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LAQ-14-RS-029 Belmont Plan 1Description: 3,271SF DWELLING/VB/RES-3/CLASS A-FR/13D Type: BUILDING, RESIDENTIAL Subtype: DWELLING - SINGLE Status: FINALED Applied: 12/18/2013 FAMILY DETACHED Approved: 3/3/2014 Parcel No: 767320999 Site Address: 81335 STORM CAT CT LA QUINTA,CA 92253 Subdivision: Block: Lot: Issued: Lot Sq Ft: Building Sq Ft: Zoning: Finaled: 7/5/2017 JFU Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: No. Stories: No. Unites: 3/25/14 Details: FINALED 7-5-2017 VIA SPECIAL INSPECTION PERMIT BSPN2017-0027. RIVERSIDE COUNTY FIRE PERMIT #LAQ-I4-RS-029. SEE FIRE FOLDER. 1 75 �J Applied to Approved FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY ART IN PUBLIC PLACES- 27000003650500 $36.10 $36.10 3/25/14 RES Total Paid for ART IN PUBLIC PLACES -RES: $36.10 $36.10 BLDG PC 200K -1M 10160003428200 1 1 $1,234.55 $1,234.55 3/25/14 Total Paid for BLDG PC 200K -1M: $1,234.55 $1,234.55 BLDG STDS ADMIN 10100002030600 $9.00 $9.00 3/25/14 (SB1473) Total Paid for BLDG STDS ADMIN (SB1473): $9.00 $9.00 Printed: Wednesday, March 01, 2023 1:07:05 PM 1 of 5 WSYSiEMS Printed: Wednesday, March 01, 2023 1:07:05 PM 2 of 5 WsYsrEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY 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 25400003650000 $129.00 $129.00 3/25/14 CENTERS -RES Total Paid for DIF COMMUNITY CENTERS -RES: $129.00 $129.00 DIF FIRE PROTECTION- 25700003650000 $433.00 $433.00 3/25/14 RES 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 - 25600003650000 $40.00 $40.00 3/25/14 RES Total Paid for DIF PARK MAINT FAC - RES: $40.00 $40.00 DIF PARKS/REC - RES 25100003650000 1 1 $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- 25500003650000 $116.00 $116.00 3/25/14 RES Total Paid for DIF STREET MAINT FAC -RES: $116.00 $116.00 DIF TRANSPORTATION - 25000003650000 $2,842.00 $2,842.00 3/25/14 RES Total Paid for DIF TRANSPORTATION - RES: $2,842.00 $2,842.00 MULTI -SPECIES 10100002031000 $1,278.00 $1,278.00 3/25/14 (MSHCP) FEE Total Paid for MULTI -SPECIES (MSHCP) FEE: $1,278.00 $1,278.00 PERMIT FEES 0 $581.83 $581.83 3/25/14 PERMIT FEES 0 $179.48 $179.48 3/25/14 Printed: Wednesday, March 01, 2023 1:07:05 PM 2 of 5 WsYsrEMS Printed: Wednesday, March 01, 2023 1:07:05 PM 3 of 5 WsYsrEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY PERMIT FEES 0 $309.86 $309.86 3/25/14 PERMIT FEES 0 $345.67 $345.67 3/25/14 Total Paid for PERMIT FEES: $1,416.84 $1,416.84 PLAN CHECK, 10160003428200 $62.22 $62.22 3/25/14 ELECTRICAL Total Paid for PLAN CHECK, ELECTRICAL: $62.22 $62.22 PLAN CHECK, 10160003428200 $181.14 $181.14 3/25/14 MECHANICAL Total Paid for PLAN CHECK, MECHANICAL: $181.14 $181.14 PLAN CHECK, 10160003428200 $317.06 $317.06 3/25/14 PLUMBING Total Paid for PLAN CHECK, PLUMBING: $317.06 $317.06 PLAN CHECK, SFD 10160003428200 $143.00 $143.00 3/25/14 GRADING Total Paid for PLAN CHECK, SFD GRADING: $143.00 $143.00 STRONG MOTION (SMI) 10100002030800 $21.44 $21.44 3/25/14 - RES Total Paid for STRONG MOTION (SMI) - RES: $21.44 $21.44 TUMF: RESIDENTIAL 22400002032000 $1,837.44 $1,837.44 3/25/14 Total Paid for TUMF: RESIDENTIAL: $1,837.44 $1,837.44 TOTALS: $13f430.79 $13f430.79 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE PLUMBING 2013 - UNDERGROUND KIRK KIRKL 3/31/2014 3/31/2014 APPROVED PLUMBING Printed: Wednesday, March 01, 2023 1:07:05 PM 3 of 5 WsYsrEMS Printed: Wednesday, March 01, 2023 1:07:05 PM 4 of 5 WsYsrEMS PLUMBING 2013 - SEWER KIRK KIRKL 3/31/2014 3/31/2014 APPROVED CONNECTION BUILDING 2013 - KIRK KIRKL 4/3/2014 4/3/2014 APPROVED FOOTINGS BUILDING 2013 - SLAB KIRK KIRKL 4/3/2014 4/3/2014 APPROVED BUILDING 2013 - ROOF KIRK KIRKL 4/17/2014 4/17/2014 APPROVED NAIL BUILDING 2013 - OKAY TO KIRK KIRKL 4/30/2014 4/30/2014 APPROVED WRAP BUILDING 2013 - KIRK KIRKL 5/14/2014 5/14/2014 APPROVED FRAMING BUILDING 2013 - KIRK KIRKL 5/14/2014 5/14/2014 APPROVED INSULATION BUILDING 2013 - KIRK KIRKL 5/16/2014 5/16/2014 APPROVED DRYWALL NAIL BUILDING 2013 - LATH KIRK KIRKL 5/19/2014 5/19/2014 APPROVED PLUMBING 2013 - GAS KIRK KIRKL 6/12/2014 6/12/2014 APPROVED LINE / GAS TEST ELECTRICAL 2013 - TEMP USE OF PERMANENT KIRK KIRKL 6/19/2014 6/19/2014 APPROVED POWER Printed: Wednesday, March 01, 2023 1:07:05 PM 4 of 5 WsYsrEMS Printed: Wednesday, March 01, 2023 1:07:05 PM 5 of 5 WsYsrEMS January 13, 2012 Sprinkler 149rn February 3, 2012 Sprinkler 147u - � tlrcrlW+�Y t t s DR. - s FREEDOM" RESIDENTIAL CONCEALED RESIDENTIAL. • CONCEALED PENDENT W°rbdwida E www.tyca.rrra.o❑m 13DICI� C �.] 13.3 GENERAL NOTES I ES A Ue 48 + " 1 PENDENT SPRINKLERNIKI qre Pres��r:trr�n t ontaata i VK468 {K4.9) SPRINKLER VK457 (K4.9) Aradescts AVENUE 49 a -N41KI The Viking Corporation, 210 N Industrial Paris Chive, Hastings Mf 491758 The Viking Corporation, 210 N Industrial Pari[ Drive, Hastings MI 49858 MoMS BA SDI HiPt and AP 1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE N AVF�III� 3a � Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Telephone: 269-946-9501 Te:;inki ai`Sei-vfces: 877-384-5464 Fax: 269-818-1580 Email: techsvcs@vikirlcdcorp.com s a � INSTALLED IN ACCORDANCE WITH NEPA 13D, 2013 EDITIQIu AND THE La a 1. DESCRIPTION 1. DESCRIPTIGN - -: ... E:oUng'�L� s" - 2 REQUIREMENTS OF RIVERSIDE COUNTY FIR IV � � P� -E DEPARTMENT. nY,_r;ue 5i , Viking Freedom` Residential Pendent Sprinkler VK468 is a SM31I, thermosensitive, glass- � :... Viking Freedoms' Residential Concealed Pendent Sprinkler VK457 is a small "' .... The spaWno Appecatm Anc spm CTY BOT � I SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED E ROUGH AND FINAL INSPECTION Tl N PRI T OCCUPA bulb residential sprinkler available in several different finishes and temperature ratings to -Ja sd�sare+ne+rosspdrtdersw ..- AYENM 52 G®r�lr�rl THE S G Q OR D -- --•=-1 high sensitivit solder link and lever residential sprinkler desi reel for installation, vx.x. meetvarying design requirements. The orifice design, with a K -Factor of 4-9 (70.6 rnetric-r), -= y g _ Description • 1.iatedfor exlendwower%einoom- 4�1'f '=' GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFI E WILL BE " on concealed pipe systems where the appearance of a smooth ceiling is desired- . ' model buanblaconetrucdan. NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVAN E OF THE AVENUE allovgts efficient use of available water supplies for the hydraulically designed fire -protection _:. wet and r The arif3ce design, with a K Faster of 4.9 {70.5 metric ), allows the spnn4ders of :a ^'' The REQUESTED INSPECTION. system, The glass bulb operating element and acral deflector characterlsflcs meet the I " � SD t8ingle[Imcfbnary 4111. ndARW • FueacaleflrelaeLadlnboth P S p _ - ficient use of available water supplies for the hydraulically designed fere-protection ticPlac}"5peGflcAppRca>atrSpriYaera drysyt rn$Cansms• � challenges of residential sprinkler standards. system. The operating element and special deflector c ]aracteristics meet the chat ForF+ctecena A 11ce wo&a'pCWilaf° * Ful -wale tashw, for one in wood fur combuatiGleand non�amtwatible ruse ems,, 3. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS, AVENUE 54 lenges of residential sprinlder standards. 2. LISTINGS AND APPROVALS y l ThAetdada18BA5D rspecifcFovfviopeaR&er v cULus Listed: Category VKlc�ltl r The sprinkler is pre -assembled with a threaded adapter for installation with a low- �;rMam,,,,r, tneMo "Pisa � A). 4, NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL � & � AVENUE 55 Lu G la 9 yspeceicApptcatcnoomeustwtecan- The Wig❑ Appgcall❑n Aft sprin- MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. � � d profile small -diameter oover assembly installed flush to the ceiling. The two-piece-aedspacesprkaderneringepeeiBc Idempm,rdetheneetreve:wpratec• I o r Oppncatfon pdiBria for Its ree wir•I are taco and carnral cots by dimirtafirip -,Ir d... atzPORT sLvp f the NYC Approved: MEA 89-92-E, Volume 8o f; ' • design allows installation and testing of the sprinkler prior to instailatian 4 - _ � Modal BB, $D, and FiIP in c+Rticspao- the need for addltiar,el sprinklers end 6, TYPE OF PLASTID PIPE TO BE CPVC MANUFACTURED BY Ei#LAZEMASTER ,arm - 5F Certified: NSFIANSI Standard 61. Drinking Waier System Cam nents cover plate. The "push -on", "thread -off" design of the concealed cover plate as- aa.spaaecAPpacabonAtacsprinldea branchtine piping. In marry casae, an rtpriaac4e 6 <_ N g y Po �ry prorlde a 1per orf re protector netts atk can be entirety protected Win U.L. LISTED. been tested ._- Refer to the Approval chart on page 1490 and Design Criteria on page 14Sr for semhly allows easy installation aF the cover plate after the system has b spaces, and when camga,ad 1pSfan- just one fine of plpl^9 �� brio+"' pp p g g and the ceiling finish has been appEir3d, while also providing up to_" {12.7 mm} 4f lord SpraySpMWers, ao9tswingsa a tela peak of the roof using Madel BB I r f�r A'r rY A� cULus Listing requirements that must be followed. ad ieved4yaWrunating danctsIndMR- (Back to Hack)spnrrders. ifthere ina 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING V ! IN I" t vertical adjustment. The cover assembly can be removed and reinstalled, allow- tamale and the a»clend im ral%*M need I'm Moder Sri (Siegle Drrook1lN) 3. TECHNICAL DATA in temporary removal of ceiling panels vyittiout talon the sprinklers tem out of labor. "The Speclli Apprcatian 5prin- or to at tHlPSpririrlars arta lluFfida - ITS FUNCTION. g p ry g ps Ys Idem For PyNcttng Ataca' have un tl er of Voaa aprMler types it suFfpent service r7r removing the sprinkler. darg❑rle the moat a�nave nretestimg at each area being Catered. For mon- .'` N.T.S. Specifications: e..srparrarrnedfor at❑pedarucapacm pslamdVnukWmkrgthauaaut.Tarmjard 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM arauLuseadwtnittarapednc prsg5prfnkkirs asyatema a9oTaat PLUMBING CODEC. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY h Available since 2008. a ratlan tfrldallrcrlorAiye as ap� 00'a no wide attic with up IQ a 1212 U�L f Q f {,,QL�� T�� Minimum Operating Pressure: Refer to the Approval Chart. 2. LISTINGS AML] APPROVALS apdro-Wraasderaled tV f NFPA noon N� t to �e0naevw7 AFCON MFG. ARE U.L. LISTED AND ARE INSTALLED ACCORDING Ta THE � The S'prxdllc Application Atlio Sprin- brenctdines to swarths main poison of .`'•'- =... HANGING REQUIREMENTS IN THEIR TECHNICAL DATA SE DETAIL). Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi {34.5 ba(). cULus Listed: Category VKKW Idcrs provide an exte.tded mvareee yb�ieandsav raladdficnalbranch- "0 y:79a Thread size: 112" (15 mm) NFT c L Refer to the Approval Chart on page 147w and Design Criteria an page 147x far cULus Listing requirements that must be spacng afmrnetrve t❑ rhe reatrlctetl Anes to corer the hlo arera. +°nth the ``„ abasing o{stsrderd spray k� 3ppdRc Application Attio Sprinklers, 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH Nominal K Factor: 4.9 U.5- (iO.B meirief) fo4owed The res+rkdsd aparan¢5 of the re❑uiredcaveragecan beotxained THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN TRACT 32879 PLAN 1.2957 (Metric K factor measur m sill shown is in Sar. When pressure is measured kl kPa, dividethe metric 14factor shown by 10,1). Spray Spdrrklets used wMin attics Is wrthJLIM ora branchlirm rwrdra below �� • daxribodInthe 2007eOWnofNFPA trispeak aidormdownaechalopaopf NFPA 13D, 2013 EDITION. LOT 218! 81335 STORM COURT Glass -bulb fluid temperature rated to -65 "F (-55 °C) 13, Taa,e 5.8.2��(a) and section Uiehl yso%swoulaw ldrn uftInaaded k,r Overall Length: 2-114" (58 mm) 3. TECHNICAL DATA rtats'04ilaet Thisraeaeflon ntnenam LA QL}INTA, CA 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED LICENSE NO. W600 Specifications; bar of Ixanchliles saves the coat or m. p FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE • flAateriai Standards: thepfpa fetinga, hartaare and asao- Frame Casting: Brass UNS-0$4400 or QM Brass Avalable since 2008. slated tabor �, el4nmarlrlg up m flu - HOUSE 15 ADDRESSED ON. CUSTOM, TRACT, MULTI -FAMILY Viking Technical Data may ba found an Minimum Operating Pressure: Refer to the Approval Chart. bfunm1 naL � AHJ: RIVERSIDE COUNTY FIRE DEPARTMENT AND COMMERCIAL Deflector: Brass UNS-C2 00, Phosphor Bronze UNS-C51000, or Brass Anctwrimportant of UW spa- r ' The V[king Corporation's Web site at Maximum Vldorking Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34,5 her). ' ,' 10- SMOKE DETECTORS TO BE: INSTALLED BY OTHERS. UNS-C26D00 )mPaRr�wr ciliaqppecaaarlTda❑ nklerucrataH • http:llwww.vikinggroupine.com. Thread size: 112" (15 mm) NPT Ara,aT rater � raclvacal �u ogy is theradutnon in SystemWLEna. DESIGN, ENGINEERING AND Bulb: Glass. nominal 3 mm diameter sr,..e � a��� TMa vorlarle reduction may FwA in g .a Betievilte Spring Sealing Assembly: Nickel Alloy, coated on both sides with The Web site may Include a more racenL Nominal K -Factor: 4.9 U.S. (iO.B metric") disci gthealbeotadrypfpevtlhw{xnd s. 11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE J.L. LISTED AND INSTALLATION wwlnnva• ttwprove" cautions ar campimm) and p❑ealbty auow r❑r Teflon Tape ed[tion of this Technical Data Page. " Metric K4aeMf measurement shown is in Bar. When pressure vs measured in kPa, divide edrhrespaltohandlir�9arrdrnrfal- qu tkerwaIor Yore, al,rninwirQ MANUFACTURED BY VIKING. INSTALLED AT 1B FT. MAXIMUM SPACING LEGAL DESCI4IPTIDIV a Vie metric K -factor shown h3 10-0. A16❑6ofaprmkfer$ownsandWw ihanaedforan�aretor. (SEE TECH. DATA). Pip Cap and Insert Assembly. Copper UNS-C11000 and Stainless Steel ponantslmrrnpwhmm"a dAr 705 E. HARRISON ST., SUITE 200 Material Standards: Viking Technicat Data may he found on araxaanace.,perr,:amridydarnwe OCCUPANCY: R31 U CORONA, CA 92879 UN5-530400 a sprlrrlrler�rstem orlfs OW*O- 12. UPRIGHT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. Compression Screw. Brass UNS-G360W Sprinkler Body Brass UNS-CS4400 or QM Brass The VlkIng Corporation's Weis site at narrraand cwt &ftsprk&wtoM# LISTED AND MANUFACTURED BY TYCO INSTALLED AT 120 SQ.FT. SPACING PH -500.915.3473 Ordering Information: [Also refer Lathe current Viking price list.} Deflector: Phosphor Bronze UNS-051000 htt :lfwww.vlkf rQupinc.corn. tQopmhRinaf"aa'tr'B6Worca"� CONSTRUCTION: V -B p p +fig IrmopamtepAwra yly. (SEE TECH. DATA). FAX -951.272.2535 Deflector Pins: Stainless Steel UNS-534200 The Web site may include a more recent STORIES: 1 • Sprinkler: Base Part No. 13637 Button: Brass UN5-036000 - Order Sprinkler VK468 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the tempera- edition of this Technical Data Page, --� r�,arh- 13. PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. BUILDING AREA: 3,601 SOFT. The recipient of these plans tura rating to the sprinkler base part number- Seat Assembly: Brass UNS-C31600 Frmw 6°lt , Fam4 s Gcenp.aaba LISTED AND MANUFACTURED BY VIKING INSTALLED AT 161FT. MAX. SPACING hereby acknowledges that all Compression Screw: Brass UNS-036000 a x° c�"e'°°'a � s.a � s°°" SEE TECH- DATA). plans, details, specifications or Finish Suffix: Brass =A, Chrome-Enloy®= F, and White Polyester= M -111V Fusible Element Assembly: Beryllium Nickel, coated with black acrylic paint 3 `� s°" `Ah b ° °r FIRE SPRINKLER SYSTEM: methods of installation Temperature Suffix: 155 .,F (68 °C) = B, 175 'F (79 °C) _ [0 T,1ral s 2• '- ^ contained in this set of plans is Levers Stainless Steel UNS-531600 14. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT DESIGNED AND INSTALLED PER 2013 NFPA 13D ALL the sole property of Flre For example, sprinkler VK468 with a Brass finish and a 155 °F (6$ "C) temperature rating W Dalt No. 1363748. p6L0 Yf 9 parr t-- `"lrl" Lever Bar' Copper Alloy UN5-C72500 ,.1r1'r t,�l° r-f429mnn)-$ FIXTURES, CEILING FANS, ETC. DR IN ACCORDANCE WITH TABLE 8.2.5.4.2 AND RESIDENTIAL WITH A.05 DENSITY WITHIN AREAS. Sprinkler Systems, Inc. and Available Finishes And Temperature Ratings: Belleville Spring Sealing Assembly: Nickel Alloy: coated on both sides with Teflon Tape °''0m4t a,s°a1 a SECTION 8.2.5.2. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS that any use of this set of plans Refer to Table 1 Cover Adapter: Cold Rolled Steel UNS-G10080, Finish. Clear Chromate over line PlatingARE IN COMPLIANCE WITH 8.2.5.4. o prohibited and is a violation � 'e�R � of copyright laws without first Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book-) Shipping Cap: Polyethylene 4 B a Fwrr .AA, ARAM WA -4 BUILDING SUMMARY receiving permission from Fire Sprinkler Wrenches: Cover Plate Materials: 1 2 _ i ar 15. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN Sprinkler Systems. A. Standard Wrench: Part No. 10896WIB (available since 2000] Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800 ACCORDANCE WITH 8.3.3. Spring: Beryllium Nickel o,p wnFt4❑+ B. Wrench for recessed sprinklers: Part No. 13577W16" (availal`�le since 20E]8) r� J Pnags 16. SPARE SPRINKLERS SHALL NOT BE REQUIRE[) TO BE PROVIDED IN C- Optional Protective Sprinkler Cap RemaverlEscutcheon Installer Tool'* Part No. 15915 (available since 2010).Solder Eutectic -� 1 1?21NPT ACCORDANCE WITH 5.1.1.1 Ordering Information: (Also refer to the current Viking price list} nr ,r,, m� r z �r r,,,•n,., m� CONCEALED RES. PENDENT SPRINKLER f1 .' ratchet is required [not available from Viking). Noeaurranx IN Viking Freedom°" Residential Concealed Pendent 5 rinkter VK457 and Cover Plate Assembly must be ordered separately' r4 KF. -I I " 'cti VRAMF "'Allays use from the floor by attaching a length of 1" diameter CPVC tutimg tothe tool. Ideal for sprinkler cabinets. Refer to Buflekin F-451$08. g P CA= rvus n�Ara gum UPRIGHT QUICK RESPONSE SPRINKLER lSFLTIOe A N"maa aIILTeae FLEYA7I[N1 Fofm No. F-01 2706 Replaces page 149m -t, dated March 18; 2011. (Revised Form No. F072607 Replaces page 147u-�, dated Sept. 9, refer nce to QM Brass ! � CONCEALED RES. PENDENT SPRINKLER to s rinkler materials and added reference TIA 1028R.) MOLORE Ij sprinkler materials and added reference to TIA 10288.) ar*la a nran�Apwrrry4.zor�srcFacraa sPFcrFrc CHANGE 1N ELEVATION W �a'� ° - • : SPRINKLER - _ , - _ ANDFINIMOM NNP MTM &6 K -FACTOR APPLICATTdtr 0CWBUSn8LE CONCEALED SPECIFIC AFPLICAtlDN ATTIC SPRINKLERS SPACE SPRINKLERS AVAILABLE - i ' -- Winkler Sprinkler Nominal Maximum Temperature Rating Covet' Plate Large cover square coyer APBprin1dar(MicMm@ Tett;hr�rcal i0 r8tl17JfI ® RISER LOCATION {PER DETAIL) �+ Teri perature Temperature Amolent Ceiling of the Cover Rase Part Maw Base Plate Base IWalled In theupngte. ar4Mdon with rk Sprinkler Tempanature Sprinkler hi urinal Maximum Ambient [halt denacrar paroMal to (Fir roof, the Classification Temperature Rating' Ceiling Tem ratur+a2 Bulb Classification Rating' Temperatures Assembly [Requlrt d} NUfllbBrs P&rt Number' Pati Number' Uj ModalAPSpnnkters{Figur0F)arei� lD�#$ BB1K.e.orlas),t[IP�L=b6j + NODE POINT FOR CALCULATION p pe landed to be used to provldd pn�lection Approvais The glass both contains a Rurd that ex- Oi dl nary 165T (74 "C) 100 °F (38 "C) 135 'i- (57 `'C) 13504 13,342 153,94 of auk areas outa[de the sd6pe of ap. UL & G -UL Lmted. (The approvals only pends when a dosed m heat when the )� Ordinary 155 °F (68 'C: ) 100 `F (38 -G) Red r pllcati❑n tar the BR 5U, or MP Sprin- apply to the sero as conditions indl- rted tempeaature is reactretl, the fluid % HANGER TIC DETAIL Cover Plate Finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique SraSs, Brushed Bras... Brushed Copper, Painted KOM when used, tho AP*Irlklers catedinthe Design Cdhr iaamiorton mpandBsuf clew m$natrernaglssa xaLL pwa ids a hydfaoic wvarrtago owr P� t3 and the Ueslgn rsuldellnes sec- bulb, allowing the BPKnWar to activate Intermediate 175 "F (79'C) 150 `F (65 °C) Yellow 1Nhiie, Painted ivory, or Painted Black MendardSpray Sprinkleraforihepro- tion onPagaa-) and watartoFlow. Sprinkler Finishes: Brass, Chrome-Enloyei (patents pending), and White Polyester [actionawil aftnfattle maaacBb. S . ar HIP Approval Chart SpdntaerTemp.rarureRating of rinkla etlon for the BB, so or HIP Pipe c dad cannec.2 BhefusI .elasa mbly S x ���1 �� CA `ry z Carer Poste Tmnperawra Raanp Sprinklers. 712 inch NPT far I(a4.2 &Z.0 314 inch The luslble Iklkaeaembly 4a comprised 1 VI L C! V L! Footnotes Residential Concealed Pendent Sprinkler VK457 NPF fvr Kc &D of two link halves which are joined by yiht Ca F Plata Flnlsh KEyf For systems designed to NFPA 13b1 or NFPA 13#t. I Dix a Gaenicieltt a thin layer of solder. when the repel - --- t The sprinkler temperature rating is stamped on the deflector. page 147x. )"r' r,,,,�;1�, to----- +rr4 i5 reached. the rokiar pr Fors tems dies ned to NFPA 13, refer to the desi n criteria on Ys � $ K - 5.6 GPMlpsi �a,rfi L'rbar"] e11ow1ng the a¢rhkkr to activate and z Based on NFPA•13. Other limits may apply, dspending an fire loading, sprinkler location, and otherrequiri nmcnts of the Aukharity Having Jurisdiction, HPT Thread Size Nominal K -Factor x.6.00PMlpai"� (116 G LPhVbarnJ t ��mRo,,• Refer to specific installalion standards Sprinkler [lase Maximum Water Part Number' SIN Working Pressure Tonverau"ftrmadiate �'g Approval Chart Inches mm U. r metric' I='F/0'rf r1 a(K4. eaK&C)rwsUj Tsmperuture KEY 146944 VK457 112:�L 15 '.9 70.6 175 psi {12 bar) -Rr10°FP93°Cior 1313 (K4.2 & xao), f Residential Pendent Sprinkler VK468 �� Ftnhh HIP, AP AfX1 f aculdhsn, ilr apprcahle) Listings and Approvals' mz'Fnou G for BB pC5.b), SP For systems designed to NFPA 13DI0 or NFPA 13R. a [Refer also to Design Criteria do page 747x.) soya P For systems designed to NFPA 13, refer to the design criteria on page 149r. Maximum Areas of Coverage" minimum Water Supply Requirements ALLOWABLE NPT Thread Size Nominal K -Factor Overall Len th cULus4 NYC NSP Mirtow. MtH1M+rar -wR ruxTER Maximum Water g MODEL K siva PM qP PRFasul . ww o er Bur ria WATER Sprinkler Base 121"M avM pprra Pel DWI. cerosin SIN Installed below smooth, flat, horizontal ceilings, Including ceilin s with slopes up to and including ?172 [9.5) TIME, Part Number' Inches MM U.S. matriO Working Pressure Inches rnm g $ 9 12 ft. x 12 ft. (3.7 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) Axl see Footnote 5. AXI amend. 13637 VK468 112 15 4-9 70.6 175 p51 [12 bar) 2-1I4 58 est so Tr41e0 s6a pari) 3a(+44j 22.0 ts,q 4:tx ta3ym iaaaman 7.lz tss] ia] 14 ft. x 14 ft. (4.3 m x 4.3 m) 13 gpm Q 7.0 psi (49.2 Umin @ 0.48 bar) Axl see Footrw*S. Axl BEM &6 TY41al ss0(trr,a) md4+t 22.01%. T.t2 (500 tomes than 117.12 (SM � Listings and Approvals' 003 aro TY4taa toped 4apr� 28-OP-71 t0:12tenmtx:lxtlo0l a Maximum Areas of Coverage* Minimum Water Supply Requlrements4 {Refer also to Design Criteria on page 149r.) 16 ft. x 16 ft. (4-9 m x 4.9 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) AXI See Foolnats 5. AX1 Bet vas TYasao >4002.2}tasacfllr,3) 380" 4e-op,2) 412 g gtoieaa tn.n 7:12 po 10) cULus' NYCE NSF° 18 ft. x 1B ft. (5.5 m x 5.5 m) 17 gpm @ 12.0 psi (64-4 Umin ® 0.83 bar) AX1 sue Faatngm 5. Axl r3B2 6s TY3te1 �40t122}loeo 11931 SAt144) 415.0(3A 712 t58)toles *W 10112ta3j t°) �'i 5� 0133 5.6 TyWa2 >4o p2,2} to s❑ i1a,3) 9s p44) 45,4 P.2I 10°12 (&3110 12-12 11ao) lei Installed below smooth, flat, horizontal callings, including sailings with slopes up to and including 2f12 [9.5°) 20 ft. x 20 ft. (6.1 m x 6.1 m) 20 gpm @ 16.7 psi (75.7 Umin a 1.15 bar) AX1 See FoDtnote5. Axl BB, s6 TY3100 s4002A 25 tai 24011.41 4:12 (33Jwreasthanr.12ts91 {� W 12 ft- x 12 ft. (3.7 m x 3.7 m) 13 gpm @ 7.0 psi (49-2 Umin IC 0.48 bar) A1X A1X A1X Installed below ceilings with sloped up to and including a B112 (33.T°) pitch. Refer to Figure 5 on page 147Y. Bax &8 TY31er 5A(12,2) 25Iaffl* 20.0 20-0n.4i 10:12 t easthan (100:tsiaa) {a aa3 as TY3192 s40 pa,2) 261rr6} ac -0 p,4] l0:sz (a.Ty m 12:1x poo} 14 ft. x 14 ft. (4.3 m x 4.3 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) AIX Al X A 1 X UL NYC NSF- Sal 4.2 lY2190 520 tel) 13 tow a.s tar} ads (2b} to tees than 7.12 t58} 4s 0) 16 ft. x 16 ft. (4.9 m K4,9 m) 26 gpm r@ 28.2 psi (98-4 Umin @ 1.94 bar) AXI Sea Fcomom s. AXI 082 4.2 TY21a1 -2mv) ism s.e roar 712 ps)talemIth n Id1E04 4a(d) Uj 16 ft. x 16 ft. (4.9 m x 4.9 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0-48 bar) AIX A1X AIX Bas 4.2 TY2182 s2ml) 13 (48) 0.6 A?) ID;12ia3ito12.12Vaal 461d) t B ft- x 18 ft. (5.5 m x 5.5 m) 31 gpm @ 40.0 psi (117.3 Umin a 2-76 bar) AX1 see Footnote S. AXI sin 6.5 TY31e3,a0 Pr1) re s40 p2,x) 3500 se.0 (a,7) 4:12 (391 to toes ,henna a) )a} 18 ft. x 18 ft- (5.5 m x 5.5 m) 17 gpm @ 12.0 psi (64.4 Umin Q 0.83 bar) AIX A1X Al X sot s6 TY3t84 sin (6.7)1.54D p2.2) 35 [taxa 89,0 p,7) 7.12 tsswr..• th.m 10,12 t� (-) 20 ft. x 20 ft- [6.1 m x 6.1 my 31 gpm 40.0 psi { 117.3 Umin {� 2.1s ba r) AXI sea Footnote 5. AXI shy &6 cotes ,301.1) to son {12,2) 35 pa21 39.0 (2.7) 10-12 las) x112.12 (100) t0 20 ft x 20 ft. (B.1 m x5.1 m) 20 gpm 16.7 psi (75.7 Umin 7.15 bar} AIX A1X A1X Cover Plate Finishes sol se Tvataa >16{a,❑ltosaepa,l} 25fe6] a0.0n,4i 4.t2 [93]mr.su,an7.tstsB] [0 Installed below horizontal ceilings With Kearns°_ Cover Temperature Rating I - Polished Chrome, Brushed Chrome, Bright s62 as TYa1a4 >10PA)t-sWa 911) 2$ta5) xc-o 0,4) 7-12(5QiDlaesrhen1P.12(83) {� g Sprinkler Temperature Rating X - 135 °F (57'C) Dover 135041, 13542' (large diameter), Brass, Antique Brass, Brushed Brass, Ermuhed SD3 s.s TY3185 s10[3p)tossofe,l) etas) zaon,a 1un2Ato1Z12(1GM M APPROVAL r 12 ft. x 12 ft. (3.7 rn x 3.7 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) Bix Bix Bix A- 165'F (74'Q or 15394' (square cover plate) RIVERSIDE COUNTY FIR a Copper, Painted White, Painted ivory. or Painted sin 5.e TY31e3 sfot3.❑] 1e[rs) 11.5 (oral 4:12 gs}e,leselhamrl2 t6'y � ARTNIENT 14 ft. x 14 ft. (4.3 m x 4.3 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) Bix B i X B 1 X Black14 sae 6,6 TY3194 not3,o1 ig (721 N.5 (a,8) 7:12 15 fa lean than 10:12 la3] Ira WM 5.6 rr31e5 (10{3,6) lap 'n-5 (0-8) 10_r2{ayitp12:12{r001 Ob 13Y: 16 ft. x 16 ft. (4.9 m x 4.9 m) 13 gpm C 7.0 psi (49-2 Umin @ 0-4$ bar) Bis( Bix Bix � IGF4 CRI•IERIA kP e.s TYa1W >20(6.1)tosRI;@,q as 02% ma (2.5) 4,12"to12:121100) 00 LISA NT,]MNISHAM, F 18 ft. x left. 5.5 m x 5.5 m 17 m 12,0 psi 64.4 Umin 0-63 par B1X $ix BIX Aiso rater to tte oval Chats ag page 147w, HP r,.6 Tva1s7 szatat) lnll - .48b-,4) ail (soca ttt2 poo) ED) AP 6.6 TY3190 DAT :� cAs>:# . '•� . d 9 d ( ) �� � p ( � } t �r Mlnlrmum T Per (o,4abar) Mlnl- &ix t•� m 1x.�1R p6e] � Sell t011.11Al2p.a) mum W0gprNaq-+1. THEFTREDEPTAiPPROVALFORPIAN5 20 ft. x 20 ft. (6.1 m x 6.1 m) 20 gpm I@ 16.7 psi (75.7 L/min Q 1.15 bar) BIX BIX BIXME s.II.ii �. Listing Reau irentents:. AP 4 z rrrt n sa f4,1 mnJ dna9n Densky 312=$012'12000) s01d) installed below ceilings with slopes" up to and including a 6f12 (33.7°) pitch. Refer to Figure 5 on page I49q. When using Viking Residential Concealed Pendent Sprinkler VK457 for systems designed to NFPA 13❑ or NFPA 13R, apply the listed areas of cover- COMP AN ANE TH APPLICABL C � stir � (W Th& fA1HPLIANCE WITH APPLICABLE vcoEs = o is) Trta Ba arhdso roors,,en Is msaxured ricrgon,atN (� �01ne awl � snom ln:igva 1 and z UL NYC NSF8 age and minimum water supply requirements shown in the Approval Chart on page 147w- (b) mo NIP root upon 6 n. umd hcraontaryaa shaven in Figure 12. l d 20 ft. x 20 ft. (6.1 m x 6.1 m) 21 gpm Q 18.4 psi (79.5 Umin @ 127 bar) BIX see F..Unale 7. Bix s des F 3: The number of design sprinklers is to be the four contiguous most hydraulicallydemandln s Inklers. The minimum (c) RolmRufac to 2 67 pgdedwnw NFPA 19, Bastian sy.t � 'I� Idl Makg,wm castor ddirerytkne rot all sip of systems. 20 ft. x 20 ft. (fi.1 m x 6.1 m) 23 gpm 22.0 psi (83.4 Umin 1.52 bar) C 1 X see Footnote 7 C1 X required discharge from each of th a four sprinklers is to he the greater of the followong: e) l,a vw r°°rspaa msaaurnd along the slnpa 7 to orcin to teat [s l parpendlcula raslopa by mmdmum 12 rest (s,e y a+ M Co Z Z The low rates given In the Approval Chart on dala page 147w for NFPA 13D and NFPA 13R applications for each listed area of coverage, ��fal�� /� jj /j Approved Temperature Ratings Approved Escutcheons APPROVAL STAMP I� °p 00 � LU � ocr Ci Approved Finishes � � C' °D A - 155 IF {fib °C) and 175 `F (79 °C) X - Standard surface -mounted escutcheons or the Micro- Calcuksted based on a minimum discharge of 0.1 gpmisq. ft. over the 'design etrea" in accordance with sections 8.5.2.1 or 6.6.2.1.2 of NFPA13. 1 -Brass, Chrome-Enloye, White, and fast® Model F-1 Adjustable Escutcheon, or recessed with B - 155 °F (68 °C) Blackl2 •Minimum distance between residential sprinklers: 8 it. (2.4 m). �� C - 175 °F 79 °C the Micmmatic® Model E-1 or E-2 Recessed Escutcheon t -t l Q { ) NOTE- Concealed sprinklers must be Installed in nezJtral or negative pressure plenums only. Footnotes Part number shown is the base part number- Far complete part number, refer to current Viking prioe list schedule. MAR P " s 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 lv',� 1 10-0- "{ Q 10' ELEV. ' This chart shows the listings and approvals available at the lime of printing. Other approvals may be in process. Check with the manufacturer for any HYDRAULIC SYSTEM additional approvals- CPVC TO SYSTEM - 1,' r• r ��.; SFor areas of coverage smaller than shown, use the "Minimum Water Supply Requirement"for the next larger area fisted. Flows and pressures listed PRESSURE REGULATOR *FOR REFERENCE ONLY JOB I��� - '�� are per sprinkter. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum Water Supply TO BE SET AT 60 P51 a- DATE: 3110114 Requiremenr used. This Budding is Protected by a s Listed by underwriters Laboratories for use in the U.S, and Canada. L� TO DOMESTIC WATER SPARE SPRINKLERS SHALL 6Accepted for use, Uty of New York Department of Buildings, MEA Number 89-92-E, Vol- 35. Hydraulically Designed DRAWN BY: F.L. r Meets New York city requirements, effective July I, 2t:os. + CONTROL VALVE FOR DOMESTIC NOT BE REQUIRED TO •' � r Tested and Certified by NSF (National sanitation Foundation) to NSFIANSI Standard 61, Drinking Water System Components- Automatic Spr:i tkler System, 5 GPM ALLOWANCE PROVIDED PER 5.1.1.1 a Listings ata for residential occupancies with smooth, flat, harizarttal ceiings or horizontal mflintgs with beams. Indudes ceilings with slopes up to and inducing I 8' ELEV. a 2112 (9-51) pitch. (Far beam ceiling design criteria, refer to Beam Calling GukWes and Figures a through 7D on pages 149s-1)- } t 3/12114 '"Refer to TIA 102SR slope ceiling criteria exceptions. Dale Installed T Q4Q��CT N C���� �---� 1"GPVG RISER "Areas under sipped ceilings must be measured along the ceiling slope- Actual floor coverage In the horizontal plane under sloped ceilings will be less GAUGE than the listed area of coverage, Location CALCAREA 1 'z4ther paint colors are available an request with the same ciJLus Listings as the standard finish colors. 14-112" x 30" � CLAS5IF! ATI�fN �m._. .. Number of Sprinklers 2 2r �t Ev. AccE55 a00R Basis of Design VALVE * LICENSE N O. (Alsarafer tothe Approval Chart on page 1490.) CONTROL BALL 1. DENSITY ,O5 gpm�sq.ft, 112" MAIN ORAjN VALVE ruLus Ustfnn Reoufremerrts: 1. DESIGNED AREA OF DISCHARGE FINISH GRADE , V DlZ41N TOE TERIDR STATIC 80 -10% m 72 PSI ��9�� OF CA1 IFa���� when using Viking Residential Pendent Sprinkler VK468 for systems designed to NFPA 130 or NFPA 13R, apply the llsted ares of coverage and 0 ELE $�.� RI=510UAL 20 -10°k = 18 P51 minimum water supply requirements shown in the Approval Chart on page 1490. _ „ f FLOW 1500 GPM For systems des ngd to LAPPA 13' The number of design sprinklers is to be the four conligu,cus most hydraulically demanding sprinklers. The mini- �+ �f 1 t%4a COPPER L 1 METER mum required discharge from each of the four sprinklers is to be the greater of the folla:ving: System Demand 4 PSI LOSS RUBBER FACED GH CK VALVE SITE - 24X36" • The flow rates given in the Approval Chart on data page 1490 for NFPA 130 and NFPAI3R applications for each listed area cf noverage, Sri 1, WATER FLOW RATE 26.5 gpm WATER FLdW 1NFdF2MATl�N • Calculated based on a minimum discharge of 0.1 qpm/sq, ft. over the 'design area' in accordance with sections 1.5.2.1 or 8.6.2-1.2 of NFPA 13. L • Minimum distance between residential sprinklers: a ft. t2.4 nil- 2. RESIDUAL PRESSURE AT THE 1'/a" PVC 1" COPPER K BASE 4F THE RISER $$.] psi - 70` MAX METER 30 MAIC rd N - SCALE N.T.S. ALL WORK FOR FIRE SPRINKLER Installed By Fire Sphnkler Systems, Inc. -1.5' ELEV. SYSTEMS. INC. TO BEGIN AT B.O,R, IF SHEET I5 LESS THAN 24'X 36 I7 IS A REDUCED -1.5' ELEV. _1.5' ELEV. PRINT SCALE 1 ® REDUCE ACCORDINGLY ' SHEET ID I D DETAIL RISER DETAIL �PLAN 1_2M7 S HYDRAULIC NAMEPLATE UNDERGROUND N.T.S. N.T.S. (FOR REFERENCE ONLY) N.T.S. SHEET FPI OFFP3 i VERANDA ®'r I I i Y 11'-0" CLG F-"" 6'-6" W-3" T j T-1' T-2" 13' IF ONE GREAT ROOM12-4'CLG CLCKITCH11%0" C � 14 PANTRY im." CL I T-10" CLG I 4!-4 g' 0• c� [V N I C, 7n et I SEA ZON I 0 �, "° MASTER BEDROOM to 12'-0" CLG i I I V-0' CLG 5 8" OF PR low I I�__----------E=- DINING ROOM II f I 10'4' CLG 6'-2" — 20'x20' SPACING 9'-6" CLG ® ENTRY 12'-a' CL ....... --.. _._........... _...... .... .. PORCH a ttD A' CLG OPT. CASITA SCALE: 114" =1'_1J11 COURTYARD c Ur7 is _- ....- ..... --.-... , -, -.............. ...._.J._... ,.,,,.,_.,,.._....._._._......... _................. ..... ._............. ..... ff 4 ® 7' ATTIC I _ ACCESS VKLER TO ECTION @ FALL I 30 SQ. FT. LAUNLLAUN11RY'_ ...._ 10' 4' CLG ;,r li `L DSQ.IFT. I pJ l L l II ........ _. _ i N 2 -CAR GARAGE 9'-0" CLG M PrOTO6 TO OPT. CASITA I. •• •I 8' 1 a" FIRE SPRINKLER PLAN SCALE: 114" =11-0'1 2'-6" BEDROOM 3 14'-0" CLG , SKI 10'•6" [ 71-5A iii 16 SQI FT. I .. . ........ .. . ..... ........... ..... ... . .... MASTER BATHROOM Y f 1 B CA ARE,4 2 20'x. PACING T-7 $Q. FT. . ... `._....... J I I E9 -_ _j L 10'-4" CLG BEDROOM 110'-4' cLG r C9 N 20'x210' SPACING I. W.I.C� 10'-0 OLG' SPACING 61-r r R� V 3 44 BAT €iROOM 2 9'-0"[CLG GOLF CART I 81-0' CLG - - — - -- TAINams IkT ilk OLIN Ver TO OmeRm RISER 4'-a" LOC 0 S I7� - 37A" Zhu 7' pipe MATERAL - Carbon steel FINISI-E- 91 Gaivantred LISTINGS - L1L Liviod: FX 4231. EX 2551 PATENT - No. 6,6'8,278. FUNCTION - Ta support horizontal ptplrrg - CPVC, Copper or Steel A listed hanger in 6%Il 3 mounting posiliwl. I.B. aide of vadcel aurrace and both topside 4nd 6lnderslde of horizontal surface. A Ileted retalnar pmvidirg vertical and later reatre-sd in e® the above mounting posltlony, To prevent ilpWird movement of PPO That SSpPliea a Pendant spdnlder below the spin, To Sabin p vertical plpIng by providing pori—ta€ reattain r INSTALLATION - Per NFPA 130, Space by pipe type. Install on wood, concrete or etwl. Snap —grope, Then squeeze slmp back aIb ing pipe to side freely. When # 945 Threads are exposed In woad, Insall #M baclurig nut. FASTElERS- -NOOD` I1L Lisfsd pec NFPA 13 cpVc PIPS - ,#905 screw - no pre -drill Copper pipe - #9015 screw - no prod rho Steel P" - 11M Al 112' lag screw - no pre-drilliiasvewt Th. b!8' gypsum b—td -11-0'x2" fag screw 'STEEL- UL Listed per NFPA 13 - mm 18 GA CFVC pipe - 114- oryf14 Tak Screw Copper plpe - 114• or 414 Tek SQrew Steel pipe - 114- or 414 Tek $crew 'CONCRETE- Required minimum Inad each fastener The higher of 170 2,. pr 5fw11�25DlG�s FEATURES - 2 1 112' Offset- pipe wall to mountngsurface 3f1" and 1- pipe sire made with comm on cenm%arm 'Leg d"gn prodmaa ouperlor strength Offset edge ellminatea abrasion AFGON #905 screw feted for wood hoe 5-16' F1nx heed - IrrGuaW ORPERI NG - Part # and pipe ante NOT TO SCALE �A I SIZE & PIPE TYPE - 's14" [HRJJ 3" L'.P.V.G. PJPE LISTINGS - UL LISTED, EX 4231, EX 2551 INSTALLATION - PER NFPA 13D INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEM SPACE BY PIPE TYPE FASTENERS - In WOOD- 3/4"- OOD_314"- 3" CPVC PIPE - #905 SCREW- NO PRE -DRILL in STEEL: 314" - 3" CPVC PIPE - 114" OR #14 TEK SCREW NoMnai Pipe Size (In.) F � U 1'1V 1'/x" 2" 2'1W 3" 3"r" 4" 5" 6" 8" Steelpipe axeepi Threaded Eightwa I I N -0IA 12'" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15-0" 15'-0" 15'-0" 15-0 Threaded lightwall steel pipe NIA 12'-0" 12'-0' 12'-0" 12'-D" 12'-0" 12'-0' NIA NIA NIA NIA NIA Copper tube 8'-0" 8'-0" 10'-0" 10'-0" 12'-0" 12'-0" 12-0" 15'-0" 15'-0" 15'-0" 151-0" 16-0" CPVC 5'-6' 6-0" 6'-6' 7'-0" 8'-0" 9-0' 10'-0" NIA NIA NIA NIA NIA Polybutylene (IPS) NIA T-9' 4'•7" 5'-0" 5'-11' NIA NIA NIA NIA NIA NIA NIA Polybutylene (CTS) 2'-11" T-4' Y-11' 4'-0" 5-5" NIA NIA NIA NIA NIA NIA NIA Ductile. iron pipe SVA blit?, N10, N'A NIA 15'-0" NIA NIA 16-0" NIA 1514" 15--o- 514 STEEL - COPPER - C. P. V C. HANGER NOT TO SCALE �A I SIZE & PIPE TYPE - 's14" [HRJJ 3" L'.P.V.G. PJPE LISTINGS - UL LISTED, EX 4231, EX 2551 INSTALLATION - PER NFPA 13D INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEM SPACE BY PIPE TYPE FASTENERS - In WOOD- 3/4"- OOD_314"- 3" CPVC PIPE - #905 SCREW- NO PRE -DRILL in STEEL: 314" - 3" CPVC PIPE - 114" OR #14 TEK SCREW 0 i U 0 ► ttL - C;uYr't:M - U. V. G. HANGER NOT TO SCALE TOTAL LIVING AREA - 2,967 SQ, FT' - GARAGE AREA- 634 SQ. FT" DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2013 ED. NOTES; 1. ALL HEAD SPACING TO BE 16'x16', UNLESS OTHERWISE NOTED, 2. ALL PIPES TO BE %" CPVC, UNLESS OTHERWISE NOTED, 3. PIPE CLEARANCES MUST BE 1N ACCORDANCE WITH NFPA 13-9.3.4. 4. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5. UPRIGHT PROTECTION TO BE PROVIDED AT ANY FAU WITHIN THE ATTIC. RISER PIPE AND FITTINGS TO BE 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 aft. (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. a -,t tl,,4k :--� -R==roe VMS OPMNKLER SVETEM R. +c. i LICENSE NO.6a460D a CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION a 705 E. HARRISON ST., SUITE 200 CORONA, CA 92679 PH - 800-915.3473 FAX - 951-272-2535 • The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained In this set of plans is the We property of Fire Sprinkler Systems, Inc. and that any use of this set of lens is prohibited and is a violation of copyright laws without first recelvvg permission from Fire Nominal Pipe Size (in.) F � U 1'1V 1'/2' 2' 2'/x" 3" 3W 4" 5" 61 8" Steel pipe except threaded lighlwail NIA t7-0" 12'-0" 15'-0" 15'-0" 15-0" 15'-0 15'-0" 16-0" 15'-0" 15'-0" 151-0" Threaded Ilghtwall steel pipe NIA 12'-0" 12'-0" f2'4 12'-0" 12'-0" 12'-0' NIA NIA NIA NIA NIA Copper tube 8'-0" 9-0" 10'-0" 1 V-0" 12'-0" 12'-0" 12'-0' 15"-0" 15'-0" 15-0' 151-0" 15'-0" CPVC 5'-6" &-T 64 T-6' 8'-4y' 9'-0" 10'-0" NIA NIA NIA NIA NIA Polybltylene (IPS) NIA T-9' 4'-7' 5'-0" 5'-11' NIA NIA NIA NIA NIA NIA NIA PolybutyJene (CTS) 2'-11" 3'-4' 3'-11' 4'-5" 5'-5" NIA NA NIA NIA NIA NIA NIA Ductile iron pipe NIA NIA NIA NIA NIA 15'-0" NIA NIA 15'-0" NIA 15'-0" 15--o- 0 i U 0 ► ttL - C;uYr't:M - U. V. G. HANGER NOT TO SCALE TOTAL LIVING AREA - 2,967 SQ, FT' - GARAGE AREA- 634 SQ. FT" DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2013 ED. NOTES; 1. ALL HEAD SPACING TO BE 16'x16', UNLESS OTHERWISE NOTED, 2. ALL PIPES TO BE %" CPVC, UNLESS OTHERWISE NOTED, 3. PIPE CLEARANCES MUST BE 1N ACCORDANCE WITH NFPA 13-9.3.4. 4. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5. UPRIGHT PROTECTION TO BE PROVIDED AT ANY FAU WITHIN THE ATTIC. RISER PIPE AND FITTINGS TO BE 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 aft. (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. a -,t tl,,4k :--� -R==roe VMS OPMNKLER SVETEM R. +c. i LICENSE NO.6a460D a CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION a 705 E. HARRISON ST., SUITE 200 CORONA, CA 92679 PH - 800-915.3473 FAX - 951-272-2535 • The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained In this set of plans is the We property of Fire Sprinkler Systems, Inc. and that any use of this set of lens is prohibited and is a violation of copyright laws without first recelvvg permission from Fire JOB NO: 31197 DATE: 3/10/14 DRAWN BY: F.L. T ION Cp � ti 'A CLASSIFNI... �C� li C -W 0 * LICENSE NO. 684640 OF CAL'���a 312E - 24"X36" SCALE 1/4'= T IF SHEET IS LESS THAN 24'X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET iD PLAN 1.2967 FIRE SPRINKLER PLAN SKEET FP2 OF FP3 F � U J U Q CL Q CID co 2f cz 00 LU J N u ~oCX) JOB NO: 31197 DATE: 3/10/14 DRAWN BY: F.L. T ION Cp � ti 'A CLASSIFNI... �C� li C -W 0 * LICENSE NO. 684640 OF CAL'���a 312E - 24"X36" SCALE 1/4'= T IF SHEET IS LESS THAN 24'X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET iD PLAN 1.2967 FIRE SPRINKLER PLAN SKEET FP2 OF FP3 DATE: 3/12/2014 S:\2014\31197jr—ALC\PLAN 2967.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR BELMONT COLLECTION "PLAN 2967" LA QUINTA, CA TRACT 32879 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 1 Date: 3/12/2014 File No: 31197 Data File Name: PLAN 2967.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 Flowing Flow (psi) 1 13.0 7.6 2 13.0 7.6 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT Node Total Avail. Req'd No. Flow Press. Press. 14 18.0 72.0 30.1 14 31.5 72.0 59.2 DATE: 3/12/2014 S:\2014\31197\ C\PLAN 2967.rdf Page 2 RESULTS OF ANALYSIS 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 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 3.28 30.1 ---- 31.5 9.27 59.2 150 2 0.995 6.0 ---- -1.5 ---- ---- 0.09 0.00 26.8 ---- 0.26 0.00 49.9 - 2 2 70.00 3L -4.0 -1.5 ---- ---- 18.0 1.82 26.8 ---- 31.5 5.12 49.9 150 3 1.360 21.0 ---- -1.5 ---- ---- 0.02 0.00 21.0 ---- 0.06 0.00 40.8 3 3 4.00 LG ---- -1.5 ---- ---- 18.0 0.20 21.0 ---- 31.5 0.56 40.8 150 4 1.265 3.0 ---- 2.0 -5 5 0.03 1.52 19.2 5 0.08 1.52 38.7 4 4 6.00 3RS ---- 2.0 -5 5 13.0 0.52 19.2 5 26.5 1.94 38.7 150 5 1.101 11.0 ---- 8.0 ---- ---- 0.03 2.60 16.1 ---- 0.11 2.60 34.2 5 5 2.00 C ---- 8.0 ---- ---- 13.0 0.09 16.1 ---- 26.5 0.34 34.2 150 10 1.101 1.0 ---- 10.0 ---- ---- 0.03 0.87 15.2 ---- 0.11 0.87 33.0 6 10 30.00 L33R ---- 10.0 13.0 3.78 15.2 ---- 26.5 14.09 33.0 150 11 0.874 10.0 ---- 10.0 ---- ---- 0.09 0.00 11.4 ---- 0.35 0.00 18.9 7 11 85.00 3L7R ---- 10.0 ---- ---- 6.5 2.74 11.4 ---- 13.3 10.21 18.9 150 12 0.874 19.0 ---- 10.0 ---- - - 0.03 0.00 8.7 ---- 0.10 0.00 8.7 8 12 1.50 B ---- 10.0 ---- ---- 0.0 0.00 8.7 ---- 13.5 0.45 8.7 150 13 0.874 3.0 ---- 10.0 4.71 ---- 0.00 0.00 8.7 13.5 0.10 0.00 8.2 9 12 8.00 B ---- 10.0 - 13.0 1.04 8.7 ---- 13.0 1.04 8.7 150 14 0.874 3.0 ---- 10.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 10 12 32.00 4R ---- 10.0 ---- ---- -6.5 0.94 8.7 ---- -13.2 3.50 8.7 150 15 0.874 4.0 ---- 10.0 ---- ---- -0.03 0.00 9.6 ---- -0.10 0.00 12.2 11 15 2.50 B ---- 10.0 ---- ---- 0.0 0.00 9.6 ---- 0.0 0.00 12.2 150 16 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 9.6 ---- 0.00 0.00 12.2 12 15 58.00 LB4R ---- 10.0 ---- ---- -6.5 1.80 9.6 ---- -13.2 6.71 12.2 150 11 0.874 11.0 ---- 10.0 ---- -- -0.03 0.00 11.4 -0.10 0.00 18.9 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\K-)C\PLAN 2967.rdf /-I� 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 7.41 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 6 at 14.17 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. 50081444 ) to provide an average imbalance of 0.016 gpm at each node and a maximum imbalance of 0.19 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.11 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 3/12/2014 S:\2014\31197\G,�\PLAN 2967.rdf 75.0 I -- - — A - 67.5 P _ 60.0 R E 52.5 S S 45.0 U R C_ 37.5 E 30.0 B L P 22.5 S 04 8 12 16 20 WATER SUPPLY CURVE m 4-- -• - . -- -- 1 24 28 32 36 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 @ 31.5 gpm B = Required Water Supply D = Required Water Supply 30.1 psi @ 18.0 gpm 59.2 psi @ 31.5 gpm Page 4 40 DATE: 3/12/2014 S:\2014\31197\Cl"V,\PLAN 2967.rdf ll'� Page 5 DATE: 3/12/2014 S:\2014\31197\C"�\PLAN 2967.rdf FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR BELMONT COLLECTION "PLAN 2967" 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 2967.rdf SPRINKLER SPACING 1 Page 1 400.0 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. Flowing Flow (psi) 1 20.0 18.0 1 20.1 18.2 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT Node Total Avail. Req'd No. Flow Press. Press. 16 25.0 72.0 53.2 16 25.1 72.0 53.5 DATE: 3/12/2014 S:\2014\31197\,)C\PLAN 2967.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 6.04 53.2 ---- 25.1 6.11 53.5 150 2 0.995 6.0 ---- -1.5 ---- ---- 0.17 0.00 47.1 ---- 0.17 0.00 47.4 2 2 70.00 3L -4.0 -1.5 ---- ---- 25.0 3.34 47.1 ----- 25.1 3.36 47.4 150 3 1.360 21.0 ---- -1.5 ---- ---- 0.04 0.00 39.8 ---- 0.04 0.00 40.0 3 3 4.00 LG ---- -1.5 ---- ---- 25.0 0.37 39.8 ---- 25.1 0.37 40.0 150 4 1.265 3.0 ---- 2.0 -5 5 0.05 1.52 37.9 5 0.05 1.52 38.2 4 4 6.00 3RS ---- 2.0 -5 5 20.0 1.16 37.9 5 20.1 1.16 38.2 150 5 1.101 11.0 ---- 8.0 ---- ---- 0.07 2.60 34.2 ---- 0.07 2.60 34.4 5 5 2.00 C ---- 8.0 ---- ---- 20.0 0.20 34.2 ---- 20.1 0.21 34.4 150 10 1.101 1.0 ----- 10.0 ---- ---- 0.07 0.87 33.1 ---- 0.07 0.87 33.3 6 10 30.00 LB3R ---- 10.0 ----- ---- 20.0 8.38 33.1 --- 20.1 8.44 33.3 150 11 0.874 10.0 ---- 10.0 ---- ---- 0.21 0.00 24.7 ---- 0.21 0.00 24.9 - 7 11 85.00 3L7R ----- 10.0 ---- ---- 8.1 4.10 24.7 ---- 8.1 4.13 24.9 150 12 0.874 19.0 ---- 10.0 --- ---- 0.04 0.00 20.6 ---- 0.04 0.00 20.8 8 12 1.50 B ----- 10.0 ---- ---- 0.0 0.00 20.6 ---- 0.0 0.00 20.8 150 13 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 20.6 ---- 0.00 0.00 20.8 9 12 -8.00 B ---- 10.0 ---- ---- 0.0 0.00 20.6 -- - 0.0 0.00 20.8 150 14 0.874 3.0 ----- 10.0 --- 0.00 0.00 20.6 ---- 0.00 0.00 20.8 10 12 32.00 4R ---- 10.0 ---- ---- 8.1 1.42 20.6 ---- 8.1 1.43 20.8 150 15 0.874 4.0 ---- 10.0 ---- ---- 0.04 0.00 19.2 --- 0.04 0.00 19.3 11 15 2.50 B ---- 10.0 ---- ----- 20.0 1.15 19.2 ----- 20.1 1.16 19.3 150 16 0.874 3.0 ---- 10.0 4.71 20.0 0.21 0.00 18.0 20.1 0.21 0.00 18.2 12 15 58.00 LB4R ---- 10.0 ---- ---- -11.9 5.52 19.2 _--- -11.9 5.56 19.3 150 11 0.874 11.0 ---- 10.0 ---- ---- -0.08 0.00 24.7 ---- -0.08 0.00 24.9 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: 3/12/2014S:\2014\31197\( )C\PLAN 2967.rdf �� 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 6 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 11 at 10.74 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 0.012 gpm at each node and a maximum imbalance of 0.15 gpm with one sprinkler flowing, and 0.016 gpm at each node and maximum imbalance of 0.19 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\I uC\PLAN 2967.rdf . V .4 .. WATER SUPPLY CURVE Page 4 40 75.0 67.5 l P 60.0 R E D 52.5 S S 45.0 U R 37.5 E I 30.0 P 22.5 S I 1 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 FLOW (GPM) Static = 72.0 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 25.0 gpm 72.0 psi @ 25.1 gpm B = Required Water Supply D = Required Water Supply 53.2 psi @ 25.0 gpm 53.5 psi @ 25.1 gpm Page 4 40 DATE. 3/12/2014 S:\2014\31197\(--),C\PLAN 2967.rdf �t^} Page 5 Date: Customer Name: Parcel No. Address: -. !_A&- �U, 9-5 - �'0 2-9, Residential Connection Charge Estimate April 21, 2014 Lennar.Homes, Inc. 767-790-057 81335 Storm Cat Crt, La Quinta Phone No. (951) 817-3526 Geo. 06-07-15-2 LID: 669370 Block No. Lot No. 218 Size of Lot: 24,829 sq. ft. Tract No. 32879 Type of Service: R-1: CI 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 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 Water Demand* Max. Flow= Min. Pressure= Fire Sprinkler Demand* Max. Flow= Min. Pressure= System Type: Muni O 15-20 gpm 60 psi 31.5 gpm 49 psi Stand Alone ❑ Service Connection** Max. Flow*= Inlet Pressure = Outlet Pressure= Meter Size = Service Size= 31.5 gpm 77 psi 51 psi 1 inch 1 inch ** For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Notes: Tract No. 32879, Griffin Ranch, Phase 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 sewE!r lateral. E-mail Invoice to: larry.liebel@lennar.com & ulrich ----- PZ 14=5414 r pi Technician: Sandra Villalobos Approved by: Date: cvwd-950 *********This is iust a OUOTE. all fees are subiect to Chance********* 1)/11 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 291h,2014 Fire Sprinkler Systems 705 E. Harrison Street,Ste.#200 Corona, CA 92879 Re: Residential Fire Sprinkler Plan Review LAQ-I4-RS-029, Belmont 81-335 Storm Cat Ct. La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions. A minimum of three spare fire sprinklers of each type and temperature rating along with a sprinkler wrench should be located in a spare cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all control valves. A warning sign, with minimum 1/ inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to the system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. The following inspections/tests are required to be witnessed by the Fire Department Planning Division Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure (b) Final inspection The Fire Department job card, approved plans and condition letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering Staff at (760) 863 8886. Sincerely, Lisa Nottingham, Fire Safety Specialist PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT 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 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 a 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-029 Belmont 81-335 Storm Cat Ct. Lot 218 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 s� Jason Stubble Fire Safety Specialist Otero, Stephen@CALFIRE Subject: Location: Start: End: Recurrence: Organizer: Rep. Name: Phone#: LAQ-I4-RS-029 - GRIFFIN RANCH/BEMONT LOT 218 - RES SPK FINAL 81335 STORM CAT COURT LOT 218, LA QUINTA Tue 7/22/2014 3:30 PM Tue 7/22/2014 4:00 PM (none) Hetrick, Kohl@CALFIRE Cell#: Co. Name: CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitorin SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile stora a Primary piping In-racksprinklers Secondary piping Hose racksDis - ensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off Hi h pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/oadlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: ` . Finish Time: Start Time: Finish Time: Stubble, Jason@CALFIRE Subject: Location: Start: End: Recurrence: Organizer: Rep. Name: Jr Phone#: 951-733-0485 LAQ-I4-RS-029 - BELMONT - LOT#218 - O.H. ROUGH 81335 STORM CAT COURT, LOT#218, LA QUINTA Fri 5/2/2014 9:40 AM Fri 5/2/2014 10:00 AM (none) Stubble, Jason@CALFIRE Cell#: Co. Name: FSS vi uowL. HYDRANT SYSTEM PASS 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 monitorin SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final X Overhead rough 2iping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off Hi - h pile storage Primary piping In-racksprinklers SecondaEy 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 ile 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: Finish Time: �( 1 Finish Time: Start Time: 1 Riverside County Fire L,epartment Fire Protb-tion Planning Section Riverside Office: 2300 Market SL, Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Murrieta Office: 39493 Los Alamos Rd., Ste A, Murrieta, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas Rd-, # 201 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: To: La bU l C) Fax: Tract/Parcel Map #: �Ce► N 4t j (k L o�Qf Permit/Lot #: LA - �� - �S -�41 Job Site Address: b 1 CSF\ GJV ►-�` Qy►KAn, ct �a53 Final For Recordation Release For Building Permit(s) Shell Final Only (No Tenant) Final For Occupancy. ST(" iti LkSC5 Building Plan Check Fees Paid Building Plan Check Fees Not Paid Other Fees Fees Not Required If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for further assistance. Authorizing ign`a ure 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 O New (0 Re -Submittal # Per, it N' - F7RF= PLAN REVIEW FORM ❑ As-builts Project N. - • i■ S Y1 r3lia i1 m �► t Address: ••� �. r 1►.11l u . sri Fire Protection Planning Palm Desert Office: 77-933 Las Monta6as Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 Office Use Onty RECEIVED APR 22 2014 RIVERSIDEL0uMFIRE MOTTEMON PLAN9NIIV8GMlm5G Plans �cc�lveci I have read and understand that Fire Dept fees are Deposit Based Fees and there may be additional moneZY25E�S to or after project final. Sign: ✓J•V. Print:COTEAUX Ganfcifoirraali tins;;" "ilfmatramfac#_ CONTACT PERSON: Mailing Address: City & Zip AMY DESCOTEAUX BILL TO: FIRE SPRINKLER SYSTEMS, INC. 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 Mailing Address: 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. An changes In billing information must be made in writing to our office. � ��r�,'y'a... ,�.,p. sr•• �nr^�r—"s S. 7--•7i, .�.w-.jl•� Li:I '.��-l:c�. FO. ';i. z��..ai .r•'fi e:f �,�._.�i.r•"�'.�'•.��Yi�� .T•" • 0 Commercial O Industrial residential O Special Event ❑ Other Building 0 Building Tenant Improvement ❑ High Fire Area E3 Underground Water 0 prinkler System ❑ Ti Sprinkler System D Sprinkler Monitoring Q Fire Alarm System O Hood & Duct Suppression System O Other Suppression System 17 Spray Booth O Cell Site ❑ High Pile/Racks O Other: St r Submittals: 0 Dispensers Only ❑ Above Ground ❑ Underground Office Use• Fee Paid: Reviewed by: ei/ Called for Pick -Up wa 11 e� . ; = _ Date Paid: �-L9 /t Date- I'fBy: PC Review Date: Check#: 0 Approved ❑ Denied Picked -Up J Received By: Plans Stamped: OYes ONO Date: By: - Letter Attached: ❑Yes ONO Receipt#(OCR) Job Card Included: ©Yes ONO Shipped By / Method Form 1 — Revised 101.17/20 10 Visit us at www. rvcfire.or Riverside County Fire Dep ment .re Protection. Planning _ Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 0 New ❑ Re -Submittal # Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Ll Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 officeUse Only PLAN REVIEW FOR A`iy� Z -1 Permit No. i 14_ IZ_G- Da:O Project Information (Please Print) ❑ As-builts Project Name: BELMONT / TRACT 32879 / PLAN 1 MODEL Address: LOT 218 / 81-335 STORM CAT COURT City & Zip: LA QUINTA Contact Information CONTACT PERSON: AMY DESCOTEAUX 'A '12 201 Plan;; 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: T ESCOTEAUIX Billing Information rMame as Contact Info BILL TO: FIRE SPRINKLER SYSTEMS, INC. Mailing Address: 705 E. HARRISON ST., SUITE 200 Mailing Address: City & Zip CORONA, CA 92879 City & Zip Phone No.: 800-915-3473 Fax: 951-272-2535 Phone No.: Email: AMYD@FIREINC.NET Email; Fax: The person listed on "Billing Information" will receive . 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 approprliate items ❑ Commercial ❑ Industrial 0 Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water 0 Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring I❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth O Cell Site ❑ High Pile/Racks ❑ Other: Storage Tank Sdbmittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground 2P�1 K,;7y57r , o0 ,rate Check#: ;2,P -D 77 7 Received By: Receipt#(OCR) t/ Reviewed by: PC Review Date: ❑ Approved 0 Denied Plans Stamped: ❑Yes ®No Letter Attached: ®Yes ONO Job Card Included: ❑Yes [i]No V Form 1 —Revised 10/27/2010 Visit us at www.rvcfire.org Called for Pick -Up 'o�,q4 Date: By: /T/L lud�h7a' yo Picked -Up Date: By: Shipped By / Method