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LAQ-14-RS-033 Pimlico Plan 1ADDITIONAL SITES CHRONOLOGY CONTACTS CONDITIONS Description: 4,036SF DWELLING/VB/RES-3/CLASS A-FR/13D Type: BUILDING, RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 12/17/2013 Parcel No: 767320999 Site Address: 81280 STORM CAT CT LA QUINTA,CA 92253 Approved: 3/18/2014 Subdivision: Block: Lot: Issued: Lot Sq Ft: Building Sq Ft: Zoning: Finaled: Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: No. Stories: No. Unites: Details: AFTER BEING RE-CONVERTED FROM A MODEL HOME TO THE ORIGINAL SINGLE FAMILY DWELLING THIS PERMIT WAS FINALIZED PER BSPN2017-0023. RIVERSIDE COUNTY FIRE PERMIT #LAQ-14-RS-033. 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 $154.98 $154.98 3/25/14 Total Paid for ART IN PUBLIC PLACES-RES: $154.98 $154.98 BLDG PC 200K-1M 10160003428200 $1,294.24 $1,294.24 3/25/14 Total Paid for BLDG PC 200K-1M: $1,294.24 $1,294.24 BLDG STDS ADMIN (SB1473)10100002030600 $11.00 $11.00 3/25/14 Total Paid for BLDG STDS ADMIN (SB1473): $11.00 $11.00 Printed: Wednesday, February 28, 2024 2:51:45 PM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-13-1628 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 $608.15 $608.15 3/25/14 PERMIT FEES 0 $191.64 $191.64 3/25/14 Printed: Wednesday, February 28, 2024 2:51:45 PM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-13-1628 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES PLUMBING 2013 - SEWER CONNECTION 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 $369.51 $369.51 3/25/14 Total Paid for PERMIT FEES: $1,479.16 $1,479.16 PLAN CHECK, ELECTRICAL 10160003428200 $67.23 $67.23 3/25/14 Total Paid for PLAN CHECK, ELECTRICAL: $67.23 $67.23 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 $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 $26.20 $26.20 3/25/14 Total Paid for STRONG MOTION (SMI) - RES: $26.20 $26.20 TUMF: RESIDENTIAL 22400002032000 $1,837.44 $1,837.44 3/25/14 Total Paid for TUMF: RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$13,707.29 $13,707.29 Printed: Wednesday, February 28, 2024 2:51:45 PM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-13-1628 BOND INFORMATION PLUMBING 2013 - UNDERGROUND PLUMBING KIRK KIRKL 4/1/2014 4/1/2014 APPROVED BUILDING 2013 - FOOTINGS KIRK KIRKL 4/30/2014 4/30/2014 APPROVED BUILDING 2013 - OKAY TO WRAP KIRK KIRKL 4/30/2014 4/30/2014 APPROVED BUILDING 2013 - SLAB KIRK KIRKL 4/30/2014 4/30/2014 APPROVED BUILDING 2013 - FRAMING KIRK KIRKL 5/16/2014 5/16/2014 APPROVED BUILDING 2013 - LATH KIRK KIRKL 5/21/2014 5/21/2014 APPROVED BUILDING 2013 - DRYWALL NAIL KIRK KIRKL 5/22/2014 5/22/2014 APPROVED PLUMBING 2013 - SHOWER PAN KIRK KIRKL 5/22/2014 5/22/2014 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 6/24/2014 6/24/2014 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 2:51:45 PM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-13-1628 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/21/2017 JAKE FUSON CERTIFICATE OF OCCUPANCY SFD-13-1628 - CERTIFICATE OF OCCUPANCY.pdf 1 Printed: Wednesday, February 28, 2024 2:51:45 PM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-13-1628 January 13, 2012 Sprinkler 149m 13DICRC 313.3 GENERAL NOTES FREEDOM" RESIDENTIAL February3.2012 Sprinkler 147u o X M � w + e • PENDENT SPRINKLER wa.ldwd. HIGHWAY 111 Gi cJ7 FREEDOW- RESIDENTIAL c�,�sa www.ryca-1leoom 1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE _ DR. CARREU BLVD F=rm Protection w4j VK468 (K4.9) ■ • ~- CONCEALED PENDENT INSTALLED IN ACCORDANCE WITH NFPA 13D, 2013 EDITION AND THE The Viking Corporation, 214 N Industrial Park Drive, Hastings iVfl 49058 SPRINKLER VK457 (K4.9] REQUIREMENTS OF RIVERSIDE COUNTY FIRE DEPARTMENT. Telephone: 2b994rs-9501 Technical Services; 877-384-54Sd Fax: 2 9-818-168b Errrail: techsvcs@vikingcorp.cartl Models BBy SDp "� F.. andAP 2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH AVENUE 4-8 The liking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 "SPOt"IG ApAIkefian SpfiinkiLrs THE ROUGH AND FiNAL INSPECTION PRIOR TO OCCUPANCY BEING GRANBE I. DESCRIPTION Telephone: 269-9455501 Technical Services: 877-384.5464 Fax: 269-818-1660 Email: techsvcs@vikingcorp-corn Farr�r�te�l[ ngAttil"" NOTIFIED Ed_ THE JURISDICTIONAL WORFIRKING PREVENTION OFFICE WILL E Viking FresdorrP Residential Pendent Sprinkler VK468 is a small, thermosensitive, glass- - 0 WORKING DAYS IN ADVANCE OF THE _ 4 bulb residential sprinkler available in several different finishes and temperature ratings to _ f;J' 1. DESCRIPTION R° s - ff AVENUE 9 . .. .. .. canon l: spm-LJ REQUESTED r � , . •. .. , � � k17rS apra�ale reef 5�pdnklare to t?& �r'�°°°m."•�m �,.�•,��+,..t.`m'.: meet va in design requirements- The orifice design, with a K-Factor of 4.9 (70.8 metric?}, = Viking Freedoms Residential Concealed Pendent Sprinkler VK457 is a small o ry 9 q 0 - '- _ D S�HJ�#�oA • Liumd rtpdandedcaversgeincam- =*":r 3. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS, allov�rs efficient use of available water supplies for the hydraulically designed fire -protection �J ` high-serlsilivity solder link and lever residential sprinkler designed for installation °an�la `dn°mrV,wr system. The lass bulb operating element and special deflector characteristics meet the - . - _ T11e rYco tailored as (Back to Back), 5 9O Single DireGtior191], HIP, and AP tAt- r-v�ecais M1v $11ded in bothwet and AVENUE .� LU Y g p 9 P - cn concealed pipe systems where the appearance of a smooth ceiling Is desired. x 1Cw �•SpeCIACAppdEceton3prinkala dry ��. 4. NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL g p The orifice design, with a K-Factor of 4.9 (70.6 metric''), allows the sprinlder's of = ` . Fur -male teeter, ror uw in woad MEMBERS SHALL BE iN ACCORDANCE WITH CALIFORNIA BUILDING CODE. challenges of residential s rinkler standards. 1 ._ I ( g � .x,-- � � :?� Far Pmtxang PS(Ica' are tire aprlra0ere I fcient use of available water supplies for the hydraulically designed Tire -protection '' = far combustible and rw-c uWbla truss canclruc+r0n. �. LiST1NGSANE]APPR>'JVALS v... sloped atticspau&The Mad9lBaSIX ,LilatadrarepectfklrooslopesF-ew In f system. The operating element and special deflector characteristics meetthe chat- and HiP am Spacft Application Aft 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER cULus Listed: Category VKr<W Spntvaw,pllc as Combustiblethe Model an -Is n mre dla � AVENUE 51 e I. d5 g ry � ,- lenges of residential sprinkler standards. ., .. .., ... �� 5pacthcAppldgafm Combustible Can- The sI?ad0p App6CtrtiOn Anlc spr6,- U.L. LISTED. s S nkler havi c - L� .: • ..... .. easier 3r,ac poi n9 min Ides pro,Ildethe heat level d prvtx NYC Approved: MF� 89 g2-E, Vaiume 35 . j' The sprinkler is pre assembled with a threaded adapter for insta€latian With a law- _ eppacaoan a tmriatoritsuae,+sn+trar uon aria cwtao+ cost by eli hating --. z profile small -diameter cover assembly installed flush to the ceiling. The two-piece Monet BR, SO, and HIP In aft spac Otewed foraddit-ar,ai aprinklerewld 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING NSF Certified: NSFIAN51 Standard 61, Drinking Water System Components >r ea d6cAppt>anonAtticsprinlaara brenc an. a anti In narycesee,an �j Refer to the Approve[ Chart an page 1490 and Design Cr feria an page 149r for design allows installation and testing of the sprinkler prior to installation of the p desu�riwtrepratacvonman attic can he sntirelt proued wkh '=:-=w . ITS FUNCTION. AVENUE 52 cover late. The "push -on'. "thread -off' design of the concealed cover late as i ° °ire' dry IgCatad he°" y. p 9 p lard spray sPrtn da a cast savi tgs ere the peak or the roof using Modal BB. . cULus Listing requirernenis that must be followed, - _ 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM sembly allows easy installation of the covet- plate after the system has been tested _ i�':+• __ acr,ia,�m syetiabneting arenawns me- taacxto Back) spr:udrrs. It is M. ; 3. TECHNICAL DATA and the ceiling finish has been applied, while also providing up to 2' (12.7 mm) of _ ~-� � la�borr•TTheSSppwiftAAMIJ04 nsprn- orWde Hulafflatbort IPsprinkRD l oneella `neolna� PLUMBING GODS, PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY iders tar Pnxecting Attics- have un- Berottheaelprr*lertype9 sautricent M. AFCON MFG. ARE U.L- LISTED AND ARE INSTALLED ACCORDING TO THE AVENUE 53 vertical adjustment. The cover assembly can be removed and reinstalled, allow- dargarie7,emost whwWveareiesl ateatcheraaMingcmwed.Foreoam- �` Specifications: awperf0rmadforslopedatticspaces. pleandaeaur,,,ngtheuseofst °,a� HANGING REQUIREMENTS IN THEIR TECHNICAL DATA {SEE DETAIL}, � Available since 2006. rig temporary removal of ceiling panels without taking the sprinkler system out of W They we UL Elated with that epeclfk: Spray Bprink(err, a syslent bt a BD loot w Minimum operating Pressure. Refer to the Approval Chart service or removing the sprinkler. appraetlon 9L%dl:r141 ruseasspe- pa,3 Itch, tattle w10 d he 2 0 adl- Maximum Wnrtting Pressure: 775 psi (12 bar), Factory tested hydrostatically to 500 psi (3d,5 bar). cialaprirklersaalJefnedbytheNFPA m�pitch, A13, edWthe2res -W 2:12 j8. THE SPACING AND LOCATION OF 513RIN3CLER5 SHALL CONFORM WITH tsar of N!•Pa111S, ward req.l(re aeaen ,,.�::;.•-.;;:��,, THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN � AVENUE 54 TheS'pecificWi=lPnPdtirsprirF lnindlline9,acover tham6frtporkruf +� NFPA 13D, 2013 EDITION. '2. LISTINGS AND APPROVALS llara provide on sarmnded age ftattic and aeveralsddmanafbranch- spacing akwnmtive to the ralmdotaid ine6 to cover the hip areas. With the w V7 la1 w ac. of StandaM 3-Wda/s. 3 inklary S Spray P^ - c A Ian Rttic fdominak K-Factor: 4.9 U.S. (7p,6 merrier, u� cULus Listed: Category VKKYV � "a - �'� pd p` tMetric K-hetarmeasurement shown is in Bar When pressureis measured in kPa. divide the metric Kfac:tcr shown by 10.0_ cV-111 Th■ n�^ gp�l^s$ a► smh d the mgLwWVowragecan beob+Alned 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED Spray 9prlrtders used within attics ie wkh lust onsbranchline runr,lrg below AVENUE 55 Q Refer to the Approval Chart on page 147w and Design Criteria on page 147x for cULus Listing requirements that must be FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE � � o deSorihed in the 2007 edition d NFPA the peak am one down each dopa of Glass -bulb fluid temperature rated to -65 'F (-55 °C) followed. 13. Table B.B.2.2 (aj and seeeon thehip beans, 7ha would rmuh Inap- HOUSE IS ADDRESSED ON. o Overall Length: 2-1l4" (58 mm) e.s.4.1 4 praximateFr9l1%leaspipeneeded}ar a InStalfbra,ola rNduCtlraththerum- : ' O ][ ❑ Material standards; bar ar bran Iv«te eaves a,a ewe at 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS. u: v N 3. TECHNICAL DATA the a m hen9e±a, arKiassa- - AIRPORT Bl_VD ¢ Frame Casting: Brass UNS C8440Q cu QM Brass Viking Technical Data may be found on elated lobar pliminsttng up to rive y Specifications: bramhllnea 11. RESIDENTIAL CONCEALEO PENDENT SPRINKLERS ARE U.L. LiSTED AND tdDICi41 Deflector. Brass UNS G23000, Phosphor bronze UNS G51 U[)i0, or Brass The Viking Corporation's Web site at Available since 2G08. Anot w I mpbrtant aspeut of thespe- "; " ' MANUFACTURED BY VIKING. INSTALLED AT 16 FT. MAXIMUM SPACING UNS-C26000 dec Ap rcatk,n N0, rinkertechnol- P e to theA Approval Chart.[DATA). • € Inc -corn_ Minimum Operating Prl=ssur�e Peter x SEE TECH. . _-..M.,'_::n.•, Bulb: Glass, nominal 3 mm diameter Yiitp.livvwW.v kinggroup pe g pp rrrlwvlrrA,vr 1a tie redbCllnrl m eyamm vclurn& ( Always refer the Technkaal Uata The Web site may Include a more resent Maximum Working Pressure.- 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). T awlllmetedo ado msY reauitm re- BBlteville Spring Sealing Assembly: Nickel Alley, coated vn bath sides with s++ +�° �• vNSz air cornprex* lhesin ofsdrypperallo-fd Teflon Tape edition ofttlysTechnical Data Page. Thread Size' 1I2" (15 mm) NPT w4RNIxG'ihatPavd6scaxkvm aircomprels9prjandpasamysllcwf« 12. UPRIGHT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS U.L. °F..;'&...:. wcmrespectfoherldNrlg6ndylatel quicker water de tknea,aimnatng LISTED AND MANUFACTURED BY TYCO INSTALLED AT 120 SQ.FT. SPACING Nominal K-Factor: 4.9 U.S. 70-6 metric t ( ponnof �prfrtkder�+e>9rr98Ntl CA7>- the need for Pip Cap and Insert Assembly Copper UNS-C11C30Q and Stainless Steel • Metric ltfactormeasurement shown is in par_ When pressure is measured in kPa, divide pddsnrs+mpropernarlavrnganefn- �� (SEE TECH. DATA}. VICINITY MAP U N S-S30400 srerlaabn can permanendy damage the metric K factor shown by 10.0. a aprlaver systrrn or Rs cwrpo 3x Compression Screw Brass UNS-C36000 Material Standards: Vikin Technics€ Data may be found on nen(eaWctwae rlre�orfnhlermfap 13. PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. I Ordering information: {Also refer to the current Viking price list.) g y to ppwateinafremeverloaorcams LISTED AND MANUFACTURED BY VIKING INSTALLED AT 16 FT. MAX. SPACING N.T.S. I Sprinkler Body Brass UNS-C84400 or QM Brass The Viking Corporation's Wets site at rrroepe1°fAp"arr'a x (SEE TECH, DATA), ' "� • T • S • =� 4'' & Sprinkler: Base Part No. 13637 Deflector: Phos tsar Bronze UNS-,C51000 Order Sprinkler VK468 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the tempera - Deflector http:Ifuwfwvlkinggroupinc.com. Deflector Pins: Stainless Steel UNS-S30200 The Web sate may Include a more recent °an""° c" p14. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT awlolzm Inc. lure rat rig to the sprinkler base part number. Button_ Brass UNS C36000 1- t,sme 4 - sum , • Freme s Finish Suffix: Brass =A, Chrome-EnloyOp F. and White Polyester= M-fsN edition of this Te> hnfcal Data Page_ a-�� 5- 2 A-ttf eBe*FIXTURES, CEILING FANS, ETC. DR IN ACCORDANCE WITH TABLE $.2.5.4.2 AND �� COLLECTION Temperature Suffix: 155 `'F (6$ °C) - B, 175 °F (79 °G) = L� Seat Assembly: Brass UNS-C31D40 n t_ D.M.Mof a- eutxm s-mo- SECTION 8.2.5.2. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS CUSTOM, TRACT, For example, sprinkler VK468 with a Brass finish and a 155 aF (BS 'C) temperature rating =Part No. 13637A6. Compression Screw: Brass UNS-C36000 r ' - N ARE IN COMPLIANCE WITH 8.2.5.4. MULTI -FAMILY Fusible EiemerttAssembly: Beryllium Nickel, coated with black acrylic paint ANE) CDMMERDAI Available Finishes And rem erature Ratings: ' "'at p Levers: Stainless Steel UNS-S31600,am�y .A �` e 15- SOFFITS AND CABINETS TO 8E PROVIDED WITH SPRINKLER COVERAGE IN Refef to Table'1 Lever Bar Copper Alloy UNS-C72500 � I 3 �„ „ � ACCORDANCE WITH 8-3.3- DESIGN, ENGINEERING AND Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Belleville Spring Sealing Assembly Nickel Alloy; coated on bath sides with Teflon Tape FRAME mot . * INSTALLATION Cover Adapter: Cold Rolled Steel UNS-G10060, Finish: Clear Chromate over Zinc Plating a $ �� .� 16. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN TRACT 32879 PLAN 1.4036 Sprinkler Wrenches: s*- ACCORDANCE WITH 5.1.1,1 A. Standard Wrench: Part No- 10396MS (available since 2000) Shipping Cap: Polyethylene _ os B- ftench for recessed sprinklers: Part No. 13.577WIB^ (available since 2006) Dover Plate Materials: 3 � i LOT 215 8128a STORM CAT COURT r C. Optional Protective Sprinkler Cap RemoverlEsaatchean Installer Tool"' Part No- 15915 (available since 2010.) Cover Plate Assembly. Copper UNS-C11000 and Brass UNS-C26800A �+ LICENSE N0. 684600 'A %:" ratchet is required (not available from Viking). Spring: Beryllium Nickel ' �� LA QU i NTA, CA rl, d•',rk'raar rne•n,7 m°y "Allows rise from the floor by attaching a length of 1' diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Solder: Eutectic °"""" Vd:1N011 t "°" ""L'ux6{ Ordering infortrmtion: (Also refer tothe current Viking price list.) caoea FLATS "Sods CROSS 705 E, HARRISON ST. Viking Freedoms Residential Concealed Pendent Sprinkler VK467 and Cover Plate Assembly must be ordered separately: azvanwl.. j ° TON FLE""rIG' SUITE 200 Form No. F 012706 Replaces page 149m-t, dated March 18, 2011. (Revised - I CORONA, CA 92879 sprinkler materials and added reference to TIA 1028R.)FIGURE F Form No, F 072607 Replaces page 147u-z, dated Sept- 9, 2011. (Added QM Brats FTGUREE MODEL APiRTH4.2w5.6K-FACTORSPECIFiC AHJ: RIVERSIDE COUNTY FIRE DEPARTMENT PH - 8��--272 4T 5.8 K FACroR $ L 10,Y-Len FAX - �51-�72-�535 7ABLE I- ... EMPERATURE - AND Sprinkler Temperature Sprinkler Nominal Maximum AmNent Bulb Color Classification Temperature Rating' Ceiting Teopetatured Ordinary 155 :,F (68 -C) 100 tF (38 `'C) Red Intermediate 175 "F C79'C) 150 `F (65 °C) Yellow Sprinkler Finishes: Brass, Chrome-Enloy`-' (patents pending), and White Polyester Footnotes The sprinkler temperature rating is stemped an the deflector. 2 Based on NFPA-13. Other limits may apply, depending an fire 3oading, sprinkler location, and ocher requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Approval Chart rernperature KEY Residential Pendent Sprinkler VK468 Flnleh FY-x� Eacu le apprcable} For systems designed to NFPA 13DS0 or NFPA 13R. For systems designed to NFPA 13, refer to the design criteria on page 1494' Sprinkler Base NPT Thread Size Nominal K-Factor Maximum Water Uverall Length Part Numbers SIN Working Pressure Inches mm I U.S. F-m-eide Inches mm 13637 VK468 V2 15 4.9 70.6 175 psi (12 bar) 2-114 58 Listings and Approval93 Maximum Areas of Coverage' Minimum Water Supply Requirements' (Refer also to Design Criteria on page 1490 cULusb 1 NYC' NSFa Installed below smooth, flat, 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 @ TO 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 @ 0.48 bar) AIX Aix A1X 16 ft, x 16 ft. (4.9 m x 4.9 m) 13 gpm @ TO psi (49-2 Umin @ 0.48 bar) AIX AIX AIX 18 ft. x 13 ft, (5.5 m x 5.5 m) 17 gpm @ 12.0 psi (64.4 Umin @ 0-83 bar) AIX 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) A1X A1X AIX Installed below horizontal ceilings with beams'. 12 ff. x 12 ft. (3.7 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) B1X Bix Bix 14 ft x 14 ft. (4,3 m x 4.3 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) Bix Bix Bix 16fLx16ft. (4.9mx4.9m) 13gpm@7.0psi (49.2Umin@0.48bar) Bix B1X B1X 18 ft. x 18 ft. (5.5 m x 5.5 m) 17 gpm L 12.0 psi (64.4 Umin @ 0.83 bar) Bix 61X B1X 20 ft. x 20 ft. (6.1 m x 6.1 m} 20 gpm @ 16.7 psi (75.7 Umin @ 1.16 bar) Bix B1X B1X Installed below ceilings with slopes" up to and Including a 8112 (33.7') pitch. Refer to Figure 5 on page 149q. UL NYC NSF° 20 ft. x 20 ft, (6.1 m x 6.1 m) 21 gpm @ 19.4 psi (70.5 Umin @ 1.27 bar) BIX see Footnote7. 131X 20 ft. x 20 ft, (6.1 m x 6.1 m) 23 gpm @ 22.0 psi (83.4 Umin @ 1.52 bar) Cix sea Foctnate7. C1X Approved Temperature Ratings Approved Finishes Approved Escutcheons A - 155'F (68 °C) and 175 °F (79 'C) Brass, Chrome-Enloy White, and 1 ® X - Standard surface -mounted escutcheons or the Micro- B - 155 'F (68 -C) Blackiz fast"' Model F-1 Adjustable Escutcheon, or recessed with C 175 ,F (79 °C) the Micromatic* 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. 2 Metric K-factor measurement shown is when pressure is measured in Bar, When pressure is measured in kPa, divide the memc 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 manufacturer for any additional approvals. ° For areas or 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 slanniders 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 rn the U.S. and Canada. ' Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 36. ' Meets New York City requirements, effective July 1, 2008, ' Tested and Certified by NSF (National Sanitation Foundation) to NSFIANSI Standard 61, Drinking Water System Components. 9 Listings are for residential occupancies with smooth, tat, horizontal ceilings OF horizontal ceilings with teams. Indudes ceilings with slopes up to and including a 2112(9.5°) pkii (Forbeam ceiling design alteria mtrto Beam Ceiling Guidelines and Figures 6 threugh 7D on pages 149SA). '°Refer to TIA 1028R slope ceiling crit8ria exceptions_ "Areas under sloped ceilings must be measured along the ceiling slope- Actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area of coverage. 'Other paint colors are available on request with the same cULus Listings as the standard finish colors. 0E91914 01TEIRIA (Also refer to the Approve] Chart sv M4g 1434.) f'i Lus Llstina RLijuirements: Mohan using Viking Residential Pendent Sprinkler VK468 for systems designed to NFRA 131) or NFPA 13R. apply the listed areas of coverage and minimum water supply requirements sho%,n in the Approval Chart on page 1490 For syskems designed to `JFPA 11 The (lumber of design sprinklers is to be the tour contiguous most hydraulically demanding sprinklers. The mini- mum required discharge front each of the four sprinklers is to be the greater of the following The flaw rates given in the Approval Chart on data page 1490 for NFPA 131) and NFPAI3R applications far each listed area of coverage, S1 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 between residential sprinklers: 8 R. (2A m) 4faDEi HIP wmf - APALICAT+CN C1]aX9U T7R E t4 wrinkler materials and added reference to TIA 1023R,) SPS'CiRCAPPL(CATION ATTIC SPR+NKLFAS SPACE SPRINKLERS AP 9p6niler (Attic Plus) �� CS` i# Operation �� P _ The v leddlge s of shale plans hereby acknOvl' e3 that all any, details, +ey/tended Installed in the upri N cnentadon with specillcallvns or methods of Installation [heir doFlector parallel to the roci, the Model Ale Sprinklers p all (Figure F} are he he ! eta I B8 tlf�.e 14 , HIP ".al a AP (e.Bb h al �� f ■ 1 I f NOTES ■■1L O1 LEGAL � T f j j J DESCRIPTION contained in this set of plans is tF,e sale property of Fire Sprinkler 5yst+�ns, Inc. m usedta provIca protectiin-on of attic areas olAside the scope of Orr far the EM. SD, HIP Sprfal- Approvals ur & C-LIE (sled. (T� approvals ex,y The glass {1u Ib cvnteko a at That ex -I■ lb panes when earposed to heat When the 1 1► Y and that any use of this set of plans is rohibited and is a violation of copyright plication ar kters- When used, the AP Sprinkled apply m t:q senAce condttlana Ind F rotor tempera4ura is reached, the fhid Paws first hydraulic rated in the gn Criteria section on expends suf6demly to shamr,he glass without receiving permission - will pnhvido a swan fta 04er B and Design cuiddlnes ego- bum, arowing the Wri nkler to sctivale Standard Spray aprinklara for the pro- lion on Pag ] and water to now from Fire Sprinkler Systems. bastion of attic areas outelde the rlcopo of nlicarlon for the BB, 9D, or HIP span lien. Pipe ThreaQ Conneot]an 112 inch NPT for KR4.2 & 5.6 V4 inch tag "- .0) 4 SID 0(-6.6) The kislblB Ilnk assefribly Is cam prload �j j U PA N �jY R U ' - NPT for K- 21p to link h wh' joined of o elves iCh are ed by Drxh a ditiern the a thin layer of solder. When the older temperature to reached, the solder CONSTRUCTION: V- B K=4,2 GP IPSI'�90,9'PMrhar�f') K = 5.5 GP rpsiw rSgB LPMrbar"x} melt8 and the twPlink tlahre55gperetg, a0ewrto the eprhlder to ac€vats arid K=S.OGP /pal'Yr(t15,5LPMrtlarl'gj walwmfkrw. STORIES: 1 Raftg ergssailer pa(K4,2aefollaa w$; -2r aa°Ff43 for (KL.2 Iss.o>, HIP, AP BUILDING AREA; 4,769 SQ.FT. -212•F/10C ror till "'6), SD MODEL x SIN AL IAWA9LE ROOF rSPAN,1")MIFL Fe4t(m) 1 m M Gp61 ^d mimmuM PREMIUM polow)' i%"Boer Rua(W' MY PIPE 6f8iiM uklamt)m WATER 4EUVERY 77k11r. 86COWS S81 BA 7Y41eD sW 08.g} 86 r1441 22.6 (14) 4,12 P,'d to Iles than712 (Sul (q eat 9A TYn81 sa0t18,31 36 (1r me[1A 7.1205$tolesethan1012VM (0 B83 BA 7Y4182 s30 (16,3} 40054. mo (1,7) 10:12 03) l❑ 19:12 t100) 00 B91 " TYa1Bo '40(t2,2) W SOO 119,3) 3e(1 48.0 a2) 4:1233) to lase than 7.12 pie) 04 Bat 5-6 TYne1 �40(12,2) to 00 (18,3) 38 {1 46.0(30 712 (SA to lees than 10:12 (OM {raj Rai 5�6 TY31ip r40(12.0 to 6a 11e,3) T. n 46.0 {3,2} 10.12 (8n) la 1212 (360j (yi sal 5-6 Tl' W Soo 02A 25(95). 20.0 (1A 4:1Q (330 to lays than 712 P6) {a) eat 6A Yyalei s40 n2"� 2b Nkq 20A VA_ 7:12 {say tp lem,hw M12 W) {q Bab &0 TY3102 540 02,2) 's f05} 2010 (1A 1 10-12 (aft io 12:12 000) N 1331 42 1Y2190 s20 M,1) 13 (4a) 9-6 W) 3:12 R5) to lean 6hen T12 (56) 45 (df 13132 42 TY2161 s20 (6,1) 13 (a9) : 9.6 W.7) 712 (50 to lase than 10:12 M 46 M BRS 1 42 jTV71a2 S20 (67) 13 (* i 9 6 (0.7) 10,12 (W) le t2.12 (1 OM 45 W) SDI 5.6 7Y3193 �30 0,1) to s40 (12,P) 35(t as R.7) 4,12 P,'O to I®se tkan 712 (50 N s02 5.6 TY3184 136 (a,1}to s4a t12.2) ae 0 mn P-7) 712 P%to 1m than ID12 (63y lck SW Sa rf516e 530(9,1)w54a02,2) 3603# mc(2.7) 10:12031to12:12(1001 {Cj Sd1 6.6 7Y3183 a10 (3,0) to 530 M.1} 25 N51 2a0 tor$ 4:12 4a) to kna than7:i2" {cy SM S.5 TY31$4 .10 (S,0) A. s30 (9,) '. 26 (W°ca.0 (1,.1) 7:72 g6�to rose than 1tk12 (alp (� spa 5.5 TY3186 S10 [3,0} 10 s30 [0::) 25 (W 20.0 041 1"2 [66) to 1212 [100) to 801 5.5 TY3183 51opro) 1t3(72) 115[0,6] 4:1294talawthm7:120 (6 SR2 5.6 7Y3184 510 (am 19 (72) ' 11.6 PA) M12 �5% to 1-9 then 1M12 (0 (Cy SW 6.6 TY31M ,10 (3A) 19[72). 115 (D.0) 70:12 (83) to 12:12 000 (b) HIP 5.6 TYa187 -20 (9,1) W S26 (9.5) 34 (1 36.9 (2,5) 412 ISM to 12:12 0001 1 (0 W P 5.B TY3187 r= (6,1) 25 R5) i I PU 0.4) 4:12 P-%to 12:12 (1001 N AP Yes TY9190 10 All x 12 (a.q Seerota•0) Mhlmu mumd (4,1 � 7 pal {DAB bag Mlrtt- gprNaq,n Injaseipn Density W 2 CM to 1112 (100) 60 (d) AP 4,2 TY2190 302 (251m 12:72 [106] 60(d) NOTES {a) The 99 and SO rbaf span Is mcesured hn frmsaly Vat the slppa4 as shown m Figure 1 and 2- T11e HIP roar 9 6 nlaaaul9d nor¢arnak a9 el,avm t2 . {0) I� Y �� {o} Fifi}af m 200 / Btllttall of :4FH4 1:j, Srlcdon 723. (d) Ma rwm wanir delkwy Torre far all SZB m sys,oms. (a) The AP verb span a mamurod along the slope Maxi 14 rea Rl " perpanocularto slope by maldrn'r.R 12 feet Gee my parallel m aldpe. FIRE SPRINKLER SYSTEM: DESIGNED AND INSTALLED PER 2013 NFPA 13D ALL RESIDENTIAL WITH A .B5 DENSITY WITHIN AREAS. 0 z UU CD UU J BUILDING SUMMARY CONCEALED RES. PENDENT SPRINKLER 0 UPRIGHT QUICK RESPONSE SPRINKLER lU CONCEALED RES. PENDENT SPRINKLER 0 APPROVAL] 'I�)('3iEl�IL�E COUNTYNTYFIREE I] , IS CHANGE IN ELEVATION J � �FS aG AM��A NaTTrN HA 33 RISER LOCATION PER DETAIL) f t t--1P1 tOEPT APPROVAL FOR PLANS w AUGFOkONE YEAR-SUBB]ECTM G NODE POINT FOR CALCULATION COMPLIANCE Wf H APPLICABLE CODE'S z HANGER TIC DETAIL W i VK457 CONCEALED PENDENT M1C-01%r4OFA T UPRIGHT APPROVAL SAL STAMP SYMBOL LEGEND NOT TO SCALE NOT TO SCALE �I 10' ELEV. fY `CPVC TO SYSTEM Lu -�c� I � �fYQ � � Z HYDRAULIC SYSTEM SPARE SPRINKLERS SHALL - _ _ `-' , - oo LU NOT BE REQUIRED TOPRES1 This Building is Protected by a PROVIDED PER 5.1.1.1 VK45S CONCEALED PENDENT To BESSETAT QUPS[�OR *FDR REFERENCE ONLY Hydraulically Designed I 8' ELEV. I NOT TO SCALE TO DOMESTIC WATER Automatic rinkler System. O CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE ! 1" CPVC; RISER Date Installed 3/12/14 l Location CALLA AREA 2 GAUGE I 14-112" x 30" T � ACCESS Doan 2r ELEV. Number of Sprinklers 1 JOB NO: 3119$ Basis of Design I DATE: 3/12114 CONTROL BALL VALVE 1. DENSITY .05 gPM1Sq.ft. I DRAWN BY: F.L. FINISH GRADE a' ELEV. 2. DESIGNED AREA CF pISCHARGE 112" MAIN DRAIN VALVE 1 1" METER 400 Sq oft. - 4_ 1 /4n COPPER L STATIC SQ 1 D 1 72 PSI 4 PSI LOSS System Demand DRAIN TO E7�TERIC)R RESIDUAL 20 - � Oq1� =18 PSI � CLASS CATION 1. WATER FLOW RATE 2Q,� gprp G-16 1'/a' PVC MErBR I" COPPER K C1 - LICENSE : MAIM 2. RESIDUAL PRESSURF AT THE FLOW 1580 GPM 70' MAX 30 MAX68460 -1.5' ELEV. BASE OF THE RISER 35,1 pail RUBBER FACED CHECK HALVE WA TER FL O W INFORMA TION OF CAS -1.5' ELEV. -1.5' ELEV. Installed By Fire Sprinkler Systems, Inc. L -- - - - SIZE - 30a X 42" r Li WORK FOR FIRE SPRINKLER SCALE ALL C) SYSTEMS, INC. TO BEGIN AT B.D.R. IFSHEEIT13AREDULESS AE 24" X 36" IT 15 A REDUCED PRINTSCALE REDUCE ACCORDINGLY SHEET ID PLAN 1,4036 UNDERGROUND DETAIL HYDRAULIC NAMEPLATE RISER DETAIL GENTFP NOTES SHEET F1 OF FP3 NOT TO SCALE NOT TO SCALE NOT TO SCALE TABLE.. _ TEMPrERATURERATINGS SprinKW Sprinkler Nominal Maximum Temperature Rating Cover Plate Large Cover I Square Cover Temperature Tempandum Ambient Ceiling of the Cover Base Part Plate Base Plate Base Classiftcatiorl IRaliW TemperatuW Assembly (Required) filumbeP Fart Numbera Part Number' Ordinary 165 "F (74 °C) 100 °F (38 °C) 135 F (57 C) 13504 13642 15394 Cover Plate Finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black Approval Chart sp&Wir Temperature Ratlrlg �°oar nee Te'npeasum Ratlns Residential Concealed Pendant Sprinkler VK457 i For systems designed to NFPA 1301 or NFPA 13R. A_ ItCa°BrPkft FlnlsT, racy For systems designed to NFPA 13, refer to the design criteria on page 147x. Sprinkler Base NPT Thread Size Nominal K-Factor Maximum Water Part Number' SIN Working Pressure Inches mm U.S. metric' 14694A VK457 1)2 15 4.9 70.6 175 psi (12 bar) Listings and Approvals' Maximum Areas of Coverage' Minimum Water Supply Requirements° (Refer also to Design Criteria on page 147x.) cULus` I NYC NSFI installed below smooth, flat, horizontal ceilings, including ceilings with slopes up to and including 2112 t9.5'). 12 ft. x 12 ft. (3-7 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) AX1 See Foe(noW Sr AXI 14 t. x 14 ft. (4.3 m x 4.3 m) 13 gpm @ TO psi (49.2 Urrlin @ 0.48 bar) AX1 sae Foohlote s. AXi 16 ft- x 18 ft- (4.9 m x 4.9 m) 13 gpm @ 7.0 psi (49-2 Umin @ 0.4a bar) AX1 see Footnote 5. AXII 18 ft. x 18 ft. (5-5 m x 5.5 m) 17 gpm Q 12,0 psi (64.4 Umin @ 0.63 bar) AX1 Sae Footnote S. AX1 20 ft. x 20 ft. (6.1 m x 6-1 m) 20 gpm § 16.7 psi (75.7 Umin @ 1.16 bar) AX1 see Fout-ora 5. AX1 Installed below ceilings with slopes' up to and including a 8112 133.7') pitch. Refer to Figure 5 on page 147x. UL NYC NSF' 16 ft. x 16 ft. (4.9 m x 4.9 m) 26 gpm @ 28.2 psi (98.4 Umin @ 1.94 bar) AX1 see Footnota5. AX1 18 ft. x 18 ft. (5.5 m x 5.5 m) 31 gpm @ 40.0 psi (117.3 Umin @ 2.76 bar) AM see Footnotes. AX1 20 ft. x 20 ft. (6.1 m x 6-1 m) 31 gpm @ 40-0 psi (117.3 Umin @ 2.76 bar) AX1 see Footnote 5. AX7 Cover Temperature Rating Cover Plate Finishes Sprinkler Temperature Rating X - 135 •F (57 'C) cover 135041, 13642r (large diameter), 1 Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed A - 165 -F (74 °C) or 15394' (square corer plate) Capper, Painted White, Painted Ivory, or Painted Blacki0 DESIGN CRi1"IwB (Also fefe r to the Apprrnral Chart {Sri page 147,v.) cULus Listing Renuirements: When using Viking Residential Concealed Pendent Sprinkler VK457 for systems designed to NFPA 13D or NFPA 13R. apply the listed areas of cover- age and minimum water supply requirements shown in the Approval Chart on page 147w. Epr systems designed to NFPA f 3' The number of design sprinklers is to be the four contiguous most tlydraurically demanding sprinklers. Tl-m minim urn required discharge from each of the fa tr sprinklers is to t}e the greater of the following: • The flow rates given in the Approval Chart on data page 147w for NFPA 13D and NFPA 13R applications for each listed area of coverage, ,4C • Calculated base d on a minimum discharge of 0.1 gp". ft_ over the 'deign area" to 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). NOTE: Concealed sprinklers must he installed in nouttal or negative pressure plenums only. M 0 h DATE: 3/12/2014 S:\2014\31198\C, '\PLAN 4036.rdf I Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR PIMLICO COLLECTION "PLAN 4036" LA QUINTA, CA TRACT 32879 1096 TAKEN OFF,WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 3'/12/2014 File No: 31198 Data File Name: PLAN 4036.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 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 13.0 7.6 19 18.0 72.0 27.1 2 13.0 7.6 19 31.1 72.0 47.3 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT DATE: 3/12/2014 S:\2014\31198\Cr. )\PLAN 4036.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 27.1 ---- 31.0 9.04 47.3 150 2 0.995 6.0 ---- -1.5 ---- ---- 0.09 0.00 23.8 ---- 0.25 0.00 38.3 2 2 70.00 3L -4.0 -1.5 -. - ---- 18.0 1.82 23.8 ---- 31.1 4.99 38.3 150 3 1.360 21.0 ---- -1.5 --.----- ---- 0.02 0.00 18.0 ---- 0.05 0.00 29.3 3 3 4.00 LG ---- -1.5 ---- ---- 18.0 0.20 18.0 ---- 31.1 0.55 29.3 150 4 1.265 3.0 ---- 2.0 -5 5 0.03 1.52 16.2 5 0.08 1.52 27.2 4 4 6.00 3RS ---- 2.0 -5 5 13.0 0.52 16.2 5 26.1 1.89 27.2 150 5 1.101 11.0 ---- 8.0 ---- ---- 0.03 2.60 13.1 ---- 0.11 2.60 22.7 5 5 2.00 C ---- 8.0 ----- ---- 13.0 0.09 13.1 ---- 26.1 0.33 22.7 150 10 1.101 1.0 ---- 10.0 ---- ---- 0.03 0.87 12.2 ----- 0.11 0.87 21.5 6 10 5.50 L --- 10.0 ---- ---- 13.0 0.90 12.2 ----- 26.1 3.25 21.5 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.09 0.00 11.3 ---- 0.34 0.00 18.3 7 11 62.50 8R ---- 10.0 ---- ----- 5.0 1.14 11.3 -_-- 10.2 4.26 18.3 150 12 0.874 8.0 ---- 10.0 ---- ----- 0.02 0.00 10.1 ---- 0.06 0.00 14.0 8 12 24.50 35R -••-- 10.0 ---- ----- 5.0 0.52 10.1 ---- 10.2 1.96 14.0 150 13 0.874 8.0 ---- 10.0 ---- ---- 0.02 0.00 9.6 -- - 0.06 0.00 12.1 9 13 13.50 2LB --- 10.0 ---- ---- 0.0 0.00 9.6 ---- 0.0 0.00 12.1 150 14 0.874 11.0 ---- 10.0 --- - 0.00 0.00 9.6 ----- 0.00 0.00 12.1 10 13 9.00 2R ---- 10.0 -•--- ---- 5.0 0.18 9.6 ---- 10.2 0.66 12.1 150 15 0.874 2.0 ---- 10.0 ---- ---- 0.02 0.00 9.4 ---- 0.06 0.00 11.4 11 15 18.50 4R ---- 10.0 ---- ----- 7.5 0.77 9.4 16.0 3.12 11.4 150 16 0.874 4.0 ---- 10.0 ----- •---- 0.03 0.00 8.7 ---- 0.14 0.00 8.3 12 16 3.50 B ---- 10.0 ---- ---- 0.0 0.00 8.7 -- - 13.1 0.62 8.3 150 17 0.874 3.0 ----- 10.0 4.71 ---- 0.00 0.00 8.7 13.1 0.10 0.00 7.7 13 16 9.50 B ---- 10.0 ---- ----- 7.5 0.43 8.7 ---- 2.9 0.08 8.3 150 18 0.874 3.0 ---- 10.0 ---- ---- 0.03 0.00 8.2 ---- 0.01 0.00 8.2 14 18 3.50 B ---- 10.0 ---- ---- 13.0 0.61 8.2 ---- 13.0 0.61 8.2 150 19 0.874 3.0 ---- 10.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 15 18 71.00 L6R ---- 10.0 ---- ---- -5.5 1.54 8.2 - - -10.1 4.76 8.2 150 20 0.874 10.0 ---- 10.0 ---- ---- -0.02 0.00 9.8 - -- -0.06 0.00 13.0 16 20 62.50 2BGR ---- 10.0 ---- ---- 2.5 0.34 9.8 ---- 5.8 1.57 13.0 150 15 0.874 12.0 ---- 10.0 ---- ----- 0.00 0.00 9.4 ---- 0.02 0.00 11.4 DATE: 3/12/2014 S:\2014\31198\Cc_ )\PLAN 4036.rdf 17 20 33.00 B3R ---- 10.0 ---- ---- -8.0 150 11 0.874 6.0 ---- 10.0 -- - -0.04 Page 3 1.50 9.8 ---- -15.8 5.31 13.0 0.00 11.3 -- -0.14 0.00 18.3 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 1 at 7.42 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 6 at 13.93 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 4 DATE: 3/12/2014 S:\2014\31198\Cr 1\PLAN 4036.rdf 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 0.08 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.08 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\C.. 1\PLAN 4036.rdf Page 5 WATER SUPPLY CURVE 75.0 A C 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E I_ 30.0 ( ! C B P 22.5 S I 15.0 7.5 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 Q 18.0 gpm 72.0 psi @ 31.1 gpm B = Required Water Supply D = Required Water Supply 27.1 psi @ 18.0 gpm 47.3 psi @ 31.1 gpm DATE: 3/12/2014 S:\2014\31198\C: t\PLAN 4036.rdf Page 6 DATE: 3/12/2014 S:\2014\31198\C,__.�\PLAN 4036.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR PIMLICO COLLECTION "PLAN 4036" 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 4036.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. 14 25.0 72.0 50.3 14 25.0 72.0 50.3 DATE: 3/12/2014 S:\2014\31198\Ct.__-'\PLAN 4036.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 50.3 ---- 25.0 6.06 50.3 150 2 0.995 6.0 ---- -1.5 ---- ---- 0.17 0.00 44.3 ---- 0.17 0.00 44.3 2 2 70.00 3L -4.0 -1.5 ---- ---- 25.0 3.34 44.3 ---- 25.0 3.34 44.3 150 3 1.360 21.0 ---- -1.5 ---- ----- 0.04 0.00 36.9 ---- 0.04 0.00 36.9 3 3 4.00 LG ---- -1.5 ---- ---- 25.0 0.37 36.9 ---- 25.0 0.37 36.9 7.50 4 1.265 3.0 ---- 2.0 -5 5 0.05 1.52 35.1 5 0.05 1.52 35.1 4 4 6.00 3RS ---- 2.0 -5 5 20.0 1.16 35.1 5 20.0 1.16 35.1 150 5 1.101 11.0 ---- 8.0 ---- ---- 0.07 2.60 31.3 ---- 0.07 2.60 31.3 5 5 2.00 C ---- 8.0 ---- ---- 20.0 0.20 31.3 ---- 20.0 0.20 31.3 150 10 1.101 1.0 ---- 10.0 ---- - -- 0.07 0.87 30.2 --- 0.07 0.87 30.2 6 10 5.50 L ---- 10.0 ---- ---- 20.0 1,99 30.2 ---- 20.0 1.99 30.2 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.21 0.00 28.2 - -- 0.21 0.00 28.2 7 11 62.50 8R ---- 10.0 ---- ---- 9.2 3.48 28.2 ---- 9.2 3.48 28.2 150 12 0.874 8.0 ---- 10.0 ---- ---- 0.05 0.00 24.8 ---- 0.05 0.00 24.8 8 12 24.50 B5R ---- 10.0 ---- ---- 9.2 1.61 24.8 --- 9.2 1.60 24.8 150 13 0.874 8.0 ---- 10.0 ---- ---- 0.05 0.00 23.2 ---- 0.05 0.00 23.2 9 13 13.50 150 14 0.874 10 13 9.00 150 15 0.874 11 15 18.50 150 16 0.874 12 16 3.50 150 17 0.874 13 16 9.50 150 18 0.874 14 18 3.50 150 19 0.874 15 18 71.00 150 20 0.874 2LB ---- 10.0 ---- ---- 20.0 5.13 23.2 ---- 20.0 5.13 23.2 11.0 ---- 10.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 2R ---- 10.0 ----- ---- -10.8 0.74 23.2 ---- -10.8 0.74 23.2 2.0 ------ 10.0 ---- ---- -0.07 0.00 23.9 ---- -0.07 0.00 23.9 4R ---- 10.0 ---- ---- -4.8 0.33 23.9 ---- -4.8 0.33 23.9 4.0 ---- 10.0 ---- ---- -0.01 0.00 24.2 ---- -0.01 0.00 24.2 B ---- 10.0 ---- ---- 0.0 0.00 24.2 ----- 0.0 0.00 24.2 3.0 ---- 10.0 ---- ---- 0.00 0.00 24.2 ---- 0.00 0.00 24.2 B ---- 10.0 -- -4.8 0.18 24.2 ---- -4.8 0.18 24.2 3.0 ---- 10.0 ---- ---- -0.01 0.00 24.4 ---- -0.01 0.00 24.4 B ---- 10.0 ---- ----- 0.0 0.00 24.4 ----- 0.0 0.00 24.4 3.0 ---- 10.0 ---- ---- 0.00 0.00 24.4 ---- 0.00 0.00 24.4 L6R ---- 10.0 ---- ---- -4.8 1.20 24.4 -- -4.8 1.20 24.4 10.0 ---- 10.0 ---- ---- -0.01 0.00 25.6 ---- -0.01 0.00 25.6 16 20 62.50 2B6R ---- 10.0 ---- ---- 6.1 1.72 25.6 -- 6.1 1.72 25.6 150 15 0.874 12.0 ---- 10.0 --- 0.02 0.00 23.9 --- 0.02 0.00 23.9 DATE: 3/12/2014 S:\2014\31198\Cr_._.�\PLAN 4036.rdf 17 20 33.00 B3R ---- 10.0 ---- ---- -10.8 150 11 0.874 6.0 ---- 10.0 ---. ---- -0.07 Page 3 2.63 25.6 ---- -10.8 2.63 25.6 0.00 28.2 -- - -0.07 0.00 28.2 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, t' The maximum velocity of water flow occurs in pipe 9 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 6 at 10.69 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\Ct _'\PLAN 4036.rdf Page 4 . , PAGE: P 0\ 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 0.09 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.01 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 3/12/2014 S:\2014\31198\d_ A\PLAN 4036.rdf M � � I Page 5 75.0 67.5 P 1. 60.0 R - E 52.5 S S 45.0 U R 37.5 E ( 30.0 P 22.5 S I 15.0 I 7.5 0.0 04 8 12 16 WATER SUPPLY CURVE 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 3 = Required Water Supply D = Required Water Supply 50.3 psi @ 25.0 gpm 50.3 psi @ 25.0 gpm Z Residential Connection Charge Estimate Date: April 21, 2014 Customer Name: Lennar Homes, Inc. Phone No. (951) 817-3526 Parcel No. 767-790-054 Geo. 06-07-15-2 Address: 81280 Storm Cat Crt, La Quinta LID: 669364 Block No. Lot No. 215 size of Lot: 18,731 sq. ft. Tract No. 32879 Type of Service: R-1: 0 Duplex: ❑ Triplex: ❑ Apts: ❑ SWSC: $ - Acres: 0 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 servicesize: 1 inch Service: $ - Meter & Service: $ _ Backflow: $ _ Other:: $ _ (see explanation below) Sewer Lateral: $ _ Total: $ 11,437.00 Other: Abandon / Rekxate Information Supplied By Customer Domestic Water Demand* Max. Flow= 15-20 gpm Min. Pressure= Fire Sylinkler Derr nd * Max. Flow= Min. Pressure= system Type: 60 psi 31.5 gpm 49 psi Multi F±1 Stand Alone ❑ CVWD System Data 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 Conne , ion 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 113-213 conists of 9.44 acres. The SIWSC will be charged on the first meter requested in this phase, which is Lid 669372, P2 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: -y—e a, /`l cvwd-950 *********This is iiist a ni InTF all fPPC arP Ciihipr't to rhansrP********* 3 3 1-)/1-1 PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE C OAC H E LLA 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',2014 Fire Sprinkler Systems 705 E. Harrison Street,Ste.# 200 Corona, CA 92879 Re: Residential Fire Sprinkler Plan Review LAQ-I4-RS-033, Pimlico Lot 215, 81-280 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 AREA£ 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 FIF DEPARTMENT IN COOPERATION 4ITH 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-033 Belmont 81-280 Storm Cat Court Lot 215 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 Otero, Stephen@CALFIRE Subject: LAQ-I4-RS-036 - GRIFFIN RANCH/PIMLICO LOT 213 - RES SPK FINAL Location: 81340 STORM CAT COURT LOT 213, LA QUINTA Start: Tue 7/22/2014 1:00 PM End: Tue 7/22/2014 1:30 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: Phone#: HYDRANT SYSTEM Thrust block re- our Underground rough Flush Final SPRINKLER U.G. Thrust block are -pour under round rough Underground hydro Flush Final FIRE SPRINKLER Weld ins ection Overhead rough piping Overhead hydro UG flush / OK to connect Main drain/inspect, Test Hi h pile stora e In-racksprinklers Hose racks X Final KITCHEN HOOD EXTINGUISHING Detections stem Function Test Gas/Electrical shut-off Nozzle model/placement Fire alarm connection Final SPRAY BOOTHS Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final Start Time: [ ; 'j ei Finish Time: Start Time: Finish Time: Cell#: PASS FAIL Co. Name: CrossSt: FIRE ALARM Rough -wire inspection Function test Duct detectors/veIocity 24 hr. battery test Sprinkler monitoring Final SPECIAL SUPPRESSION Door fan test Abort test Mechanical shutdown Detector test Deluge/pre-action Final UST/AST TANK Installation Removal shut off Dispensers & shear valves _ Final M ISC. INSPECTION Spray booths Hood/duct extinguishing High pile rack storage H.P. vents/access/corridors Tract access/hydrant verification Other: KNOX SYSTEM Building Knox box Gate access Knox box/padlock BUILDING INSPECTIONS T/I final Shell final Final for occuuancv PASS I FAIL I Stubble, Jason@CALFIRE Subject: LAQ-I4-RS-033 - PIMLICO - LOT#215 - O.H. ROUGH Location: 81280 STORM CAT COURT, LOT#215, LA QUINTA Start: Fri 5/2/2014 8:40 AM End: Fri 5/2/2014 9:00 AM Recurrence: (none) Organizer: Stubble, Jason@CALFIRE Rep. Name: Jr Phone#: 951-733-0485 Cell#: HYDRANT SYSTEM PASS Thrust block pre -pour Underground rough Flush Final SPRINKLER U.G. Thrust block Dre-Dour Flush Final FIRE SPRINKLE Weld inspection Overhead rough piping Overhead hydro UG flush / OK to connect Main drain/Inspect. Test In-racksprinklers Hose racks Final KITCHEN HOOD EXTINGUISHING Detections stem I nction Test s/Electrical shut-off zzle model/placement e alarm connection al SPRAY BOOTHS Installation Air flow test Mechanical interlock Extin uishin system Fire alarm connection Final d `• Start Time: Finish Time: Start Time: Finish Time: FAIL Co. Name: FSS CrossSt: FIRE ALARM Function test Duct detectorsivelocity 24 hr. battery test _ Sprinkler monitoring _ Final SPECIAL SUPPRESSION Door fan test Abort test Mechanical shutdown Detector test Deluge/pre-action Final UST/AST TANK Installation Removal Emergency shut off Dispensers & shear valves Final MISC. INSPECTION Spray booths Hood/duct extinguishing High pile rack storage H.P. vents/access/corridors Tract access/hydrant verification Other: KNOX SYSTEM Building Knox box Gate access Knox box/padlock BUILDING INSPECTIONS T/I final Shell final Final for occupancv FAIL 1 Riverside County Fire apartment 5 Fire Prot( --Lion Planning Section Riverside D(Goe: 2300 WrKot S! L Ste. 150. Riverside, CA 92601 Ph. (951).955-4777 Fax (951) 955.4896 Murriela QFRce: 39493 Las Alamos Rd., Ste A, Murrleta. CA 92563 Ph. (B51 ) W-6160 Fax (951 ) 600-61e4 Palm Desert Office: 77-933 Las Marilanas Rd., � 201 palm Desert, CA 92211.4131 Ph. (160) 863-0896 (760) 863-7072 Fire Department Clearance/Release Date: 1- a a - N 4 To: LQ Fax: Tract/Parcel Map #: G- 'i �AuC P, Fi L<n t o2 t 3 Permit/Lot #: UNa - \,A- Job Site Address: S6� 34y 6\'_3Vw c� \ &,Dy f k LX 6 ., J } A ck aas 3 Final For Recordation Release For Building Permit(s) Shell Final Only (No Tenant) Final For OccupancyL_ 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 f C�Ounty Fire Protection Planning office for further assistance. II it Authorizing 5l'qiiatu?e-for Release Print Name Form C — Revised 1/15/2014 Riverside County Fire Department Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 -- Fax: (951) 955-4886 PLAN REVIEW FORD D New p Re -Submittal # 1 ❑ As-builts Peep LAQ-14-RS- fj33 Fire Protection Planning Palm Desert Office: 77-933 Las Montarhas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863..7072 Office use Only RECEIVED APR 2 8. 20N iT r i , c:.,-._• a.z� , �... �:F ,Yr : 3 F�„R —n �r PRarwnWERUDEONPLdWNp PrajecXfc'iiuir; r' �1eosPnj`, tia :T-�::�w, Project Name: PIMLICO l `TV&- k ��+ � � I � I have read and understand that Fire Dept. fees are LOT a1C g� �� c�,,,i Deposit Based Fees and there may be additional Address: money due ri r to or after project final. LA QUINTA � -�� -! Sign: City &Zip: Print: Y DESCOTEAUX ✓J•V• 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 Email: AMYD@FIREINC.NET Phone No.: 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. iClr1 Reil�� ;r1f�l • r�..,1rf2�ciiik� 3�� :� ��.'.'`f+�ea?�'`r'+�� iY'".�:rr�xry',�_'�'�iEk��"�'. �Q _ ;r��5�r:x-nzu+s•:�nr ,.ri�ru�.,ars.�.,..._.,,_� O Commercial O Industrial rp O Special Event ❑ Other D Building ❑ Building Tenant Improvement O High Fire Area ❑ Underground Water El -.�prinkjer System ❑ TI Sprinkler System O Sprinkler Monitoring O Fire Alarm System ❑ Hood & Duct Suppression System 0 Other Suppression System O Spray Booth -O Cell Site ❑ High Pile/Racks ❑ Other: Stogie Tank Submittals; D Dispensers Only ❑ Above Ground ❑ Underground Fee Paid: 0 Date Paid: _ Check#: Received By: Receipt#(OCR) Reviewed by: ,- Called for Pick -Up Clw-atlezf ,�-A44t, PC Review Date: Date: �, By:14- ❑ Approved ❑Denied Picked -Up Plans Stamped: DYes []No Letter Attached: DYes ❑No Job Card Included: ❑Yes ONo Date:. - ! r 4 By: Shipped By / Method Form 1—Rcviwd 1 0127C1414 Visit us at www.rvcfire.ora Riverside County Fire Dep rment Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FOR1Ll1 ID New ❑ Re -Submittal # ❑ As-builts Permit No. Project Information (Please Print) Project Name: PIMLICO / TRACT 32879 / PLAN 1 MODEL Address: LOT 215 / 81-280 STORM CAT COURT City & Zip: LA QUINTA . ire 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 ust-only `>. Plans'Received _' 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: Print: DESCOTEAUX Contact Information Billing Information r_ 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 Phone No.: 800-915-3473 City & Zip 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 El Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water IZI Sprinkler System ❑ TI Sprinkler System O Sprinkler Monitoring Q Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth O Cell Site ❑ High Pile/Racks ❑ Other: Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee P id: Daaaidl: Check#: Received By: Receipt#(OCR) Form 1 —Revised ID/2712010 Reviewed by: 3as PC Review Date: ❑ Approved S Denied Plans Stamped: ❑Yes ®No Letter Attached: ®Yes ❑No Job Card Included: ❑Yes -ENo Visit us at www.rvcfire.orq Called for Pick -Up /4of Sa i U pfQ,, Date: By:�� Picked -Up Date: By: Shipped By / Method