FCMP2021-0004 Signature at PGA Plan 4a u�tt
Project Details PROJECT NUMBER
` =�w City of La Quinta FCMP2021-0004
MoFT�-
Description: SIGNATURE AT PGA / FIRE SPRINKLER MASTER / PLAN
TYPE 4
Status: APPROVED
Type: FIRE CONSTRUCTION MASTER PLAN (WEB)
Status Date:
Subtype: FIRE SPRINKLER MASTER PLAN
Applied: 1/21/2021
Address: 56140 PGA BLVD
Approved: 2/2/2021
City, State, Zip: LA QUINTA,CA92253
Closed:
Project Manager:
Expired:
Details:
Pr DAYS
REVIEWS
III ACTIONS
INSPECTIONS
CONDITIONS
ADDITIONAL SITES
CHRONOL
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST STE
200
CORONA
CA
92879
(951)272-2522
jamieb@fireinc.net
CONTRACTOR
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST STE
200
CORONA
CA
92879
(951)272-2522
jamieb@fireinc.net
OWNER
Woodbridge Pacific
27285 Las Ramblas
Mission Viejo
CA
92691
(951)272-2522
jamieb@fireinc.net
Printed: Friday, March 03, 2023 2:25:23 PM 1 of 3 CENTRALSOLIARE
a u�tt
Project Details PROJECT NUMBER
` =�w City of La Quinta FCMP2021-0004
MoFT�-
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
3/14/21
WEB7627
092831
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
3/14/21
WEB7627
092831
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
3/14/21
WEB7627
092831
CREDIT
FIRE SPRINKLER
ECON
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
1/21/2021
2/4/2021
2/2/2021
APPROVED
SEE ATTACHMENTS
HETRICK
1ST PERMIT
ARMANDO
1/21/2021
1/22/2021
1/21/2021
COMPLETE
TECHNICIAN (1DAY)
MAGALLON
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
1/21/2021
EtrakitContractor
APPLICATION
Application.pdf
1
DOC
1/21/2021
EtrakitContractor
Tracking Sheet
Building Tracking
Sheet.pdf
1
Printed: Friday, March 03, 2023 2:25:23 PM 2 of 3 CENTRALSOLIARE
° Project Details PROJECT NUMBER
�MOFow City of La Qu i nta _ FCM P2021-0004
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
1/21/2021
EtrakitContractor
1ST SUBMITTAL - FIRE
FIRE FLOW TEST.pdf
1
FLOW
DOC
1/21/2021
EtrakitContractor
1ST SUBMITTAL - PLAN
Master Plan 4.pdf
1
SE
DOC
1/21/2021
EtrakitContractor
1ST SUBMITTAL
Plan 4 Hydraulic
1
HYDRAULIC CALCS
Calculations. pdf
DOC
2/2/2021
KOHL HETRICK
FCMP2021-0004 -
Master Plan 4_1.pdf
1
APPROVED PLAN
DOC
3/16/2021
KOHL HETRICK
FCMP2021-0004 - COA
FCMP2021-0004 - COA
1
LETTER.pdf
LETTER.pdf
Printed: Friday, March 03, 2023 2:25:23 PM 3 of 3 CENTRALSQUARE
VI■/�_ ■tea FREEDOMRE910E11TAL
,�.�((VV,,,,A�(„�.+•.. CONCEALED PENDENT
SENJU SPRINKLER CO., LTD. � spalxNLEavNasa lK4sf
Residential Lead Free Flat Concealed Sprinkler, - r•k Pom
Pendent r{{�T�', vn •"am•Vip,pwewmrorm•bmm.eM.nMmemm,Mad. ww - �w.=IOlvery
Model: RC-RES. K-Factor: 3.7. SIN: SS8261
GENERAL DESCRIPTION
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seyemrnticewn•n eepn•ncs Is Ina mepr sansmernlan rpr unlmn. eppeel ena �„a _
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PC
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IPo�Tnsxr esea Ins naetlMpromrodunngp lNe plpelntlareptrom pnnperene etws PonLmw •. n.
neI nm spnnkiar syeems are nM a sepmMs ranre serery ern lixl.n ernn tpA
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",`N,w,Ip mw m. vmlennn.ren,n,na aVk.• 2n Pwv.r=vnane,=mue,L rre
TECHNICAL DATA
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uk"eta vers Ve E-1 KFactm. SRI k Npnu Deep —e SREWn rore.m�b.
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HYDRAULIC SYSTEM
This Building is Pmteced by a
Hydraulically Designed
Auem &SprinNer Sysem.
Dale I stank 114121
Location CALC AREA
Number of Sprinldere 2
Basis d Desgn
DNu m .g5 gpmha_.ft
2.DES1—DARFAOFDR—iiR 5
.2 R,A
System Demand
1.NAlir-RATE 25.1 ppm
2. RESIWAL PRESSUREATTHE
RASE OF THE RISER 23.5 psi
Inselled By Flre Sprinkler Sietemshc.
HYDRAULIC NAMEPLATE
N.T.S.
13D GENERAL NOTES
1. THE INSTALLEI SHALL PERFORM ALL 1-1—IODEFFANIETESTS,
1. III TCrC,$aNA CPHAa AAPEaMnrveraLVAF xeOseu ocAn R
TLC MANUFACTURES .C.I.M.Tc AEA TLOC, CONTAINED IN
11 MSAN7 CTIRS11v SENJU. INSTALLED AT to Fr. MAFIMUM IPAONO
to PENLISTED EANDENT'D A7NU1FACTUREO TE"aY VIGNG INSTALLEDAT to R. MAIL SPACINGas REQUIRE. IN THE C—EANDED PACE
s
PROJECTITE
PGA
WE3T�
VAmur Se
SIGNATURE ik PGA WEST
TRACT ra I
LADU1MA, CA.
AHJ: LAOUINTA FIRE DEPARTMENT
LEGAL DESCRIPTION
BUILDING SUMMARY
1a.RIN14E.
® E. . RES. PENDENT SPRINKLER
Qi RES. PENDENT SPRINKLER
O CHANGE IN D.EVATION
® RISER LDCATION(PER DETAIL)
® NODE POINT FOR CALCULATION
/ HANGER TIC DETAIL
SYMBOLLEGEND
APPROVED
Riverside County Fire Department
La Quinta Office of the Fire Marshal
By: Kohl Hetrick —"
FIRE SAFETY SPECIALISTpv
02/02/2021 11:31 46 AM
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#- FCMP2021-0004
APPROVAL STAMP
'FOR REFERENCE ONLY
PRESSUREREGULATOR
OO
WATER
NTC
COROLVALVE PER 1ESTICDOMESTICS GPM ALLW ANCE
T \ O 3•GEV.
HNISHGRAD pELEV
ih CWPERL� TEIR
/ ;PII LOSS
irl 4
]P _O MPX 3"ELEV, 30 M. -DEL
UNDERGROUND DETAIL
N.T.S. (FOR REFERENCE ONLY)
CPA: TOTER— 10 rr ELev.
SPAAE SPANRLERSSINLL
TOCIFOARTIL
NOi BE AEWNEATO
PAWIAEg PEA 5.1.11 cmz anea
W.oRE
�. ®N
Aapp�a� _le
ems/ fi auese—- -
ES
ssreMs, Inc.TDaLaxerpwx.J Ou-
RISER DETAIL
N.T.S.
JOB NO: 320U
DATE: 114/ 1
DRAIAM BY: C.P.
COVERED
OUTDOOR
10-0 CLG.
C'O
HE T
NO AIS
REQUIRED
PER 8.2.5.6
(3 SQ. FT.)
)NE
0
12'-T —
15
CALC AREA 1
0
80
14
N
Oo
f7'7
C�)
N
I
8'
4'
4'
Zo
0
MASTER BEDROOM
10'-0" CLG.
SIZE - SYSTEM PIPE: 3/4" thru 3"
MATERIAL - CARBON STEEL.
FINISH - Mil. Galvanized.
LISTING/APPROVAL -
l PORCH
0 --
DINING ROOM O 0
10'-0" CLG. HEAT ZONE
0 0 N 10' 0" CLG.
" 25 3QFT.
13 6,_7„ O
I W � D
KIT I / I I / j NO AIS
1' 1' CL o 6 SQFT. ER Q I �AUNB(RY I I I REQUIRED
i I I ENTRY 10' 0" PER 8.2.5.E
0 ° ° ° Ic — - I 10'-0" CL 29 S I O'A CLG. I I / (4 SQ. FT.)
I—�—�
8'
I I
N I n----� 5'-6"
5 5 ----J\
---� 0 I 6-1"I - -
0 I o R.A.
GOLF CART GARAGE
10'-0" CLG.
0 11' 5" 12 51I 10 01.9n 1,_ " 4' 6,_7n 2'-6„
6II
CV N
co
I
2 1 M
O�CM 8'-8"
N 0SD
3'-1" — — — 20'x2 ' ING
CALC AREA 1
CAB.
3'
0
tr, 4' 4' tr, 7' 0 8'
t, 4' 0
7'
M 1 SQF .
Oo
` 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
Hang
510 1 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
In s
Restraint
Nominal Pipe Size (in.)
1"
1'/4"
1'/2"
2"
2yz"
3"
3yz"
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"
T-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"
3'-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 5 10 HANGER (S TEEL - COPPER - C. P. V. C. )
NOT TO SCALE
0 E
F
I ATTIC I _ �cm
SD I ACCESS I O SD
7C SD
L_ — — J
C
bo co
B
31 0
9'
20'x20' SPACING -
rn
12'-11 1 T 6-8"
I I cs
I I TV
J r I .
OASTERG AT BO DOROOG 2 0
PLAN 4 - FIRE SPRINKLER PLAN
SCALE: 1/4"=1'-0i'
yi
SIZE - SYSTEM PIPE: 3/4" thru 2"
MATERIAL - Carbon Steel.
FINISH - Mil. Glavanized.
LISTING/APPROVAL -
'E" 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. 4
Stabilize vertical piping.
INSTALLATION - Per these instructions Restr,
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 fasterner = 5(wt)+250lbs.
2
FEATURES
bilize * 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.
r�
I I
I I
#905 i i #906
3.00
I
I
0
Hanger/Restrainer
Nominal Pipe Size (in.)
'/4"
1 "
1'/4"
1'/2"
2„
2 /2"
Y
3 /2"
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"
T-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"
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
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
BEDROOM 3 / OPT. OFFICE
10'-0" CLG.
9'
20'x20' SPACING
in
14'-6"
GARAGE
10'-0" CLG.
5'
2'-6"
11
10'-72'-6"
M
in
10
RISER
LOCATION
OPT. OFFICE
SCALE: 1/4" =1 i-0i'
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
Hang
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
Nominal Pipe Size (in.)
3/a°
1„
1'/4"
1'/z"
2„
2/2"
3"
31"
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"
T-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"
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
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 5 10 HANGER
(STEEL - COPPER - C. P. V. C. )
NOT TO SCALE
r�
#905 i ,#906
n h v
n\ /i,�\, I I
1.50 —I 3.00
I
SIZE - SYSTEM PIPE: 3/4" thru 2"
MATERIAL - Carbon Steel.
FINISH - Mil. Glavanized.
LSTING/APPROVAL -
nu
Hanger/Restrainer
1.19 203-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.
Nominal Pipe Size (in.)
3/a"
1„
1'/4"
1'/2"
2"
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,-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
N/A
N/A
N/A
N/A
N/A
N/A
Polybutylene (CTS)
2'-11"
T-4"
T-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
TOTAL LIVING AREA - 2,009 SQ. FT.
GARAGE AREA- 537 SQ. FT.
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 %" 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. ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE
PROVIDED WITH MIN. 6" INSULATION ON THE ATTIC SIDE OF
THE PIPING TO AVOID EXPOSURE OF THE PIPING TO
TEMPERATURES IN EXCESS OF THE PIPES RATED
TEMPERATURE (2016 NFPA 13D 7.7).
6. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF
55sgft. AND LESS. (SECTION 8.3.2.)
7. 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.
8. 8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM THE
CENTER OF THE SPRINKLER TO THE CENTER OF THE
OBSTRUCTION.
9. 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.
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FIRE SPRINIaiR
SYSTEMS INC.
•
LICENSE NO.684600
•
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
•
DESIGN, X.X.INEERING 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
Sprinkler Svstems.
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LICENSE NO.
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J�gTF
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SCALE
1/4" =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 FP3
January 2005
Garage Installation Specificatlons
Garage Installation Specifications shall only apply for the installation of UL Listed
BlazeMaster" 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,'Sprinklers are 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 13R
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 3/e' 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 shall be installed per the manutacturer'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 13,130 and 13R when subject to the following
additional limitations:
1. When installed protected (concealed) In accordance with NFPA 130 and 13R, the
minimum protection shall consist of either one layer of Y? (9.5 mm) thick gypsum
wallboard or'/i (12.7 mm) thick plywood.
2. When installed without protection (exposed) in accordance with NFPA 13,13D
and 13R, the following limitations shall apply;
- The riser shall be installed below a 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 13D) constructed utilizing nominal 2" x 10" or nominal 2' x
12" exposed solid wood joists on 16' centers. A Listed residential pendent
sprinkler is to be installed with its deflector a maximum of 1114 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 2' z 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
(nonflowing) conditions shall not exceed 175 psi.
The Listed residential pendent sprinkler is to have 155°F (68°C) maximum
temperature rating and is to be installed at a maximum horizontal distance of 12
inches from the center line of the riser. The system is to be designed based upon the
Listed 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.
Table R •One Point of Restraint
R R j
MAX.3 ; IV'AX•4
One -Point
1/ertica!
/ Restraint
RESTRAINT RESTRAINT
ONE -POINT ONE -POINT
Nominal
IL i'TS3
li IA3l
Pipe Size
Less than
Greater than
ANSI Inches
it}U psi
10fl psi
[TN
{fi,9 bar)
(6,9 Ear)
Table S •Two Points of Restraint
Nominal Pipe iLS„ ,LS>,
Size Less than Greater than
ANSI Inches 100 psi 100 psi
DN (6,9 bar) (6,9 bar)
3f4 4'-0" 3°-0"
DN20 (1,22 m) (C3,91 m)
1 5' 0" 4'-0"
DN25 (1,52 m) (1,22 m)
1-1/4 5'-D"
QN32 {1;83 rrt} (1,52 m)
1-1/2-3 7'-0" T-fl"
DN40 - DN80 (2,13 m) (2,13 m)
S
MAX. --�I
Two -Point
ANY #71STANCE �---�-
Vertical
Restraint
RESTiH,4#NT
TWO -POINT
52
BUILDING SECTION
BUILDING SECTION
01
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FIRi SPRINIaiR
SYSTEMS INC.
•
LICENSE N0.684600
•
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
•
DESIGN, X.X.INEERING 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
Sprinkler Systems.ry
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52
BUILDING SECTION
BUILDING SECTION
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FIRi SPRINIaiR
SYSTEMS INC.
•
LICENSE N0.684600
•
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
•
DESIGN, X.X.INEERING 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
Sprinkler Systems.ry
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DRAWN BY: C.P.
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C-16
* LICENSE N0.
684600
��9TF OF CA�\F���\�
SIZE - 24" X 36"
SCALE AS SHOWN
IF SHEET IS LESS THAN
24" X 36" IT IS A REDUCED
PRINT SCALE
REDUCE ACCORDINGLY
1 J BUILDING SECTION
SHEET ID
SECTIONS
SHEET FP3 OF FP3
FIRE SPRINKLER SYSTEMS, INC.
705 E. HARRISON ST. SUITE 200
CORONA, CA.
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
SIGNATURE @ PGA WEST
LA QUINTA, CA.
TRACT #36537 *PLAN 4
*10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 1/4/2021
File No: 32034
Data File Name: PLAN 4.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-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: 65.6 psi Resid: 60.1 psi F1ow:1500.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 5
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail.
Req'd
Flowing Flow (psi) No. Flow Press.
Press.
1 10.0 7.7 13 15.0 65.6
29.4
2 10.0 7.7 13 25.1 65.6
40.9
REVIEWING AUTHORITY
LA QUINTA FIRE DEPARTMENT
WATER SUPPLY CURVE
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
0.0
04 8 12 16 20 24 28 32 36 40
FLOW (GPM)
Static
= 65.6 psi, Residual
= 60.1 psi @ 1500 gpm
(1 sprinkler
flowing)
(2 sprinklers flowing)
A = Available
Water Supply
C = Available Water
Supply
65.6 psi @
15.0 gpm
65.6 psi @ 25.1
gpm
B = Required Water Supply
D = Required Water
Supply
29.4 psi @
15.0 gpm
40.9 psi @ 25.1
gpm
RESULTS OF ANALYSIS
NFPA NODE
& PIPE DATA
2 Sprinklers Flowing
Node
Tag Elevation
Node
Type Pressure Discharge
Notes
(FT)
(PSI) (GPM)
1
-2.0
SOURCE
40.9 - - -
2
-2.0
-
- - -
34.8 - - -
3
-2.0
-
- - -
27.1 - - -
4
-2.0
-
- - -
25.4 - - -
5
2.0
DOMESTIC
23.5 5.0
6
4.0
-
- - -
22.4 - - -
7
4.0
-
- - -
19.9 - - -
10
11.0
-
- - -
16.2 - - -
11
11.0
-
- - -
14.2 - - -
12
11.0
-
- - -
8.5 - - -
13
11.0
K=
3.61
7.7 10.0
14
11.0
-
- - -
8.5 - - -
15
11.0
K=
3.61
7.8 10.1
16
11.0
-
- - -
11.5 - - -
17
11.0
-
- - -
11.5 - - -
Pipe Tag
K-fac
AF
AF to
L
C
(Pt)
Frm Node
E1 (ft) PT
(q)
node/
Nom ID Fit
F
(Pe) Notes
To Node
E1 (ft) PT
TF(Q)
disch
Act ID
T
FL/FT
(Pf)
Pipe:
1
SOURCE
G: 0
30.00
150
40.9
1
-2.0
40.9
25.1
3
1.000 B: 6
6.00
-0.0
2
-2.0
34.8
25.1
0.995
36.00
0.169
6.1
Pipe:
2
0.00
1.00
150
34.8
2
-2.0
34.8
25.1
4
0.750 ----
0.00
-0.0
3
-2.0
27.1
25.1
0.745
1.00
0.694
7.7
Fixed
Pressure Loss Device:
7.0
psi
Pipe:
3
0.00
70.00
150
27.1
3
-2.0
27.1
25.1
5
1.500 3L:27
27.00
-0.0
4
-2.0
25.4
25.1
1.590
97.00
0.017
1.7
Pipe:
4
DOM.
5.0
Disch
4.00
150
25.4
4
-2.0
25.4
20.1
6
1.500 L: 4
4.00
1.7
5
2.0
23.5
25.1
1.505
8.00
0.023
0.2
Pipe:
5
0.00
2.00
150
23.5
5
2.0
23.5
20.1
7
1.000 R: 1
1.00
0.9
6
4.0
22.4
20.1
1.101
3.00
0.069
0.2
Pipe:
6
0.00
1.00
150
22.4
6
4.0
22.4
20.1
10
1.000 ----
0.00
-0.0
7
4.0
19.9
20.1
1.101
1.00
0.069
2.6
Fixed
Pressure Loss Device:
2.5
psi
Pipe:
7
0.00
7.00
150
19.9
7
4.0
19.9
20.1
11
1.000 2R: 2
2.00
3.0
10
11.0
16.2
20.1
1.101
9.00
0.069
0.6
Pipe:
8
0.00
8.7
16
5.50
150
16.2
10
11.0
16.2
11.4
12
0.750 L: 4
4.00
-0.0
11
11.0
14.2
20.1
0.874
9.50
0.212
2.0
Pipe:
9
0.00
1.4
14
9R:
9
64.50
150
14.2
11
11.0
14.2
10.0
13
0.750
B:
3
12.00
-0.0
12
11.0
8.5
11.4
0.874
76.50
0.074
5.7
Pipe:
10
3.61
B:
3
8.00
150
8.5
12
11.0
8.5
10.0
Disch
0.750
L:
4
7.00
-0.0
13
11.0
7.7
10.0
0.874
15.00
0.058
0.9
Pipe:
11
0.00
10.1
15
12.00
150
8.5
12
11.0
8.5
-8.7
16
0.750
R:
1
1.00
0.0
14
11.0
8.5
1.4
0.874
13.00
0.002
0.0
Pipe:
12
3.61
8.50
150
8.5
14
11.0
8.5
10.1
Disch
0.750
B:
3
3.00
-0.0
15
11.0
7.8
10.1
0.874
11.50
0.059
0.7
Pipe:
13
0.00
10.1
15
2B:
6
47.00
150
11.5
16
11.0
11.5
-1.4
12
0.750
2L:
8
20.00
0.0
14
11.0
8.5
8.7
0.874
6R:
6
67.00
0.045
3.0
Pipe:
14
0.00
7.00
150
11.5
17
11.0
11.5
0.0
0.750
B:
3
3.00
-0.0
16
11.0
11.5
0.0
0.874
10.00
0.000
0.0
Pipe:
15
0.00
6R:
6
51.50
150
14.2
11
11.0
14.2
8.7
14
0.750
B:
3
9.00
0.0
16
11.0
11.5
8.7
0.874
60.50
0.045
2.7
Legend:
PT - Total Pressure at Node C - Hazen -Williams Coefficient
F1 - Flow rate (gpm) FL/FT - Friction Loss per Foot
L - Pipe Length Pt - Total Pressure Loss
F - Fitting Length Pe - Elevation Pressure Loss
T - Total Length of Pipe Pf - Friction Pressure Loss
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= Z
The maximum velocity of water flow occurs in pipe 0
at 0.00 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 2
at 18.48 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
1.505
2.00
4.00 9.00 3.00
3.00
10.00
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
1.590
2.00
9.00 8.00 1.00
1.00
14.00
3.00
0.00
0.00
0.00
A negative value for flow rate indicates the direction of flow is from the second pipe node to the fi
A Fixed Pressure Loss Device calcualtes as a positive friction loss
A Fire Pump calculates as a negative friction loss
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 2020.0.0 computer program (License No. )
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 0.011 gpm at each node and maximum imbalance
of 0.16 gpm with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 40.9 psi and a 7 minute flow of 176 gal. and a 10 minute flow of 251.1 gallons.
The minimum pressure at any node is 7.7 psi at node 13.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
FIRE SPRINKLER SYSTEMS, INC.
705 E. HARRISON ST. SUITE 200
CORONA, CA.
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
SIGNATURE @ PGA WEST
LA QUINTA, CA.
TRACT #36537 *PLAN 4
*10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 1/4/2021
File No: 32034
Data File Name: PLAN 4.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: Viking Descr: VK494 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: 65.6 psi Resid: 60.1 psi F1ow:1500.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 5
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail.
Req'd
Flowing Flow (psi) No. Flow Press.
Press.
1 20.0 18.0 17 25.0 65.6
52.0
1 20.0 18.0 17 25.0 65.6
52.0
REVIEWING AUTHORITY
LA QUINTA FIRE DEPARTMENT
WATER SUPPLY CURVE
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
0.0
04 8 12 16 20 24 28 32 36 40
FLOW (GPM)
Static
= 65.6 psi, Residual
= 60.1 psi @ 1500 gpm
(1 sprinkler
flowing)
(1 sprinklers flowing)
A = Available
Water Supply
C = Available Water
Supply
65.6 psi @
25.0 gpm
65.6 psi @ 25.0
gpm
B = Required Water Supply
D = Required Water
Supply
52.0 psi @
25.0 gpm
52.0 psi @ 25.0
gpm
RESULTS OF ANALYSIS
NFPA NODE
& PIPE DATA
1 Sprinklers Flowing
Node
Tag Elevation
Node
Type Pressure Discharge
Notes
(FT)
(PSI) (GPM)
1
-2.0
SOURCE
52.0 - - -
2
-2.0
-
- - -
46.0 - - -
3
-2.0
-
- - -
38.3 - - -
4
-2.0
-
- - -
36.6 - - -
5
2.0
DOMESTIC
34.7 5.0
6
4.0
-
- - -
33.6 - - -
7
4.0
-
- - -
31.0 - - -
10
11.0
-
- - -
27.4 - - -
11
11.0
-
- - -
25.4 - - -
12
11.0
-
- - -
22.8 - - -
13
11.0
-
- - -
22.8 - - -
14
11.0
-
- - -
22.4 - - -
15
11.0
-
- - -
22.4 - - -
16
11.0
-
- - -
20.1 - - -
17
11.0
K=
4.71
18.0 20.0
Pipe Tag
K-fac
AF
AF to
L
C
Frm Node
E1 (ft) PT
(q)
node/
Nom ID Fit
F
To Node
E1 (ft) PT
TF(Q)
disch
Act ID
T
FL/FT
Pipe:
1
SOURCE
G: 0
30.00
150
1
-2.0
52.0
25.0
3
1.000 B: 6
6.00
2
-2.0
46.0
25.0
0.995
36.00
0.168
Pipe:
2
0.00
1.00
150
2
-2.0
46.0
25.0
4
0.750 ----
0.00
3
-2.0
38.3
25.0
0.745
1.00
0.689
Fixed
Pressure Loss Device:
7.0
psi
Pipe:
3
0.00
70.00
150
3
-2.0
38.3
25.0
5
1.500 3L:27
27.00
4
-2.0
36.6
25.0
1.590
97.00
0.017
Pipe:
4
DOM.
5.0
Disch
4.00
150
4
-2.0
36.6
20.0
6
1.500 L: 4
4.00
5
2.0
34.7
25.0
1.505
8.00
0.022
Pipe:
5
0.00
2.00
150
5
2.0
34.7
20.0
7
1.000 R: 1
1.00
6
4.0
33.6
20.0
1.101
3.00
0.068
Pipe:
6
0.00
1.00
150
6
4.0
33.6
20.0
10
1.000 ----
0.00
7
4.0
31.0
20.0
1.101
1.00
0.068
Fixed
Pressure Loss Device:
2.5
psi
Pipe:
7
0.00
7.00
150
7
4.0
31.0
20.0
11
1.000 2R: 2
2.00
10
11.0
27.4
20.0
1.101
9.00
0.068
Pipe:
8
0.00
12.5
16
5.50
150
10
11.0
27.4
7.5
12
0.750 L: 4
4.00
(Pt)
(Pe) Notes
(Pf)
52.0
-0.0
6.1
46.0
-0.0
7.7
38.3
-0.0
1.7
36.6
1.7
0.2
34.7
0.9
0.2
33.6
-0.0
2.6
31.0
3.0
0.6
27.4
-0.0
11
11.0
25.4
20.0
0.874
9.50
0.209
2.0
Pipe:
9
0.00
9R:
9
64.50
150
25.4
11
11.0
25.4
7.5
14
0.750
B:
3
12.00
-0.0
12
11.0
22.8
7.5
0.874
76.50
0.034
2.6
Pipe:
10
0.00
B:
3
8.00
150
22.8
13
11.0
22.8
0.0
0.750
L:
4
7.00
-0.0
12
11.0
22.8
0.0
0.874
15.00
0.000
0.0
Pipe:
11
0.00
12.00
150
22.8
12
11.0
22.8
7.5
16
0.750
R:
1
1.00
-0.0
14
11.0
22.4
7.5
0.874
13.00
0.034
0.4
Pipe:
12
0.00
8.50
150
22.4
15
11.0
22.4
0.0
0.750
B:
3
3.00
0.0
14
11.0
22.4
0.0
0.874
11.50
0.000
0.0
Pipe:
13
0.00
20.0
17
2B:
6
47.00
150
22.4
14
11.0
22.4
-12.5
11
0.750
2L:
8
20.00
-0.0
16
11.0
20.1
7.5
0.874
6R:
6
67.00
0.034
2.3
Pipe:
14
4.71
7.00
150
20.1
16
11.0
20.1
20.0
Disch
0.750
B:
3
3.00
-0.0
17
11.0
18.0
20.0
0.874
10.00
0.209
2.1
Pipe:
15
0.00
20.0
17
6R:
6
51.50
150
25.4
11
11.0
25.4
-7.5
14
0.750
B:
3
9.00
0.0
16
11.0
20.1
12.5
0.874
60.50
0.088
5.3
Legend:
PT - Total Pressure at Node C - Hazen -Williams Coefficient
F1 - Flow rate (gpm) FL/FT - Friction Loss per Foot
L - Pipe Length Pt - Total Pressure Loss
F - Fitting Length Pe - Elevation Pressure Loss
T - Total Length of Pipe Pf - Friction Pressure Loss
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= Z
The maximum velocity of water flow occurs in pipe 0
at 0.00 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
1.505
2.00
4.00 9.00 3.00
3.00
10.00
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
1.590
2.00
9.00 8.00 1.00
1.00
14.00
3.00
0.00
0.00
0.00
A negative value for flow rate indicates the direction of flow is from the second pipe node to the fi
A Fixed Pressure Loss Device calcualtes as a positive friction loss
A Fire Pump calculates as a negative friction loss
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 2020.0.0 computer program (License No. )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.08 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.06 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 52.0 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 17.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
W
Coachella Vallev Water District
75515 Hovlev Lane East
Palm Desert, CA 92260
Date:
Monday, March 09, 2015
File:
0421.1 Tr. 36537-2
Tract No.:
32472
Project Name:
Signature at PGA West
Engineer Of Record:
Stanley C. Morse, #20596
CVWD Reviewer:
Brian Fogg
Type Of Utility:
Domestic Water Pipe
Plan Check No.:
1
••
•
Pipe Application
Domestic Water
Operating Pressure
85.00
psi
Pressure Fluctuation
25.0
psi
Pipe Material
DIP
Max. Surge Pressure
175.00
psi
Pipe Classification
PR 350
Operating Temperature
100.0
°F
Pipe Size
18
in.
Live Load Condition
Roadway
Surface Condition
Flexible Pavement
Pipe Cover Depth
4.0
ft.
Depth to Water Table
100.0
ft.
Min. Trench Width
3.5
ft.
Max. Trench Width
2.5
ft.
Native Soil Classification
SM
Unit Weight
117
pcf
Bearing Capacity
2500
psf
Soil Documentation
Geotechnical Report
Trench Configuration
D
Embedment Soil Class
SM
Max. Deflection
0.0000
%
Installed Factor of Safety
309790.5
Max. Wall Strain
0.0000
in./in.
FS — Bending Strain
305009.8
Ring Buckling Stress
0.20
psi
FS —Wall Buckling
5.7
Wall Thrust
52.01
psi
FS —Wall Thrust
2563.6
Foundation Required
No
Approxiamate Thickness
0.00
in.
POP <— WPR of Pipe
Yes
PP,A < STIR Of Pipe
Yes
COMMUNICATION TO ENGINEER
OF • D
Appropriate Design Documentation Accepted Q
Design meets Min. CVWD Factor of Safety Q
Revise Design Documentation And Resubmit ❑
Insufficient Information
Received To Review ❑
Reviewer's Comments:
Z
Domestic Water System Flow Analysis
Domestic Water System Flow Analysis (Hydraulic Model)
Coachella Valley Water District
75515 Hovley Lane East
Palm Desert, CA 92211
Requested By.,
Innovative Fire Protection, Inc.
Date:
1/14/15 y —
Address:
8779 Cottonwood Ave. Ste. 101
Santee, CA 92071
APN:
WF#:
422601
Project
Name:
Contact Name:
_
Erica
Phone:
(619)593-8200
Cell:
Email:
erica@ifpinc.net
Fax:
Location/Hydrant:
Model Information
Flow Analysis Description
Hydrant located on PGA Boulevard, near sales office at 56-140 PGA Boulevard. Geo: 6-7-21-2
PZ 15-6050. Thank You, Sara Lopez jJ
CVWD 203L5
PDD
14 Requested Test 1Test 2 Test 3 Test 4 Flow eElevation
Ell
(Ft):
-11.12
I
g
CVWD
criteria
Steady State, Dynamic {psf):
79.80
Residual Pressure (psi):
73.71
Fire Flow Tested (gpm):
1500
Combined Total:
N/A
Number of Hydrants:
Used one test junction
Duration.
3 Hour
Demand Conditions:
ESP Peak Day Demand
Reservoir No./level (s):
Res6726/25.6'
Pumps Operating No's:
Pumps On
Pressure Zone and HGL:
Lake Cahuilla Pressure Zone (145')
Model:
_
CVWD 2015 DW Model, ESP -24hr PDD Historical Peaking Factors
Comments: The domestic water system is capable of providing 1,500gpm for 3 hours at a minimum of 20psi that do not
exceed CVWD's velocity and/or head loss criteria. This simulated system flow analysis may not include all
facilities that may be required for this development/project. In addition, future project phases may affect the
results. Please check with Development Service for further information on all required facilities.
i
These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to
supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system,
meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual
flows or pressures. Due to continuous changes in the system, CVWD only considers this fire flow analysis valid for six months from
date of modelling/analysis.
Should you have any questions or need additional information, please contact me at (760) 398-2661, ext.
Completed By:
Reviewed By:
Date: 3/6/2015
Date: .31191R D
Z'NAT Page 1 of 1 ENG DS-016
�sT � (3/5/15)
1 _
� (i •lid
CAL FIRE - RIVERSIDE UNIT
RIVERSIDE COUNTY FIRE DEPARTMENT
OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
February 2, 2021
Fire sprinkler Systems INC.
705 E. Harrison St #200
Corona, CA 92879
Re: Residential Fire Sprinkler Plan Review — SIGNATURE @ PGA WEST
FCMP2021-0004 / MASTER PLAN 4
The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County
Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions.
Contractor shall separately apply and pay fees for the various Production Home lots associated with this
project as each will be handled under separate permit.
Permanently marked identification signs shall be attached to all control valves.
The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff:
(a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal
operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the
potential to contact CPVC piping once insulation is installed.
(b) Final inspection
The Fire Department approved plans and conditions letter must be at the job site.
Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for
inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131.
All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal
staff at (760)777-7074.
Kohl Hetrick - Fire Safety Specialist
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
0 SUBMITTAL # ❑ REVISION # PERMIT NO.
APPLICANT/OWNER INFORMATION
Applicant Name: FIRE SPRINKLER SYSTEMS, INC Owner Name: WOODBRIDGE PACIFIC
Mailing Address: 705 E. HARRISON ST. #200, CORONA CA 92879 Site Address: MASTER PLAN TYPE 4
Phone Number: 951-272-2522 Project SIGNATURE @ PGA WEST / TRACT# 36537 / PLAN TYPE 4/27 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 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 $21 REVISED 12/6/2019
*For permits billed at an hourly rate, these fees will be added at time of payment.
Bin #
City of La Quints
Building 8z Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La.Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: MASTER PLAN TYPE 4
Owner'sNarne: WOODRIDGE PACIFIC
A.P.Nnmber:
Address:27285 LAS RAMBLAS #230
Legal Description: MASTER PLAN TYPE 4
Contractor: FIRE SPRINKLER SYSTEMS, INC
City, ST, Zip: MISSION VIEJO, CA 92691 pa
Telephone: U.;£;$�.,
Address: 705 E. HARRISON ST. #200
Project Description:
City, ST, Zip: CORONA, CA 92879
INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS
Telephone: 951-272-2522
{y r>Y "'`' 'f
k4i
27 HEADS / 2,546 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 (eirete one): New Add'n Alter Repair Demo
Sq. Ft.: 2,546 S F "St es: 1 # Units: N/A
Telephone # of Contact Person: 951-272-2522
Estimated Value of Project: $1,403.00
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