LAQ-14-RS-036 Pimlico Plan 3ADDITIONAL SITES
CHRONOLOGY
CONTACTS
CONDITIONS
Description: 4,882SF DWELLING/VB/RES-3/CLASS A-FR/13D
Type: BUILDING, RESIDENTIAL Subtype: DWELLING - SINGLE
FAMILY DETACHED
Status: FINALED Applied: 12/18/2013
Parcel No: 767320999 Site Address: 81340 STORM CAT CT LA QUINTA,CA 92253 Approved: 2/28/2014
Subdivision: Block: Lot: Issued:
Lot Sq Ft: Building Sq Ft: Zoning: Finaled:
Valuation: $315,214.00 Occupancy Type: Construction Type: Expired:
No. Buildings: No. Stories: No. Unites:
Details: RIVERSIDE COUNTY FIRE PERMIT #LAQ-14-RS-036. SEE FIRE FOLDER.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
ART IN PUBLIC PLACES-
RES 27000003650500 $288.04 $288.04 3/25/14
Total Paid for ART IN PUBLIC PLACES-RES: $288.04 $288.04
BLDG PC 200K-1M 10160003428200 $1,362.82 $1,362.82 3/25/14
Total Paid for BLDG PC 200K-1M: $1,362.82 $1,362.82
BLDG STDS ADMIN
(SB1473)10100002030600 $13.00 $13.00 3/25/14
Total Paid for BLDG STDS ADMIN (SB1473): $13.00 $13.00
Printed: Wednesday, February 28, 2024 2:55:25 PM 1 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
SFD-13-1631
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
DIF CIVIC CENTER - RES 25200003650000 $942.00 $942.00 3/25/14
Total Paid for DIF CIVIC CENTER - RES: $942.00 $942.00
DIF COMMUNITY
CENTERS-RES 25400003650000 $129.00 $129.00 3/25/14
Total Paid for DIF COMMUNITY CENTERS-RES: $129.00 $129.00
DIF FIRE PROTECTION-
RES 25700003650000 $433.00 $433.00 3/25/14
Total Paid for DIF FIRE PROTECTION-RES: $433.00 $433.00
DIF LIBRARIES - RES 25300003650000 $344.00 $344.00 3/25/14
Total Paid for DIF LIBRARIES - RES: $344.00 $344.00
DIF PARK MAINT FAC -
RES 25600003650000 $40.00 $40.00 3/25/14
Total Paid for DIF PARK MAINT FAC - RES: $40.00 $40.00
DIF PARKS/REC - RES 25100003650000 $2,048.00 $2,048.00 3/25/14
Total Paid for DIF PARKS/REC - RES: $2,048.00 $2,048.00
DIF STREET MAINT FAC-
RES 25500003650000 $116.00 $116.00 3/25/14
Total Paid for DIF STREET MAINT FAC-RES: $116.00 $116.00
DIF TRANSPORTATION -
RES 25000003650000 $2,842.00 $2,842.00 3/25/14
Total Paid for DIF TRANSPORTATION - RES: $2,842.00 $2,842.00
MULTI-SPECIES
(MSHCP) FEE 10100002031000 $1,278.00 $1,278.00 3/25/14
Total Paid for MULTI-SPECIES (MSHCP) FEE: $1,278.00 $1,278.00
PERMIT FEES 0 $638.39 $638.39 3/25/14
PERMIT FEES 0 $203.80 $203.80 3/25/14
Printed: Wednesday, February 28, 2024 2:55:25 PM 2 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
SFD-13-1631
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
PLUMBING 2013 -
UNDERGROUND
PLUMBING
KIRK KIRKL 4/1/2014 4/1/2014 APPROVED
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
PERMIT FEES 0 $309.86 $309.86 3/25/14
PERMIT FEES 0 $345.67 $345.67 3/25/14
Total Paid for PERMIT FEES: $1,497.72 $1,497.72
PLAN CHECK,
ELECTRICAL 10160003428200 $72.24 $72.24 3/25/14
Total Paid for PLAN CHECK, ELECTRICAL: $72.24 $72.24
PLAN CHECK,
MECHANICAL 10160003428200 $181.14 $181.14 3/25/14
Total Paid for PLAN CHECK, MECHANICAL: $181.14 $181.14
PLAN CHECK,
PLUMBING 10160003428200 $317.06 $317.06 3/25/14
Total Paid for PLAN CHECK, PLUMBING: $317.06 $317.06
PLAN CHECK, SFD
GRADING 10160003428200 $143.00 $143.00 3/25/14
Total Paid for PLAN CHECK, SFD GRADING: $143.00 $143.00
STRONG MOTION (SMI)
- RES 10100002030800 $31.52 $31.52 3/25/14
Total Paid for STRONG MOTION (SMI) - RES: $31.52 $31.52
TUMF: RESIDENTIAL 22400002032000 $1,837.44 $1,837.44 3/25/14
Total Paid for TUMF: RESIDENTIAL: $1,837.44 $1,837.44
TOTALS:$13,915.98 $13,915.98
Printed: Wednesday, February 28, 2024 2:55:25 PM 3 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
SFD-13-1631
ATTACHMENTS
BOND INFORMATION
PLUMBING 2013 - SEWER
CONNECTION KIRK KIRKL 4/1/2014 4/1/2014 APPROVED
BUILDING 2013 -
FOOTINGS KIRK KIRKL 4/7/2014 4/7/2014 APPROVED
BUILDING 2013 - SLAB KIRK KIRKL 4/7/2014 4/7/2014 APPROVED
BUILDING 2013 - ROOF
NAIL AJ ORTEGA 4/21/2014 4/21/2014 APPROVED
BUILDING 2013 - OKAY TO
WRAP KIRK KIRKL 5/13/2014 5/13/2014 APPROVED
BUILDING 2013 -
FRAMING KIRK KIRKL 5/19/2014 5/19/2014 APPROVED
BUILDING 2013 -
INSULATION KIRK KIRKL 5/21/2014 5/21/2014 APPROVED
BUILDING 2013 -
DRYWALL NAIL KIRK KIRKL 5/22/2014 5/22/2014 APPROVED
BUILDING 2013 - LATH KIRK KIRKL 5/23/2014 5/23/2014 APPROVED
PLUMBING 2013 - GAS
LINE / GAS TEST KIRK KIRKL 6/12/2014 6/12/2014 APPROVED
FINAL**KKI 8/20/2014 8/20/2014 APPROVED
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
PARENT PROJECTS
Printed: Wednesday, February 28, 2024 2:55:25 PM 4 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
SFD-13-1631
January 1:3, 2012
Sprinkler 1,*m
February 3, 2012 Sprinkler 147u
13DICRC 313.3 GENERAL NOTES
� t•
FREEDOM* RESIDENTIAL
l r PENDENT SPRINKLER
VK468 (K4.9)l
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49068
Telephone: 26W945-9501 Technical Services: 877-384-5464 Fax: 28"18-1580 Enwii: techsvcs@vikingcorp.Com
1. DESCRIPTION
Viking FreedcrrP Residential Pendent Sprinkler VK468 is a small, thermosensiffve, glass -
bulb residential sprinkleF available in several different finishes and temperature ratings to
meet varying design requirements. The orifice design, with a K-Factor of 4.9 (70.6 metrict),
allows efficient use of available water supplies for the hydraulically designed fire -protection
system. The glass bulb operating element and special deflector characteristics meet the
challenges of residential sprinkler standards,
2. LISTINGS AND APPROVALS
e t mJ Wl.us Listed: Category VKKW
NYC Approve
d: Mt589-92 E, Volume 35
NSF Certified: NSF/ANSI Standard el. Drinking Water System Components
Refer to the Approval Chart on page 1490 and Design Criteria on page 149r for
cULus Listing requirements that must be followed.
3. TECHNICAL DATA
Specification s:
Available since 2006.
Minimum Operating Pressure: Refer to the Approval Chart.
Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar).
Thread size, 112" (15 mm) NPT
Nominal It -Factor: 4.9 U.S. (70.6 metticf)
TMeiftc K faCbr measurement shaavn is in Bar. When pressure is measured in kPa, cMde the metric K-factor shown by 10.0_
Glass -bulb fluid temperature rated to -65 °F (-55 °C)
Overall Length: 2-114" (58 mm)
Material Standards:
Frame Casting: Brass UNS-C84400 or CAM Brass vikhlg Technical Data may tin found on
Deflector: Brass LJNS-C23000_ Phosphor Bronze UNS C51000, or Brass The Viking Corporation's Web site at
U26D00 http:/IvAAvvlldnggroupinc.com.
Bulb:: Glass. nominal 3 r11m diameter
Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with The Web site may Include a more recent
Teflon Tape edition of this Technical Data Page.
Pip Cap and insert Assembly: Copper UNS-C11000 and Stainless Steel _ -
UN S-S30400
Compression Screw Brass UNS-C36000
0rdering Information: (Also refer to the current Viking price list)
Sprinkler: Base Part No. 13637
Order Sprinkler VK46B by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temps
tore rating to the sprinkler base part number_
Finish Suffix: Brass = A. Chrome-Enloy`'= F and White Polyester = M-1W
Temperature Suffix: 155 'F (68 °C) = 8, 175 "F (79 nC) = D
For example, sprinkler VK468 with a Brass finish and a 155 °F (68 'C) temperature rating = Part No. 13637AB,
Available Finishes And Temperature Ratings:
RefeF to Table 1. r
Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) -
Sprinkler Wrenches:
A. Standard Wrench: Patt No. 10896MB (available since 2000) =
B. Wrench for recessed sprinklers: Part No. 13577WIB' (available since 2006)
C_ Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool- Part No. 15915 (availahie since 2010)
A %" ratchet is squired (not available from Viking). =
Ailwvs use cram the Floor by a#ark ing a length of 1" dlameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051aU
Form No. F_012706 Replaces page 149m-t, dated March 18, 2011. (Revised
sprinkler materials and added reference to TIA 1028R.)
ffi WAVIA 1- - -
Sprinkf er Temperature SpdriMer N motnal lutwdmurrr Ambient
Bulb Color
Classification Temperature Racing' Ceiling Tet>1�aturO
Ordinary
155 °F (68 =C)
100 =F (38 `C) fled
Intermediate
175 "F (79 'C)
150 `F (65 "C) Yellow
Sprinkler Finishes: Brass, Ghrorne-Enloy`'
(patents pending), and White Polyester
Footnotes
The sprinkler len�erature rating Is stamped on the deflector.
Based on NFPA•13. Other limits may apply, depending on fire loading, sprinkler location, and othor requirements of the Authority Having Jurisdictions.
Refer to specific irsta!lation standards.
Approval Chart TOPOPw turn KEY
Residential Pendent Sprinkler VK468 Finleh
A1xFeawwhem
(it aWkablel
For systems deslgned to NFPA 1WO a NFPA 13R.
For systems designed to NFPA 13, refer to the design cHt!eria on page 149r.
Sprinkler Base
NPT Thread Size
Nominal K-Factor
Maximum Water
Overall Length
Part Number'
SIN
Worldrig Pressure
Inches
rnrn
U,S.
metric=
inches
mm
13637
VK468
112
15
4.19
70-6
175 psi (12 bar)
2-114
58
Listings and Approvals'
Maximum Areas of Coverage* Minimum Water Supply Requirements4
(Refer also to Design Criteria on page 149r.)
cULuse NYCa Ns€8
Installed below smooth, flat, horizontal ceilings, Including ceilings with
slopes up to and including V12 (9.5*).
12 ft. x 12 ft. (3.7 rn x 3.7 m)
13 gpm a 7.0 psi (49.2 Umin @ 0.48 bar)
A1X
A1X.
A1X
14 ft. x 14 ft_ (4.3 m x 4.3 m)
13 gpm @ 7.0 psi (49.2 Umin Q 0.48 bar)
AIX
Al X
A1X
16 ft. x 16 ft. (4.9 m x 4.9 m)
13 gpm Q TO psi (49.2 Umin Q 0,48 bar)
A1X
AIX
A1X
18 ft. x 18 fL (5.5 m x 5.5 m)
17 gpm @ 12.0 psi (64.4 Umin @ 0.83 bar)
A1X
AIX
AIX
20 ft. x 20 ft. (6.1 m x 6.1 m)
20 gpm @ 16.7 psi (75.7 Umin @ 1.15 bar)
A1X
AIX
AIX
Installed below horizontal ceilings with beams'.
12 ft. x 12 ft. (3.7 m x 3.7 m)
13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar)
six
B1X
BiX
14 ft. x 14 ft. (4.3 m x4.3 m)
13 gpm @ 7.0 psi (49.2 Umin @ 0-48 bar)
Bix
B1x
B1X
16 ft. x 16 ft (4.9 m x 4.9 ors)
13 gpm I@ TO psi (49.2 Umin @ 0.48 bar)
B1x
B1X
B1X
18 ft. x 18 ft_ (5.5 m x 5.5 m)
17 gpm @ 12-0 psi (64.4 Umin C� 0-83 bar)
B1x
B1X
DIX
20 ft. x 20 ft. (6.1 m x 6.1 m)
20 gpm @ 16.7 psi (75.7 Umin 1.15 bar)
B1X
B1X
B1X
Installed below ceilings with slopes'' up to and including a 8/12 (33,7°) pitch. Refer to Figure 5 on page 149q.
UL
NYC
NSF8
20 ft. x 20 ft. (6.1 m x 6-1 m)
21 gpm Loa 18.4 pal (79.5 Umin 1.27 bar)
81X
See Footnote 7
61X
20 ft. x 20 ft_ (6.1 m x 6.1 m)
23 gpm @ 22.0 psi (83.4 Umin @ 1.52 bar)
Cix
See Footnote 7,
C1X
Approved Temperature Ratings
Approved Finishes
Approved Escutcheons
A - 155 aF (68 °G) and 175 °F (79 "G)
1 -Brass Chrome-Enioye, White, and
X - Standard surface -mounted escutcheons or the Mkxo-
8 - 156 °F (68 °C)
Black"
fasts Model F-1 Adjustable Escutcheon, or reoessed with
C - 175 'F (79 "C)
the Micromadce Model E-1 or E-2 Recessed Escutcheon
Footnotes
Part number shown is the base part number. For complete part number, refer to current Viking price list schedule.
7 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by
10.0.
a This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any
additional approvals.
' For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement" for the next larger area listed. Flows and pressures listed
are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum Water Supply
Requirement' used.
Listed by Underwriter's Laboratories for use in the U.S. and Canada.
8 Accepted for use, City of New York Department of Buildings, MEq Number 89-92-C, Vol. 35.
t Meets New York City requirements, effective July 1, 2008.
1 Tested and Certified by NSF (National Sanitation Foundation) to NSFIANSI Standard 61, Drinking Water System Components-
9 Listings are for residential occupancies with smeath, flat, horizontal ceilings or horizontal ceilings with beams. IndWes ceilings with slopes up to and including
a 2J12 (8-5°] pitch. (For heard ceiling design criteria, refer tp Beam Ceiling Guidelines and Figures 5 through 7D on pages 149s4).
"Refer to TIA 1028R slope ceiling criteria exceptions.
"Areas under sloped ceilings must be measured alohg the ceiling slope- Actual floor coverage in the horizontal plane under sloped ceilings will be less
than the listed area of coverage.
"ether paint co ors are available on request with the same cULus Listings as the standard finish colors.
DIESIGN_CHIT1nRt14
(Alsorefer to the ApprcuiA Chart cc page 149o.)
cULus Listina Requirements:
When using Viking Residential Pendent Sprinkler VK468 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of coverage and
minimum Yvafer supply requirements shown in the Approval Chart on page 149o.
For sys�ems de far erf tp NEF6 13 The number of design sprinlders is to be the four contiguous most hydraufiwIty demanding sprinklers. The mini-
mum required discharge from each of the four sprinklers is to be the greater of the follow nag:
• The flow rates given in th a Approval Chart on data page 149c for NFPA 130 and NFPAI3R applications for each lisled area of coverage, 2L
- Calculated based on a minimum discharge of 0.1 gpmisq_ ft. over the "design area" in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13.
• Minimum distance betv+een residential sprinklers: 8 ft. (2.4 m)-
VK4ES CONCEALED PENDENT
NOT TO SCALE
FREEDOM"' RESIDENTIAL
NG*
• r • CONCEALED PENDENT
SPRINKLER VK457 (K4.9)
The Viking Corporation, 210 N Industrial Park Drive, Hastings Mi 4.9058
Telephone: 259-946-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email_ techsvcsGavikingcorp.com
I. DESCRIPTION - p.....
Viking Freedom" Residential Concealed Pendent Sprinkler VK457 is a small
high -sensitivity solder link and lever residential sprinkler designed for installaton
on Concealed pipe systems where the appearance of a smooth ceiling is desired.
Y
The orifice design, with a K-Factor of 4.9 (70.6 metric`), allows the sprinkler's ef-
ficient use of available water supplies for the hydraulically designed fire -protection _
system- The operating element and special deflector characteristics meett-ie chal-
lenges of residential sprinkler standards.
The sprinkler is pre -assembled with a threaded adapter r for installation onvth a low -profile
_ -
_...
small -diameter cover assembly installed flush to the ceiling. The two-piece
design allays installation and testing of the sprinkler prior to installation of the
cover plate. The "push -on", "thread -oft" design of the concealed cover plate as-
sembly allows easy installation of the cover plate after the system has been tested -........
and the ceiling finish nas been applied, while also providing up to %` (12.7 mm) of
vertical adjustment. The cover assembly can be removed and reinstalled; allow-
ing temporary removal of ceiling panels without taking the sprinkler system out of
service or removing the sprinkler.
2. LISTINGS AND APPROVALS
GULUs Listed: Category c 81, oe � g ry VKKVV
Refer to the Approval Chart on page 147w and Design Criteria an page 147x for cULus t_isting requirements that must be
followed
3. TECHNICAL DATA
Specifications:
Available since 2008.
Minimum Operating Pressure: Refer to the Approval Chart
Maximum V1,Urking Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar).
Thread size: 112" (15 mm) NPT
Nominal K-Factor: 4.9 U.S. (70.6 metric*)
" Metric K fticbr measurement shown is in Bar. When pressure is measured in kPa, divide
the metfFa K-factor shown by 10.0.
Material Standards: Aking Technical Data may be found on
Sprinkler Body' Brass UNS-C84400 or QM Brass The Vlking Corp -oration's Web site at
Deflector: Phosphor Bronze UNS-CS1000 htl
Deflector Pins- Stainless Steel UNS-S30Z� Prlsite may include atmore r
The Wets site may include a more recent
Button' Brass UNS-i6000 edition of this Technical Data Page.
Seat Assembly: Brass UNS-C31600
Compression Screw: Brass UNS-C35000
Fusible Element Assembly: Beryllium Nickel, coated with black acrylic paint `
Levers; Stainless Steel UN531 WO
Lever Bar Copper Alloy UNS-C72500
Belleville Spring Sealing Assembly: Nickel Alloy, coated on botch sides with Teflon Tape
Cover Adapter: Cold Rolled Steel UNS-G10060, Finish: Clear Chromate over Zinc Plating
Shipping Cats: Polyethylene
Cover Plats Materials,
Cover Plate Assembly: Copper UNS-Cl1000 and Brass UNS-026800
Spting: Beryllium Nickel
Salder E:UteCtIC
Ordering Informiation: (AISO refer to the current Viking price list.)
Viking F'reedom' Residential Concealed Pendent Sprinkler VK457 and Cover Plate Assembly must be ordered separately:
Er�n'n No. F 072607 Replaces page 147u-z, dated Sept. 9, 2011- (Added QM Brass
to sprinkler materials and added reference to TIA 1028R.1
Sprinkler Winkler Nominal maximum TerrtpeMtUre Rating
Cover Plate
large Corer Square Cnv+�r
Tempsiatum Tarr pardum Ambient Ceiling of the Cover
Base Part
Plate Base Piste Base
Classffication 'Rad"g' TempwaWW Assembly (Required)
NumbeP
mart Number' Part Number,
Ordinary 165 -F (74 -C)
100 'F (38 `C)
135 `F (57 °C)
13504
13i342 15394
Cover Plate Finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, BrLJshed Brass, Brushed Copper, Painted
White, Painted Ivory, or Painted Black
Approval Chart Sprinkler7ennpemturs Ra*V
Residential Concealed Pendent Sprinkler VK457 Cuver r4ale Tarl�pnat- P."
For systems designed to NFPA 13D7 or NFPA 13R Awl}DOOef �° nd� KEY
For systems designed to NFPA 13, refer to the design criteria an page 147x.
Sprinkler Bass
SIN
NPT Thread Sirs
Nominal K-Factor
Maximum Water
Inches
MM
U.S.
metric
Part Number'
Working Pressure
14694A
VK457
112
15
4-9
70.6
175 psi (12 bar)
Listings and Approvals'
Maximum Areas of Coverages
Minimum Water Supply Requirements`
(Refer also to Design Crftrl2 on page 147x.)
cULus4 NYC NSF'
Installed below smooth, flat, horizontal ceilings, including ceilings with slopes up to and including 2142 (9.5°).
12 ft. x 12 ft. (3.7 m x 3.7 m)
13 gpm L 7.0 psi (49.2 Umin ® D.48 bar)
AX1
see Footnotes
AXI
14 ft x 14 ft. (4.3 m x 4.3 m)
13 gpm Q 7.0 psi (49.2 Umin @ 0.48 bar)
AX1
$ee Fcetngte 5-
AX1
16 ft, x 16 P. (4.9 m x 4,9 m)
13 gpm @ TO psi (49.2 Umin @ 0.48 bar)
AX1
See Footnote 5.
AX1
18 fL x 18 ft. (5.5 m x 6.5 m)
17 gpm @ 12.0 psi (64.4 Umin ® 0.83 bar)
AX1
see rmtnotes.
Ax1
20 fL x 20 ft. (6.1 m x 6.1 m)
20 gpm Q 16.7 psi (75.7 Umin @ 1.15 bar)
AX1
see Fovahote5.
AX1
Installed below ceilings with slopesaup to and Including a 8112 (33.7°) pitch. Refer to Figure 5 an page 147z.
UL
NYC
NSF'
16 ft. x 16 ft. (4.9 m x 4.9 m)
26 gpm ® 28.2 psi (98.4 Umin C 1.94 bar)
AX1
See Footnote 5.
AX1 .
18 fL x 18 ft. (5.5 m x 5.5 m)
31 gpm 40.0 psi (117-3 Umin @ 2.76 bar)
Ax1
see Footnote 5.
AXi
20 ft. x 20 ft. (6.1 m x 6.1 m)
31 gpm Q 40.0 psi (117-3 Umin a 2.76 bar)
AX1
see Footnote 5.
AX1
Cover Temperature Rating
Cover Plate Finishes
Sprinkler Temperature Rabng
x - 135 °F (57 °C) cover 13504', 136421(large diameter),
1 _polished Chrorrle, Brushed Chrome, Bright
A -165 °F (74 °C)
or 15394' (square cover plate)
Brass, Brass, Brushed Brass, Brushed
, Paine
Capper, Painted VVfhite, Painted Ivory, or Painted
Black10
PR
129§12H gam
fAlso refer to theApprovai Chart on page 14 w_)
cULus Listing Requirements:
When using Viking Residential Concealed Pendent Sprinkler VK457 far systems designed to NFPA 13D or NFPA 13R, apply the listed areas of cover-
age and minimum water supply requirements shown In the Approval Chad on page 147w,
For Systems declared to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The minimum
required discharge from each of the four sprinklers is to be the grealer of the fallowing:
• The flow rates given in the Approval Chart on data page 147W for NFPA 13D and NFPA 13R apoftcalions for each listed area of coverage,
2L
• Calculated based on a minimum discharge of 0.1 gprrAq. ft. over the `design area' to accordance with sections 8.5.2.1 or 8.8.2.t.2 of NFPA 12,
• Minimiun distance between r"dentiai sprinklers: 8 ft, (2.4 m).
NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only.
VK457 CONCEALED PENDENT
NOT TO SCALE
PRESSURE REGULATOR
TO BE SET AT 60 PSI
TO DOMESTIC WATER
CONTROL VALVE FOR DOMESTIC
5 GPM ALLOWANCE
r_ T
FINISH GRADE
� q.) 2' ELEV.
CONTROL BALL VALVE
0' ELEV.
*FOR REFERENCE ONLY
! 1/4" COPPER L 1" METER
4 P51 LOSS
11�4" PVC METER 111 COPPER K GtTY
MAI N
Tar MAx � 30 MAX
-1 .5' ELEV.
-1.5' ELEV. -1.5' ELEV.
tilcawnre0.4da I � y�co-itre.can
Fire Protactron corstacts fi
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Description
• Listed for %dehded cmrne in corn-
7M TYCO Model Be (Back to Swig.
buaUWe conlRrucdtan,
Sn (Single ClrBctlarmrj, HIP, and AP (At-
Z'
rrlFlicale 1ka teatad In both over and
"S Irrc licaticn t3 rinldera
systerh
d s0lrrfts-
For Prot"nq pdtlCa" are fkeap h,kfers
Full-scale tee>30d, for ua! in rr nptl
for mmbusbbie and non�omhustble
truss , apr,
doped adic spaces The Mode, Ba, W.
HIP are Specirre Application Attic
. Lda4d for a t3pFSlgpBa SOW
sP
Sprinklers, whereas the Model AP is a
to Tabl', Ak
5peoft Application Comhustible Cm-
Th. A.-iM anl.ar:aflnn atHr. S1ve.-
w o,xaue areerrvrx rwwng 3rsa:nw
a [cation criteria for its use with the
PPt
kfera a T-A beat Inv& or rM80- prbvld
P
� d cornrol coat by g
ti n an eamrsan
Model Ba, S anq HIP m ernlc
Q sptuo-
the dead V. add3tionel �r,nkrers and
ea SpeclNc a p t1an Attic Sp
Piping- Il marry
att�can
altic
spaoeR �toStan-
ne entirelyoW w�
Avhencarr
just one line of p looumd below
Bard Sgay Spritklers, coal savings are
the peak d the roof using MacW Ba
adt?eved by olkldnating brwcNine ma-
(Back tc fiaclQ Ktmro is a
'arlal8 and the s••^'•atad Irtatallation
need for Modal (Sin9fe Dirwknw)
labor. -The Specific Appllcaton Sprin-
or Model HIP Sprirdders, one line or ei-
Idem For Protecting Attics' have un-
therofthese sprinkler typeaisvet wdt
dengone the roost mrtenaiva fire seating
M each area tlab)g emor*d. Rif WAM-
It w perfam>ed for sloped attic specea.
ple and assuming the uw of StarmAm
Tha�r are UL L'stad vrtth their specNlc
Spray SprinkleM a system in 60 Wit
appllcat}al1 glAdellr es for use ass
(19,3 m) wide attic, wrkh up to a 1218
dW aprrhklers as deftned Hi the NFPA
roof pitch, dmIgned to the 2D07 adl-
tlon of'.N FPA 73,would reuin3 WAn
The Specific Application AND Sprirr-
Idea prove an wnended cwerage
id
braralfnesl0 CIrL+rOthe mean portion of
the avic and severed edtLBanai branch-
..._
:' •'-
'`
spacing Wtarr.ative to the reatdowl
Ilnee to cover to hip areas. with the
. .�] ` r
spacing of Standard Spray Sprinklers.
s,>�(ac AppscaOw Attic Sprinklera,
TY a realricted padrigs W Standard
the required cavertge can be obtained
Spray Spdrddera usod within Woe Is
weh Just one branchllne running below
described in the 2007 edition ON FRA
the peak and one dawn each slopa of
13. Table 8-&22t{aj and Section
lfte h p ream. This wouid resin in ap-
�•��•
B.&d.1A.
prOxlrnatC3y 9096 Iess pipe needed For
Installation. Thia rodue'don In the mm-
bar trf brancilAv" aroma the cost of
the a' , rdtir ga, hangare, Srtd assc-
elated labor try aikninating up to five
OrarlchlitleS.
Anode lmportant eB..��ppeecCtt d the Spe-
dlIcApplica110nAl1faSprinkWtserml-
f1NFOR7AHT
rweys
A AN* lo T4dvnh.W AaM
oo�0yy is t�hle reduction in sye4em v0ltaae.
TNIs vatume r9d.s.16crt may resun In rL-
Sheer TFP7r70 for" YNSTALL1513
duchi; the shoe of a dry pipe valve (and
WARNM" fretprovk1ea caudcvte
air compresses) and possibly eaew for
iWth respectfa ftandRrtg &Id N1sa8F
l0On MaprfrtldBray9ltarna and corrF
qu dear water dspp..�st��,, times, edrmina<irlg
NC11 ed nor r.n soceleretkar.
penerrrs. Improper llarldling and hi-
8teaa[krn can permane4ay damage
a sprinldpr .17- or its Campo-
rmofs and cause ft opd kfer to Imf
to oparata+n is fire s hreaan or "U"
Non ooaraate premerurety.
r�mgc w+� cm,aa+am-
1 -flame -0 • SW1 1 • Frame 5. CAr.Qn..
2 - U ftfl s - Gomw� 2 - Seem 9oew
3- Saea^9 scree Ae he o e • Cee
Oech.
Atatwm6y a • Qehecta e _ R.0- 7 spft
2-W r
15,,9+aad it -ate" re'
1-ill e' 1.114, �[49,9rrrrd�
°X87'
WKLEa
� F1Lirr _4 e a 41 c�a11
T-1,m• `I
2 p4.o.•r.nt a�A`'x rs
- 1r4' NPT _..
N1V (11.1 one ' 1R' r�r 7lta-t,,,, mml
NOMINAL YPAE. F.,W NOMINAL MP.CEIN
MAKE -IN FLATS ARMS
CRDsa ECT
$[pr{pN EIEYMTIaY 9ECr101, ELEVAi10Pa
FIGURE F
FiOUaRE E MODEL AP WITH 4.2 0r 5.6 K-FACTOR SPEORC
MODE. HIP ri7TH lib K-FACTOR AAPUCATWN COMBUSRULE GONCEUEV
SPECIRC APPLiCAMW ATTIC SPRINKLERS SPACE SPFrrNXLFR9
AP deed h r up A" Technical Operation
Installed in t19 upright wlentatiarl with iP
thek daf wbor pardid to the roof, the Data ae HIP
Model AP SpAnklafs lFiggur9 F) are in- � = 4�2I
tended to be used m prcwlde pr atecean ppprq stf The glees bulb ovdain0 %fluid filet ax-
of aYtic areas mrtaxia the acogre of ap- IJL R C-DL Listed. (The apprrnals only panda whin wed M htaat When the
pheatlan for the 138, SO, or HIP fin- apply to the serAce conditions Indi- rated tempteratura is leached, the Chid
klem When used, the AP SpA Asa p file Design Criteria section on expands uMWenty to dtatterthe glass
will provides hydraulic advantage aver Page 6 and the peaign Guidelines sec- bulb. allowing Sh0 aprirYctar 217 ectivale
Stoddard Spray Sprinklers forlhe pro- yore on page a.) and water to fkm
tavrdn of arile areas oumWs the crape
of application for the BB. SD, or HIP Pipe Thread Cotmecllm a9 aLm9.61 ssa (i--,)
Sprinkler. 112 Inch NPT for K-4,2 6 5A SA inch The kidble lint assembly Is cdmprlaed
NAr for K=8.0 I of two link halves wlddt are Joined by
Gl>lkt.arga 1�pepjlLlanl a tRt lays oT solder. When Um rated
temperahfre rS reached, the wWar
K m 4.2 GPMJo3l'rs (60.5 LPMlharlI') ��, sndthe two fi11,1 halves $ems%
K - 5.6 GPM=i'r (a0,6 LPMlhnr'; aaewing the sprinkler to sudwte and
K= a.0 GP Mlpdi12015.5 LF'lWbarNj water to flow
Tempersturo RaCng
Intermediate fu Tperatura as fmlcws:
-290°FJ93°C far BB {K4.2 � KB.Qy,
Hip, AP
-242°Ff100'C for RE (K5.6}, 50
MODEL
K
alk
ALL.OWIa9l.E
RmP '
Feet N
I
MINIMUM
CLM.
OPM gpm)
MINIMUM
INFAMURK
saet*sg.
Rio. overw FLm rV4 ,
DW PIPE
$TSTIM
MAPYM xawN
VIATM
dTIME
$"Or da
Aar
a.0
TY41W
sec (1a,3)
98 (144)
221.8(1.6)
d.•12 A M to 1*n }ran r.,2 08)
N
992
8.0
TY4181
90 na,df
30 n441
22.6 0.6)
T:12 0ffl t010aa than 1 R72 (aa)
{d)
1363
a.8
TY41EM
:= (1e.a)
40 (152)
25.0 (1.?)
10:12 MN to 12!12 000)
iy
Rat
r a
TY3180
r40 (12,2) to s00 (1a,*
118 (144)
46-0 (3A
*12 PM 1. lase then 7:12 M
N
892
5.a
TY1191
�40 (12,2j to 80 08,3)
39 p 44)
46.0 (3,21
712 {50) to Ions then 10:12 (a3}
(a)
1383
5.6
7Y31a2
a40 02.4 to 90 08.S)
M (T4,�
4&0 (3,4
10:12 OM to 12:12 0"
,c)
BE"
3.a
rf3laO
540(12M
In(90)
20.0 tt,4)
4A2 P3) to lase then 7:1209)
(c)
Sat
5.5
TM8;1
s40 02A
25 W
MO n,41
7:12 (5%to tau than 10:12 tea)
[cl
1383
3.15
TY3182
Soo (12M
25 (96)
20.0 0.4)
10:12 tear to 12:12 (100y
{c]
BB7
4.2
T)2180
I 520 AII)
13 (414
g.8 (0.7)
212 W to lava than 7:12 (5✓W
454
882
4.2
TY2181
520 M.1)
13 (4%
a.6 AT)
7:12 {5e)10lesstm 10:12fa3)
45 to
BB8
4.2
7Y21e2
52c (0,1)
13 (40)
9.6 (0,T)
1 tl_12 (W) to 12-12 (100
46 id}
SDI
8.0
TY919S
use MI) to 54002,2)
35
39.0 (2,7y
4:12 tr43) to teas than 7-,1! $Sm
(di
S02
Six
TYM84
3O (0,1) to 940 02,2)
89 (1:0
29,0 P.n
7:12 qM to lase R.en 10.12 {&'Q
A
8D3
six
TY3166
]30 All to 54002,2)
aa(134
39.0(2,7)
10-12("te 12:12(IGO
14
SD1
5-6
TY31W
a10 (3A7 to 930(0.1)
25 (W
20A 11,4)
4:12 f= to lose #Wn712(5%
{q
SD2
s.a
TY31a4
a10 (a,0) to,=(9,1)
26 t86)
2dA 0.4)
7.12 (ha) to lase than 1012loci
(oj
5133
s.e
TY3185
A0 M,0) to %W(0.1)
25(8s)
20A 0,4)
1&12 RM to 12:12 (1M
64
S01
six
TY31aa
sso p,o}
1s(72)
11.5 (0.8)
412 (30) tp lon lot.712
9
S02
5.6
TY3164
x10 {3.0y
1%(M
17,6 m,ay
7.12 Rao to less then 10,12 i83)
fill
SD3
SO
TY3186
s10 C�A1
79
tt.5 [u,ai
10 12 (88) to 12.12 (100)
ic]
HF
rsa
TY3167
:.,20 ie.1)ta 528 [B,5)
34 (129)
3" C2.5)
4,12 (oaf to 12; t2 0OIX
Ob
HIP
m
I 7Y81 Br
I 2i20 (4,7)
25 W
.. p,4)
4:12 (M to 12A2 il00)
sal
AP
5_B
TY3190
]0 {a,1) a 1Y (3,aJ
�a note
Mmurn 7 pd (DAS Mini-
Wr)
mrn a10 gPW sq. fi.
(4,l mndn:rc}fleei n gently
8,12 CM W 12:12 000)
s0 id)
AP
4.2
TY2190
3112 aQ to IP_12 (,00)
60 (d)
NOTES
(a) The Ba and $ay root span fa maeaured hpizuraalry O�t done the slopo as stvwn m Rgum 7 and 2,
h ea nhown m F 12.
fib) Sae HIP roof anon a measur%d araArtt6dY 7Wy
(c) Werto 2007 edition of NFPA 13. Gentian 72.3.
(d) NWdrrarm water "K"y time for all skin of syu*nw.
(a) The AP nor span is measured along the slope. Maxhnurn 10 rakAl m) pwPendicLkW to slope by maximum 12 feat p,e n1)
parallel Six elope
IUIICROFAST UPRIGHT
NOT TO SCALE
HYDRAULIC SYSTEM
This Building is Protected by a
Hydraulically Designed
Automatic Sprinkler System,
Date Installed 3/12/14
Location CALL AREA 1
Number of Sprinklers 2
Basis of Design
1. DENSITY .05 gpmisq.ft,
2. DESIGNED AREA OF DISCHARGE
512 sq.ft.
System Demand
1. WATER FLOW RATE - 26.6 gpm
2. RESIDUAL PRESSURE AT THE
BASE OF THE RISER 34.9 psi
Installed By Fire Sprinkler Systems, inc.
1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE
INSTALLED IN ACCORDANCE WITH NFPA 13D, 2013 EDITION AND THE
REQUIREMENTS OF RIVERSIDE COUNTY FIRE DEPARTMENT.
2. THiS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH
THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING
GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE
NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE
REQUESTED INSPECTION,
3. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS,
4, NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL
MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE.
5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER
U.L. LISTED.
6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING
IT'S FUNCTION.
7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM
PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY
AFCON MFG. ARE U.L. LISTED AND ARE INSTALLED ACCORDING TO THE
HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL).
8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH
THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN
NFPA 13D, 2013 EDITION.
9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED
FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE
HOUSE IS ADDRESSED ON.
10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS.
11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND
MANUFACTURED BY VIKING. INSTALLED AT 16 FT. MAXIMUM SPACING
(SEE TECH. DATA).
12. UPRIGHT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L.
LISTED AND MANUFACTURED BY TYCO INSTALLED AT 120 SQ.FT. SPACING
(SEE TECH. DATA).
13. PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L.
LISTED AND MANUFACTURED BY VIKING INSTALLED AT 16 FT. MAX. SPACING
(SEE TECH. DATA).
14. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT
FIXTURES, CEILING FANS, ETC. OR IN ACCORDANCE WITH TABLE 8.2.5.4.2 AND
SECTION 8.2.5.2. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS
ARE IN COMPLIANCE WITH 825A4
15. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN
ACCORDANCE WITH 8.3.3.
16. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN
ACCORDANCE WITH
GENERAL NOTES
APPROVAL
RNERSID.E COUIriTY Fi E'6DAFtTM+1EiT
BY: _--- �-"
usA P40TTINGHAWr 55
-1 E f '0 3
DATE::--'- ;P
THE FIRE DEFT APPROVAL FOR PLANS
VAUD FOR ONE YFAR-SU82ECT To
Co pApUANCE WITH APPLICABLE CODES
APPROVAL STAMP
CPVC TO SYSTEM
SPARE SPRINKLERS SHALL
NOT BE REQU I RED TO i
z
Q
J
U
HIGHWAY 111
w�r
AVENUE 49
AVENUE 51
0
W
Z
AVENUE 48
AVENUE 50
AVENUE 52
AVENUE 53
AVENUE 54
W
aIX
G AVENUE 55
AIRPORT I BLV7
VICINITY MAP
N.T.S.
PIML ICO COLLECTION
TRACT 32879 PLAN 3.4882
LOT 213181340 STORM CAT COURT
LA CCU I NTA, CA
LEGAL DESCRIPTION
OCCUPANCY: R31 U
CONSTRUCTION: V-B
STORIES: 1
BUILDING AREA: 5,598 SQ.FT.
FIRE SPRINKLER SYSTEM:
DESIGNED AND INSTALLED PER 2913 NFPA 13D ALL
RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS.
BUILDING SUMMARY
• CONCEALED RES. PENDENT SPRINKLER
O UPRIGHT QUICK RESPONSE SPRINKLER
0 CONCEALED RES. PENDENT SPRINKLER
O CHANGE IN ELEVATION
RISER LOCATION (PER DETAIL)
XX NODE POINT FOR CALCULATION
HANGER TIC DETAIL
Q 10' ELEV.
rRvvwEv PER 5.1.1.1 i � 8' ELEV. 5
I
GAUGE (OPQ
-1 X__4
1/2" MAIN DRAIN VALVE
DRAIN TO EXTERIOR
1
RUBBER FACED CH CK VALVE
L
ALL WORK FOR FIRE SPRINKLER
SYSTEMS, INC. TO BEGIN AT B.O.R.
SYMBOL LEGEND
-I-- 1"CPVC RISER
14-112" X 30n
ACCESS DOOR
STATIC 80 -10% = 72 PSI
RESIDUAL 20 - 10% = 18 PSI
FLOW 1500 GPM
WA TER FL O w INFORMA TION
0
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W
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4
iiL
CUSTOM, TRACT,
MULTI -FAMILY
AND COMMERCIAL
DESIGN, ENGINEERING AND
INSTALLATION
LICENSE NO.684600
SUITE 200
CORONA, CA 92879
Phi - 800-915-3473
FAX - 951-272-2535
The recipient of these plans hereby
acknowledges that all plans, details,
specifications or methods of installation
oontained in this set of plans is the we
properly of Fire Sprinkler Systems, Inc.
and that any use of this of of plans is
Prohibited and is a violation of copyright
avls w&hout first receiving permission
from Fire Spnnkier Systems.
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-CEiRTED
MAR 12 2014 1
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JOB NO: 31198
DATE: 3112/14
DRAWN BY: F 1.
i aN
1p
CLASSIFICATION �C,
01
* LICENSE NO,
684600
OF CAI.1
SIZE - 30" X 42"
SCALE
114" =1'
IF SHEET JS LESS THAN
24" X 36" IT IS A REDUCED
PRINT SCALE
REDUCE ACCORDINGLY
UNDERGROUND DETAIL
NOT TO SCALE
HYDRA UL IC NAMEPLA TE
NOT TO SCALE
RISER DETAIL
NOT TO SCALE
SHEET !D
PLAN 3.4882
GENERALNOTES
SHEET FP1 OF FP3
VERANDA
�:'s
r
FIRE SPRINKLER PLAN
SCALE. 1 !4n = 1'-0"
SIZE - 314" Ihru 2" pipe
MATERIAL - Carbon Steel
FINISH -Mil Galvanized
LISTINGS -
UL Listed: EX 4231, Fit 2551
PATENT - No. 6,648.278.
FUNCTION - To support horizontal piping - CPVC, Copperor Steel
A listed hanger in all 3 mounting positlon, i.e. side of vertical surface and
both topside and underside of horizontal surface.
A listed ratralner providing vertical and latarrestraint in all the above
mounting positlons.
To prevent upward movement of pipe that supplies a pendent sprinkler
below the calling.
To Sabilize vertical plpi-eg by providing horizontal restraint.
INSTALLATION -Per NFPA 13D. Space} by pipe type.
Install on wood, concrete or steel.
Snap over pipe, then squeeze strap back allowing pipe to slide fmaly-
When # 905 threads a,e exposed in wood, insall #906 backing nut.
FASTENERS-
'W0OU" UL Listed per NFPA 13
CPVC plpe - N905 screw - no pre-drtU
Copper pipe - 1905 screw - no pre4nli
steel pipe - 1,'w"xi 112" lag screw - no pre -drill
Thru 518" gypsum board - 1Wx2" lag screw
•STEEL' UL Listed per NFPA 13 - mm 18 GA
CPVC plpe - 114' or #14 Tak Screw
Copper pipe -1I4" or #14 Tek Screw
Steel pipe - 114" or #14 Tek Screw
'CONCRI `CE' Required minimum load each fastener
The higher of i701bs or 5Crat1+250f[xs
2
FEATURES-
1 112" Offsel - pipe wall to mounting surface
3/4" and 1" plpo size made with common center -line
Leg design produces superior strength
'Offset edge aliminates abraslon
' AFCON #905 screw listed for wood has 5-16" hex head - included
QRDERING • Part # and pipe size
f
Rostra
Restraint
'/s
1 11/a
1'A
Norniv
2 21A
Pipe size (in.)
3 3°!x
4 5
6
8
Steel pipe except threaded
N/A
12-0 12-0
15-0
18-0
15-0
15-0 15-0
15-0 18-0
15-0
15-0
lightwail
Threaded lightwall steel
NIA •
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
84
&0 10-0
10-0
12-0
12-0
12-0 15-0
1" 15-0
15-0
150
CPVC
5-0
15-0 6-6
7-0
8-0
9-0
1" N/A
N/A N/A
N/A
N/A
Polybutylene (IFS)
N/A
3-9 4-7
5-0
5-1I
N/A
N/A N/A
N/A N/A
N/A
N/A
Polyhutyiene (CT'S)
2-11
3-4 3.11
45
5.5
N/A
N/A NIA
N/A N/A
N/A
NIA
Ductile iron pipe
NIA
N/A N/A
NIA
NIA
N/A
15-0 NIA
I" NIA
15-0
16.0
514 STEEL
- COPPER -
C.P. V C.
HANGER
NOT TO SCALE
�B B�
A
-6- -®- 0 I
I — 1
SIZE & PIPE TYPE -
3/4" THRU 3" C.P.V.C. PIPE
LISTINGS -
UL LISTED, EX 4231,E : 2551
INSTALLATION - PER NFPA 13D
INSTALL. ON TOP, BOTTOM OR SIDE OF BUILDING ELEN
SPACE BY PIPE TYPE
C A 11TC At L-rS0
Its VYl-JV V.
3/4"- 3" CPVC PIPE - #905 SCREW - NO PRE -DRILL
in STEEL:
3/4" - 3" CPVC PIPE -
�s
1A" OR #14 TEK SCREW
Nominal Pipe Size On-)
L IV6 1;/2 2 2% 3 31h
4 5
6
8
Steel pipe except cbreadecl
N/A
12-0
12-0
1"
1" 1"
I54 1-5-0
15-0 15-0
15-0
15-0
ligtltwalt
Threaded iightwall steel
N/A
12-0
12-0
12-0
12-0 12-0
12-0 N/A
NIA NIA
N/A
N/A
pipe
Copper tube
t3 0
8-0
104
10-0
12-0 12-0
12-O I"
15-0 15-0
15-0
15-0
CPVC
5-6
6-0
6.6
7-0
8A 9-0
10-0 NIA
N/A N/A
N/A
N/A
Polyburylene (IPS)
N/A
&9
4-11
5-0
5-11 NIA
N/A N/A
N/A NjA
N/A
N/A
Polybutylene IC"I'S)
2-11
34
3.11
45
5.5 N/A
NIA NIA
N/A NIA
N/A
N/A
Ducdle iron pipe
NIA
NIA N/A
N/A
N/A N/A
1540 NIA
1540 N/A
15.0
15.0
51 D S TEEL
-
COPPER - C. P.1. C.
HANGER
NOT TO SCALE
TOTAL LIVING AREA - 4,882 SQ. FT.
2 - CAR GARAGE AREA - 493 SQ. FT.
1 - CAR GARAGE AREA- 223 SQ. FT.
DESIGN AND INSTALLATION SHALL
CONFORM TO NFPA 13D, 2013 ED.
NOTES:
1. ALL HEAL] SPACING TO BE 16'x16% UNLESS OTHERWISE
NOTED.
2. ALL PIPES TO BE'fd" 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. UPRIGHT PROTECTION TO BE PROVIDED AT ANY FAU
WITHIN THE ATTIC. RISER PIPE AND FITTINGS TO BE 3/4"
CPVC WHICH WILL BE INSULATED ALL AROUND.
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 (2013 NFPA 13D 7.7).
7. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF
55sgft. AND LESS. (SECTION 8.3.2.)
8. SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES
CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL
OF THE FOLLOWING REQUIREMENTS.
t1) THE AREA OF THE SPACE DOES NOT EXCEED 24sgft.
(2) THE LEAST DIMENSION DOES NO EXCEED aft.
(3) THE WALLS AND CEILINGS ARE SURFACED W1TH
NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE
MATERIALS AS DEFINED IN NFPA 220.
9. 8.2.5.3.2 THE DISTANCE SHALL BE MEASURED FROM THE
CENTER OF THE SPRINKLER TO THE CENTER OF THE
OBSTRUCTION.
O
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vvwram .
CUSTOM,TRACT,
MULTI -FAMILY
AND GOMMERCIAL
DESIGN, ENGINEERING AND
INSTALLATION
LICENSE NO.684600
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 We property of Fire
Sprinkler Systems, Inc. and
that any use of this set of plans
is prchibitad and is a violatiari
of copyright laws without first
receiving permission From Fire
Sprinkler Systems.
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JOB NO: 31198
DATE: 3/12/14
DRAWN BY: F.L.
�4W ION Cp
CLASSIFICAT10NI ,
ti C'
* LICENSE NO.
684600
CAI-1F
SIZE • 30" X 42"
SCALE
1r4°=1
IF SHEET IS LESS THAN
24' X 36"IT IS A REDUCED
PRINT SCALE
REDUCE ACCORDINGLY
SHEET ID
PLAN 3.4882
FIRE SPRINKLER PLAN
SHEET FP2 OF FP3
DATE: 3/12/2014 S:\2014\31198\ PLAN 4882.rdf } Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
PIMLICO COLLECTION "PLAN 4882"
LA QUINTA, CA
TRACT 32879
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 3/12/2014
File No: 31198
Data File Name: PLAN 4882.rdf
SPRINKLER SPACING
256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs:
16.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall:
8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Viking Descr: VK457 Conc.Pend.(16xl6) 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 (Incl. 1 Tee
& 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 72.0 psi Resid: 18.0 psi Flow:1500.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 4
SPRINKLER DEMAND
No.Spklrs, Min Spklr. Press. Node Total Avail.
Req'd
Flowing Flow (psi) No. Flow Press.
Press.
1 13.0 7.6 17 18.0 72.0
29.8
2 13.0 7.6 17 31.6 72.0
55.4
REVIEWING AUTHORITY
RIVERSIDE COUNTY FIRE DEPARTMENT
DATE: 3/12/2014 S:\2014\31198\R PLAN 4882.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 1 30.00 B ---- -1.5 SRCE ---- 18.0 3.30 29.8 ---- 31.6 9.33 55.4
150 2 0.995 6.0 ---- -1.5 ---- ---- 0.09 0.00 26.5 ---- 0.26 0.00 46.1
2 2 70.00
150 3 1.360
3 3 4.00
150 4 1.265
3L -4.0 -1.5 -- 18.0 1.82 26.5 ---- 31.6 5.16 46.1
21.0 ---- -1.5 ---- ---- 0.02 0.00 20.7 ---- 0.06 0.00 36.9
LG ---- -1.5 ---- ---- 18.0 0.20 20.7 ---- 31.6 0.56 36.9
3.0 ---- 2.0 -5 5 0.03 1.52 19.0 5 0.08 1.52 34.9
4
4
6.00
3RS
---- 2.0 -5 5
13.0
0.52
19.0 5
26.6
1.96
34.9
150
5
1.101
11.0
---- 8.0 ---- ----
0.03
2.60
15.9 ----
0.12
2.60
30.3
5
5
2.00
C
---- 8.0 ---- ----
13.0
0.09
15.9 ----
26.6
0.35
30.3
150
10
1.101
1.0
---- 10.0 ---- ----
0.03
0.87
14.9 ----
0.12
0.87
29.1
6
10
22.00
LBR
---- 10.0 ---- ----
13.0
2.83
14.9 ----
26.6
10.66
29.1
150
11
0.874
8.0
---- 10.0 ---- ----
0.09
0.00
12.1 ----
0.36
0.00
18.4
7
11
86.50
3B5R
---- 10.0 ---- ----
4.1
1.11
12.1 ----
8.5
4.33
18.4
150
12
0.874
14.0
---- 10.0 ---- ----
0.01
0.00
11.0 ----
0.04
0.00
14.1
8
12
33.50
B5R
---- 10.0 ---- ----
4.1
0.46
11.0 ----
8.5
1.79
14.1
150
13
0.874
8.0
---- 10.0 ---- ----
0.01
0.00
10.5 ----
0.04
0.00
12.3
9
13
15.00
3R
---- 10.0 ---- ----
7.9
0.67
10.5 ----
16.6
2.67
12.3
150
14
0.874
3.0
---- 10.0 ---- ----
0.04
0.00
9.8 ----
0.15
0.00
9.6
10
14
9.50
B
---- 10.0 ---- ----
0.0
0.00
9.8 ----
13.6
1.29
9.6
150
15
0.874
3.0
---- 10.0 4.71 ----
0.00
0.00
9.8 13.6
0.10
0.00
8.4
11
14
5.50
R
--- 10.0 ---- ----
7.9
0.24
9.8 - --
3.0
0.04
9.6
150
16
0.874
1.0
- -- 10.0 ---- ----
0.04
0.00
9.6 ----
0.01
0.00
9.6
12
16
16.00
LR
---- 10.0 --- -
13.0
1.98
9.6 ----
13.0
1.98
9.6
150
17
0.874
5.0
---- 10.0 4.71 13.0
0.09
0.00
7.6 13.0
0.09
0.00
7.6
13
16
54.50
B5R
---- 10.0 ---- ----
-5.1
1.05
9.6 ----
-10.0
3.64
9.6
150
18
0.874
8.0
---- 10.0 ---
-0.02
0.00
10.7 ----
-0.06
0.00
13.2
14
18
9.50
B
---- 10.0 ---- ----
0.0
0.00
10.7 ----
0.0
0.00
13.2
150
19
0.874
3.0
---- 10.0 ---- ----
0.00
0.00
10.7 ----
0.00
0.00
13.2
15
18
29.50
B4R
---- 10.0 - -
-5.1
0.62
10.7 ----
-10.0
2.13
13.2
150
20
0.874
7.0
---- 10.0 ---- ----
-0.02
0.00
11.3 ----
-0.06
0.00
15.4
16
20
64.00
2B8R
---- 10.0 ---- ----
3.8
0.75
11.3 ----
8.1
3.06
15.4
150
13
0.874
14.0
---- 10.0 ---- ----
0.01
0.00
10.5
0.04
0.00
12.3
DATE: 3/12/2014 S:\2014\31198\ PLAN 4882.rdf
Page 3
17 20 13�50 BR ---- 10.0 ---- ---- -8.9 0.82 11.3 ---- -18.1 3.05 15.4
150 11 0.874 4.0 ---- 10.0 ----- ---- -0.05 0.00 12.1 - -- -0.17 0.00 18.4
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,
The maximum velocity of water flow occurs in pipe 1
at 7.43 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 6
at 14.23 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
DATE:
3/12/2014 S:\2014\31198\PLAN 4882,rdf
Page 4
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 Tee3ch TeeRun
Couplg SwgChk GatVly X
Y Z
1.360
2.00 7.00 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 3.2 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 0.16 gpm with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 3/12/2014 S:\2014\31198\
PLAN 4882.rdf
I Page 5
75.0
67.5
P
60.0
R
E
52.5
S
S
45.0
U
I
R
37.5
E
30.0
P
22.5
S
I
0
15.
i I
7.5
A
O
B
WATER SUPPLY CURVE
m
0.0
04 8 12 16 20 24 28 32 36 40
FLOW (GPM)
Static = 72.0 psi, Residual = 18.0 psi @ 1500 gpm
(1 sprinkler flowing) (2 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
72.0 psi @ 18.0 gpm 72.0 psi @ 31.6 gpm
B = Required Water Supply D = Required Water Supply
29.8 psi Q 18.0 gpm 55.4 psi @ 31.6 gpm
DATE: 3/12/2014 S:\2014\31198\ ^� PLAN 4882.rdf Page 6
DATE: 3/12/2014 S:\2014\31198\ PLAN 4882.rdf Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
PIMLICO COLLECTION "PLAN 4882"
LA QUINTA, CA
TRACT 32879
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 3/12/2014
File No: 31198
Data File Name: PLAN 4882.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: VK457 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: 72.0 psi Resid: 18.0 psi Flow:1500.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 4
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press.
Flowing Flow (psi)
1 20.0 18.0
1 20.0 18.0
REVIEWING AUTHORITY
RIVERSIDE COUNTY FIRE DEPARTMENT
Node Total Avail. Req'd
No. Flow Press. Press.
19 25.0 72.0 52.4
19 25.0 72.0 52.4
DATE: 3/12/2014 S:\2014\31198\ %PLAN 4882.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 1 30.00 B ---- -1.5 SRCE ---- 25.0 6.05 52.4 ---- 25.0 6.06 52.4
150 2 0.995 6.0 ---- -1.5 ---- ---- 0.17 0.00 46.3 ---- 0.17 0.00 46.3
2 2 70.00
150 3 1.360
3 3 4.00
150 4 1.265
4 4 6.00
150 5 1.101
5 5 2.00
150 10 1.101
6 10 22.00
I 150 11 0.874
7 11 86.50
150 12 0.874
8 12 33.50
150 13 0.874
9 13 15.00
150 14 0.874
10 14 9.50
150 15 0.874
11 14 5.50
150 16 0.874
12 16 16.00
150 17 0.874
13 16 54.50
150 18 0.874
14 18 9.50
150 19 0.874
15 18 29.50
150 20 0.874
16 20 64.00
150 13 0.874
3L -4.0
-1.5 ---- ----
25.0
3.34
46.3 ----
25.0
3.34
46.3
21.0 ----
-1.5 ---- ----
0.04
0.00
39.0 ----
0.04
0.00
39.0
LG -_--
-1.5 ---- - -
25.0
0.37
39.0 ----
25.0
0.37
39.0
3.0 ----
;.0 -5 5
0.05
1.52
37.1 5
0.05
1.52
37.1
3RS ----
2.0 -5 5
20.0
1.16
37.1 5
20.0
1.16
37.1
11.0 ----
8.0 ---- ----
0.07
2.60
33.3 ----
0.07
2.60
33.3
C ----
8.0 -- ----
20.0
0.20
33.3 ----
20.0
0.20
33.3
1.0 ----
10.0 ---- ----
0.07
0.87
32.3 ----
0.07
0.87
32.3
LBR ----
10.0
20.0
6.28
32.3 ----
20.0
6.28
32.3
8.0 ----
10.0 ---- ----
0.21
0.00
26.0 ----
0.21
0.00
26.0
3135R ----
10.0 ---- ----
5.1
1.71
26.0 ----
5.1
1.71
26.0
14.0 ----
10.0 ---- ----
0.02
0.00
24.3 ----
0.02
0.00
24.3
B5R ----
10.0 ---- ----
5.1
0.71
24.3 ----
5.1
0.71
24.3
8.0 ----
10.0 ---- ----
0.02
0.00
23.6 ----
0.02
0.00
23.6
3R ----
10.0 ---- ----
7.4
0.61
23.6 ----
7.4
0.61
23.6
3.0 ----
10.0 ---- ----
0.03
0.00
23.0 ----
0.03
0.00
23.0
B ----
10.0 ---- ----
0.0
0.00
23.0 ----
0.0
0.00
23.0
3.0
10.0 ---- ----
0.00
0.00
23.0
0.00
0.00
23.0
R ----
10.0 ---- ----
7.4
0.22
23.0 ----
7.4
0.22
23.0
1.0 ----
10.0 ---- ----
0.03
0.00
22.8 ----
0.03
0.00
22.8
LR ----
10.0 ---- ----
0.0
0.00
22.8 ----
0.0
0.00
22.8
5.0 ----
10.0 ---- ----
0.00
0.00
22.8 ----
0.00
0.00
22.8
35R ----
10.0 ---- ----
7.4
2.10
22.8 ----
7.4
2.10
22.8
8.0 ----
10.0 ---- ----
0.03
0.00
20.6 ----
0.03
0.00
20.7
B ----
10.0 ---- ----
20.0
2.62
20.6 ----
20.0
2.62
20.7
3.0 ----
10.0 4.71 20.0
0.21
0.00
18.0 20.0
0.21
0.00
18.0
B4R ----
10.0 ---- ----
-12.6
3.23
20.6 ----
-12.6
3.23
20.7
7.0 ----
10.0 ---- ----
-0.09
0.00
23.9---
-0.09
0.00
23.9
2B8R ----
10.0 ---- ----
2.3
0.30
23.9 ----
2.3
0.30
23.9
14.0 ----
10.0 ---
0.00
0.00
23.6 ----
0.00
0.00
23.6
DATE: 3/12/2014 S:\2014\31198\ PLAN 4882.rdf
Page 3
17 20 13:50 BR ---- 10.0 ---- ---- -14.9 2.11 23.9 ---- -14.9 2.11 23.9
150 11 0.874 4.0 ---- 10.0 ---- ---- -0.12 0.00 26.0 ---- -0.12 0.00 26.0
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
Fitting Code Letters:
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
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, `.
The maximum velocity of water flow occurs in pipe 6
at 10.70 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 6
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
DATE:
3/12/2014
S:\2014\31198\�PLAN
4882.rdf
Page 4
PAGE:
P MP.TERIAL:
PVC HWC: 150
_
Diameter
Equivalent Fitting
Lengths in Feet
(in)
E
L 3 R
C S G X
Y Z
45 Ell
90 Ell Tee3ch TeeRun
Couplg SwgChk GatVly X
Y Z
1.360
2.00
7.00 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 3.2 computer program (License No. 50081444 )
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 0.03 gpm with 1 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 3/12/2014 S:\2014\31198 PLAN 4882.rdf .-. } Page 5
WATER SUPPLY CURVE
75.0
C
67.5
P
60.0
R
E
52.5 �D
S
S
45.0
U
R
37.5
E
30.0
( I
P
22.5
S
I
15.0
7.5
0.0
04 8 12 16 20 24 28 32 36
FLOW (GPM)
Static = 72.0 psi, Residual = 18.0 psi @ 1500 gpm
(1 sprinkler flowing) (1 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
72.0 psi @ 25.0 gpm 72.0 psi @ 25.0 gpm
B = Required Water Supply D = Required Water Supply
52.4 psi @ 25.0 gpm 52.4 psi @ 25.0 gpm
40
DATE: 3/12/2014 S:\2014\31198`, PLAN 4882.rdf Page 6
,ate Residential Connection Char a Estimate
Date: April 21, 2014
Customer Name: Lennar Homes, Inc. Phone No. (951) 817-3526
Parcel No. 767-790-052 Geo. 06-07-15-2
Address: 2,1340 Storm Cat Crt, La Quinta LID: 669360 Block No.
Lot No. 213 Size of Lot: 20,909 sq. ft. Tract No. 32879
Type of Service: R-1: Duplex: ❑ Triplex: ❑ Apts: ❑
SWSC: $ - Acres: SWSC: $12,218.00 /acre
WSBFC: $ 3,707.00
SCC: $ 4,851.00 Treatment: $2,395/edu Collection: $1,836/edu
Meter: $ 400.00 Meter size: 1 Inch
Meter surcharge: $ 2,479.00 Service size: 1 inch
Service: $ -
Meter & Service: $ -
Backflow:: $ -
Other: $ - (see explanation below)
Sewer Lateral: $ -
Total: $ 11,437.00
Other:
Abandon / Relocate
Information Supplied By Customer
CVWD System Data
Domestic Water Demand*
Service Connection's
Max. Flow=
15-20 Bpm
Max. Flow*=
31.5 9PM
Min. Pressure=
6.0 psi
Inlet Pressure=
77 psi
Fire Sprinkler Demand*
Outlet Pressure=
51 PSI
Max. Flow=
31.5 gpm
Min. Pressure=
49 psi
Meter Size =
1 inch
System Tvpe:
Service Size=
1 inch
Muni �
Stand Alone �
s* For Calcul_a_i ivn_Purposes- Service Connection Includes:
• CVWD USES WORST CASE CONDITION Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve
Notes: Tract No. 32879, Griffin Ranch, Phase 1B-213 conists of 9.44 acres. The SIWSC will be charged on the first meter
requested in this phase; which is Lid 669372, PZ 14-5311. Per Construction Dwg, No. 35207 there is an existing
1" service and per Dwg. No. 35215 there is a sewer lateral. E-mail Invoice to: larry.liebel@lennar.com &
ulrich ----- PZ 14-5414
Technician: Sandra Villalobos Approved by: Date: ���
cvwd-950
*********This is iiact a ni 10TF all faoc nro ciih r to r honor*****#***
PROUDLY SERVING THE
UNINCORPORATED AREAS
OF RIVERSIDE COUNTY
AND THE CITIES OF:
BANNING
BEAUMONT
CALIMESA
CANYON LAKE
COACHELLA
DESERT HOT SPRINGS
EASTVALE
INDIAN WELLS
INDIO
JURUPA VALLEY
LAKE ELSINORE
LA QUINTA
MENIFEE
MORENO VALLEY
NORCO
PALM DESERT
PERRIS
RANCHO MIRAGE,
RuBIDOUx CSD
SAN JACINTO
TEMECULA
WILDOMAR
BOARD OF
SUPERVISORS:
KEVIN JEFFRIES
DISTRICT 1
JOHN TAVAGLIONE
DISTRICT 2
JEFF STONE
DISTRICT 3
JOHN BENOIT
DISTRICT 4
MARION ASHLEY
DISTRICT 5
RIVERSIDE COUNTY FIRE EPARTMENT
IN COOPERATION WITH
THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION
77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886
• Fax (760) 863-7072
www.rvcfire.org
April 30`h,2014
Fire Sprinkler Systems
705 E. Harrison Street,Ste.# 200
Corona, CA 92879
Re: Residential Fire Sprinkler Plan Review
LAQ-I4-RS-036, Pimlico Lot 213, 81-340 Storm Cat Ct. La Quinta, CA
The sprinkler plans you submitted for the above referenced project have been reviewed by
Riverside County Fire Department Planning & Engineering personnel and are approved
with the following conditions.
A minimum of three spare fire sprinklers of each type and temperature rating along with a
sprinkler wrench should be located in a spare cabinet at the system riser or other approved
location.
Permanently marked identification signs shall be attached to all control valves.
A warning sign, with minimum 1/ inch letters, shall be affixed adjacent to the main shutoff
valve and shall state the following:
WARNING: The water system for this home supplies fire sprinklers that require certain flows and
pressures to fight a fire sprinkler system, such as water softeners, filtration systems, and automatic
shut-off valves, shall not be added to the system without a review of the fire sprinkler system by a
fire protections specialist. DO NOT remove this sign.
The following inspections/tests are required to be witnessed by the Fire Department Planning
Division Staff:
(a) Overhead Rough and Hydro static test: All piping shall be visible and
pumped at normal operating pressure
(b) Final inspection
The Fire Department job card, approved plans and condition letter must be at the job site or
NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire
Department to schedule inspection(s) a minimum of 72 hours prior to the requested
inspection date.
All questions regarding the meaning of these conditions should be referred to the Fire
Department Planning & Engineering Staff at (760) 863 8886.
Sincerely,
Lisa Nottingham, Fire Safety Specialist
PROUDLY SERVING THE
UNINCORPORATED AREAS
OF RIVERSIDE COUNTY
AND THE CITIES OF:
BANNING
BEAUMONT
CALI M ESA
CANYON LAKE
COACHELLA
DESERT HOT SPRINGS
EASTVALE
INDIAN WELLS
INDIO
JURUPA VALLEY
LAKE ELSINORE
LA QUINTA
MENIFEE
MORENO VALLEY
NORCO
PALM DESERT
PERRIS
RANCHO MIRAGE
RUBIDOUx CSD
SAN JACINTO
TEMECULA
WILDOMAR
BOARD OF
SUPERVISORS:
KEVIN JEFFRIES
DISTRICT 1
JOHN TAVAGLIONE
DISTRICT 2
JEFF STONE
DISTRICT 3
JOHN BENOIT
DISTRICT 4
MARION ASHLEY
DISTRICT 5
RIVERSIDE COUNTY RF DEPARTMENT
IN COOPERATION WITH
THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION
77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886
e Fax (760) 863-7072
www.rvcfire.org
March 28, 2014
Fire Sprinkler Systems
705 E. Harrison St. #200
Corona, CA
Re: Residential Fire Sprinkler Review
LAQ-I4-RS-036 Belmont 81-340 Storm Cat Court Lot 213 La Quinta, CA
The Riverside County Fire Department Planning & Engineering personnel have reviewed
your sprinkler plans for the above referenced project. Please be advised that your plans
require the following corrections:
Please provide the following information in your next submittal:
1) Provide a recent (within 6 months) Residential Connection Charge Estimate form
from CWVD.
NO inspections will be performed until Riverside County Fire Department Planning
& Engineering staff has approved the corrected plans.
All questions regarding the meaning of these conditions should be referred to the Riverside
County Fire Department Planning & Engineering staff at (760) 863-8886.
Sincerely,
Jason Stubble
Fire Safety Specialist
Riverside County Fire Department
Riverside Office:
2300 Market Street, Ste. 150
Riverside, CA 92501
Phone: (951) 955-4777 - Fax: (951) 955-4886
PLAN REVIEW FORM
D New El Re -Submittal # 1 ❑ As-builts
P. Leirtkm, LAQ-I4-RS- 03(p
Project Name: PIMLICO /'N_M& 3�$- -R Rem 3 Maki
Address: LOT a ka 1 s1 - 3L(o Ca C*.
S$D-I9-1631
City & Zip:
LA QUINTA
Fire Protection Planning
Palm Desert Office:
77-933 Las Montanas Rd., Ste 201
Palm Desert CA 92211
Phone: (760) 863-8886 - Fax: (760) 863-7072
Once Use Only
RECEIVED
APR 22 2014
RrVWMECW.TYFW
MOTWnm 1,LANNM
p ip SS RECeJM
I have read and understand that Fire Dept. fees are
Deposit Based Fees and there may be additional
money peio to or afterproject final.
Sign:Print:DESCOTEAUX
Co,fntvrFt� n �,ti:.ua. :',=Bill-� . fpt0'.:'':ne�s• €b{
CONTACT PERSON: AMY DESCOTEAUX BILL TO: FIRE SPRINKLER SYSTEMS, INC.
Mailing Address: 705 E. HARRISON ST., SUITE 200 Mailing Address:
City & Zip CORONA, CA 92879 City & Zip
Phone No.: 800-915-3473
Fax: 951-272-2535 Phone No.:
Email: AMYD@FIREINC.NET
Email:
Fax:
The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to
this permit, Any changes in billing information must be made In writing to our office.
.:.v��-..,: - �S�r =1s ;rg: �^,ram[;;.^_ -^ v�[s C�i�''�`Y �C .d �. � 'tr��'�_ - f -�.,v� .p.• •
PI -a- Y,v+E f.CheckalI# #ems), _' r�' `; _
* Commercial ❑ Industrial lj)Residential ❑ Special Event ❑ Other
❑ Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water
VPSprinkler System ❑ TI Sprinkler System O Sprinkler Monitoring O Fire Alarm System
❑ Hood & Duct Suppression System O Other Suppression System 0 Spray Booth ❑ Cell Site
❑ High Pile/Racks ❑ Other:
Storage Tank Submittals:, ❑ Dispensers Only ❑ Above Ground ❑ Underground
Fee Paid:
Date Paid:
Check#:
Received By:
Receipt# (OCR)
Reviewed by:
PC Review Date:
13 Approved ❑ Denied
Plans Stamped: 17Yes ❑No
Letter Attached: ❑Yes ONO
Job Card Included: ❑Yes ONO
Called for Pick -Up
Date:Picked-Up
Date:
By: /)—/
IV
BY:
Shipped By / Method
Forth 1- Revised 10/27/2010
Visit us at www.rvcfire.ora
Riverside County Fire Dep,. �ment
Riverside Office:
2300 Market Street, Ste. 150
Riverside, CA 92501
Phone: (951) 955-4777 - Fax: (951) 955-4886
El New ❑ Re -Submittal #
ire Protection Planning
Palm Desert Office:
77-933 Las Montar as Rd., Ste 201
' Palm Desert CA 92211
Phone: (760) 863-8886 - Fax: (760) 863-7072
PLAN REVIEW FORM
Permit No. Z74CV-11-1-45-- 5 --3 jo
Project Information (Please Print)
❑ As-builts
Project Name: PIMLICO / TRACT 32879 / PLAN 3 MODEL
Address: LOT 213 / 81-340 STORM CAT COURT
City & Zip
LA QUINTA
Contact Information
CONTACT PERSON: AMY DESCOTEAUX
Office Use Only
Plans Received
I have read and understand that Fire Dept. fees are
Deposit Based Fees and there may be additional
money due to or after project final.
Sign:
Print: DESCOTEAUX
Billing Information �ame as Contact Info
BILL TO: FIRE SPRINKLER SYSTEMS, INC.
Mailing Address: 705 E. HARRISON ST., SUITE 200 Mailing Address:
City & Zip CORONA, CA 92879 City & Zip
Phone No.: 800-915-3473
Fax:951-272-2535 Phone No.:
Email: AMYD@FIREINC.NET
Email:
Fax:
The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to
this permit. Any changes in billing information must be made in writing to our office.
Plan Review Type (Check appropriate items)
❑ Commercial ❑ Industrial EI Residential ❑ Special Event ❑ Other
❑ Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water
M Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring O Fire Alarm System
❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site
❑ High Pile/Racks ❑ Other:
Storage tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground
Fee Pat,
Reviewed by:
Date
Paid: Z, 4/
PC Review Date:
Check#: �-ge 7 7F ❑ Approved El Denied
Received By: Plans Stamped: ❑Yes ONO
Letter Attached: ❑Yes ONO'
Receipt#(OCR) Job Card Included: ❑Yes 2No
Form 1 —Revised 10/27/2010
Visit us at www.rvcfire.org
Called for Pick -Up �P1a7
Date: By: /.vz Nd_&'� /
�r d�' I q
Picked -Up
Date; By:
Shipped By / Method
Otero, Stephen@CALFIRE
Subject:
Location:
Start:
End:
Recurrence:
Organizer:
Rep. Name:
Phone#:
LAQ-I4-RS-033 - GRIFFIN RANCH/PIMLICO LOT 215 - RES SPK FINAL
81281 STORM CAT COURT LOT 215, LA QUINTA
Tue 7/22/2014 2:00 PM
Tue 7/22/2014 2:30 PM
(none)
Hetrick, Kohl@CALFIRE
Cell#:
Co. Name:
CrossSt:
HYDRANT SYSTEM
PASS
FAIL
FIRE ALARM
PASS
FAIL
Thrust block ere -pour
Rough -wire inspection
Underground rough
Function test
Underground hydro
Duct detectors/velocity
Flush
24 hr. battery test
Final
Sprinkler monitorin
SPRINKLER U.G.
Final
Thrust block pre -pour
SPECIAL SUPPRESSION
Underground rough
Door fan test
Underground hydro
Abort test
Flush
Mechanical shutdown
Final
Detector test
FIRE SPRINKLER
Deluge/pre-action
Weld inspection
Final
Overhead rou h piping
UST/AST TANK
Overhead hydro
Installation
UG flush / OK to connect
Removal
Main drain/Inspect. Test
Emergency shut off
High pile storage
Primary piping
In-racksprinklers
Secondary piping
Hose racks
Dispensers & shear valves
X
Final
Final
KITCHEN HOOD EXTINGUISHING
MISC. INSPECTION
Detection system
SpraV booths
Function Test
Hood/duct extinguishing
Gas/Electrical shut-off
High pile rack storage
Nozzle model/placement
H.P. vents/access/corridors
Fire alarm connection
Tract access/hydrant verification
Final
Other:
SPRAY BOOTHS
KNOX SYSTEM
Installation
Building Knox box
Air flow test
Gate access Knox box/padlock
Mechanical interlock
BUILDING INSPECTIONS
Extinguishing system
T/I final
Fire alarm connection
Shell final
Final
Final for occupancy
Start Time:
Finish Time:
+ o 0
Start Time:
Finish Time:
Stubble, Jason@CALFIRE
Subject: LAQ-I4-RS-036 - PIMLICO - LOT#213 - O.H. ROUGH
Location: 81340 STORM CAT COURT, LOT#213, LA QUINTA
Start: Fri 5/2/2014 8:00 AM
End: Fri 5/2/2014 8:20 AM
Recurrence: (none)
Organizer: Stubble, Jason@CALFIRE
Rep. Name: Jr
Phone#: 951-733-0485
Cell#:
Co. Name: FSS
VIU.7 QL.
HYDRANT SYSTEM
PASS
FAIL
FIRE ALARM
PASS
FAIL
Thrust block re -pour
Rough -wire inspection
Underground rough
Function test
Under round hydro
Duct detectors/velocity
Flush
24 hr. bane test
Final
Sprinkler monitoring
SPRINKLER U.G.
I
Final
Thrust block pre -pour
SPECIAL SUPPRESSION
Underground rough
Door fan test
Underground hydro
Abort test
Flush
Mechanical shutdown
Final
Detector test
FIRE SPRINKLER
I Deluge/pre-action
Weld inspection
Final
X
Overhead rough pipingUST/AST
TANK
Overhead hydro
Installation
UG flush / OK to connect
Removal
Main drain/inspect. Test
Emergency shut off
High pile storage
Primary piping
In-racksprinklers
Secondary piping
Hose racks
Dispensers & shear valves
Final
Final
KITCHEN HOOD EXTINGUISHING
MISC. INSPECTION
Detections stem
I
Spray booths
Function Test
Hood/duct extinguishing
Gas/Electrical shut-off
High pile rack storage
Nozzle model/placement
H.P. vents/access/corridors
Fire alarm connection
Tract access/hydrant verification
Final
Other:
SPRAY BOOTHS
KNOX SYSTEM
Installation
Building Knox box
Air flow test
Gate access Knox box/padlock
Mechanical interlock
BUILDING INSPECTIONS
Extinguishing system
T/I final
Fire alarm connection
Shell final
Final
Final for occupancy
Start Time:
Finish Time:
Start Time:
Finish Time:
1
Riverside County Fire apartment Fire Prot —don Planning Section
Riverside Ofte: 2300 Market St., Ste. 150. Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 655-0886
Murriela Office 39493 Los Alamos Rd., Ste A, Wrriela, CA 92563 Ph. (951 ) 600.6160 Fax (951) 600.8164
Palm Desert Office: 77-933 Las MontaAas Rd.,,* 701 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 (760) 863-7072
Fire Department Clearance/Release
Date: —�)--
To:
Fax:
Tract/Parcel Map #:
Permit/Lot #: L — \kA — V-S — 3
Job Site Address: f5' 1� �; 1 S\-4NM (A4 (IV rA W a S
LA aj,t A , CA I dolS-3
Final For Recordation
Release For Building Permit(s)
Shell Final Only (No Tenant)
Final For0ccupancyr
Building Plan Check Fees Paid
Building Plan Check Fees Not Paid
Other Fees
Fees Not Required
If you should have any questions, please contact the appropriate Riverside. County Fire Protection
Planning office for further assistance.
Authorizing Signature For Release
Print Name
Form C — Revised 1/1512014