LAQ-14-RS-031 Belmont Plan 4ADDITIONAL SITES
CHRONOLOGY
CONTACTS
CONDITIONS
Description: 3,475SF 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: 81305 STORM CAT CT LA QUINTA,CA 92253 Approved: 3/3/2014
Subdivision: Block: Lot: Issued:
Lot Sq Ft: Building Sq Ft: Zoning: Finaled: 8/21/2014 KKI
Valuation: $227,421.00 Occupancy Type: Construction Type: Expired:
No. Buildings: No. Stories: No. Unites:
Details: RIVERSIDE COUNTY FIRE PERMIT #LAQ-14-RS-031. 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 $68.55 $68.55 3/25/14
Total Paid for ART IN PUBLIC PLACES-RES: $68.55 $68.55
BLDG PC 200K-1M 10160003428200 $1,251.06 $1,251.06 3/25/14
Total Paid for BLDG PC 200K-1M: $1,251.06 $1,251.06
BLDG STDS ADMIN
(SB1473)10100002030600 $10.00 $10.00 3/25/14
Total Paid for BLDG STDS ADMIN (SB1473): $10.00 $10.00
Printed: Wednesday, February 28, 2024 2:47:44 PM 1 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
SFD-13-1634
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 $589.11 $589.11 3/25/14
PERMIT FEES 0 $179.48 $179.48 3/25/14
Printed: Wednesday, February 28, 2024 2:47:44 PM 2 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
SFD-13-1634
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 $321.78 $321.78 3/25/14
PERMIT FEES 0 $369.51 $369.51 3/25/14
Total Paid for PERMIT FEES: $1,459.88 $1,459.88
PLAN CHECK,
ELECTRICAL 10160003428200 $62.22 $62.22 3/25/14
Total Paid for PLAN CHECK, ELECTRICAL: $62.22 $62.22
PLAN CHECK,
MECHANICAL 10160003428200 $185.91 $185.91 3/25/14
Total Paid for PLAN CHECK, MECHANICAL: $185.91 $185.91
PLAN CHECK,
PLUMBING 10160003428200 $340.90 $340.90 3/25/14
Total Paid for PLAN CHECK, PLUMBING: $340.90 $340.90
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 $22.74 $22.74 3/25/14
Total Paid for STRONG MOTION (SMI) - RES: $22.74 $22.74
TUMF: RESIDENTIAL 22400002032000 $1,837.44 $1,837.44 3/25/14
Total Paid for TUMF: RESIDENTIAL: $1,837.44 $1,837.44
TOTALS:$13,553.70 $13,553.70
Printed: Wednesday, February 28, 2024 2:47:44 PM 3 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
SFD-13-1634
ATTACHMENTS
BOND INFORMATION
PLUMBING 2013 - SEWER
CONNECTION KIRK KIRKL 4/1/2014 4/1/2014 APPROVED
BUILDING 2013 -
FOOTINGS KIRK KIRKL 4/3/2014 4/3/2014 APPROVED
BUILDING 2013 - SLAB KIRK KIRKL 4/3/2014 4/3/2014 APPROVED
BUILDING 2013 - ROOF
NAIL KIRK KIRKL 4/17/2014 4/17/2014 APPROVED
BUILDING 2013 - OKAY TO
WRAP KIRK KIRKL 4/30/2014 4/30/2014 APPROVED
BUILDING 2013 -
FRAMING KIRK KIRKL 5/12/2014 5/12/2014 APPROVED
BUILDING 2013 -
INSULATION KIRK KIRKL 5/14/2014 5/14/2014 APPROVED
BUILDING 2013 -
DRYWALL NAIL KIRK KIRKL 5/16/2014 5/16/2014 APPROVED
BUILDING 2013 - LATH KIRK KIRKL 5/19/2014 5/19/2014 APPROVED
PLUMBING 2013 - GAS
LINE / GAS TEST KIRK KIRKL 6/12/2014 6/12/2014 APPROVED
ELECTRICAL 2013 - TEMP
USE OF PERMANENT
POWER
KIRK KIRKL 6/19/2014 6/19/2014 APPROVED
FINAL**KKI 8/21/2014 8/21/2014 APPROVED
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
PARENT PROJECTS
Printed: Wednesday, February 28, 2024 2:47:44 PM 4 of 4
Permit Details
City of La Quinta
PERMIT NUMBER
SFD-13-1634
January 13. 2012 Sprinkler 149m February 3 2012 Sprinkler 147u
FREEDOM"" RESIDENTIAL FREEddIVI RESIDENTIAL I HIGHWAY ill rAIRREONawo
' PENDENT SPRINKLER ' . • CONCEALED PENDENT wade.sea
Eir& Pr'viect`ion COrriso06 rrww.lyw°-Rr6 o4rh 1t L/ CRLI 313.3 GENERAL a L I L S AVtTfuE +E1
VK468 (K$.9) SPRINKLEIRVK45741{K4.9j Aroducrs
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49068 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49068 AVENUE 4a
Models 88 SO HIP and 1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE z
Telephone: 269-946-9501 Technical Services: 877-3B4-5464 Fax: 26MI8-1680 Emiail: techsvcs@vikingcorp.corrl Telephone: 26M45-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Spell: ft Application SjPJ'1lnklers INSTALLED IN ACCORDANCE WITH NFPA 13D, 2013 EDITION AND THE
AVI¢NUE ao
1. DESCRIPTION 1. L]ESCRIPTION For protecting j�� REQUIREMENTS OF RIVERSIDE COUNTY FIRE DEPARTMENT. [LIJ
if
Viking Freedoms` Residential Pendent Sprinkler VK468 is a small, thermosensitive, glass- Viking Freedom' Residential Concealed Pendent " ` AVENUE 51
bulb
residential sprinkler
s-y'r g Sprinkler VK457 is a small The 3peainc Appwaatlon Atr° Span 2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH
in several different finishes and temperature ratings to - high -sensitivity solder link and lever residential sprinkler designed for installation Cmenerot kl*MarethefinGtSfs nWarst0 sat . THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING �
�'' GRANTED, THE JURISDICTIONAL FIRE P � AYEr1UE 52
meet varying design requirements The ❑riFicedesign, with a K-Factor of 4,9 {70,6me;rift}, =• on concealed pipe systems where the appearance of a smooth ceiling is desired_ ry - DeSCII eA . Lt�tedfara,dtlndadoova in ore - .'.' Ew REVELATION OFFICE WILL BE
r� -
pP
allows efficient use of available water supplies for the hydraulically designed fire protection r; h-- - . The orifice design, with a K-Factor of 4.9 74.6 metric allows the rin]der's e# """' toBa buallbk,aannrumian. x NOTIFIED fl MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE
g t W. .I:
{ }, 5p - --
system. The glass bulb operating element and special deflector characteristics meet theINSPECTION.
1 ficient use of available water supplies for hydraulically designed fire -protection
TM • • snlstn9enractfOna¢ HIP, and AP • HbecaefQetasled In REQUESTED AvefrUE ss
challenges of residential sprinklarstandarda - - pp Y y 9 p 0CPIL-9)-SpecillcAppAcatkMSPrir1MaM drysyat sowanca
system. The operating element and special deflector characteristics meet the chal n ^s w= +�� . Fun -scale teeled, for rrae in wood
for a°mbusFibleand wn-combushble tr„ �- �..... 3. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE Av�Nus 5a TESTS,
2. LISTINGS AND APPROVALS i l 1 lenges of residentiai sprinkler standards- ,tnpod.nlcrue ll,eModel ea, so, -*
!n
I and HIP ereEpacircAppEcationAttc • to Tadtorspearfc oofswpas{rterar 4. NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL
ctlLus Listed: Category VKKVV The sprinkler is pre,assemt�Ied with a threaded adapter for installation with slow- � - .- . srlrl,rdera,wneneaatneMeddAPfea taTableA], w W
' - profile small -diameter oover assembly installed flush to the ceili The two-piece speci}OApplcaban � 1��r The spoeffta App6cat[on Attic s f AVENUE s5 Lu
l p p �s s peer' MEMBERS SHALL BE 11+1 ACCORDANCE WITH CALIFORNIA BUILDING CORE,
NYC Approved., h1EA 89 92-E, Volume 35 pace pdnidsrha9yingspaclnc 6oft proTidethwhestlevel of Prater.- o pp •` design aNays Insfaiatian and testing of the sprinkler prior to installation of tfte - arppMcdtioncritariaforlta6aewitnthe Con cull control ocat ❑y alrminanng
NSF Certified: NSFIANSI Standard 61 DrinkingWater System Cam ❑nents cover late. The " ush-on" thread -off" design of the concealed cover late as- Mo-dq sB so, and HIP m seat avao- deed for additional aprinklers and � AIRPORT BLVD O
Y p (� p 9 P '::': •:!':� -*a.aplefl°AppYcananAtuesprtiklem branch" piping. In manycaaam, an 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER
Prod
Refer to the Approval Chart on page 149❑ and Design Criteria on page 149r for sembiy allows easy installation of the cover plate after the system has been tested 4 ^ " t<.,.: ds s*Oor fire prof ckc In attic attic can be eanirsiy protected with •s ,.,Y U.L. LISTED. tarro aodL1 0
and the Cell In Spaces. and when compared to stem- usl one line of pO" located below .
cULus Listing requirements that must be followed_ g finish has been applied, while also providing up to Jx" (12.7 mm) of dew %maySpdnldws, co�,raving4 are Wm peat, of the roof uairlfi Mader ea
vertical adjustment. The cover assemblycan be removed and reinstalled. allow- AchivwWd ''e+kWa°Ing°°"r�r"'e"a" (Rwkear�,�sp"•wdara, If#weiea 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN iNLIICATING VICINITY MAP
twtals and the assnctaVd ImPAMMIan need for kWUSI aD (3Ytgle �irectl°nNy
3. TECHNICAL DATA ing temporary removal of ceiling panels without taking the sprinkler system out of labor. "ThsSPscificAPPEcAon sprtn- a Modal HiPSprinitlers.one line 40 ru- IT'S FUNCTION.
Akers For Protecting Attc ' have ear- Iheroftmw erWas iswffKder*
Specifications: service or removing the sprinkler. dnrgt t1wmoetrita,alveketwUng At each area�a�rad-r-4ramm- N.T.S.
Available since 20D6. °"°rpa"°nnadfor er°pedaft 4115 )es. weand su tn*leftuseofStandard 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM
7T�y era UL Llated with h v& sps&lc Sp ran Sordders, a nyntern n a 60 foot
Minimum Operating Pressure: Refer to the Approval Chart 2. LISTINGS AND APPROVALS aPPil=uglAd4irmsforaaeasez (tfl,80vAdeahle,Wtruptoa12,12 PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY
aaispdnkleraandefined bytheNFPA roctpltch, deslgrmdtothe 2007edl- AFCON MFG. ARE U.L. LISTED AND ARE INSTALLED ACCORDING TO THE BELMDNTCOLLECTI4N Specirrc Application Attie 6prin Son of NFPA 13, wpuW requlre seven
Maximum Working Pressure: 175 psi (12 bar}. Factory tested hydrostatically to 50d psi (34.5 bar], c uL cULus Listed: Category VKKW T1ia brenchftLAtoCoverthe main por%anor - HANGING REQUIREMENTS IN THEIR TECHNICAL DATA SEE DETAIL). Thread sine: 1 i2" { l5 m m} NPT wars provide an viler dad coverage the attic and sweral adrlr1$mW branch- { a
Nominal K-Factor; 4.9 U.S. 70.6 metric Refer to the Approval Chart on page 147w and Design Criteria on page 147x for cU Lus Listing requirements that must be Spacing wlernatb a to ire rea =raj iinea to cover ate NP areas. wth vo
{ t) sWN
ndardsl S'� SpedEcAppliicationA01c3prinMBM, 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH
followed. +ts tl,erequlredc�wexagerariU blainud THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN TRACT 32879 *PLAN 4.3771
tlltletric K-factormeasurementshowri is in Bar. When pressure is measured in kPa, divide the metric K factor shown by 10.0. sprar; U6t orb branc�hgrta r F09ng bel"
G4ass-bulb fluid temperature rated to -65 T (-55"C)deache2oW edition of NFPA tnarpm
mkarrdOnodnwneachslopeof NFPA 13D, 2013 EDITION.
13, Table a-e.2.2.t(r1j and seetkxh 10Z rp beam. TM would resuh In ar, .. LOT 216/81305 STORM CAT COURT
Overall Length: 2 114" (58 mm) 3, TECHNICAL DATA aA.4AA proxlmatOy9D%1wsplpeneeded far LA QUINTA, CA
Specifications: Inatatranon.Thiareductwninthe rwm- 4 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE. SHALL BE LISTED
LICENSE NO.684600
mar os 6 ante tnaa as as the aasf or FOR OUTSIDE SERVICE AND AUDIBLE FROM THE: STREET THAT THE
Material Available since 2048. 'na pie ntunale, harper, and also HOUSE IS ADDRESSED ON. CUSTOM TRACT, MULTI -FAMILY
Frame Casting: Brass UNS-C84400 or Q€ul Brass Viking Techtlical Data may be found on darid labor by slkninating up m ti,,aa
Deflector: Brass U3�IS-C23000, Phosphor Bronze UNS-051 MO. or Brass Minimum Operating Pressure- Refer to the Approval Chart. ��,;, �
The Viking Carporation's Web site at Maximum Working Pressure: 175 sl 12 bar Factor tested hydrostatically to 500 sI 34_5bar Arntlhe Important «tflespe ti AHJ: RIVERSIDE COUNTY FIRE DEPARTMENT AND COMMERCIAL
UNS-C26000 9 P { J• Y Yd Y p { }- tills 4p112datahAl6c ink f tecSX I 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS.
w: .
htQb silte may
lintluds ainc.ra re Thread size: cto 4. min) NPT ►"`�""m ' DESIGN ENGINEERlNGAND
t3ulkr Glass, nominal3mmdiameter AAsaya rover ro recnatcar nef8 I"ihersduarioninmyetemvolt9na.
Belleville Spring Sealing Assembly: Nickel Allay, coated on both sides with ilia Web site may include a more recant Nominal K-Factor: 4.9 U.S. [7D.6 metric"} �y&.��FR Td+�Yotunaredr,°ud ptma.thmh"
Teflon Tape edition of this Technical Data Page. " Metric K-lactw measurement shown is in Bar- When pressure s measured in kPa, divide ly�fW.�Pt s cautions lacing hres clad ypfpevake(and 11 _ RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND
p 9 P ai<eornp nerd 1oaWbty allow ea LEGAL DESCRIPTION
wreflrespea<fa►handlvpexih�staf qu ° 1rrery MANUFACTURED BY ViKING. INSTALLED AT 16 FT, MAXIMUM SPACING INSTALLATION
Pip Cap and Insert Assembly: Copper UNS-G11000 and Stainless Steel the metric K-iactor shown by 710.0. lauarr�aprkddaraysbarnleandoort. the Sisal tora4n axaler�r_ {SEE TECW. DATA}, �
UNS-S30400 I'Aaterial Standards: Viking Technics! Data may be found on aonpi�rwft�pemranenr�
705 E. HARRISON ST„ SUITE 200
Compression Screw. Brass UNS-C36000 Sprinkier Body: Brass UNS-084400 or LAM Brass The v�kIng Corporation's web sHe at a 12. UPRIGHT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. OCCUPANCY: R3 1 lJ
rlaras andoarse Qre sprWrk�f m Sad CORONA, CA 92879
ordering Information: {Also refer to the current Viking price list.) reflector Phosphor Bronze UNS-C'5100C httpJlwww.viKInggroupinc.com. etea" Pr67Uaa LISTED AND MANUFACTURED BY TYCO INSTALLED AT 120 SQ.FT. SPACING PH - 800-915-3473
Sprinkler: Base Part No. 13537 Deflector Pins- Stainless Steel UNS-S30200 The Web site may include a mare recent (SEE TECH. DATA). CONSTRUCTION: V-Et FAX 951 2I2 2535
Under 5 rinkter VK468 b first adding the a p Button- Brass UNS-C36000
p y g appropriate suffix for the sprinkler finish and then the appropriate suffix for the tam era- edition afthls Technical Data Page. STORIES: 1 •
ture rating to the sprinkler base part number, Seat Assembly: Brass UNS C31600 I - Fr • � G«F�".: 13. PENDENT INTERMEDIATEMANUFACTURED
TEMP. VIKIN RESPONSE SPRINKLERS ARE U.L. 1:3U{LDING AREA: 4,505 SQ.FT. P' p
.Frame '•ems , -sw a - comp p4kr LISTED AND MANUFACTURED BY VIKING INSTALLED AT 16 FT. MAX, SPACING The feci lent le these laps
Finish Suffix: Brass =A, Chrome-Enia '= F, and White Polyester = M-AN Compression Screw: Brass UNS-C36000 2-Boson e-Conp..wo, 4-SN,1ing clear beech acknowledges that all
y Fusible Element Beryllium Nickel, coated with black ac tic 3 s 9oinr Am" a D`NvW (SEE TECH. DATA), plans, specifications or
Temperature Suffix. 155'F (88 °C) 2 B, 175 "F (79 `C) = D y ry rY paint xaaaaatV e- Ddr.mr a Enos r EMMM p
Levers Stainless Steel UNS S3f5pp d•1fe 2 • a.b aplrp FIRE SPRINKLER SYSTEM: methods of installation
For example, sprinkler VK468 with a Brass finish and a 155 °F (68 `C) temperature rating = Part No. 13637AB. r-tce,0mm1 6sRraru ,-,, g. 14_ PENDENT SPRINKLERS ARE AT LEAST 3 ff. FROM OBSTRUCTIONS E.G. LIGHT 0ESIGNE❑ AND INSTALLED PER 2013 NFPA 13D ALL contained in this set of plans is
Lever Bar: Copper Alloy UNS-C72500 ,.ins t-1fs• ""ro'' } the sole property of Fire
Available Finishes And Temperature Ratings: r FIXTURES, CEILING FANS, ETC. OR IN ACCORDANCE WiTH TABLE $-2.5.4.2 AND RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS.
Beiieville Spring Sealing Assembly: Nickei Allay, coated on both sides with Teflon Tape r lTr,6mnk {s,¢rro0 r e Sprinkler Systems, and
Refer to Table 1, I SECTION 8.2.5.2. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS that an use s this set Inc.c land
Cover Adapter Cold Rolled Steel UNS G1€ }80, Finish: Clear Chromate over Zinc Plating 5- arn►vlILra ARE IN COMPLIANCE= WITH $.2.5-4. Y
rFLWE is prohibited and is a violation
Accessories (Also refer to the "Sprinkier Accessories" secton cs# the Viking data book) Shipping Cap Polyethylene e� of P copyright laws without first
Sprinkler Wrenches: Cover Plate Materials, d�. a-r14 SUMMARY
+ I ,� q p
p a ' 2,e�• f R1�'� 15, SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN BUILDING �7UMIYii'-1ii Y receiving peemission from Fire
A. Standard Wrench: Part No. 10896WIB {available since 2000) Cover Plate Assembly: Copper UNS-ClIO00 and Brass UNS-C25800 - 2 tE4Ad 0 '� ACCORDANCE WITH 8.3.3. 5 rinkier Systems.
watrrca -
8. Wrench for recessed sprinklers: Part No. 135774V1S` (available since 20os) Spring Beryllium Nickel s-REUIgF
2f 16. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN
C. Optional Protective Sprinkler Cap RemioverlEscutcheon Installer Tool"" Part No. 15915 (available since 2010.) Solder: Eutectic -- t 1fa•gPr ACCORDANCE WITH 5.1.1-1
1T ratchet is required (not available from Viking), Ordering Information: (Also referto the current Viking price list.} „a (,, mm- 1mIr1PT 7tta•t,,, s„y 1 ID CONCEALED RES. PENDENT SPRINKLER
"Mows ii9e Tram the flax by attaching a length of 1" diameter CPllC tubing #o the t od. ideal for sprinkler cabinets Refer to Bulletin F 951$06_ Viking Freedoms Residential Concealed Pendent Sprinkler VK457 and Cover Plate Assembly rrlUSt b2 Ordered separately: N W1EvcH rwwE: NOA
- �� ranks uses o>rasa
aFCTIan tievrrorr sa:drmrl wa.ewrlrarl UPRIGHT QUICK RESPONSE SPRINKLER
Form No. F�0127L]S Replaces page 149m-t, dated March 18, 2C111. [Revised Form No. F 1772EO7 Replaces }cage 147u-z, dated Sept. 9, 2011, (Added QM crass � CONCEALED RES PENDENT SPRINK ER
sprinler materials and added reference to TIA 1028R. )
{
E
TABLE -SPRINKLER
a
Sprinkler Temperature Sprinkler Nominal
Maximum Ambient
Classification Temperature Rating'
i3uiq Color
C9iting Temperatures
Ordinary
155 ' F ('58 =C)
100 F (38 -0) Red
Intermediate
175 "F (79 'C)
•150 F (65 "C) Yeiiow
Sprinkler Finishes: Brass, Chrome-Enloy''
(patents pending), and White Polyester
Footnotes
The sprinkler tenglere ture rating is Aampad on the deflector, �
*aaSed on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and ether requirements of Authority Harting .fudsdiction.
Refer to specific Installation standards
Approval Chart
Temparatura KEY
Residential Pendent Sprinkler VK468 Flnsih
For systems designed to NFPA 131310 or NFPA 13R. A x+-Ew bt. Ivappicable)
Far systems designed to NFPA 13, refer to the design criteria on page 149r.
Sprinkler Base
SIN
NPT Thread Size
Nominal K-Factor
Maximum Water
Overall Length
Inches
mm
U.S.
metrics
Inches
mm
Part Number'
Working Pressure
13637
VK468
112
15
4.9
70.6
175 psi (12 bar}
2-1/4
1 58
Listings and Approvals'
Maximum Areas of Coverage* Minimum Water Supply Requirements*
(Refer aiw to Design Criteria on page 149r.)
cULuse NYC' NSF°
Installed below smooth, fiat, horizontal ceilings, including ceilings with slopes up to and
Including 2112 (9.5°)-
12 ft. x 12 ft. (3.7 m x 3.7 m)
13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar)
A1X
AIX
A1X
14 ft- x 14 ft. (4.3 m x 4.3 m)
13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar)
A1X
A1X
A1X
16 ft. x 16 ft. (4.9 m x 4.9 m)
13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar)
A1X
A1X
A1X
18 ft. x 18 ft, (5.5 m x 5.5 m)
17 gpm @ 12.0 psi (64.4 Umin @ 0.83 bar)
Al X
A1X
A1X
20 ft, x 20 ft, (6.1 m x 6.1 m)
20 gpm @ 16.7 psi (75.7 Umin @ 1.15 bar)
At x
A1X
A1X
Installed below horizontal ceilings with beams'.
121 x 12 ft. (3.7 m x 3.7 m)
13 gpm @ 7.0 psi (492 Umin @ 0.48 bar)
Bix
Bix
B1X
14 ft. x 14 ft. (4.3 m x 4.3 m)
13 gpm @ 7.0 psi (492 Umin @ 0.48 bar)
Bix
131X
131x
16 ft. x 16 t. (4.9 m x 4.9 m)
13 gpm @ 7.0 psi (49.2 Urnin @ 0.48 bar)
Bix
B1X
Bix
18 It. x 18 ft, (5.5 m x 5.5 m)
17 gpm @ 12.0 psi (64.4 Umin (0 0.83 bar)
Bix
B1X
Bix
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 slopes11 up to and including a 8112 (33.7e) pitch. Refer to Figure 5 on page 149q.
UL
NYC
NSFe
20 ft. x 20 ft. (6.1 m x 5.1 m)
21 gpm @ 18.4 psi (79-6 Umin @ 1.27 bar)
Bix
See Footnote7
B1x
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 Fwtnate7
CiX
Approved Temperature Ratings
Approved Finishes
Approved Escutcheons
A- 155 IF (55 °C) and 175 `F (79 `C)
°F °C)
1 - Brass, Chrome-EnloyO, White, and
X - Standard surface -mounted escutcheons or the Micro-
B - 155 (6a
Black"
faste Model F-1 Adjustable Escutcheon, or recessed with
C - 175 °F (79 'C)
the MicromaddO Model E-1 or E-2 Recessed Escutcheon
Footnotes
1 Part number shown is the base part number. For complete part number, refer to current Viking price Est schedule.
2 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.
' This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturerfor 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.
s Listed by Underwriter's Laboratories for use in the U.S and Canada.
' Accepted for use. City of New York Department of Buildings, MEA Number 89-92-E, Vol. 35.
Meets New York City requirements, effective July 1, 2008-
e Tested and Certified by NSF (National sanitation Foundation) to NSFIANSI Standard 61, Drinking Water System Components.
e Listings are for residential occupancies with smooth, flat, horizontal ceilings or horizontal ceilings with beams. Includes c6lings with slopes up to and mduding
a 2112 (9,51 pitch- (For beam oeiing design viieria, refer to Beam Q*i g Guidelines and Figures 6 through 7D on pages 149s-t)-
10Refer to TIA 1028R slope ceiling criteria exceptions.
"Areas odder sloped ceilings must be measured along the oefling slope. AOvat floor coverage in the horizontal plane under sloped ceilings will be less
than the listed area of ooverage-
120ther paint colors are available on request with the same cULus Listings as the standard finish colors,
MM IwBETIll
(Also refer to the Approval Chart w page 14 So)
cldLus Listing Reautt@)nents:
When using Viking Resident.al Pendent Sprinkler VK468 for systems designed to NFPA 13❑ or NFPA 73R, appl}rthe listed areas of coverage and
minimum water supply requirements shown in the Apprcwal Chart on page 149o.
F2[ systems designed to NFPA 13: The number of design sprinklers is to be the four contiguous 1Yhost hydrauGcalty demanding sprinklers. The min> -
mum required discharge from ea[h Df the far sprinklers is to be the greater of the fcilomng:
The flaw rates given in the Approval Chart on data page 1490 for NFPA 13D and NFPAI3R applicBtlons for each listed area of coverage, UL
Calculated based cn a minimum discharge of 0.t gpmisq_ ft. over the `design area" in accordance with sections 8.5.2.1 or 3-6.2-1.2 of NFPA 13.
- Minimum distance between residential sprinklers; 8 ft, (2,4 m)
to sprinkler materials and added reference to TIA 102t3F�.
TABLE i:
1
Sprinkler WnMiw Nominal
Maximum Temperature Rating
Cover Plate Large Cover Square Gover
Tem perature Temp re
Ambient Ceiling of the Cover
Basis Part Plate Base Flaw Base
Classification Kovno,
Tempp'at w Assembly (R"uined)
Numt)eP Part Number' Part Numbe;4
Ordinary 165 `°F (74 "C)
100 "F (38 "C) 135 ' F (57 C)
13504 13642 15394
Cover Plats Finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushes! Copper, Painted
White, Painted Ivory, or Painted Black
Approval Chart 3pankarTempe alure Re11n0
Residential Goncoated Pendent Sprinkler VK457 �Covar Pals remPeraum Rae g
For systerne designed to NFPA 130r or NFPA 13R. Awt+ovrerPlale Fhksh KEY
For systems designed to NFPA 13, refer to the design criteria on page 147x.
Sprinkler Base
SIN
NPT Thread Size
Nominal K-Factor I
Maximum Water
Inches
rhlm
U.B,
m c'
Part Number'
working Pressure
14694A
VK457
1f2
15
4.9
70-6
175 psi (12 bar)
Listings and Approvals'
Maximum Areas of Coverage' Minimum Water Supply Requirements'
(Rafet also to Design Criteria on page 147x.)
cULus' NYC NSF'
Installed below smooth. Rat, horizontal ceilings, including ceilings with slopes up to and including 2112
12 ft- x 12 ft. (3.7 m x 3.7 m)
13 gpm @ 7.0 psi (492 Umin @ 0.48 bar)
AX1
See Footnote 6.
AM
14 ft. x 14 ft. (4.3 m x 4.3 m)
13 gpm @ 7-0 psi (49.2 Umin @ C.48 bar)
AX1
see Foa1n019 5.
AXi
16 ft. x 16 fL (4.9 m x 4.9 m)
13 gpm'@ 7.0 psi [49.2 Umin a48 bat)
AX1
sea Fwh)oo 5-
AX1
18 ft. x 18.fL (5.5 m x 5.5 m)
17 gpm @ 12.0 psi (64.4 Lhrlin @ 0.83 bar)
AX1
see Footnote 5.
AX1
20 ft. x 20 ft. (6-1 m x 6.1 m)
20 gpm @ 16.7 psi (75.7 Umin @ 1-15 bar)
Axt
sea F°otnom 6.
AX1
Installed below ceilings with slopes' up to and including a 8112 (33.7°) pitch. Refer to Figure 5 on page 147z.
UL
NYC
NSF'
16 ft. x 16 ft, (4.9 m x 4.9 m)
26 gpm @ 28.2 psi (98.4 Llmin @ 1,94 bar)
AXI
see Foomotas.
AX1
18 ft. x 18 ft. (5.5 m x 5.5 m)
31 gpm @ 40-0 psi (117.3 Umin @ 2.76 bar)
AXi
see Footnole5.
AX1
20 ft. x 20 ft. (6.1 m x 6.1 m)
31 gpm @ 40.0 psi (117.3 Umin @ 2.76 bar)
AX7
sea Foouhols 5.
AXi
Cover Temperature Rating
Cover Plate Finishes
Sprinkler Temperature Rating
X - 135 °F (57'C) cover 735t34', 73642' (large diameUer),
1 - Polished ChromeBrushed Chrome, Bri ht
, g
A - 165 °F (74 °C)
or 15394' (square cover plate)
Brass, Antique Brass, Brushed Brass, Brushed
Copper, Painted White, Painted Ivory, or Painted
Black"
�A19D f efor to the Approval C hait oil page 14Av. )
When using Viking ResldenUal Concealed Pendent Sprinkler VK457 for systems designed to NFPA 13L) or NFPA 13R, apply the listed areas afcover-
age and minimum water supply requirements shown In the Approval Chart on page 147w.
Fg[nstems designed to NFPA 1al. The number of design sprinklers is to be the four contiguous mast hydraulically demanding sprinklers. The minimum
required discharge from each of the four sprinkteFs is to be the greater of the fdfowing:
" The flow rates given in the Approval Chart w data page 147w for NFPA 130 and NFPA 13R applications for each listed area of coverage,
2L
Calculated Based an a minimum discharge Df 0.1 gpmisq, ft, overthe "design area" in accordance *ith sections 8.5.2.1 or 8.62.1.2 of NFPA 13.
Minimum distance between residential sprinklers: 8 ft. (2.4 rn).
NOTE: Concealed sprinklers must be installed in neutral ar negative pressure plenums nnly.
FIGLtR F P
L
FIGURE F AMPEL AP WTM 4.2 or 5.6 K-FACTOR SPECfM
�OSKJPPLCA7f5 CONCEALED
ANAM0PRNLERS PACESP6
O CHANGE IN ELE'. hTlerj
LU
SPF
Apallod Id4r l"pri p'"1 Technical Operation
Inalaldo In the pPnyM onehe With
RISER LOCATION (PER DETAIL)
CD
raer
Mein denedar parallel fo the root, the Data FIa [IC®B.9 &4.2), 141P tMGm-aj
(FigureF)arein-
SprinkieFbe
6AP1wabu[b
Uj
16nd&Modtto on
lendad in he used to provide pahtriecplon Approvals Tire glees bulb wnteine a 11u1d teat ex•
X�C NODE POINT FOR CALCULATION
of ai tic areas miside the scope of ap. LA & C-UL Listed- Mba appravaJa Dory ponds whom exposed to heat When the
pklca1Ion for the BB, 50. or HIP Sprin- apply to the w0co conditions indl• rated temQarefure la reached, the fiuid
J
Iera. When used, the AP Sprkrklers catee ry t4e pesign Criteria section on expands Sufficiently to shatter the glees
will pro,Ada a hydraulic ndventage over Pao 6 and,he Deaiga Gadelinea aBP buU filmmng the sprinkler to activate
� HANGER TIC DETAIL
Standard Spray Sprlr>tclers for the pro- bon on Page 8,) and water to Mow.
toctlon of atilt areas outside the 5=>0
01 appplication for the BB, SID, or HIP PI Thread Caenaaion BB pf.6 Bl & SO (K�.e)
riprinkierS. inch NPT far K=4.2 & 5.6 314 inch The assembly fa
NP o link W Oned by
NPT for K=8.0 of two link halves vAric#h are fdned b1'
S YMBDL LEGEND
`
Dlaeherge CaeHieienl 8 tin layer of solder. when Ills rated
K = 4.2 PMIpeI'n [&05 LPMfbarr) teanperaltRa Is reached, the colder
ire two k le halves sate ad
o.
K .- S.E GPMIpsi,r. (b6,fi LPMfbarlq meow Mowing
slowing the sprinkler to acnvata and
K = 8.0 GPMIpsi'� (115,6 LPhRrbarV�J hwater to slow.
Ten4Ne ture Radiate
Intermediate Temperature as follows:
for 613 & Ke)0},
-200°FI93°C (K4.2
HIP, AP
Uj
-212'F1100°C for 56 (K5.6), Sri
afaPEL
K ghN
ALLOWAE3LE
R [e) IN
Feet [m)
f'
aEWIMUM
FLOW. FLOW•
aPM fWm}
MIMMUM
PPEASl1FtE
PSI (bar),
F%W Dewy Runf V ,
CEYPIPE
SYSTEM
Wxymm
WATER
DELIVERY
TIMl,
Sea4rlee
Bel
9.0
TY41 on
5Eo (118,3}
8e 044)
22.E (1,5)
4-12 (,93J to less than 712 04
(01
B152
0.0
TY4161
:A0 011.3)
38 (144)
224 (1.5)
71.12 (58} la lass Ihm 102
(d
B83
9.0
iY4102
tea 11s.3)
40 052)
23.0 (1.7j
10:12 (93) r° 12:12 (1IIC}
(r)
Bat
fi.6
TY3fao
s40 (12,2j 10 ae0(19,3j
3a (f 44)
48.00,14
4,12 099 to love than 7.12
B82
6-a
TY8191
r40 (12.2) to 60 08A
M (144)
49.0 (3A
712 (58J ra less than 1012 [SSj
(g
B83
5,6
TY31e2
�a0 (12.2) to a0 pa.M
3e (144)
do-op-1
1012 (W ra 12:12 (1010
p:)
9131
6.8
TY3180
i40 (12,2)
25 (95)
2A.0 (1,4)
4t12 M to lees. than 7.12 (54
(4
Bat
66
TYa161
540112,4
26WB
20A(1,41
712(aAtoleee1han1072gAaj
(ra
10133
6.8
TY3102
I ar0 (12A
25 W
20,0(1,4
10:12 (EM 1. 12d2 (100
N
Bat
42
TY21an
1 i20 i6,1)
13 (48)
9.8(0.7)
3:12 i251 to Iwo than 7:12 T*
45 Ml
BB2
42
7Y21al
9201011)
1314B1
9.5 A7r
7:12 (58) to leas Doan 10.12 RM
4s (d)
11383
42
TY2192
s20 (6,1)
13 KM
%6 t0,7r
10:12 (am 10 f2:12 (100
45(d)
SD1
6.6
TY3183
ran R 1)10 t40 02,2)
35 030
39-0(2,7}
4:12 (33}to Ieaath n 712(59)
fq
5D2
5.a
TY3164
.30 0,1)10 540 rI2A
35 (132)
39-012,71
P12 158) to leas 14w 10:12 WM
fd
SD.3
6A
TY3185
5,30 R,1) to td0 02,2}
35 032)
39,M,7)
10:12 (0 to 12-12 (iOo)
[c]
5D1
6A
TY3fa3
>70 p,OI to s30 (B,1)
26 (BS)
20.0(1,q
4,,V 03i re awe than 7n.4 (big
(c}
SD2
66
TY0184
10 (3,0)10 5$P ((%1 }
25 (rut}
2a.a (1.4)
7:12 tr+ai tv Ipw Doan 1012 t83]
qo)
SD3
54
TY3f8S
AID (2,0) to 2:30 p.1}
25(95)
20.8(1.4)
10:12 (8%to 12:12 (100)
(c}
ant
5.6
TY3163
t10 Ao,
19 V4
11.6 (0,a)
412 (S9}1e leas than 7:12 t58l
(7}
202
.Le
7Y3104
00 P.M
19 CM
11,3 fog
7'12 (59) to leas imam 10121a3J
iI•±
S➢3
aU
TY3195
00 (3,0)
19 cm -
11.5 Mal
IE)A2 W) to T2:12 (SAD)
[a}
HP
5.6
TY3197
a20 (s,i) to S26 (9,a)
34 (1M)
39.0{Y )
4:12 pa} to I2:12 0 op
0
HIP
69
remaT
i20(d,1)
25p5j
20.(1(1,4)
4:12ff4loIZ-12000)
(a}
AP
5.6
TY3190
10 MI) x 1213,8)
.gqe neLe{e}
mum 0. 07 0 (q.4814" M1gF
(4,1 mri"njne9lpn Dws ty
g:12 (25J to 72.12 pop
600)
AP
4.2
TY2100
3:12 = fo 1212 (100)
a0 fd]
NOTES:
(a) The BS and SD roof span Is maasur°d lvrf a airy (rat alnrxj me ampa)ae rr� in Flgura 1 arW 2.
(b) The HIP roar span is isms wd hcnzwteify m u-mvn in FIS m 12.
(c} IMm to Mr adibw of NFPA 13, Seution 7.2.8.
(d) btu um w Iw dalkery time tar 41 sin of sysiams.
fa) The AP mar SW is measured Wong the slope. Ntaximrlm 10 Feet (3,1 ml parpendicutar to alcpc by maimim 12 real (3,8 m)
psra4e1 to slope.
W
APPROVAL
RIVERSIDE COUNTY RRE DEPARTMENT
LISA NOTrINGHA , FSS
-
i I'�'
PHE FIRE DEPT A11PROVAL FOR PLANS
VALID FOR ONE YEAR SIJt3ILsCF T O
C 1
� CC.)
MMPLIANCE �N1Ti�t APPLICABLE CODES
Q] '�
za0
� } Z
_
APPROVAL STAMP
J
CP J
CV
wr�,r� o
J
0 10' ELEV. m
HYDRAULIC SYSTEM ci7vc TO srsTtwM -
PRESSURE REGULATOR *FOR REFERENCE ONLY JOB NO: 31 197
TO BE SET AT 60 PSI DATE: 3f1 D114
This Building is Protected by a
TO DOM PTIC WATER SPARE SPRINKLERS SHALL _
Hydraulically Designed CCNTRU' VALVE FOR DOMESTIC NOT BE REQUIRED TO F DRAWN BY: F.L.
Automatic Sprinkler System. 5 GPM A LOWANCE PROVIDED PER 5.1.1.1 r-
1 8' ELEV.
Date installed 3112114 c� I °�
Location CALL AREA •1 � 1°CPVC RISER Q�p�� �Q4'J�
4 z' ELEV. GAUGE I 14-1 J2' x 30" k. CLASSIFICATION
Number of Splinklers 2 /ACCESS 00OR C-,
* LICENSE NO.
Basis of Design CONTROL BALL VALVE 1!2° tu1AlN lj N VALVE 58450D
1. DENSITY .05 gpmisq.ft.
2. DESIGNED AREA OF DISCHARGE FINISH GRADE p' ELEV_ DRAIN TO. E ERIOR STATIC 80 -10°k = 72 PSI OF CAL t fp��
512 sq.ft, I I RESIDUAL 20 - 10% = 18 PSI
1'/" COPPER L 1" METER I FLOWN 1500GPM
1. WATER FLOW RATE 26,0 gpm
System Demand 4 PSI L085 RUBBER FACED CHECK VALVE' SIZE - 24" X 36"
L-
WATER FLOW INFORMATION
iii � � _ J
2. RESIDUAL PRESSURE AT THE 4" PVC 1" COPPER K
METER 411
SCALE
BASE OF THE RISER _ 32.8 psi 3 70' N.T.S.
MAX 30 MAX ALL WORK FOR FIRS SPRINKLER _ f
-1.5' ELEV. SYSTEMS, INC. TO BE i[N AT B.O,R. IF SHEET 15 LESS THAN
Installed By Fire Sprinkler Systems, Inc. � ` 24" x 36' 1T 15 A REDUCED
-1.5' ELEV. -1.5' ELEV. PRINTSCALE
REDUCE ACCORDINGLY
n SHEET ID
HYDRAULIC NAMEPLATE UNDERGROUND DETAIL RISER DETAIL GENERk NOTES
N.T.S. N.T.S. (FOR REFERENCE ONLY) N.T.S. SHEETFPI0FFP3
4z
— - ---
I V-0" CLG
I.
6'-2" I
MASTER BEDROOM j
II Z-V CLG j
"mow"_j
11'-0" CLG
I
i
wit.
t 1 84. 3'-8'
I Z-6
GV
4'-5' "
5-2
I
\■
MASTER-BATHRO
10'-0" CLG
RISER
LOC
-----------------------------------
__..... ............. ........... .__._._.._
. . ...... ...
jl
II
II
VERANDA
I V-Cr CLG
l
I
I
I
�i
I
iii
_ _...-...... . ..... .............
... _...... ...... _ __-__-_ - .- ...... ....
. ..........
M IT-O" CLG
I --� T'T I 1
CV
14' —
f cat
J* Jf
11' S' 14'
AT ZONE
I GREAT ROOM HEATC
1TCHEN
12' 0" CLG
I 1'-a" cLG
I li
CAL C AREA ?
14
I I
L_.._ _... ........... .......S-. 5' 10" 14'
Es INA
I I 9-O' CLG
I
1 "
2'-6"
07 ...........
Ir.. 1€
(RIGHT SPRINKELf� 1
ROVIDE PrOTE(�,F
2' 3" Z-2" 3, 4' 3"
I
1 1 f "" n 1 rti1
ll i it
i C ! T-V
APCESS
1LAUNDRY
i � y 1i pe
r
1-3" 10'4'
W.I. .
12'-7" "
I
3 - CAR GARAGE 1I�1a
10'-0' CLG ap
r
I
2' 3" 11 10'-4"
1
O'bM 2/
9'-0 CLG
44 SQ. FT. L
11'-0" CLG
9'-O° CLG ,..._.._... �.... .._..._�. .._..----- - ._._...
16'
s'-10"
V-2"
! 7' __
9'-0" CLG®
4'-10" 3'-2
11 '-O' CLG !
_. _......_.. l`
it
DINING ROOM
12'-0" CLG I
1V
T-10' 3 G
I ® o
r-
1T-O" CLG
POWDER
9'-0' CLG 4'-1" 11'1
42 SQ. FT. 4' 9"
ENTRY
10'-0" CLG f
rQ
BEDROOM 2
10'-V CLG
12 T
10,
......... _..,,,...... .......... . --....._-....--
FIRE SPRINKLER PLAN
SCALE:114" =1l-0"
CV
COVERED COURTYARD
toy `�7
II
I
1
1
1
I
I
COURTYARD
BEDROOM 4
10'-O" CLG
I 6'
Sfl
N
ATHRoa CAL C AREA
� "CLG 20'x20'SPACINIG
10,
+ I 13
I
I I
I`
" I
I;
_._._ 20'x20' SP4ING_ - I
10' W:I:C. 4
10'-O"CLG 9"'tj
-..- 126
W,I.0
CLG —
r 4'-5"
VERANDAI
IBEDROOM3
10'-0"CLG
�r
. 01
h;���
SIZE • 14, Ihru 2" T ipe
MATERkAL • Carbon Steal
FINISH - Mil Gelvenlzed
LISTIN S
UL Usled: EX 4231. Ex 2551
PATENT - No. 6,648.276.
FUNCTION - To support horizontal piping - CPVC, Copper w Steal
A listed hanger in all 3 mourapng posilion, i.e. side of vertical sedate end
both topside and underside of horizontal surface.
A Ifs:ed retreIner providing vertical and laser restraint ire al the ebore
rnouning positions.
To pree,ent upward amvalxient of pipe that supplies a penden, sprinkler
fLastratnl
below the ceding.
ra ssbelxe vertical piping by providing horizontal restraint.
INSTALLATION - Per INFPA 130 Space by pipe type.
Insl"II on wood- cti7ncreaea srael.
Snap aver pipe, they, squeeze strap back allovAng pipe to s"a freely.
When P 905 threuds are exposed in woad, nsaM #906 bacidng red.
FASTENERS•
'WOOS' ULLlsled pc; 24FPA 13
CPVC pipe - 9905 stray - no pno-dn!
Copper pipe - #905 screw - r pre-dril
Steel pipe-1la-"11rr lag sure -rw P'"rill R�-v Lit
Thm 518" gyps4'n hoard - 114'xt' lag saaw
'STE€4- t1t. Listed par NFPA 13 - men 18 GA
CPVC ppe - 114- w #14 Tak Screw
Copper pipe - I or #14 Tek screw
Steel pl pa - 114" or #14 Tak Screw
'CONCRETE' Required minimum load each fastener
The higher of I m bo or 5fw11+25LNSs
2'
FEATURES-
- 1 V2, Orfael - pipe vm1 to mow ing surface
3M' and i' pipe size made with c mnaon canlemim
Lag daalgr, produces supe"or strength
'Offael edge ellminewe abrasion
' AFCON N905 sa listed lorwood has Si 6* hex hand - lududed
ORDERING - Part M and plpo size
Nominal Pipe Size (in.)
'/,"
1"
11/4'
1'A'
2"
2'/V
3"
3'l2'
4"
5'
6'
8'
Steel pipe except threaded
N14
12'4'
IZ-0'
15'-0"
1T-0"
15'-0"
164'
15'-0"
1F-O'
15'-4"
15'-0"
15'-0"
lightwall
Threaded lightwall steel
NIA
12'-O"
12'-0"
IZ-O'
12'-0'
12'-0"
12'-0"
NIA
NIA
NIA
NIA
NIA
pipe
Coppertuhe
R-O"
8'-0"
10'-0"
`!M'
12'-W
12'-0"
1Z-0"
15'-0"
15'-0"
IS'-0"
15'-0"
15'40"
CPVC
6-6"
6'-0"
6%- :
7'-0"
8'-0'
9'-0"
1 Y-0"
NIA
NIA
NIA
NIA
NIA
Polyhutylene (IPS)
NIA
3'-9
4'-7"
5'-0"
Y-11"
NIA
NIA
NIA
NIA
NIA
NIA
NIA
Polybutyl4ene (CTS)
2'-11"
T-d"
NA V
4'-0"
5'-5-
NIA
NIA
NIA
NIA
NIA
WA
NIA
Ductile iron pipe
NIA
NIA
NIA
NIA
NIA
15'-0"
NIA
NIA
IT-O"
NIA
15'-0"
15'4r
514 STEEL - COPPER - C. P. V C. HANGER
NOT TO SCALE
21 A l
�k
SIZE & PIPE TYPE -
3r4" THRU 3" C.P.V.C. PIi"E
LISTINGS -
UL LISTED, EX 4231, EX 2551
INSTALLATION - PER NFPA 13D
INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEN
" SPACE BY PIPE TYPE
FASTENERS -
in WOOD:
314" - 3" CPVC PIPE - #905 SCREW - NO PRE -DRILL
in STEEL:
34' - 3" CPVC PIPE - 114" OR 014 TEK SCREW
Nominal Pipe Saxe (In.)
1'/,"
1 W
2"
2'/"
3'
3'!s"
4"
5"
Steel pipe except threaded
I ightwall
NIA
12'-0"
174'
W-0"
16-0"
15'.0"
15'-0"
15'-0'
15'-0"
15'-0"
15-0'
1V-0'
Threaded lightwall steel
NIA
12-0"
12'4'
12'4'
1Z-0'
IZ-0"
12'-0"
NIA
NIA
NIA
NIA
NIA
pipe
Copperwll a
8'-0"
8'-0'
10'-0"
10'-0"
12'-0"
17-0"
12'-O"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0'
CPVC
5-6'
6%0"
6'-6'
7'-0"
8'-0'
9'-0"
1V-0"
NIA
NIA
WA
NIA
NIA
Polybutylene (IPS)
NIA
3'"9'
4'-7'
5'-0'
5'-11'
NIA
NIA
NIA
NIA
TA
NIA
NIA
Polybutylene (CTS)
2'-11'
3'-4'
T-11"
4'-5'
5'-5"
NIA
NIA
NIA
NIA
MA
NIA
NIA
Ducdle iron pipe
NIA
NIA
NIA
N1A
NIA
16-0"
NIA
NTA
16-0"
NIA
15'-0"
15'-0"
510 STEEL - COPPER - C. P. V. C. HANGER
NOT TO SCALE
TOTAL LIVING AREA - 3,771 SQ. FT.
3 - GARAGE -AREA- 734 SQ. FT.
DESIGN AND INSTALLATION SHALL
CONFORM TO NFPA 13D, 2013 ED,
NOTES:
1- ALL HEAD SPACING TO BE 15'x16', UNLESS OTHERWISE
NOTED.
2. ALL PIPES TO BE 3I4" 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 ATANY FAU
WITHIN THE ATTIC. RISER PIPE AND FITTINGS TO BE Y"
CPVC WHICH WILL BE INSULATED ALL AROUND.
6, ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE
PROVIDED WITH MIN. 6" INSULATION ON THE ATTIC SIDE OF
THE PIPING TO AVOID EXPOSURE OF THE: PIPING TO
TEMPERATURES IN EXCESS OF THE PIPES RATED
TEMPERATURE (2013 NFPA 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:
(1) THE AREA OF THE SPACE DOES NOT EXCEED 24sgft.
(2) THE LEAST DIMENSION DOES NO EXCEED 3ft.
(3) THE WALLS AND CEILINGS ARE SURFACED WITH
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,
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svblrwm INC.
f
LICENSE NO.684600
•
CUSTOM, TRACT, MULTI -FAMILY
AND COMMERCIAL
■
DESIGN, ENGINEERING AND
INSTALLATION
•
705 E. HARRISON ST., SUITE 200
CORONA, CA 92879
PH - 800-915.3473
FAX - 951-272-2535
The recipient of these plans
hereby acknowledges that all
plans, details, specifications or
methods of installation
Contained in this sat of plans is
the sole property of Fire
Sprinkler Systems, Inc. and
that any use of this set of pplens
is prohibited and is a violation
of copyright laws without first
receiving ppermission from Fire
Sprinkier Svstems.
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JOB NO: 31197
DATE: 3110/14
DRAWN BY: F,L.
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rP
CLASSIFICATION
C-16
* LICENSE NO.
684600
SIZE - 24" X W
SCALE 1f4" = 1'
IF SHEET IS LESS THAN
24" X 36" IT IS A REDUCED
PRINT SCALE
REDUCE ACCORDINGLY
SHEET ID
PLAN 4.3771
FIRE SPRINKLER PLAN
SHEET FP2 OF FP3
11
DATE: 3/12/2014 S:\2014\31197\C'_�\PLAN 3771.rdf Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
BELMONT COLLECTION "PLAN 3771"
LA QUINTA, CA
TRACT 32879
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 3/12/2014
File No: 31197
Data File Name: PLAN 3771.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 (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, Node Total Avail.
Req'd
Flowing Flow (psi) No. Flow Press.
Press.
1 13.0 7.6 14 18.0 72.0
28.0
2 13.0 7.6 14 31.0 72.0
52.8
REVIEWING AUTHORITY
RIVERSIDE COUNTY FIRE DEPARTMENT
DATE: 3/12/2014 S:\2014\31197\C'-'�\PLAN 3771.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 3.29 28.0 ---- 31.0 9.01 52.8
150 2 0.995 6.0 ---- -1.5 ---- ---- 0.09 0.00 24.8 ---- 0.25 0.00 43.8
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 24.8 ---- 31.0 4.98 43.8
21.0 ---- -1.5 ---- ---- 0.02 0.00 18.9 ---- 0.05 0.00 34.9
LG ---- -1.5 ---- ---- 18.0 0.20 18.9 ---- 31.0 0.54 34.9
3.0 ---- 2.0 -5 5 0.03 1.52 17.2 5 0.08 1.52 32.8
4 4 6.00 3RS -__- 2.0 -5 5 13.0 0.52 17.2 5 26.0 1.88 32.8
150 5 1.101 11.0 - 8.0 -----0.03 2.60 14.1 ---0.11 2.60 28.3
' S 5 2.00
150 10 1.101
6 10 8.00
150 11 0.874
7 11 59.50
150 12 0.874
8 12 6.00
150 13 0.874
C ---- 8.0 ---- ---- 13.0 0.09 14.1 ---- 26.0 0.33 28.3
1.0 ---- 10.0 ---- ---- 0.03 0.87 13.1 ---- 0.11 0.87 27.1
LR ---- 10.0 ---- ---- 13.0 1.23 13.1 -- 26.0 4.42 27.1
5.0 ---- 10.0 ---- ---- 0.09 0.00 11.9 ---- 0.34 0.00 22.7
B5R ---- 10.0 ---- ---- 6.6 1.79 11.9 ---- 12.9 6.30 22.7
8.0 ---- 10.0 ---- ---- 0.03 0.00 10.1 ---- 0.09 0.00 16.4
B ---- 10.0 ---- ---- 0.0 0.00 10.1 ---- 0.0 0.00 16.4
3.0 ---- 10.0 ---- ---- 0.00 0.00 10.1 ---- 0.00 0.00 16.4
9 12 78.00 LB9R ---- 10.0 ---- ---- 6.6 2.50 10.1 ---- 12.9 8.77 16.4
150 14 0.874 16.0 ---- 10.0 4.71 13.0 0.03 0.00 7.6 13.0 0.09 0.00 7.6
10 14 5.50 B ---- 10.0 4.71 13.0 -6.4 0.22 7.6 13.0 -0.1 0.00 7.6
150 15 0.874 3.0 ---- 10.0 4.71 ---- -0.03 0.00 7.8 13.0 0.00 0.00 7.6
11 15 80.50 LB9R ---- 10.0 4.71 ---- -6.4 2.49 7.8 13.0 -13.1 9.21 7.6
150 16 0.874 16.0 ---- 10.0 ---- ---- -0.03 0.00 10.3 ---- -0.10 0.00 16.8
12 16 50.50 2B5R ---- 10.0 ---- ---- -6.4 1.59 10.3 ---- -13.1 5.87 16.8
150 11 0.874 11.0 ---- 10.0 --- -0.03 0.00 11.9 - -- -0.10 0.00 22.7
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
DATE: 3/12/2014 S:\2014\31197\C?'�\PLAN 3771.rdf 11'-) Page 3
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 7.42 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 6
at 13.90 ft/s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
PAGE: C
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.874
1.00
4.00 3.00 1.00
1.00
5.00
2.00
0.00
0.00
0.00
1.101
1.00
5.00 5.00 1.00
1.00
8.00
2.00
0.00
0.00
0.00
PAGE: K
MATERIAL: Copper Tube-K
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
0.995
1.00
2.00 6.00 2.00
2.00
6.00
0.00
0.00
0.00
0.00
PAGE: L
MATERIAL: Copper Tube-L
HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.265
1.00
3.00 6.00 2.00
2.00
7.00
0.00
0.00
0.00
0.00
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.360
2.00
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. 500814.44 )
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.05 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.05 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\31197\C1�\PLAN 3771.rdf ^1 Page 4
WATER SUPPLY CURVE
75.0
67.5
-B
r
I
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 @ 31.0 gpm
B = Required Water Supply D = Required Water Supply
28.0 psi @ 18.0 gpm 52.8 psi @ 31.0 gpm
DATE: 3/12/2014 S:\2014\31197\('— C\PLAN 3771.rdf I,-) Page 5
DATE: 3/12/2014 S:\2014\31197\r_)F\PLAN 3771.rdf '� Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,CA 92879
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
BELMONT COLLECTION "PLAN 3771"
LA QUINTA, CA
TRACT 32879
10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 3/12/2014
File No: 31197
Data File Name: PLAN 3771.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 F1ow: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 20.0 18.0 13 25.0 72.0
49.6
1 20.0 18.0 13 25.0 72.0
49.6
REVIEWING AUTHORITY
RIVERSIDE COUNTY FIRE DEPARTMENT
DATE: 3/12/2014 S:\2014\31197\('�C\PLAN 3771.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
49.6 ----
25.0
6.06
49.6
150
2
0.995
6.0 ----
-1.5
---- ----
0.17
0.00
43.5 ----
0.17
0.00
43.5
2
2
70.00
31, -4.0
-1.5
---- ----
25.0
3.34
43.5 ----
25.0
3.34
43.5
150
3
1.360
21.0 ----
-1.5
---- ----
0.04
0.00
36.2 ----
0.04
0.00
36.2
3
3
4.00
LG ----
-1.5
---- ----
25.0
0.37
36.2 ----
25.0
0.37
36.2
150
4
1.265
3.0 ----
2.0
-5 5
0.05
1.52
34.3 5
0.05
1.52
34.3
4
4
6.00
3RS -----
2.0
-5 5
20.0
1.16
34.3 5
20.0
1.16
34.3
150
5
1.101
11.0 ----
8.0
----- ----
0.07
2.60
30.5 ----
0.07
2.60
30.5
5
5
2.00
C --
-
8.0
---- ----
20.0
0.20
30.5 ----
20.0
0.20
30.5
150
10
1.101
1.0 ----
10.0
----- ----
0.07
0.87
29.5 ----
0.07
0.87
29.5
6 10 8.00
150 11 0.874
7 11 59.50
150 12 0.874
8 12 6.00
150 13 0.874
LR ---- 10.0 ---- ---- 20.0 2.72 29.5 ---- 20.0 2.72 29.5
5.0 ---- 10.0 ---- ---- 0.21 0.00 26.7 ---- 0.21 0.00 26.7
B5R ---- 10.0 ---- ---- 13.5 6.83 26.7 ---- 13.5 6.83 26.7
8.0 ---- 10.0 ---- ------ 0.10 0.00 19.9 --- 0.10 0.00 19.9
B ---- 10.0 ---- -- 20.0 1.88 19.9 ---- 20.0 1.88 19.9
3.0 ---- 10.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0
9 12 78.00 LB9R -- 10.0 ----- ---- -6.5 2.46 19.9 ---- -6.5 2.46 19.9
150 14 0.874 16.0 ---- 10.0 ---- ---- -0.03 0.00 22.4 ---- -0.03 0.00 22.4
10 14 5.50 B - 10.0 ---- ---- -6.5 0.22 22.4--- -6.5 0.22 22.4
150 15 0.874 3.0 ---- 10.0 ---- ----- -0.03 0.00 22.6 ---- -0.03 0.00 22.6
11 15 80.50 LB9R ---- 10.0 ---- ---- -6.5 2.53 22.6 ---- -6.5 2.53 22.6
150 16 0.874 16.0 ----- 10.0 --- -0.03 0.00 25.1 ---- -0.03 0.00 25.1
12 16 50.50 2B5R ---- 10.0 ---- ---- -6.5 1.61 25.1 --- -6.5 1.61 25.1
150 11 0.874 11.0 ---- 10.0 ---- ---- -0.03 0.00 26.7 ---- -0.03 0.00 26.7
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
DATE: 3/12/2014 S:\2014\31197\(-)C\PLAN 3771.rdf Page 3
Fitti,eg 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 8
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
PAGE: P
MATERIAL: PVC HWC: 150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
L B R
C
S
G
X
Y
Z
45 Ell
90 Ell TeeBch TeeRun
Couplg
SwgChk
GatVly
X
Y
Z
1.360
2.00
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 0.10 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.02 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\31197\r)C\PLAN 3771.rdf
!, Page 4
0
75.0
67.5
P
60.0
R
E
52.5
S
S
45.0
U
R
37.5
E
30.0
f
i
P
22.5
S
I
15.0
I
7.5
0.0 � I — i
04 8 12 16
WATER SUPPLY CURVE
C
20 24 28 32
FLOW (GPM)
36 40
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
49.6 psi @ 25.0 gpm 49.6 psi @ 25.0 gpm
�iATL�R
,$mil Residential Connection Charge Estimate
Date: April 21, 2014
Customer Name: Lennar. Homes, Inc.
Parcel No. 767-790-055
Address: 81305 Storm Cat Crt, La Quinta
Phone No.
Geo.
LID:
669366
(951) 817-3526
06-07-15-2
Block No.
Lot No.
216
Size of Lot:
23,522
sq. ft. Tract No. 32879
Type of Service:
R-1:
Duplex:
❑
Triplex: ❑ Apts: ❑
SWK:
$
-
Acres:
0
SWSC: $12,218.00 /acre
WSBFC:
$
3,707.00
r
SCC:
$
4,851.00
Treatment:
$2,395/edu Collection: $1,836/edu
Meter:
$
400.00
Meter Size:
I
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'
Max. Flow=
Min. Pressure=
Fire Sprinkler Demand*
Max. Flow=
Min. Pressure=
5jMtempe:
Multi
15-20 gpm
60 psi
31.5 gpm
49 psi
Stand Alone ❑
* CVWD USES WORST CASE CONDITION
Service Connection**
Max. Flow*= 31.5 gpm
Inlet Pressure = 77 psi
Outlet Pressure= 51 psi
Meter Size = 1 inch
Service Size= 1 inch
*• For Calculation Purposes- Service Connection Includes:
Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve
Notes: Tract No. 32879, Griffin Ranch, Phase 113-213 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 a _.. Approved by: ``�;r Date: �.1 / 31
......Kral _ .
cvwd-950
*********This is iust a QUOTE. all fees are subiect to Chanvre********* 11/11
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
J U R U PA 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
I(�IHN BENOIT
DISTRICT 4
N`ARION 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.rvefire.org
April 30t1i,2014
Fire Sprinkler Systems
705 E. Harrison Street,Ste.# 200
Corona, CA 92879
Re: Residential Fire Sprinkler Plan Review
LAQ-I4-RS-031, Belmont Lot 216, 81-305 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'/ 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 FIR; DEPARTMENT
IN COOPERATION WITH
THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION
77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886
■ Fax (760) 863-7072
www.rvcfire.org
March 28, 2014
Fire Sprinkler Systems
705 E. Harrison St. #200
Corona, CA
Re: Residential Fire Sprinkler Review
LAQ-I4-RS-031 Belmont 81-305 Storm Cat Ct. Lot 216 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,
'�7. SA"I,
Jason Stubble
Fire Safety Specialist
Otero, Stephen@CALFIRE
Subject: LAQ-I4-RS-031 - GRIFFIN RANCH/PIMLICO LOT 216 - RES SPK FINAL
Location: 81305 STORM CAT COURT LOT 216, LA QUINTA
Start: Tue 7/22/2014 2:30 PM
End: Tue 7/22/2014 3:00 PM
Recurrence: (none)
Organizer: Hetrick, Kohl@CALFIRE
Rep. Name:
Phone#:
Cell#:
Co. Name:
HYDRANT SYSTEM
PASS I
FAIL
FIRE ALARM
PASS
FAIL
Thrust block pre -pour
Rou h-wire inspection
Underground rough
Function test
Under round hydro
Duct detectors/velocity
Flush
24 hr. battery test
Final
Sprinkler monitoring
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
Delu e/ re -action
Weld inspection
Final
Overhead rough 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
Detections stem
Spray booths
Function Test
Hood/duct extin uishin
Gas/Electrical shut-off
High pile rack storage
Nozzle model/placement
H.P. vents/access/corridors
Fire alarm connection
Tract access/hvdrant 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:
; aQ
Finish Time:
Start Time:
Finish Time:
1
Stubble, Jason@CALFIRE
Subject: LAQ-I4-RS-031 - BELMONT - LOT#216 - O.H. ROUGH
Location: 81305 STORM CAT COURT, LOT#216, LA QUINTA
Start: Fri 5/2/2014 9:00 AM
End: Fri 5/2/2014 9:20 AM
Recurrence: (none)
Organizer: Stubble, Jason@CALFIRE
Rep. Name: Jr
Phone#: 951-733-0485
Cell#:
Co. Name: FSS
CrossSt:
HYDRANT SYSTEM
PASS
FAIL
FIRE ALARM
PASS
FAIL
Thrust block pre -pour
Rough -wire inspection
Under round rough
Function test
Underground hydro
Duct detectors/velocity
Flush
24 hr. battery test
Final
Sprinkler monitoring
SPRINKLER U.G.
Final
Thrust block pre -pour
SPECIAL SUPPRESSION
Underground rough
Door fan test
Under round hydro
Abort test
Flush
Mechanical shutdown
Final
Detector test
FIRE SPRINKLER
Deluge/pre-action
Weld inspection
Final
X
Overhead rough piping
UST/AST TANK
Overhead hydro
Installation
UG flush / OK to connect
Removal
Main drain/Ins ect. Test
Emer e 2Y shut off
High pile storage
Primary piping
In-racksprinklers
Secondary piping
Hose racks
Dispensers & shear valves
Final
Final
KITCHEN HOOD EXTINGUISHING
MISC. INSPECTION
Detections stem
Spray booths
Function Test
Hood/duct extinguishing
Gas/Electrical shut-off
High pile rack storage
Nozzle model/placement
H.P. vents/access/corridors
Fire alarm connection
Tract access/hydrant verification
Final
I 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 N4 1,S)k..
Final for occupancy
Start Time:
I VOW
I Finish Time:
Start Time:
I I
Finish Time:
1
Riverside County Fire Department Fire Protu-tion Planning Section
Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955.4886
Murriela Office: 39493 Los Alamos Rd., Ste A, Murriela, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164
Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 92211-41 31 Ph- (760) 863-8886 (760) 863-7072
Fire Department Clearance/Release
Date: -q - 2�-- ��A
To: La D �r 1��► ��Q
Fax:
Tract/Parcel Map #:
Permit/Lot #: LAD - N
Job Site Address: 3 JS S ���M (AC-:� v
LA OU A > ��),53
Final For Recordation
Release For Building Permit(s)
Shell Final Only (No Tenant)
Final ForOceupano� SQC,K-1I025-5
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. 1,
Authorizing Signature For Release
Print Name
Farm C — Revised 1/15/2014
Riverside County Fire Depurtment
Riverside Office:
2300 Market Street, Ste. 150
Riverside, CA 92501
Phone: (951) 955-4777 - Fax: (951) 955-4886
PLAN REVIEW FORM
0 New C] Re -Submittal # 1 D As-buiilts
Perm "64-61 _ Lk
•
Address: Iil. t-
i
City & Zip: Qri
J
Fire Protectlon Planning
Palm Desert Office:
77-933 Las Montanas Rd., Ste 201
Palm Desert CA 92211
Phone: (760) 863-8886 - Fax: (760) 863-7072
Office Use Only
RECEIVED
APR 2 2 2014
RNERSWE COUNn MM
Mo7wHON PLANMG
P"tMi&W
I have read and understand that Fire Dept. fees are
Deposit Based Fees and there may be additional
money due prior to or after project final.
Sign: �-<D _ /J . V ,
Print: Y DESCOTEAUX
Can#at,
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 aermit. Any changes in billing information must be made in writing to our office. _
❑ Commercial O Industrial
ntial ❑ Special Event ❑ Other
,p Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water
D,Sprinkler System ❑ TI Sprinkler System El Sprinkler Monitoring O Fire Alarm System
d Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site
❑ High Pile/Racks ❑ Other:
Story - a Tank Submittals: D Dispensers Only ❑ Above Ground ❑ Underground
n
Fee Paid:
Reviewed b . -
Date Paid: `
PC Review Date:
Check#: 0 Approved ❑ Denied
Received By: Plans Stamped: ❑Yes ONO
Letter Attached: ❑Yes ONO
Receipt#(OCR) Job Card Included: DYes ❑NO
Called for Pick -Up
Date: By:
Picked -Up
Date: 5 i . I By:
Shipped By / Method
Form 1 - Revised I OnW20I0
Visit us at www.rvcfire.ora
T.,
Riverside County Fire Depu-tment�
Riverside Office:
2300 Market Street, Ste. 150
Riverside, CA 92501{
Phone: (951) 955-4777 - Fax: (951) 955-4886
PLAN REVIEW FORM
El New ❑ Re -Submittal # ❑ As-builts
Permit No.,6,-12s - U-5 1
Project Information (Please Print)
BELMONT / TRACT 32879 / PLAN 4 MODEL
Tire Protection Planning
Palm Desert Office:
77-933 Las Montanas Rd., Ste 201
Palm Desert CA 92211
Phone: (760) 863-8886 - Fax: (760) 863-7072
Office Use Only
Z Tfi
Plans Received
Project Name: I have read and understand that Fire inept, fees are
LOT 216 / 81-305 STORM CAT COURT Deposit Based Fees and there may be additional
Address: money due t❑ or after project final.
LA QUINTA Sign:
City & Zip: Print: Y SCOTEAUX
Contact Information Billing Information --_J�ame as Contact Info
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.: Fax:
Email: AMYD@FIREINC.NET Email:
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.
rlan Review Type IUneck appropnate Items)
❑ Commercial ❑ Industrial El Residential ❑ Special Event ❑ Other
❑ Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water
El Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring Q Fire Alarm System
❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site
0 High Pile/Racks ❑ Other:
Storage Tanlc Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground
7ffICP Ilse
Fee Paid: .ems S Called for Pick -Up
Reviewed by:
Date Paid: -3
PC Review Date: Z ( Date: By:
l 7G
Check#: ;7-94 77 7 ❑ Approved 16 Denied Picked -Up
Received By: Plans Stamped: ❑Yes [19NO Date: By:
Letter Attached: ®Yes ❑No
Receipt#(OCR) Job Card Included: ❑Yes ®No Shipped By / Method
Form 1 — Revised 10/27P2010
Visit us at www.rvcfire.or