI -FAMILY (3 OR MORE)
$590
❑ STANDPIPE SYSTEMS
$579
FIRE ALARM SYSTEM
❑ WATER TANKS
$418
❑ COMMERCIAL -SPRINKLER MONITORING
$418
❑ REVISION
$161
❑ COMMERCIAL - FIRE ALARM SYSTEM
$1062
❑ OTHER
HOURLY@161/HR
Each application type includes a Technology Enhancement Fee of $5 & Records Management Fee of $10 or $21 REVISED 12/6/1019
*For permits billed at an hourly rate, these fees will be added at time of payment.
Bin #
City of La Quints
Building 8z Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La.Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address:81181 MERV GRIFFIN WAY
Owner'sNarne: LENNAR
A. P. Number:
Address:980 MONTECITO DR. # 302
Legal Description: MASTER PLAN TYPE 8(4820)
Contractor: FIRE SPRINKLER SYSTEMS, INC
City, ST, Zip: CORONA, CA 92879 pa
Telephone U.;£;$�.,
Address: 705 E. HARRISON ST. #200
Project Description:
City, ST, Zip: CORONA, CA 92879
INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS
Telephone: 951-272-2522
{y �k ,r'>Y "'` 'f
66 HEADS / 5,536 SF
State Lic. # : 684600 City Lie. #.: 762890
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #: . ,., �z?s"
Name of Contact Person: JAM I E B I S H I P
Construction Type:.V_g Occupancy: R3/U
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: 5,536 S F "St, es: 1 # Units: N/A
Telephone # of Contact Person: 951-272-2522
Estimated Value of Project: $6,600.00
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Reed
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item Amouat
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
r' Review, ready for correctionslissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
11.0A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review; ready for eorrectionsfrssue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees