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FCMP2021-0046 Cantera Plan 4a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0046 MoFT�- Description: CANTERA / FIRE SPRINKLER MASTER / PLAN 4 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 12/17/2021 Address: 80255 VERA CRUZ CT Approved: 1/6/2022 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: ADDITIONAL SITES CHRONOL DAYS REVIEWS ACTIONS INSPECTIONS CONDITIONS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT RESIDENTIAL FIRE PROTECTION DBA ON GUARD 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 VanesaH@ONGUARDF P.COM BILL TO RESIDENTIAL FIRE PROTECTION DBA ON GUARD 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 VanesaH@ONGUARDF P.COM CONTRACTOR RESIDENTIAL FIRE PROTECTION DBA ON GUARD 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 VanesaH@ONGUARDF P.COM OWNER BEAZER HOMES 310 COMMERCE STE 150 IRINE CA 92602 1 (702)966-8021 OSCARG@ONGUARDFP COM •' ll • Printed: Monday, March 06, 2023 11:48:35 AM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0046 MoFT�- CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 1 $167.00 $167.00 2/8/22 WEB10655 6352473 912 CREDIT 950378 ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $167.00 $167.00 5/24/22 WEB11869 63738183917 CREDIT 950378 ECON Total Paid for FIRE FEES: $334.00 $334.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 2/8/22 WEB10655 635276912 CREDIT 950378 ECON 43 MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 2/8/22 WEB10655 635276912 CREDIT 950378 ECON ENHANCEMENT FEE 43 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 • INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST FIRE (2WK) KOHL 12/17/2021 1/6/2022 1/6/2022 APPROVED SEE ATTACHMENTS HETRICK 1ST PERMIT ARMANDO 12/17/2021 12/20/2021 12/20/2021 COMPLETE TECHNICIAN (1DAY) MAGALLON 2ND FIRE (1WK) KOHL 4/26/2022 5/3/2022 5/23/2022 APPROVED REVISED PLANS/CALCS HETRICK BOND INFORMATION Printed: Monday, March 06, 2023 11:48:35 AM 2 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0046 MoFT�- Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/17/2021 Etrakit Contractor 1ST SUBMITTAL - FIRE HYRDRO CALCS PLAN 1 SPRINKLER PLAN 4.pdf CANTERA@CORAL DOC 12/17/2021 Etrakit Contractor 1ST SUBMITTAL - MOUNTAIN PLAN 4 1 HYDRAULIC CALCS SUBS.pdf 1ST SUBMITTAL - DOC 12/17/2021 Etrakit Contractor MATERIAL CUT SHEETS MATERIAL 1 W/FIRE FLOW TEST CUTSHEET.pdf DOC 12/17/2021 Etrakit Contractor 1ST SUBMITTAL - SITE & Cantera SDP Site Plan 1 ADDRESS MAP REV 8-19-2021.pdf DOC 4/26/2022 Etrakit Contractor Revised Plans for Water CANTERA PLAN 4 1 Meter Change CALCS.pdf DOC 4/26/2022 Etrakit Contractor Revsied Calc for % CANTERA PLAN 4 1 Water Meter SUBS.pdf PLEASE USE THIS FOR DOC 4/29/2022 Etrakit Contractor NEW PLAN CHECK, CANTERA PLAN 4 1 SUBS_1.pdf UPDATED PLANS. PLEASE USE THIS FOR DOC 4/29/2022 Etrakit Contractor NEW PLAN CHECK, CANTERA PLAN 4 1 CALCS_1.pdf UPDATED CALC. DOC 1/6/2022 KOHL HETRICK FCMP2021-0046 - COA FCMP2021-0046 - COA 1 LETTER.pdf LETTER.pdf FCMP2021-0046 - FCMP2021-0046 - DOC 1/6/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf Master Plan 4 - REVISED Master Plan 4 - REVISED DOC 5/23/2022 KOHL HETRICK 1 PLANS APPROVED.pdf PLANS APPROVED.pdf Printed: Monday, March 06, 2023 11:48:35 AM 3 of 3 CENTRALSOLIARE SENUUSPRINKLERCO.LTD. ReardenbaLead Free Fl at lat Concealed SodnaM GENERAL INFORMATION: zaTac.3 zyr _ ma a HPEd `/ (, ARLGO NOLE STRAP ARG Q PVO f90'R NO TE'AL_T%pNGMUSTBECOVEREO eeo U} @w a� B ! r, P'IE G IpCLEL IFYEiE yp ��yeg�4e•�l SIIII •F 5y e92 �' sk+ Model RC RE3 K Factor 4 9 SIN SS8464 GENERAL DESCRIPRON wo sms MT51 WITH IN$&ATpN TO PREVENT FREEZING. __ _LIF4Siq GUARDIAN R-30g THICKNESS. My 4'�EII3�3�'IEf@ p�' EE ei pypp OCCUPANCY RJ/U F ox ©) CO - NSTRUCTIONTYPEV-B NP. OF STORIES: 1 ON GUARD FIRE PROTECTION PIPS C-16: 950378 - - SITE 1��1 ci>nnaw[i () DROP AND INSULATION DETAIL as L=m 7N V/CINITYMAP NTS. ffi mn nam, a� HANGER SPACING ETAIL (NTS �Es —Aim awn,.,P,.�nA,wr.,,..,m..er.a,wmn•.,m,.v"..,. ,x.nw•w+m mme ewa„ SO uzEN1ASreRZOdO PI PE D ANaaplr. Lass 1wpxDR oop -AAIMe _ xreasswa.xoreaxmx aoasxw ,.mw:wa.a .a MAX SI1 ^ //I wan s 31a' (00) w30k (2 0) 118) BA MS OFREStpNM /sadc� 1c w•x.mmrn,.Pmmesw a,..mm. aw.,vu r a.m G.N TwN adpdDRFATERTrowrwpx ass 1O armm�memrm..rssw•ra 1-1R' (40.0) ]A 12.1) �iwroaw4 2' (SDq BA (Z.4) INCH� � 2-- N 0) A (27) x T tt racrw q°irnwrn.cr 6FSwY ^iacaiooarEscw•.aax DESIG �-/ Q IlOt 1 omlu.mRugmsm. asmeamwass.. we.amw»nmvammr,m�weO uAX -I a-41 wsrrnnq d -TT`iiSr _g.q a ar .n...a w.ex.w •,ee•w.,P•.,n.rs•e•ax"a„x•rin..d,exr•x.ra.nrwP,meeway A Tw�TroIM MOSTOEMANDING SCENARIO (N.T.S.) ENERAL NOTES: 1 mamaru m. no wn..r,n. w.ma.0 .narmesmxx, Mwem^m beUalawe NANOE1I tNsACINfi DE'rNL(NT8) m pe ts Boawn Slde pl Oba W clNn M.1 M) d MNIMIMOISTANCES FOROROIILIRYANDINIERMEDMT HM .THISSYSM HYOKAULICCALCUL-ATION.&ACCOMPANYING UMENTATIONARE DESIGNED TO COMPLYWITH THE 2016 NFPA 13D. -ALL PIPEAND FITTINGS SHALL BE WOO BLAZEMASTER CPVC 3 3 ,mesw,wwraemx.,so•wmwmmn. uemexaw.. FATSORCE ORdNARV HTEMP INIEAYEDMTE TEMP. ROVED AND UL LISTED FOR USE IN FIRE PROTECTION SYSTEMS. PIPE DIMENSIONSARE CENTER TO CENTER. rxer m.nmxnr,. x.m i^' smEOFO FELESSNORRE ED FIREP Fu�PIA — tff - Llg le1.tlta .ALL . ALL PI PE TO BE HUNG USING APPROVED METHODS PER NFPA I3D. G ,..m„rs.., •••w•v 83e —OR WOOD BURMNG STOVE 3'S 1'p grojwslyaxi s;e a KITCHEN RANGE t.8' a4 . ALL PIPING SHALL BE TESTED FOR LEAKAGE AT NORMAL SYSTEM ERATING WATER PRESSURE. SEENFPA13D tt.2.1.1. •r•"r.u,"•""'u.•r•.m.•ro.m,P°x.m. n3 wALLOVEN $ ansfi6gn OTISUATED 1- V� fi.i. .ALL PIPE IN ATTIC SPACES SHALL BE SUFFCIENTLY COVERED WITH NSUTATION TO PREVENT FREEZING(BY OTHERS). ^ S uema:p„xr:,..s. roiw"m.av,ea,..sanwrs.rsp.mraar. ^Fa.�.. v.,.m. HEAT DUCTS .9• 1.1 Uw6UUmoHreTw TERPi aria, 1p lesa tlnn A ] .SPRINKIERHEADFAREORDINARY TEMPERATUREANDTHEREFORE 2 WO =g se,x asnm.eca emm. wmew^aswrwrm.wxu HwaT Paamvu.mw,.. OIFFUSER6 - ZO 1' afltskea Nan eda k. FRONTS OFWALL DIFFUSE DIFFUSERS 1'd 6flein.lp leas VwnT3 11 Tn=q erealer 14 HorwnTER HEATER OF FVRrwc[ UST BE SUFFICIENTLY SPACED FROM HEAT PRODUCING DEVICES AS OLLOWS'. OPENFIREPLALLOVE'FROM FRONTANTAMOSIFROM SIDES. U F a m �• = ie Nfmc APES URE (2 UOT04pe WATT _ _ _ _ _ _ _ al RRin Sis-Lo 1' a 1Tg' 2' 2% 3' L3028 DweIIi Garege aMlor Caryort fire ceparetlan, a� as pwswfa Fn6pn WnkF fa TFPMezamMlar CPVC IMGHT FIXTURE Tce are rldl 3 5 8 8 10 12 15 gaage andlor Tarport shallce separakd as requi dbykbk YdOz.6. Openings in garage"""hall Elbow 90 _ 4 b e ] 9 12 19 Fry sMb-.n r302.5. This provision doe. nol Apply garage-1. that are perO.-Ile, to lne jenl tlwellilg ant mil, Asepalalpnot re n is quired beNreen hetlweling aril and acemorl.provitletl ow 95 1 1 2 2 2 3 ♦ he wMN1 A ent"open on Nm or more sldas and Inane¢ rdendosed areas above. ElbEff Coupling 1 1 1 1 1 2 2 T. Run 1 1 1 1 1 2 2 ^rege installationspedficMI-analI Doty apply for the inalanadon of ul lislM Btssm"'P, ApIpeaM gs in"'1 requidlg sprinkkrp..e ,.nper NFPA13D..NFPAI3R.BIasma "pipe and"Dn"s RANGE DI WALLOVEN: 18• MOIATSIDEE G SIDES. E CEILING DIFFUSERS: 24'FROM OUTSIDE EDGES. HOMZONTALDIFFUSEFE24"FROMEDGEAND 3PFROMFRONT. E%POSED LIGHT FIXTURES: O'FROM EDGES.. . HEADS SPACED AT 16' X IV SHALL HAVE THE FOLLOWING 1_ NCES: 4' MINIMUM FROM WALL. 8'MPXIMUM OFF ANYTWO WALLS. 16' MAXIMUM BETWEEN HEADS. 8'MINIMUM BETWEEN HEADS. EADSSPACEDAT29XM'SHALLIWVETHEFOU_MING IL �p€ I v� g ' gj $ u..m.T raw am ,m.rw u.cw.,nm. .rpvr Pemt Fmw„xo-n.ry w.mrrrm. sees auaa•omxron„o.a.uwm•xu.e.mm ear n•sm.usme m. mnwre.e.mmm, wiweANCES ry)emm�m iox.xac 2 spintrersys'rem ypng xrncroper.ne.rw.arewwm.xxo-,orc�:u.y.nono-wou,oan:msn tea.•:rs�... awe m U..n,.e , mmmia,® wn m. •v+i..x.:mm.m:..w ire .an.,.,m ro aw,• ' Ilanons. or "'I insklkgon Requirements: PiASpfinNm atoll pe imle Ddnlen area esoaM tone Rs HpmmNM tlye.32 Mrmga B.3.8. leclion: Blazemaskr and shall be insklk0 concealed behind Callan censistln Ma 3.25Fin Ibe requved In beMrooms o(s6R(5.1 m2l antl bs. pipe an rgssa pIq 9 335pdnw� six rvNbe requveO In domes dmeD, IxandmeH, aN,,nriemalmee... "mum of one ts.er oral6'mld{gwwm aY.'tM1ck dwrood. onwmgw Itlau�l t)Tnearee alma apace aces nN aimed 241N G.t m2). 4L�Ovt NIi UM FROM WALL 10'MAXIMUM OFFANYTWOWALLS .ALL SOFFITS OVER3PINWIDTHARETOBEPROTECTEDWITH PRINKL ER COVERAGE UNDER SOFFIT tO. ALL STREET WATER CONNECTIONS ARE FLUSHEDAT THE ��Ir ! I $ - e as xrPn ra ns.0 sera esze m Pow..,mx,.., Pn,s:,..e, u..p",ua •ra.,,, m,u m,arn lemo,^,.,anm,awwso„ s"u,ro-"„ • 2)UTheFAwa�IlsaM ONllrga are sudaretl wim mnmmbuagbkorkmiledmnMwtlde makfixs as denred _ TABLE RI02.6 DWELLINGIOARAGEANDIORCARPORTSERARATH)N ^ F 0. 8EP _ARATO_N ___ MATERIAL _ _ _ snnxlen anelrol be ulren in adewea are o nalmcnea vn.•apms vmn no - NoTlecs than )T RgGE RISER BY THE PLUMBING CONTRACTORAND INADDITIONAR ROVIDEDWITHASTRAINER. �`EGTIDC e,om.,,,w.,.,a....rn..,,,rra,.. �.,.m ruoe.x,v.•e..P„re„r. From Mereakence to Ne aMu gyy.um boaNa bIs SDeakbs ahaldrO be req�ie 1.0. Ah or Hnw,n atmeyq O..uu equipxem rowna, equiveleM eppYed to tlk garage side._____ 3. __________xh, -eM OIM Ed uWaleM. alrvnn ^nay aexelll rns Fmm Na nebiMbk moms above garage or Ntlesa than 8r8'lypa X WaAs boats or levamrvympmem. noorrmnng spaces, elevaNr an IpgReq t PENDENT SPRINKLERS SHALL EE LOCATED 3 ANWAY FROM CEILING 1ANSANDLIGHTFD(TURES. 12. PER NFPA13D20181NALLCLOSETS, INCLUDINGTHOSE CLOSETSa I M IPM THT OUSNG ECHANCAL EOU ENT, A ARE NO LARGER THAN KKf? esD xrrs snail m�eeru rea nmveree. unrealee 6ualrg Memrenr�reae Not less than X"gypaurs boaNa N SIZE A SINGLE SPINKLER AT THE HIGHEST CEILING SPACEINTHEpare pmlem^m^Tme used for ae tl "red this sectlon. IR requ by equivalaM. LOBETSHALLBESUFFICIENTWITHOUTREGUARDTO cbsebGaregloceletlM than 3 feet from a dwelnng Not less than %' VV)n boom w da antl on Ole same bl equivalent eppbed to lM lMedor anteMlNe ekNda ITUCTex 13. PER NFPA 13D 20165.1.1.2. SPARE SPRINKLERS SHALL NOT BE 9Stodae(s) wsaTRsm RewMlnM cesnm Dave emrs ^r unprotected '^nsa supPUrn flood ceilinga emlies walls lhalare wflhln lhea _ FLOW TEST LOCATION �. - ® SEE FLOW TEST INFORMATION ,tea .xws m STATIC 8530psi 10%-7677ps EOUIREO.OA na ,wam ".ww,...mxrcnrap.raxm,a ow«e arm RESIDUAL: B3.10 -10%= 74.78psi •"'sue' BIDS On wVNM ==HYdmM closet to SBth Ava8 V9lage MN. Rd ��,, \\aa \ « •� I I •• b I •• I ' - ��'s APPROVED Z D' U 'o o = LOT 5 0 1 \" LOCATION n A \ y ( I M / Riverside County Fire DepartmentF- La Quinta Office of the Fire Marshal a j T as seBY - - - - .` I�` o\ r I se 1 eT 1 se 1 r Kohl Hetrick-.,.,, ,—,. FIRE SAFETY SPECIALIST 05/23/2022 3 29 36 PM O ot�T¢ w 9;", o �YU O QWW a: S a^ O Ohl N - 7v "'T�a _�; Ea '�� -"i -'� - --____ __ - .r o-,." s'�.:....',�u.,.... �"•se The a I f l d s dcat ons does not pprova o p ons an pec pennt thevolaton, deletion, on siI or faulty installation of any requirements of Title 24 or anyG••M7Vj Local Ordinances. Construction shall remain asible and exposed for inspection purposes Until approved by the Fire Department. PERMIT#- FCMP2O21-0046 K J �? pa Wa ] 61 SIQY yZf aZNQ 3 HVOJ HIL WJ Km NaOoi nnMionee'ena0f"°"u'"„mom npeme m.n ='•R•.•�• ceGL NOTES 21-2029 ,-_ r/ is I^ I . I • I m a. I ffi » u I M I M I o\ RM SITE MAP T.NA GRONE 1151MI SNOT D AS NOTED w...ew a NTS —,-41 1OF2 CORAL VIEW WAYVERA CRUZ COURTSIDONIA WAY58TH AVENUEARAGON WAYCORAL VIEW WAYSEGOVIA VIEW WAYPALATINE COURT54555657585960616263646566676869707172737475767778798081828384854748495051525337363534333231302928272625242322212019181716151413121110987654321464544434241403938SHEET 3 OF 3SHEET 2 OF 3N 89°41'34" E 1320.33'N 00°15'16" W 1095.81'N 89°43'26" E 1318.80'N 00°10'28" W 1096.53'LOT "A"LOT "C"LOT "S"LOT "S"LOT "S"LOT "R"LOT "Q"LOT "O"LOT "P"LOT "E"PLAN 1PLAN 2PLAN 3PLAN 460'65'60'64'53'74'55'80'MSA CONSULTING, INC.> P LANNING > CIVI L ENGINEERING > LAND SURVEYING34200 Bob Hope Drive, Rancho Mirage, CA 92270760.320.9811 msaconsultinginc.comSHEETSHEETS3OF1N.T.S.VICINITY MAPSITE58TH AVENUE60TH AVENUEAIRPORT BLVD.54TH AVENUEMADISON STREET MONROE JEFFERSONSTREETSTREET JACKSON STREET SDP SITE PLANDATA TABLEASSESSOR'S PARCEL NUMBERS:766-070-009, -010, 766-140-001 THRU -039 & 776-150-001 THRU -050EXHIBIT DATE: AUGUST 19, 2021EXISTING GROSS AND NET AREA33.21 AC.EXISTING ZONING:PROPOSED ZONING:EXISTING GENERAL PLAN LAND USE:PROPOSED GENERAL PLAN LAND USE:LOW DENSITY RESIDENTIAL (RL)LOW DENSITY RESIDENTIAL (RL)LOW DENSITY RESIDENTIAL (RL)LAND USE DESCRIPTION:AREA (AC.)EXHIBIT PREPARER:ADDRESS:MSA CONSULTING, INC.34200 BOB HOPE DRIVERANCHO MIRAGE, CALIFORNIA 92270CONTACT:PAUL SEPULVEDATELEPHONE:(760) 320-9811REVISIONSNO.DATELOW DENSITY RESIDENTIAL (RL)IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIALEGAL DESCRIPTION:DESCRIPTIONLOTS 1 THROUGH 85 INCLUSIVE, AND LETTERED LOTS "A" THROUGH "H" INCLUSIVE, AND "J" THROUGH"S" INCLUSIVE, OF TRACT MAP NO. 31249, AS PER MAP RECORDED IN BOOK 411, PAGES 23 THROUGHAPPLICANT /ADDRESS:CONTACT:310 COMMERCE, SUITE 150IRVINE, CALIFORNIA 92602SUZY CHARNLEYBEAZER HOMES HOLDINGS, LLCTELEPHONE:(760) 419-5432PROPOSED SINGLE FAMILY RESIDENTIAL LOTS (LOTS 1 THRU 85)PROPOSED OPEN SPACE LOTS (LOTS "A", "C", "E", "O", "P", "Q", "R" & "S")PROPOSED PRIVATE STREETS23.38 AC.5.53 AC.4.30 AC.LAND OWNER:FOR APPROVED TRACT MAP NO. 31249CANTERA @ CORAL MOUNTAINPROJECT NAME:27 INCLUSIVE, OF MAPS, LOCATED IN A PORTION OF THE NE 1/4 OF THE NW 1/4 OF SECTION 28,TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN.EXISTING LAND USE:PROPOSED LAND USE:VACANTSINGLE FAMILY RESIDENTIAL1,446,461 SFAREA (SF)1,018,312 SF240,703 SF187,446 SF(SIDONIA WAY, CORAL VIEW WAY, VERA CRUZ COURT,SEGOVIA VIEW WAY, ARAGON WAY & PALATINE COURT)INDEX SHEETLegend:Lot Number78Plan 1: 20 UnitsPlan 3: 22 UnitsDrivewayPlan 2: 21 UnitsPlan 4: 22 UnitsPlan TypesSCALE: 1" = 50'Lot Area10,089 SFPlan Number / Elevation Letter -PLAN 3ARProposed A/C UnitExisting Sewer LineExisting Sewer Line LateralExisting Water LineExisting Water MeterExisting Dry UtilitiesExisting Storm DrainExisting IrrigationExisting GasExisting Right-Of-WayExisting Lot LineBuilding SetbacksExisting Public Utility EasementExisting Project BoundaryTotal: 85 Units(17ft Min. / 30ft Max. Width)A: SpanishB: Spanish ColonialC: Modern SpanishGarage Handing (Left (L) or Right (R))R:\2195\ACAD\Planning\SDP\2195 SDP Site Plan.dwg, 8/19/2021 7:48:26 AM, ddewegeli, MSA Consulting, Inc. 45'129'70'93'161'197'118'197'151'96'151'133'85'133'80'126' 127'80'127'80'136'146'129'80'129' 131'75'129'75'131'74' 131'119'73'131'104'127'91'125'153'85'127'179'85'153'126'85'179'113'89'126'87'141'170'113'54'157'56'141'119'25'85'103'119'120'120'145'146'145'84'121'122'57'79'118'122'73'118'74'119'80'152'124'119'74'116'81'80'76'69' 122'122'122'45'61'70'36'56'53'67'92'92'1 08 '87'60'89'85'87'48'48'89' 8 0 '7'13'12'13'14'11.6'13'16.5'21.8'19'17'43.7'23.3'17'13'39.2'26.4'13'13'38.3'18'416,522 SFPLAN 3BL516,304 SFPLAN 4CR614,338 SFPLAN 1AL710,723 SFPLAN 2BR216,798 SFPLAN 3AL314,330 SFPLAN 2CR812,344 SFPLAN 4CR914,779 SFPLAN 3BL8411,825 SFPLAN 4BL8511,745 SFPLAN 2CR8311,938 SFPLAN 1AL8210,577 SFPLAN 4CR1211,157 SFPLAN 2BL1111,302 SFPLAN 1CR1011,732 SFPLAN 4AL6710,475 SFPLAN 3AL6610,248 SFPLAN 4CL6510,748 SFPLAN 2AL6411,811 SFPLAN 1BL6312,137 SFPLAN 3CR6213,370 SFPLAN 2BL6113,371 SFPLAN 1AR6013,370 SFPLAN 3BR5911,578 SFPLAN 2AR5812,074 SFPLAN 4BR5710,480 SFPLAN 3CR5610,429 SFPLAN 2BL5510,466 SFPLAN 1CR5212,797 SFPLAN 1BL5110,701 SFPLAN 2AL5010,917 SFPLAN 4CL4910,959 SFPLAN 3BL4810,967 SFPLAN 1AL4711,302 SFPLAN 2CL4614,615 SFPLAN 3AR4515,220 SFPLAN 4BL4411,184 SFPLAN 3CL4310,297 SFPLAN 1CL4210,032 SFPLAN 2BL4110,447 SFPLAN 4AL4011,400 SFPLAN 3CL110,887 SFPLAN 4ALVERA CRUZ COURTCORAL VIEW WAY SIDONIA WAY CORAL VIEW WAYPALATINE COURTCORAL VIEW WAY 58 AVENUEN 00°15'16" W 1095.81'N 89°41'34" E 1320.33'LOT "S"LOT "S"LOT "P"LOT "A"LOT "O"LOT "C"20'20'10'22.2'35.7'38.4'20 '10'20'32'20'Ex. R/W andImprovements(To be Revised)Prop. R/W andImprovements12'35.7'21.8'13'20.2'38.1'49.9'7'20'20'36.9'10.9'44.7'37.9'27.4'50.8'21.6'14.3'26.6'Prop. Call Box18.8'35.3'44.7'32'34.6'20'33.1'9.3'15.3'20'30.7'15.4'7'35'21.3'33.8'21.7'13.7'12'25.9'76.9'29.3'20.2'32'59.3'39.5'20'37.6'13.1'13'26.2'20.1'23.9'8.8'25'29.8'20.6'21.3'32'29.8'13'27'36.5'14.8'49' 41.1' 41.4' 44' 48.8' 51.2'13'13'75.2'14.6 '33.7'25.6'24.2'6.9'10.3'19.4'32.4'5.8'13'20.6' 32' 29.9' 20.9'5.7'13'20.9'28.3'5'13'30' 18.8' 20.5' 22.1' 20' 31.8' 20.4' 28.3' 20.9' 32.4' 44.4'8.7'13'36.5' 29.8'12.3'13'34' 37.4' 20.6'26'8.8'46'15.7'13'13.4'36.6'5'37.7'17.5 '20'38.7'15.1'25.5'16.5'29.5'20.7'21.8' 21.7'45'33'100'60'102' 144' 145'85'145'85'125' 137'85'78'49'125'93'35'129'70'100'85'95'152'49'123'80'146'129'104'85'85'50'30'37'108'61'46' 30 ' 83' 25'29'71'9 3' 13' 14'11.6'7' 1 5 '13'12'19'17'48.5' 55 10,466 SF PLAN 1CR 5413,876 SFPLAN 2AR3512,059 SFPLAN 4BL5312,221 SFPLAN 3BL3611,004 SFPLAN 1CL3710,994 SFPLAN 3AR5212,797 SFPLAN 1BL40 11,400 SF PLAN 3CL 3911,894 SFPLAN 2BR3814,369 SFPLAN 4CL3412,367 SFPLAN 3CRCORA L V I E W W A Y PALATINE COURT ARAGON WAY58 AVENUE N 00°10'28" W 1096.53'N 89°41'34" E 1320.33'LOT "Q"LOT "R"LOT "E"LOT "C" 36.5' 21' 31.1'10.5'2 8 . 8 ' 27.3'27.1'5 ' 1 4 . 8 '41.6'33.4' 36.6' 32' 20.5'13'7'21' 39.7' 50.5' 21.4'13'35.4' 32.4'63.3'62.1'49'7.2'32.4'1 0 . 9 '20'32'20.9'28.3'26' 45.5'27.5'5'13'30'18.8'32.4'15' 24.6' 34.2'21.7'MSA CONSULTING, INC.> P LANNING > CIVI L ENGINEERING > LAND SURVEYING34200 Bob Hope Drive, Rancho Mirage, CA 92270760.320.9811 msaconsultinginc.comSHEETSHEETS3OF2Index MapN.T.S.SHEET 258TH AVENUESHEET 3SHEET MATCHLINE - SEE SHEET 3SHEET MATCHLINE - SEE SHEET 3VIEW MATCHLINE - SEE THIS SHEET (ABOVE RIGHT)VIEW MATCHLINE - SEE THIS SHEET (ABOVE RIGHT)SHEET MATCHLINE - SEE SHEET 3SHEET MATCHLINE - SEE SHEET 3 VIEW MATCHLINE - SEE THIS SHEET (BELOW) VIEW MAT C H L I N E - SEE THIS SH E E T ( B E L O W )SDP SITE PLANEXHIBIT DATE: AUGUST 19, 2021REVISIONSNO.DATEIN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIADESCRIPTIONFOR APPROVED TRACT MAP NO. 31249CANTERA @ CORAL MOUNTAINPROJECT NAME:SITE PLAN SHEET 2Legend:Lot Number78Plan 1: 20 UnitsPlan 3: 22 UnitsDrivewayPlan 2: 21 UnitsPlan 4: 22 UnitsLot Area10,089 SFPlan Number / Elevation Letter -PLAN 3ARProposed A/C UnitExisting Sewer LineExisting Sewer Line LateralExisting Water LineExisting Water MeterExisting Dry UtilitiesExisting Storm DrainExisting IrrigationExisting GasExisting Right-Of-WayExisting Lot LineBuilding SetbacksExisting Public Utility EasementExisting Project BoundaryTotal: 85 Units(17ft Min. / 30ft Max. Width)A: SpanishB: Spanish ColonialC: Modern SpanishGarage Handing (Left (L) or Right (R))R:\2195\ACAD\Planning\SDP\2195 SDP Site Plan.dwg, 8/19/2021 7:49:05 AM, ddewegeli, MSA Consulting, Inc. 124'124'87'124'135'85'135'128'122'128'144'78'115' 128'140'144'112'55'92'36'92'84'112'105'38'92'104'133'124'85'133'85'144'86'86'120'120'49'71'120'35'120'85'120' 125'85'125' 121'87'121' 119'54'40'119' 126'43'48' 105' 124'82'126' 120'88'124'117'85'120'35' 120'67'6 3 '117'1 2 0 '86'86'120'120'86'86'1 2 0 '45'94'41'123'80'123'126'80'126' 125'80'125' 126'80'126' 125'80'125' 126'80'126' 125'80'125' 124'80'124' 118'52' 118' 35'100'134'85'128' 126'91'134' 126'95'126' 135'91'126' 141'85'135' 140'85'141' 132'85'140' 125'92'132' 128'93'125'125'86'128'153'137'125'136'117'75'153'145'136'136'134'85'145'50'125'86'134'86'83'32'99'73'121'50'62'92'95'91'80'80'80'4 5 '45'91'87'45' 8 0 '59'66'79'110'80'80'93'43' 6 9 '46'59' 11 5'76'58'5 7 '37'93'87'82'60' 8 6 '73' 4 2 '87'71'79'85'85'39'83'68'60'13' 13' 13'14'13' 13'17'13'17.3'13'37.2'20.8'13'7'46.4'5'5'914,779 SFPLAN 3BL8411,825 SFPLAN 4BL8511,745 SFPLAN 2CR8311,938 SFPLAN 1AL8210,577 SFPLAN 4CR8112,434 SFPLAN 3BL1211,157 SFPLAN 2BL1111,302 SFPLAN 1CR1011,732 SFPLAN 4AL1311,817 SFPLAN 4AL8012,774 SFPLAN 4BL7910,005 SFPLAN 2CL7810,089 SFPLAN 3AR7710,009 SFPLAN 1CL7610,042 SFPLAN 4BR7510,001 SFPLAN 3CL7410,071 SFPLAN 2AL7310,019 SFPLAN 4BL7210,515 SFPLAN 3AL7110,870 SFPLAN 1CR7011,021 SFPLAN 2BR6910,131 SFPLAN 1AL6814,442 SFPLAN 1CL6710,475 SFPLAN 3AL6610,248 SFPLAN 4CL6510,748 SFPLAN 2AL6411,811 SFPLAN 1BL6312,137 SFPLAN 3CR6213,370 SFPLAN 2BL6113,371 SFPLAN 1AR6013,370 SFPLAN 3BR5911,578 SFPLAN 2AR5812,074 SFPLAN 4BR5710,480 SFPLAN 3CR5610,429 SFPLAN 2BL5510,466 SFPLAN 1CR5413,876 SFPLAN 2AR3512,059 SFPLAN 4BL3412,367 SFPLAN 3CR3311,861 SFPLAN 4AL3210,863 SFPLAN 1BL3110,724 SFPLAN 2CL3010,978 SFPLAN 3AL2912,467 SFPLAN 1BL2815,798 SFPLAN 4AL2712,750 SFPLAN 2CR2611,730 SFPLAN 3BR2511,774 SFPLAN 1BL2411,912 SFPLAN 2CL2311,837 SFPLAN 3BR2211,805 SFPLAN 4AL2112,023 SFPLAN 1BR2011,607 SFPLAN 2AL1911,759 SFPLAN 4CL1811,684 SFPLAN 1AL1711,459 SFPLAN 3CL1612,478 SFPLAN 2AL1516,974 SFPLAN 4CR1414,107 SFPLAN 1BLCORAL VIEW WAY SEGOVIA VIEW WAYPALATINE COURTARAGON WAY PALATINE COURTARAGON WAYCORAL VIEW WAY N 00°15'16" W 1095.81'N 89°43'26" E 1318.80'N 00°10'28" W 1096.53'N 00°10'28" W 1096.53'N 00°15'16" W 1095.81'LOT "S"LOT "S"30'13'20.9' 34.7'18'20'29.7' 32' 20.4'45.5'42.5'20'24.7'17.8'27.1'35.8'36.6'20.7'21.5'32'45.2'35.8'79.4'75.4'24.2'30'22.6'35.1'42.4'13'26'19.8'26.8'7'20'30.5'20.3'13'24'20.8' 35.4' 25.4' 40'13'12'28.7' 20'21.7'17.3'29.8'5'39.3'13'32.9'7'14'30.4' 33.2' 36.9'13'13'31.4' 18.9' 49.1' 33.2'12'17'55.9' 30.9' 20.5'13'13'37.6' 48.5'13'13'23.2' 38.5' 20.7'22'25'20'20'32' 32.2'18'13'41.1' 27.6' 44.5'13'13'19'13'41.4' 34.9' 2 1 . 5 ' 35.3' 20.9'9.7 '5.1 ' 30.2' 66.7' 62.7'40.1'5' 23.5'25.7'28.5'32.3'19'35.1'30.6'22.3'20'35.3' 28.3' 35.4' 25.4'13'19'13'7'20' 20.4' 25.5'23.3'7'2 0 . 4 '38.4'36.7'7'11.9' 21' 11.3'15.2'24.4'40.9'20.5'33.9' 33.1'39.1'42.6'13'17'20'32'13'12'27.2'32'21'20.8' 26.8'20.8'37.4'18.6'13.4'25.6' 25.4'38.3'5 ' 7 . 9 ' 24.5'12'13'7'13'39.3' 24.2' 28.2' 30.3' 34.9' 25'7'12.3'13'13'14.1'13'27.8' 20' 25.2' 20.9' 20.1' 33.5' 20.7' 28.2'30.1'13'7'21.8'20'24.8'25.3'21.1'32.6'41.9'32'43.4'22.5'23.6'20.1'33.3' 20.8'31.2'30.7' 23.5' 33.5'13'13.8'13'10.4'20.9' 34.5' 27.5'21.1'35.6' 34.3'13'15.2'20.9'35' 20.3' 29.9'22.1 '15.2 '20.7'5'36.4'43 . 1 '46.6'8'15.6'36'38.6 '10'13'43.6' 36.2' 36.2'25.8'26.4' 26.4' 34.6'23.5'30.1'28.4' 20.6' 20.8'20.2'30.4'17.9'20.5'18.3'20'20.3'20.8'20.5'MSA CONSULTING, INC.> P LANNING > CIVI L ENGINEERING > LAND SURVEYING34200 Bob Hope Drive, Rancho Mirage, CA 92270760.320.9811 msaconsultinginc.comSHEETSHEETS3OF3Index MapN.T.S.SHEET 258TH AVENUESHEET 3SHEET MATCHLINE - SEE SHEET 2SHEET MATCHLINE - SEE SHEET 2SHEET MATCHLINE - SEE SHEET 2SDP SITE PLANEXHIBIT DATE: AUGUST 19, 2021REVISIONSNO.DATEIN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIADESCRIPTIONFOR APPROVED TRACT MAP NO. 31249CANTERA @ CORAL MOUNTAINPROJECT NAME:SITE PLAN SHEET 3Legend:Lot Number78Plan 1: 20 UnitsPlan 3: 22 UnitsDrivewayPlan 2: 21 UnitsPlan 4: 22 UnitsLot Area10,089 SFPlan Number / Elevation Letter -PLAN 3ARProposed A/C UnitExisting Sewer LineExisting Sewer Line LateralExisting Water LineExisting Water MeterExisting Dry UtilitiesExisting Storm DrainExisting IrrigationExisting GasExisting Right-Of-WayExisting Lot LineBuilding SetbacksExisting Public Utility EasementExisting Project BoundaryTotal: 85 Units(17ft Min. / 30ft Max. Width)A: SpanishB: Spanish ColonialC: Modern SpanishGarage Handing (Left (L) or Right (R))R:\2195\ACAD\Planning\SDP\2195 SDP Site Plan.dwg, 8/19/2021 7:51:49 AM, ddewegeli, MSA Consulting, Inc. Hydraulic Calculations for Project Name: VIRGINIA ST. RESIDENCE Location: 532 W. VIRGINIA ST, SAN BERNARDINO CA, 92407, , Drawinq Name: PLAN 4 D1.cad Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 1 - 16' x 16' Spacing KITCHEN Residential 0.050gpm/ft2 512.00ft2 (Actual 319.77ft2) 256.00ft2 Pendent 2 0 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 31.70 @ 65.941 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent N/A for Node: 1 Date: 10/4/2021 Location: closest to 58th Ave & Village Mtn. Rd Source: Coachella Valley Water District Name of Contractor: ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 951-500-1819 Name of designer: OSCAR GARCIA Authority Having Jurisdiction: SAN BERNARDINO Notes: Automatic peaking results Left: N/A Right: 62.726 Calculation Date: 4/28/2022 Allowance at Source Hose (Safety Margin = 10.827) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 06.3.9.0 1 - 16' x 16' Spac 4/28/2022 8:36:29AM Page 1 i Hydraulic Summary Job Number: 182012 Report Description: Residential (1 - 16' x 16' Spacinq) Job Number Design Engineer 182012 OSCAR GARCIA Job Name: VIRGINIAST. RESIDENCE Slate CedifcationlLicense Number Address I 532 W. VIRGINIA ST, SAN BERNARDINO CA, 92407 AHJ SAN BERNARDINO Address 2 Job sitelBmldmg Address 3 Doming Name PLAN 4 D1.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job SuRx 4.9 K-Factor 13.00 at 7.039 Residential Hose Allowance At Souroe Density Area of Application 0.00 0.050gpm/ft2 512.00ft2 (Actual 319.77ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Nomles Calculated Co—ge Per Sprinkler Node Flow(opm) 2 0 256.00ft2 Hose At Node 500 5.00 Au.PeakRead. Pressure For Remote Area(s)AdjacentToMost Remote Ares, Right: 62.726 Total Hose Streams 5.00 System Flow Demand Total Water Required (Including Hose Allowance) 31.70 31.70 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 13.08 between nodes 1 and 2 Maximum Velocity Under Ground 8.37 between nodes 3 and 500 Volume capacity of Wet Pipes Volume oapacity of Dry Pipes 25.65gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi)°C m (psi)m (psi)(psi) 1 Water Supply 76.770 74.790 1404.00 76.768 31.70 65.941 10.827 Contractor Contractor Number 950378 Contact Name RAUL JACOBO comact Title Name of Contractor. ON GUARD FIRE PROTECTION Phone 951-500-1819 Extension Add... 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 E-mail Web-Slte Address 3 k, © M.E.P.CAD, Inc. i�jj AutoSPRINK 2020 06.3.9.0 4/28/2022 8:36:53AM Page 1 Job Name: VIRGINIA ST. RESIDENCE Remote Area Number: 1 - 16' x 16' Spacing 100 90 80 70 60 .N a 50 a� a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/28/2022 Water Supply Summary Sheet Node: 1 vailable Static 31.70 Pressure @ Supply 76.770 76.768 1404.00 @ 74.790 31.70 @ 65.941 System demand curve 1200 1500 1800 2100 Flow - gpm 2400 2700 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.9.0 4/28/2022 8:36:30AM Paqe 2 4ilsummary Of Outflowing Devices I Job Number: 182012 UINIUM Report Description: Residential (1 - 16' x 16' Spacing) Device Actual Flow pm Minimum Flow pm K-Factor K Pressure psi Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 102 13.70 13.00 4.9 7.822 Hose 500 5.00 5.00 0 22.127 b Most Demanding Sprinkler Data LM, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.9.0 4/28/2022 8:36:32AM Page 4 Job Name: VIRGINIA ST. RESIDENCE Remote Area Number: 1 - 16' x 16' Spacing Date: 4/28/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 76.770 74.790 1404.00 76.768 31.70 65.941 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -9' Supply 65.941 31.70 101 8'-11 Sprinkler 7.039 13.00 102 9' Sprinkler 7.822 13.70 500 1'-1 22.127 5.00 2 -3' 42.052 3 -3' 31.069 4 1'-7 Supply 21.884 96 9'-6 13.311 150 9'-6 13.333 152 9'-6 12.373 154 9'-6 10.887 156 9'-6 7.676 158 9'-6 7.983 160 9'-6 9.167 162 9'-6 10.961 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.9.0 4/28/2022 8:36:34AM Page 5 Job Name: VIRGINIA ST. RESIDENCE Remote Area Number: 1 - 16' x 16' Spacing Date: 4/28/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length g) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Total Friction(Pf) 101 8'-11 4.9 13.00 % (See Notes) 2'-6 150 7.039 ..... Route 1 Sprinkler, 7' -0.257 156 9'-6 13.00 0.8740 0.094407 E(4'), T(T) 9'-6 0.895 156 9'-6 % (See 71'-5 150 7.676 12' Notes) 154 9'-6 8.01 0.8740 0.038499 8Tr(1'), E(4') 83'-5 3.211 154 9'-6 5.50 %(See Notes) 13'-8 150 10.887 Flow (q) from Route 4 1' 152 9'-6 13.50 0.8740 0.101275 Tr(1') 14' 8 1.486 152 9'-6 5.88 1 (See Notes) 9'-11 150 12.373 Flow (q) from Route 3 5' 150 9'-6 19.38 1.1010 0.064183 T(5') 14'-11 0.959 150 9'-6 7.33 1 (See Notes) 16'-1 150 13.333 Flow (q) from Route 2 28' 3.435 4 1'-7 26.70 1.1010 0.116154 4E(5'), f(-0.000), 2Tr(1'), sCV(5 ), cplg(1'), BASE OF RISER 44'-1 5.116 4 1'-7 1'/2 6" 150 21.884 0.211 500 1'-1 26.70 1.2440 0.064086 6" 0.031 500 1'-1 5.00 1'/2 (See 79'-6 150 22.127 2' 1.767 Notes) 3 -3' 31.70 1.2440 0.088035 EE(2') 81' 6 7.176 3 -3' 1 (See 1' 150 31.069 Notes) 2 -3' 31.70 0.261237 WMV(-10.210) 1 10.983 2 -3' 70.99501 1 (See 60' 150 42.052 7' 2.601 Notes) 1 -9' 31.70 0.9950 0.261237 AngV(-3.527), T(T), BaIV(-0.08 8), S 67, 21 288 0.00 65.941 Hose Allowance At Source Total(Pt) Route 1 1 31.70 102 9' 4.9 13.70 3/, (See Notes) 6" 150 7.822 ••••• Route 2••••• Sprinkler, 3' -0.199 158 9'-6 13.70 0.8740 0.104083 T(T) T 6 0.360 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.9.0 1 - 16' x 16' Spacing 4/28/2022 8:36:36AM Page 6 Job Name: VIRGINIA ST. RESIDENCE Remote Area Number: 1 - 16' x 16' Spacing Date: 4/28/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 158 9'-6 4.99 3/, 6'-5 150 7.983 Flow (q) from Route 5 0.184954 160 9'-6 18.70 0.8740 6-51.184 160 9'-6 % (See 15'-6 150 9.167 Tr(1') 3' Notes) 162 9'-6 13.20 0.8740 0.097127 2Tr(1') 18' 6 1.794 162 9'-6 % (See 62'-11 150 10.961 Tr(1') 9' Notes) 96 9'-6 7.33 0.8740 0.032669 T(3'), 5Tr(1') 71'-11 2.350 96 9'-6 1 (See 1' 150 13.311 1' Notes) 150 9'-6 7.33 1.1010 0.010612 Tr(1') 2 0.021 13.333 Total(Pt) Route 2 162 9'-6 3/, (See 54' 150 10.961 ••••• Route 3••••• T(T) 11, Notes) 152 9'-6 5.88 0.8740 0.021727 5Tr(1'), T(T) 65' 1.412 12.373 Total(Pt) Route 3 160 9'-6 % (See 56-7 150 9.167 ..... Route 4 T(T)Notes) 33' 154 9'-6 5.50 0.8740 0.019211 8Tr(1'), 4EE(1'), 3E(4'), 2T(3') 89 7 1.720 10.887 Total(Pt) Route 4 156 9'-6 8.01 % (See 14'-1 150 7.676 ..... Route 5 Flow (q) from Route 1 5' Notes) 158 9'-6 4.99 0.8740 0.016086 E(4'), Tr(1') 19'-1 0.307 7.983 Total(Pt) Route 5 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.9.0 1 - 16' x 16' Spacing 4/28/2022 8:36:36AM Page 7 Job Name: VIRGINIA ST. RESIDENCE Remote Area Number: 1 - 16' x 16' Spacing Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 4/28/2022 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.9.0 1 - 16' x 16' Spacing 4/28/2022 8:36:36AM Page 8 Hydraulic Calculations for Project Name: VIRGINIA ST. RESIDENCE Location: 532 W. VIRGINIA ST, SAN BERNARDINO CA, 92407, , Drawing Name: PLAN 4 D1.cad Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 2- 20' x 20' Spacing PRIM. BA. Residential 0.050gpm/ft2 400.00ft2 (Actual 148.06ft2) 400.00ft2 Pendent 1 0 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 26.00 @ 61.020 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent N/A for Node: 1 Date: 10/4/2021 Location: closest to 58th Ave & Village Mtn. Rd Source: Coachella Valley Water District Name of Contractor: ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 951-500-1819 Name of designer: OSCAR GARCIA Authority Having Jurisdiction: SAN BERNARDINO Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 4/28/2022 Allowance at Source Hose (Safety Margin = 15.748) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 06.3.9.0 2- 20' x 20' Spa( 4/28/2022 8:37:27AM Page 1 i Hydraulic Summary Job Number: 182012 Report Description: Residential ( 2- 20' x 20' Spacinq) Job Number Design Engineer 182012 OSCAR GARCIA Job Name: VIRGINIAST. RESIDENCE Stale CedifcationlLicense Number Address I 532 W. VIRGINIA ST, SAN BERNARDINO CA, 92407 AHJ SAN BERNARDINO Address 2 Job sitelBmldmg Address 3 Doming Name PLAN 4 D1.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job SuRx 4.9 K-Factor 21.00 at 18.367 Residential Hose Allowance At Soume Density Area of Application 0.00 0.050gpm/ft2 400.00ft2 (Actual 148.06ftz) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Nomles Calculated Coyerege Per Sprinkler Node Flow(opm) 1 0 400.00ft2 Hose At Node 500 5.00 AutoPeakResults :Pressure For Remote Area(s)Adjacent ToMost Remote Ares, Total Hose Streams 5.00 System Flow Demand Total Water Required (Including Hose Allowance) 26.00 26.00 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 11.23 between nodes 164 and 201 Maximum Velocity Under Ground 6.86 between nodes 3 and 500 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 25.65gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi)°C m (psi)°� m (psi)(psi) 1 Water Supply 76.770 74.790 1404.00 76.769 26.00 61.020 15.748 Contractor Contractor Number 950378 Contact Name RAUL JACOBO Contad Title Name of Contractor. ON GUARD FIRE PROTECTION Phone 951-500-1819 Extension Add... 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 E-mail Web-Slts Address 3 k, © M.E.P.CAD, Inc. l�jj AutoSPRINK 2020 06.3.9.0 4/28/2022 8:37:06AM Page 1 Job Name: VIRGINIA ST. RESIDENCE Remote Area Number: 2- 20' x 20' Spacing 100 90 80 70 60 .N a 50 a� a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/28/2022 Water Supply Summary Sheet Node: 1 vailable Static 26.00 Pressure @ Supply 76.770 76.769 1404.00 @ 74.790 26.00 @ 61.020 System demand curve 1200 1500 1800 2100 Flow - gpm 2400 2700 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.9.0 4/28/2022 8:37:28AM Paqe 2 4ilsummary Of Outflowing Devices I Job Number: 182012 UINIU>ID I Report Description: Residential ( 2- 20' x 20' Spacing) Actual Flow Minimum Flow K-Factor Pressure Device pm pm K psi Sprinkler 201 21.00 21.00 4.9 18.367 y Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.9.0 4/28/2022 8:37:29AM Page 3 Job Name: VIRGINIA ST. RESIDENCE Remote Area Number: 2- 20' x 20' Spacing Date: 4/28/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 76.770 74.790 1404.00 76.769 26.00 61.020 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -9' Supply 61.020 26.00 201 9' Sprinkler 18.367 21.00 500 1'-1 30.213 5.00 2 -3' 43.992 3 -3' 36.951 4 1'-7 Supply 29.982 96 9'-6 23.220 150 9'-6 23.266 152 9'-6 22.996 154 9'-6 22.767 160 9'-6 22.341 162 9'-6 22.005 164 9'-6 20.339 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.9.0 4/28/2022 8:37:31AM Paqe 4 Job Name: VIRGINIA ST. RESIDENCE Remote Area Number: 2- 20' x 20' Spacing Date: 4/28/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 201 9' 4.9 21.00 '/, (See Notes) 2'-6 150 18.367 • • • • • Route 1 Sprinkler, E(4'), T(T) 7' 0.229253 -0.199 164 9'-6 21.00 0.8740 9'-6 2.170 164 9'-6 % (See Notes) 37' 150 20.339 3Tr(1') 3' 0.072025 96 9'-6 11.23 0.8740 40' 2.881 96 9'-6 1 (See Notes) 1' 150 23.220 Tr(1') 1' 0.023396 150 9'-6 11.23 1.1010 2, 0.047 150 9'-6 9.77 1 (See Notes) 16-1 150 23.266 Flow (q) from Route 2 4E(5'), f(-0.000), 2Tr(1'), sCV(5 ), cplg(1'), BASE OF RISER 28' 0.074468 3.435 4 1'-7 21.00 1.1010 44'-1 3.280 4 1'-7 1'/2 6" 150 29.982 0.041087 0.211 500 1'-1 21.00 1.2440 6" 0.020 500 1'-1 5.00 1'/2 (See Notes) 79'-6 150 30.213 EE(2') 2' 0.060995 1767 3 -3' 26.00 1.2440 81' 6 4.972 3 -3' 1 (See Notes) 1' 150 36.951 WMV(-10.210) 0.180997 2 -3' 26.00 0.9950 1 7.041 2 -3' 1 (See Notes) 60' 150 43.992 AngV(-3.527), T(T), BaIV(-0.08 8), S 7' 0.180997 2.601 1 9' 26.00 0.9950 67 14.427 0.00 61.020 Hose Allowance At Source Total(Pt) Route 1 1 26.00 154 9'-6 2.28 + 2.63 % (See Notes) 13'-8 150 22.767 ..... Route 2 Flow (q) from Route 3 and 6 Tr(1') 1' 0.015623 152 9'-6 4.92 0.8740 14' 8 0.229 152 9' 6 4.85 71 (See Notes) 9'-11 150 22.996 Flow (q) from Route 4 T(5') 5' 0.018075 1 150 9'-6 9.77 1.1010 14'-11 0.270 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.9.0 2- 20' x 20' Spacing 4/28/2022 8:37:33AM Page 5 Job Name: VIRGINIA ST. RESIDENCE Remote Area Number: 2- 20' x 20' Spacing Date: 4/28/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 23.266 I Total(Pt) Route 2 162 9' 6 9.77 '/4 (See 15'-6 150 22.005 • • • • • Route 3 Tr(1'), Flow (q) from Route 5 6' Notes) 160 9'-6 4.92 0.8740 0.015623 2Tr(1'), T(T) 21'-6 0.335 160 9'-6 3/, (See 91'-11 150 22.341 T(T) 21' Notes) 154 9'-6 2.28 0.8740 0.003776 10Tr(1'), 2E(4') 112'-11 0.426 22.767 Total(Pt) Route 3 162 9'-6 9.77 '/, (See 54' 150 22.005 ..... Route 4 T(3'), Flow (q) from Route 5 11' Notes) 152 9'-6 4.85 0.8740 0.015249 5Tr(1'), T(T) 65 0.991 22.996 Total(Pt) Route 4 164 9'-6 11.83 3/, (See 25-11 150 20.339 ..... Route 5 Flow (q) from Route 1 4' Notes) 162 9'-6 9.77 0.8740 0.055645 Tr(1'), T(T) 29'-11 1.666 22.005 Total(Pt) Route 5 160 9'-6 12.72 '/, (See 56'-7 150 22.341 ..... Route 6 Flow (q) from Route 1 30' Notes) 154 9'-6 2.63 0.8740 0.004926 8Tr(1'), 4EE(1'), 3E(4'), 2T(3') 86'-7 0.426 22.767 Total(Pt) Route 6 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.9.0 2- 20' x 20' Spacing 4/28/2022 8:37:33AM Page 6 Job Name: VIRGINIA ST. RESIDENCE Remote Area Number: 2- 20' x 20' Spacing Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 4/28/2022 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.9.0 2- 20' x 20' Spacing 4/28/2022 8:37:33AM Page 7 Z Domestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) GEO 06-07-28-2 PZ 21-12766 Requested By: ON GUARD FIRE PROTECTION Date: 10/14/2021 Address: APN: 76+6-0270-009 11800 Sterling Ave Ste L Riverside, Ca 92503 Req. Fire Flow: gpm at 20psi for hours. Contact Name: OSCAR GARCIA Project Name: CANTERA@CORAL MOUNTAIN Phone: 951-616-3098 Email: oscarg@onguardfp.com Cell: 951-254-5848 Flo eAnalstic yater System sisL cation: Hydrant closet to 58th Ave & Village Mtn. Rd Model Information Flow Analysis Description • • • Requested • Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): -28.5 None system flow available without Steady State, Dynamic (psi): 85.3 Residual Pressure (psi): 83.1 Fire Flow Tested (gpm): 1,050 N/A exceeding CVWD's Combined Total: N/A criteria. Tested Model Junction: J22622 Duration: 2hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726/21.9' Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (145') Model: CVWD DOMESTICWATER 2020UPPDATE 092221 Comments: The domestic water system is capable of providing 1,050 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is greater :than 5,000 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397. Completed By: 4/N4 Date: �� a Page 1 of 1 ENG DS-016 'NAT a (8/31/15) �8T. 1 A '6y ' 58 �i D LP.-96 ° o (21492) .. 18'D, 1.P - 9 6 18) o (30760) 18'D.I.P.-04 oi rw Lf) N v OD a 4 A m m 11' 39 38 11 �° (21493) (30760) � � N N N P v , I 45 44 43 42 41 40 � C) 2 8'D.I.P.-07 VIEW C34571) � O q I' r q �Q P� o 48 '' GO p N 49 50 51 52 Q G� 0> •� Z 6� TRACTLO 31 249— 1 s CT 56 55 a 59 57 A 60 m m �h Hydrant to CIR. be tested. o ti 6 v7 r �3 v 5• < c n o h� 69 aCD 66 A ro 65 64 co m N � � 62 63 TRACT 31249-2 M qQ O g0 79 78 77 76 75 74 73 72 �1 v o <3q5 07 VIEW <34577> \IA( ° a 70> RIDGE g'D.LP. o o ]8'D.I ,P-07 8'D.I.P n i ui ra 16 G E O 6 0 7 2 8 —2 20 21 22 23 24 25 26 27 r` m. M ON N r` m. M ON N CPVC PIPE HANGER SUPPORT DOUBLE OFFSET DESIGN Y A!W!-__M C Hanger & surge restraint for horizontal CPVC piping when installed on the side of supporting structure. -For mounting CPVC pipe to wood -Flared edges help protect CPVC -Galvanized steel construction *Supplied with #10 hex head cap screws -Complies with the static load requirements of NFPA® 13 -Suitable for fire protection installations *Size Range: 3/4" through 1" Designed to mount CPVC pipe horizontally or vertically to wood or composite wood joists with a minumum 3/8" thickness. Offset edge eliminates abrasion. Installation: Per NFPA 13, 13R and 13D. Install into wood or steel. Slides onto CPVC pipe. 314 " pipe size I Item #2530181-314 1"pipe size I Item #2530181-1 .�1 an System No. Location Spec Section Paragraph Submitted By Date Approved Date ARGCO.com JrARGCO Updated 4/16/2019 © ARGCO ARGCO.com 600-8 -,0,6 CPVC STRAP TWO HOLE 900 WRAP AROUND AR CO SINCE © 1881 Provides support for CPVC or Polybutalene fire sprinkler piping in fire sprinkler systems installed per NFPA 13, 13R and 13D. -Fastened with a Hardened Hex Head Screw, #10x1-1/2", supplied with the strap. -Pre-galvanized finish. CPVC STRAP TWO HOLE 90° WRAP AROUND ITEM # CPVC PIPE SIZE A B MAX HANGER SPACING CROSS REF TOLCO° ERICO® 2530160-3/4 3/4" ill 2-7/16" 5-1/2" 12722 1070075 2530160-1 1" 1-7/16" 2-11/16" 6" 12746 1070100 2530160-1-1 /4 1-1 /4" 1-5/8" 3-1 /16" 6-1/2" 12753 1070125 2530160-1-1 /2 1-1/2" 1-3/4" 3-5/16" 1 7" 1 12760 1 1070150 2530160-2 2" 1-11 /16" 3-3/4" 1 8" 1 12777 1 1070200 Galvanized carbon steel construction,supplied with hex slotted screws INSTALLATION: 1. Snap CPVC pipe hanger into hanger. Dimples hold pipe in place. 2. Mount hanger onto wood beam with screws provided. 3. Anchor tightly to surface, be sure that pipe can slide freely through hanger. Installation and configuration shall conform to the requirements of the NFPA 13, instructions and applicable local codes. Install with hanger tabs upward only. Do not install on the bottom of a beam or support O under horizontal surface. Hanger for CPVC pipe in the horizontal position on the side of structural wood beams and Steel 20 Ga. (min) with hanger tab in the upward position only. It can also be used AS A GUIDE ONLY to limit movement of vertical CPVC pipe with the tab in the horizontal position. System No. Location Submitted By Date Spec Section Paragraph Approved Date ARGCO.com ARGCO Updated 2/19/2019 0 ARGCO A ARGCO.com 000-854 015 ARGCO CPVC Two -Hole 90 ° Side Mount Strap -Top or bottom beam installation -Galvanized steel, supplied with I" hex screws cSus File VIXH.EX6587 1. Snap CPVC pipe hanger into hanger. Dimples hold pipe in place. 2. Mount hanger onto wood beam with screws provided. 3. May also be used on the underside of beam. 4. Do anchor tightly to surface, be sure that pipe can slide freely through hanger. May be used as a guide in the upward position. Not designed to restrain upward movement of pipe. CROSS REFERENCE Size Item # Tnl Cne I FRicn® 3/4" 25-30-175-3/4 012845 597827 1" 25-30-175-1 012869 597828 1-1/4"IPS 25-30-175-1-1/4 012876 597829 1-1/2" IPS 25-30-175-1-1/2 012883 597831 2"IPS 25-30-175-2 012890 597832 Installation and configuration shall conform to the requirements of the NFPA 13, instructions and applicable local codes. The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM STAND-OFF TWO HOLE STRAP NO BLOCK FOR CPVC AR CO SINCE © 1981 • For mounting CPVC pipe to wood • Flared edges help protect CPVC • Galvanized steel construction • Supplied with #10 x 1" hex head cap screws • Complies with the static load requirements of NFPA® 13 • Suitable for fire protection installations • Eliminates spacers or backup blocks • Easy installation Designed to mount CPVC pipe horizontally or vertically to structural wood members with fasteners provided. Can only be used as a guide on top of beam or on vertical piping. May be installed to wood using supplied fastener or into (minimum 18 gauge) steel using two 1/4" x 1" TEK type screws. Provides vertical/lateral restraint and prevents upward movement of the pipe that supplies pendant fire sprinkler below ceiling. All sizes can be used as a restrainer in the bottom position. The 3/4" size only can be used as a restrainer in the top position. Installation: Per NFPA 13, 13R and 13D. (see page two) Fasteners: Wood - 3/4" to 3" CPVC Pipe - wood screw - no pre -drill Steel - 3/4" to 3" CPVC Pipe - 1/4" TEK screw ARGCO MODEL # 2530180 NPS A B MAX. HANGER SPACING 3/4" 2.69" 3.25" 5.5 ft / 1.68 m 1" 2.94" 3.25" 6 ft / 1.83 m 1-1/4" 3.31" 3.25" 6.5 ft / 1.98 m 1-1/2" 3.56" 4.5" 7 ft / 2.13 m 2" 4.06" 5" 8 it / 2.44 m For use as a restrainer in all sizes when attached to the bottom of structural wood members. For use as a restrainer in the 3/4 inch size when attached to the top of structural wood members System No. Location Submitted By Date O top mount O bottom mount O side mount .25" O O 1" Spec Section Paragraph Approved Date ARGCO.com ARGCO Updated 3/9/2020 © ARGCO A ARGCC.com 900-654-1015 STAND-OFF TWO HOLE STRAP NO BLOCK FOR CPVC M INSTALLATION INSTRUCTIONS AR CO SINCE © 1S_ Designed to mount CPVC pipe to wood or composite wood joists with a minumum 3/8" thickness. 1. Snap strap over CPVC pipe. 2. Squeeze strap back around pipe. Allowing pipe to slide back and forth. 3. Fasten the strap to the wood surface using the two hex head screws provided. NOTE: All sizes can be used as a restrainer in the bottom position. The 3/4" size only can be used as a restrainer in the top position. System No. Location Spec Section Paragraph Submitted By Date Approved Date ARGCO.com VARGCO Updated 3/9/2020 © ARGCO ARGCO CPVC TWO HOLE STRAP cSus File VIXH.EX6587 HEX HEAD SCREWS Designed for support or restraint fo piping in either a vertical or horizon- tal position. It can be used on top or bottom of a beam. The edges are flared to provent any damage to the CPVC pipe. It is easily attached using 2 hex head self -threading screws (supplied) Galvanized steel construction part # size 25-30-283 3/4" 25.30-284 1" 25.30-285 1-1 /4" 25-30-286 1-112" 25-30-287 2" Galvanized steel, supplied with hex slotted screws 1. SNAP CPVC PIPE INTO HANGER. 2. MOUNT HANGER TO UNDERSIDE OF BEAM WITH SCREWS PROVIDED. 3. MAY ALSO BE USED ON TOP SIDE OF BEAM. The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM Sprinkler Head Adapters BRASTICTm Adapter Straight Tee Size (inches) Part Number Box Qty with metal thread insert 3/4x1/2 V5003SBT-101 100 1 x 1/2 V50035BT-130 50 1 x 3/4 V50035BT-131 50 900 Elbow 3/4x1/2 V50073SBT-101 100 1 x 1/2 V50073SBT-130 50 1 x 3/4 V50073SBT-131 50 Tee 1 x 1 x 1 V50073SBT-101 1 x 1 x 1/2 V50073SBT-130 1 x 1 x 3/4 V50073SBT-131 * Brass starter thread molded into plastic, virtually eliminating cross -threading. 50 50 50 Female Adapter 3/4 x 1/2 V5003SBI-101 100 with metal thread insert 1 x 1/2 V5003SBI-130 50 1 x 3/4 V5003SBI-131 10 Spigot Female Adapter 3/4x 1/2 V50032SBI-101 100 with metal thread insert 1 x 1/2 V50032SBI-130 50 Sprinkler Head 90 1 3/4x 1/2 I V50073SBI-101 100 with metal thread insert 1 x 1/2 1 x 3/4 I V50073561-130 I V50073SBI-131 50 10 1-1/4x1/2 I V50073SBI-166 5 do Size (inches) 1x1x1 3/4 x 3/4 x 1/2 1x1x1/2 1-1/4x 1-1/4x 1/2 1-1/2 x 1-1/2 x 1/2 2x2x1/2 1 x 3/4 x 1/2 1-1/4x 1 x 1/2 1-1/2x 1-1/4x 1/2 2x1-1/2x1/2 Part Number V5012SBI-010 V5012SBI-101 V5012SBI-130 V5012SBI-166 V5012SBI-209 V5012SBI-247 V5012RSBI-124 V5012RSBI-156 V5012RSBI-199 V5012RSBI-237 Back to Back Cross 1xlx1/2x1/2(1-1/8) V50353SBIS-130 with metal thread insert 1x1x1/2x1/2(t-5n6) V50353SBIL-130 in Box Qty 50 10 50 5 5 2 10 5 5 2 20 1 Back to Back Tee 1 /2 x i/2 x 1 (t-va)V501133SBIS-075 30 with metal thread insert 1/2x1/2x1 (1-sne) V501133561L-075 30 4W Trusted above aII.T" V�KING� CPVC Standard Fittings Tee Size (inches) Part Number Box Qty Reducing Tee Size (inches) Part Number Box Qty 3/4 V5011-007 250 I 3/4 x 3/4 x 1 _ V5011 R-102 10 4% 1 V5011-010 100 1 x 3/4 x 3/4 V5011 R-125 100 1-1/4 V5011-012 25 1 x 3/4 x 1 I V5011 R-126 10 1-1/2 V5011-015 25 1 x 1 x 3/4 I V5011 R-131 100 2 V5011-020 2 1-1 /4 x 1 x 3/4 I V5011 R-157 5 2-1/2 V5011-025 1 1-1 /4 x 1 x 1 I V5011 R-158 25 3 V5011-030 1 1-1Ax1x1-1A V5011R-159 5 _ 1-1/4 x 1-1/4 x 3/4 V5011R-167 25 900Elbow 1-1/4 x 1-1/4 x 1 V5011R-168 25 3/4 V5007-007 250 1-1/4x1-1/4x1-1/2 V5011R-169 5 1 V5007-010 100 11-1/2x1-1/4x3/4 V5011R-201 5 1-1/4 V5007-012 25 I 1-1/2 x 1-1/4 x 1 V5011R-202 5 1-1/2 V5007-015 25 1-1/2 x 1-1/2 x 3/4 V5011 R-210 25 2 V5007-020 2 1-1/2 x 1-1/2 x 1 V5011R-211 25 1/2 V5007-025 1 1-1/2x1-1/2x1-1/4 V5011R-212 5 3 E12 V5007-030 1 1-1/2 x 1-1/2 x 2 V5011 R-213 5 x 3/4 V5007R-131 100 2 x 2 x 3/4 V5011 R-248 2 2 x 2 x 1 V5011 R-249 10 450 Elbow 3/4 _ V5006-007 250 2 x 2 x 1-1/4 V5011 R-250 2 1 V5006-010 100 2 x 2 x 1-1/2 V5011 R-251 2 1-1/4 V5006-012 5 2-1/2 x 2-1/2 x 1 V5011 R-289 1 1-1/2 V5006-015 5 2-1/2x2-1/2x1-1/4 V5011R-290 1 2 V5006-020 2 2-1/2 x2-1/2 x 1-1/2 V5011R-291 1 2-1/2 V5006-025 1 2-1/2 x 2-1/2 x 2 V5011 R-292 1 3 V5006-030 1 3 x 3 x 1-1/2 V5011 R-337 1 3 x 2 V5011 R-338 1 Cross 3/4 V5035-007 10 3 x 2-1/2 V5011 R-339 1 1 V5035-010 100 1-1/4 V5035-012 5 Bushing 1 x3/4 V5018-131 100 1-1/2 V5035-015 20 1-1 /4 x 3/4 V5018-167 25 2 V5035-020 1 1-1Ax1 V5018-168 25 2-1/2 V5035-025 1 1-1/2 x 3/4 V5018-210 5 1 x 1 x 3/4 x 3/4 V5035R-131J_ 10 1-1/2 x 1 V5018-211 25 1-1/2x1-1/4 V5018-212 25 Coupling 3/4 V5001-007 250 2 x 3/4 V5018-248 2 1 V5001-01 100 2 x 1 V5018249 2 1-1/4 V5001-012 25 2 x 1-1/4 V5018-250 2 1-1/2 V5001-015 25 2 x 1-1/2 V5018 251 2 2 V5001-020 10 2-1/2x1 V5018-289 15 2-1/2 V5001-025 1 2-1/2 x 1-1/4 V5018-290 1 3 V5001-030 1 2-1/2 x 1-1 /2 V5018-291 1 2-1/2 x 2 V5018-292 1 Reduced Coupling 3 x 1-1/2 V5018-337 15 1 x3/4 V5001R-131 10 3 x 2 V5018-338 1 i 1-1 /4 x 1 V5001 R-168 5 3 x 2-1/2 V5018-339 1 #' 1-1/2 x 3/4 V5001 R-210 5 1-1/2x1 V5001R-211 5 1-1/2x1-1A V5001R-212 5 Cap 3/4 V5017-007 250 2 x 1 V5001 R-249 2 1 V5017-010 100 2x1-1/2 V5001R-251 2 1-1/4 V5017-012� 5 1-1/2 V5017-015 5 2 V5017-020 2 2-1/2 V5017-025 1 3 V5017-030 1 May 2014 CPVC Pipe Size(inches) 11 Part Number 11 Box Qty 3/4 34PIPE 240 1 1 1PIPE 180 1-1/4 114PIPE 105 *l� 1-1/2 112PIPE 75 y 2 _ 2PIPE _ 60 2-1/2 212PIPE _ 30 1 3 3PIPE 15 CPVC Transition Fittings Female Adapter N Size (inches) �I Part Number Box Qty Grooved Coupling Size (inches) Part Number Box Qty with metal thread insert Adapter 3/4 V5003BI-007 10 1-1/4 _V5001G-012 30 J 1 V5003B1-010 50 1-1/2 _V5001G-015 25 J 1-1/4 V5003B1-012 5 2 _V5001G-020 15 J 1-1/2 V5003BI-015 5 2-1/2 V5001G-025 4 2 V5003BI-020 2 3 V5001G-030 2 Spigot Female Adapter 3/4 V50032BI-007 250 Standard Union 3/4 _I V5033E-007 I 1 with metal thread insert 1 V5003261-010 100 � 1 _I V5033E-010 I 1 Male Adapter 3/4 V5004BI-007 10 with metal thread insert 1 V5004BI-010 10 1-1/4 V5004BI-012 5 1-1/2 V5004BI-015 5 2 V5004BI-020 2 Accessories Solvent Cement Size (inches) Part Number Box Qty Dauber Size (inches) Part Number Box Qty Quart V5097Q 12 � Small V5093-5 100 Pint V5097P 12 Large V5093-L 100 Test Plug 1/2 V450-005 50 Roller N/A V5097 24 Brush N/A V5096 12 May 2014 Recommended Installation Practices and Precautions for Freedom® CPVC Systems E Dos MRW • Install product according to the manufacturer's instructions. • Follow recommended safe work practices. • Make certain that thread sealants, gasket lubricants, or fire stop materials are compatible with BlazeMaster® CPVC. • Use only latex -based paints if painting is desired. • Keep pipe and fittings in original packaging until needed. • Cover pipe and fittings with an opaque tarp if stored outdoors. • Follow proper handling procedures. • Use tools designed for use with plastic pipe and fittings. • Use proper solvent cement and follow application instructions. • Use a drop cloth to protect interior finishes. • Cut the pipe ends square. • Deburr and bevel the pipe end before solvent cementing. • When solvent cementing, rotate the pipe 1/4 turn when bottoming pipe in fitting socket. • Always apply solvent cement to the pipe first then fitting. • Avoid puddling of solvent cement in fittings and pipe. • Make certain that solvent cement does not run and plug the sprinkler head orifice. • Follow the manufacturer's recommended cure times prior to pressure testing. • Fill lines slowly and bleed the air from the system prior to pressure testing. • Support sprinkler head properly to prevent lift up of the head through the ceiling when activated. • Keep threaded rod within 1/16"of the pipe. • Install BlazeMaster CPVC pipe and fittings in wet systems only or specially listed dry systems. • Follow manufacturer'hs recommendations for freeze protection. • Allow for movement due to expansion and contraction. • Renew your BlazeMaster CPVC pipe and fittings installation training every two years. • Follow manufacturer's recommendations on pressure testing. • Follow current NFPA standards for use of antifreeze solutions. Blazemaster® is a registered trademark of Lubrizol Teflon® is a registered trademark of E. I. du Pont de Nemours and Company Crisco® is a registered trademark of the J.M. Smucker Company Regional Headquarters Don'ts Iff Do not use petroleum or solvent -based paints, sealants, lubricants or fire stop materials. • Do not use any glycol -based solutions as an anti -freeze. • Do not use both Teflon® tape and thread sealants simultaneously. • Do not use solvent cement that exceeds its shelf life or has become discolored or gelled. • Do not allow solvent cement to plug the sprinkler head orifice. • Do not connect rigid metal couplers to BlazeMaster® CPVC grooved adapters. • Do not thread BlazeMaster CPVC pipe. • Do not use solvent cement near sources of heat, open flame, or when smoking. • Do not pressure test until recommended cure times are met. • Do not use dull or broken cutting tool blades when cutting pipe. • Do not use BlazeMaster CPVC pipe that has been stored outdoors unprotected and is faded in color. • Do not allow threaded rod to come in contact with the pipe. • Do not install BlazeMaster CPVC pipe in cold weather without allowing for expansion. • Do not install BlazeMaster CPVC pipe and fittings in dry systems, unless specifically Listed for such use. • Do not use ratchet cutters below 50•F. • Do not use edible oils such as Crisco® as a gasket lubricant. • Do not install tape, insulated wire, or cable in direct contact with BlazeMaster CPVC pipe. Note:This list does not constitute as a complete installation guide. Viking SupplyNet - U.S. East Viking SupplyNet - U.S. Midwest Viking SupplyNet - U.S. West 4B Cranberry Rd 2353 International St 9101 Sorensen Ave. Parsippany, NJ 07054 Columbus, OH 43228 Santa Fe Springs, CA 90670 Phone: 800-845-4645 Phone: 800-926-7757 Phone: 800-366-1727 Fax: 269-818-1639 Fax: 614-527-5818 Fax: 562-944-1058 Viking SupplyNet - U.S. South Viking SupplyNet - Latin America Viking SupplyNet - Canada 100 Piedmont Court, Suite A 2840 SW 42nd St, Port 95 Ind Ctr Blg IV 325 Vaughan Valley Blvd. Doraville, GA 30340 Hollywood, FL 33312 Woodbridge, Ontario L4H 3135 Phone:800-234-2443 Phone:954-791-1756 Phone:905-856-3557 Fax: 770-446-3713 Fax: 954-791-1614 Fax: 905-856-3558 WARNING: Cancer and Reproductive Harm- www.P65 Warnings.ca.gov May 2014 Viking 1 210 N Industrial Park Drive, Hastings, MI 49058,Telephone: (269) 945-9501, Facsimile: (269) 945-9599 1 www.vikinggroupinc.com MKT-1089 SUBMITTAL INFORMATION Angle Ball Meter Valves - (BA43-444W-Q-NL style) QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET BY METER SWIVEL NUT OUTLET Solid one piece tee -head and stem Sturdy stops allow 90° motion and are enclosed and protected Padlock Wing for locking valve in closed position Dual EPDM O-rings in the stem Fluorocarbon -coated brass ball Molded EPDM rubber seats with reinforcing ring support the ball External Nut Stop Quick Joint Nut A snap ring locks the stem into the body of the valve Bronze Snap Ring r Swivel Nut Meter Coupling Threads t Outlet Height Molded Buna-N Spring Tip Gasket provides Hydraulic Seal Stainless steel Gripper Inlet I-* Length 30 SERVICE LINE METER SIZE APPROX. PART ✓ SUBMITTED VALVE SIZE SIZE INLET OUTLET LENGTH HEIGHT WT. LBS NUMBER ITEM(S) 1" 1" 1" 2-43/64" 2-29/64" 1 3.7 1 BA43-444W-0-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NIL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Ends are integral or secured with adhesive to prevent unintentional disassembly • Hole for attaching handle is provided in tee -head • 300 PSI working pressure • Padlock Wing for locking valve in closed position • Conforms to AWWA C700 for Meter threads • Meter nut drilled for seal wire Note: Recommended for inlet side shut-off. Optional full 3600 tee -head rotation. Add "R" to end of part number. The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: I i P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone:260-563-3171 / Fax:800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 05/16/14 Pressure Loss (psi) CD CD on 406 SUBMITTAL INFORMATION Ball Valve Curb Stop - (B11-444-HT-34-NL style) FEMALE IRON PIPE THREAD INLET BY FEMALE IRON PIPE THREAD OUTLET, WITH HANDLE Solid one piece tee -head/ handle and stem Sturdy stops allow 90° motion and are enclosed and protected \ Dual EPDM O-rings in the stem Female Iron Pipe Thread Inlet — ----------- Length A snap ring locks the stem into the body of the valve Molded EPDM rubber seats with reinforcing ring support the ball 7 Outlet Female Iron Pipe Thread Fluorocarbon -coated brass ball VALVE SIZE INLET SIZE OUTLET SIZE LENGTH APPROX. PART ✓ SUBMITTED WT. LBS NUMBER I ITEM(S) 1"1 1" FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NIL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Valve is non -directional and is watertight with flow in either direction • Ends are integral or secured with adhesive to prevent unintentional disassembly • Hole for attaching curb box rod or handle is provided in tee -head • 300 PSI working pressure The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: I I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone:260-563-3171 / Fax:800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 03/29/16 The Ford Meter Box Company, Inc. 11 Wabash, Indiana 46992 Valve flow test performed by Quality Assurance Department March 12, 1992 B11-444 GPM PSI Loss 5 10 15 0.01 20 0.03 25 0.05 30 0.08 35 0.12 40 0.17 45 0.24 50 0.29 A A A � V 0.2 r,'s as 0.1 m CL 010 +Xtl Flow Test Results 10 20 30 40 50 Flow Rate - COPRA CP� POTTER The Symbol of Protection VSR-SG VANE TYPE WATERFLOW FOR CPVC PIPE ALARM SWITCH WITH RETARD AND GLUE -IN UNION Specifications subject to change without notice. Stock Number: 1144460 Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 CAUTION Waterflow switches that are monitoring wet pipe sprinkler systems shall not be used as the sole initiating switch to discharge AFFF, deluge, or chemical suppression systems. Waterflow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. General Information The Model VSR-SG is a vane type waterflow switch for use on wet sprinkler systems using CPVC plastic fittings (manufactured by Tyco, Nibco, Victaulic, Ipex, and Spears Manufacturing Company) that use I", 1 '/4", 1 '/2", or 2" pipe sizes. It is equipped with a union to accommodate installation in confined spaces. The VSR-SG contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM (38 LPM) or more occurs downstream of the switch. The flow condition must exist for a period of time necessary to overcome the selected retard period. Enclosure The VSR-SG switches and retard switch are enclosed in a general purpose, die-cast housing. The cover is held in place with two tamper resistant screws which require a special key for removal. A field installable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin number 5401103 for installation instructions of this switch. Installation (see Fig. 1, 3, and 5) These switches may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The switch should not be installed within 6" (15 cm) of a fitting which changes the direction of the waterflow or A CAUTION Do not trim the paddle. Failure to follow these instructions may prevent the switch from operating and will void the warranty. UL, CUL and CSFM Listed, CE Marked Service Pressure: Up to 175 PSI (12,07 BAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) - UL Maximum Surge: 18 FPS (5.5 m/s) Contact Ratings: Two sets of SPDT (Form C) 10.0Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min. at 24VDC Conduit Entrances: Two openings provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: • NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. • Temperature Range: 40°F -1207, (4.5°C - 49°C) - UL Service Use: British Standard B59251 Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 • Installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. • Shock hazard. Disconnect power source before servicing. Serious injury or death could result. • Risk of explosion. Not for use in hazardous locations. Serious iniury or death could result. within 24" (60 cm) of a valve or drain. The unit has a 1" male fitting for gluing into a CPVC plastic tee. NOTE: Do not leave cover off for an extended period of time. Loosen the union nut and separate the 1" male fitting from the VSR-SG. Glue the 1" male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. (Note: The 1" male fitting must bottom out on the stop of the TEE for proper operation of the VSR-SG. See Fig. 1.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the 1" male fitting. Select the proper paddle for the pipe size and type of TEE used. See Fig. 3 for instructions on how to change paddle. Verify that the o-ring is properly positioned in its groove. Hand tighten the nut on the union after orienting the switch in the appropriate direction to detect waterflow as shown in Fig. 5 & Fig. 7. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. A CAUTION Do not over -tighten the union nut, hand tighten only. Use of a wrench may damage the union nut. PotterElectric Signal Company, LLC • St. Louis, MO • Cust Service: 866-572-3005 • Tech Support: 866-956-0988 /Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. #5401205 - REV H PAGE 1 OF 4 01/12 VSR-SG (DPOTTER VANE TYPE WATERFLOW FOR CPVC PIPE ALARM SWITCH WITH RETARD The Symbol of Protection AND GLUE -IN UNION Testing The frequency of inspection and testing for the Model VSR-SG and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). A method of testing the VSR-SG must be provided. The valve used for testing shall be easily reached and shall produce a minimum flow of 10 GPM to activate the switch. The discharge orifice shall be equal to the smallest sprinkler used in the system. I Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig. 1 Glue the 1 " male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the V male fitting. 9" (MINIMUM CLEARANCE 1" MALE FITTING REQUIRED FOR INSTALLATION OR MUST BOTTOM OUT REMOVAL OF DEVICE) ON STOP NO BUSHINGS, L INSERTS OR DWG. #1062-1 ADAPTERS ARE PERMITTED Fig. 3 DIRECTION OF WATERFLOW VVV TO DWG. #1063-3 Important: 11 paddles are furnished with each unit to accommodate the various sizes and manufacturers of TEES. The paddles have raised lettering that show the pipe size and the TEE manufacturer they are to be used with. The proper paddle must be used. The paddle must be properly attached (see Fig. 3) and the screw that holds the paddle must be securely tightened. Fig. 2 Break out thin section of cover when wiring both switches from one conduit entrance. 1h ( Fig. 4 Typical Electrical Connections Notes: 1. The Model VSR-SG has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. For supervised circuits, see "Switch Terminal Connections" drawing and warning note (Fig. 6). CONNECTOR NEUTRAL FROM BREAKER NEUTRAL FROM BELL 1 BREAKER JLINE FROM BREAKER EOL (End Of Line Resistor) NOTE: When connecting to a LIL Listed control panel, use the panel's resistor value for circuit supervision. PRINTED IN USA MFG. 95401205 - REV H PAGE 2 OF 4 01/12 VSR-SG VANE TYPE WATERFLOW CP� POTTER FOR CPVC PIPE ALARM SWITCH WITH RETARD The Symbol of Protection AND GLUE -IN UNION Fig. 5 Retard Adjustment The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60- 90 seconds). The time delay should be set at the minimum required to prevent false alarms. OPTIONAL COVER TAMPER SWITCH _ Do not leave cover fffor extended period of time RETARD ADJUSTMENT KNOB Flowing water activates switch in one direction only. (•) MOUNT SO ARROW ON BASE POINTS IN DIRECTION OF WATERFLOW V MALE FITTING ON ALL SIZES \ J / DWG# 1205-tA L.OFTHE TEE MAYBE 1", 1 `%a"' 1 YY", or 2" Fig. 7 Mounting Dimensions -Orientation PIPE ' PLASTIC PADDLE 2.00 in (50.8 mm)� Fig. 6 Switch Terminal Connections Clamping Plate Terminal INGOOINO 00TGOINe An uninsulatcd section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. Do not strip wire beyond 3/8" of length or expose an uninsulated conductor beyond the edge of the terminal block. When using stranded wire, capture all strands under the clamping plate. w i I PIPE A CAUTION Flow switch must be properly orientated. Side of cover must be perpendicular with the pipe. Improper orientation could delay or prevent notification of waterflow. Fig. 8 GREEN GROUND DWG# 1205-15 PRINTED IN USA MFG. #5401205 - REV H 01/12 PAGE 3 OF 4 VSR-SG VANE TYPE WATERFLOW P POTTER FOR CPVC PIPE ALARM SWITCH WITH RETARD ® The Symbol of Protection AND GLUE -IN UNION Maintenance Inspect the waterflow switch monthly. If leaks are found, replace the waterflow switch. The VSR-SG waterflow switch should provide years of trouble -free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock #1029030 (see Fig. 9). There is no maintenance required, only periodic testing and inspection. Retard/Switch Assembly Replacement (See Fig. 9) I The Retard/Switch Assembly is field -replaceable without draining the system or removing the waterflow switch from the pipe 1. Make sure the fire alarm zone or circuit connected to the waterflow switch is bypassed or otherwise taken out of service. 2. Disconnect the power source for local bell (if applicable). 3. Identify and remove all wires from the waterflow switch. 4. Remove the (2) mounting screws holding retard/switch assembly to the base. Do not remove the (2) retard housing screws. 5. Remove the retard assembly by lifting it straight up over the tripstem. 6. Install the new retard assembly. Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. 7. Re -install the (2) original mounting screws. 8. Reconnect all wires. Perform a flow test and place the system back in service. Fig. 9 (2) ORIGINAL MOUNTING REMOVE (2) ORIGINAL MOUNTING BREAK OUTTHIN SECTION OFCOVER SCREWS SCREWS HOLDING RETARD/SWITCH WHEN WIRING BOTH SWITCHES AS TO BASE FROM ONE CONDUIT ENTRANCE. q RETARD/SWITCHASSEMBLY----\ DO NOT REMOVE (2) RETARD HOUSING SCREWS Removal of Waterflow Switch (2) LOCATING (2) LOCATING PI BOSSES IN BASE BASE G# 1190-2 • To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector, then disconnect wiring. • Loosen nuts and seperate unit from the glued -in fittings • Gently lift the unit far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterflow detector. • Lift detector clear of pipe. PRINTED IN USA MFG. 95401205 - REV H PAGE 4 OF 4 01/12 CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE � LISTING No. 7770-0328:0001 Page 1 of 1 CATEGORY: 7770 -- VALVES/SWITCHES LISTEE: Potter Electric Signal Col 609 Park 370 Place, Hazelwood, 63042 United States Contact: Bill Witherspoon (314) 595-6900 Fax (314) 595-6999 Email: BiIIW@pottersignal.com DESIGN: Vane and pressure type water flow alarm switches listed below. Refer to listee's data sheet for detailed product description and operational considerations. Vane Types: VSR-CF VSR-D VSR-F VSR-SF VSR-FE-2 VS-SP VS-F VSR-SFG VSR-SFT VSG VSR VSR-S VSR-C VSR-ST VSR-SG Pressure Type: WFS-B WFSR-C WFSPD-B PS10 PS-10A PS-100A WFSR-F PS100 INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number and UL or FM label. APPROVAL: Listed as waterflow alarm switches for use with fire sprinkler systems. Vane models may be used in wet pipe systems; pressure models may be used in wet or dry systems. Model VSR-CF is for use on K, L or M copper pipe (2", 2-1/2", 3", 4") and listed CPVC pipe (2", 2-1/2", 3"). Model VSR-SF for use on 1", 1-1/4", 1-1/2" and *2" steel, copper or listed plastic pipe. Model VSG is for low flow rate. Model VSR-SFG and VSR-SFT are for use on 1", 1-1/4", 1-1/2" and *2" plastic pipe. Models VS-F, VSR-F, VSR-FE and VSR-FE-2 is for use on 2", 2-1/2", 3", 3-1/2", 4", 5", 6", 8" and 10" pipe. *Model VSR is for use on steel pipe sizes from 2" through 8". Vane type switches may be used outdoors when the outdoor temperature never falls below 40oF. Rev*5-17-2007 jw This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not sO an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2018 Listing Expires June 30, 2019 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division Page : 1 of 8 SENJU SPRINKLER CO., LTD. Residential Lead Free Flat Concealed Sprinkler, Pendent, Model: RC-RES, K-Factor: 4.9, SIN: SS8464 GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push -on and/or thread -on, thread -off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar'/Z) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. "Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA's Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. WARNINGS The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. Document No. U085166 Date : Jul/08/2019 TECHNICAL DATA Approvals: ,UL„, Listed, NSF-61-G Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPM/psi112 (70.6 LPM/bart12) Temperature Rating: 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 162°F (72°C) Cover Plate 205oF (96°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 175°F (79°C): White 205°F (96°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72°C): White -Colored Mark Vertical Adjustment: 112 inch (12.8 mm) Cover Plate Finishes: Standard Finishes - White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes - Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figures 1 and 1-1 OPERATION Page : 2 of 8 2-1 / T 6- (0 52mm) Marking lam Lot No. Year of Manufacture SIN : SS8464 K-factor: K4.9 Temperature Rating' 162'F/72C or 175F/79`C UL Mark or 205F/96`C 7 CnnUol No.: 6P37 NSF Mark ! NSF-61-G RES SPKR 1) Body (Copper Alloy) (2) Deflector(Phosphorus Bronze) ® Gasket (PTFE) 68mm) ® Fuvlble Metal (Solder) 83mm) (9) Heat collector (Capper) 68mm 4V Cover Plate Assembly FIGURE 1. Model RC-RES K=4.9 Marking (Deflector) SIN : SS8464 K-factor - K4.9 Color Code Temperature Rating 162'F/72'C ,o or I75F/79'C UL Mark or 205F/96'C 0 0 -I o d CM 0 0 .e COVER PLATE SPRINKLER (Top view) (Bottom view) FIGURE 1-1. Marking (Color Code) In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) I •tee - -- - — ��- � OperationNormal Condition Cover Plate Operation Sprinkler FIGURE 2. OPERATION PROCESS (The Agure is for illustrative Purposes only) Document No. U085166 Date : Jul/08/2019 Page : 3 of 8 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted company. Include sketches and technical details, as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent and which take precedence over those specified in NFPA 13, 13D, 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the airpressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 13D, or 13R) must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided for the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 175°F (79°C) 150°F (66°C) 140°F (60°C)'� Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C) Intermediate 205°F (96°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the following: (1) Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non -Fire conditions or Not Operating when exposed to an actual fire. (2) Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) — Solder Joint) All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Document No. U085166 Date : Jul/08/2019 Page : 4 of 8 Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of "design sprinklers" as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in TABLE A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. A minimum discharge of 0.1GPM/sq.ft. [4.07LPM/sq.m] over the "design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Ordinary Intermediate Intermediate Maximum Maximum Temperature Rating Temperature Rating Temperature Rating Minimum Covera e Spacing 162°F (72°C) 175°F (79°C) 205°F (96°C) Deflector Installation Spacing Areaia� to Flow Pressure(b) Flow(b) Pressure Flow Pressure(b)Type Ft. X Ft. Ft. Ceiling Ft. (m Xm) (m) GPM PSI GPM PSI GPM PSI (m) (LPM) (bar) (LPM) (bar) (LPM) (bar) 12X12 12 13 7.0 13 7.0 13 7.0 Smooth (3.7X3.7) (3.7) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Ceilings 3/8 to 7/8 14X14 14 13 7.0 13 7.0 13 7.0 Inches. (4.343) (4.3) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Beamed Ceilings 16X16 16 13 7.0 13 7.0 per NFPA 8 (4.949) (4.9) (49.2) (0.48) (49.2) (0.48) 13D, 13R Concealed (2.4) or 13 Installed in 18X18 18 17 12.0 17 12.0 beam (5.5X5.5) (5.5) (64.4) (0.83) (64.4) (0.83) 3/8 to 7/8 inches below 20X20 20 21 18.4 21 18.4 bottom of (6.1 X6.1) (6.1) (79.5) (1.27) - - (79.5) (1.27) beam. (a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. Sprinkler Spacin_q Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. TABLE A) Document No. U085166 Date : Jul/08/2019 Page : 5 of 8 INSTALLATION The Model RC-RES must be installed in accordance with the following instructions: NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operation or non -operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ft•lbs (9.5 to 19.0 N•m) to achieve a 112 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. Use only NR-H model wrench socket for installation of RC-RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Installing Procedure Step 1 The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8" drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the "Vertical Adjustment' indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. Make a Space Here Do Not Ave. 1/4" ($.4mm) Over -Tighten Min. 1/8" 3-2m GrLNR-H r EVertical m A 'ustment i N �*9i� li et E Nw Mounting SurfaceatchetMounting 2-3/8"' (� B0rnm)SurfaceCeiling Hole Diameter FIGURE 3. INSTALLATION FIGURE 4. RATCHET & SOCKET Document No. U085166 Date : Jul/08/2019 Hook up Sprinkler Head Protective Cep T 1 i I Cap Remover RC I i I i f Pull down Step I Step 2 Step 3 FIGURE 5. PROTECTIVE CAP REMOVAL E E 00 R r.� Cover Pula Assembly 2-5/8" 68mm) or 3-114" (d 83mm) or 2-5.8"square (068mm) FIGURE 6. INSTALLATION (COVER PLATEASSEMBLY) ]NCORREC7 CORRECT1 INCORRECT FIGURE 7. INSTALLATION (CORRECT and INCORRECT) Page : 6 of 8 Document No. U085166 Date : Jul/08/2019 Page : 7 of 8 CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F/4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non -operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non -factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units because of dropping, hitting, over -tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under TABLEA "Hydraulic Design Criteria'). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Limited Warranty For details of warranty, refer to Sales Contract. Document No. U085166 Date : Jul/08/2019 Page : 8 of 8 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C) or 205°F (96°C)) Cover Plate Assembly 2-5/8 inch (0 68mm) or 3-1/4 inch (0 83mm) or 2-5/8 inch square (❑68mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-5/8" Round, 140°F 0 0 - - - - - - 0 0 3-1/4" Round, 140°F 0 0 0 0 0 0 0 0 0 0 2-5/8" Square, 140°F 0 - - - - - - - 0 0 2-5/8" Round, 162°F 0 - - - - - - - 0 0 3-1/4" Round, 162°F 0 - - - - - - - 0 0 Tools for Installation of Model RC-RES Socket NR-H For use with a 3/8" drive ratchet (not included) Socket NR-H Plastic For use with a 1/2" drive ratchet (not included) • Cap Remover RC Document No. U085166 Date : Jul/08/2019 Spears® Technical Information I I-Mar-16 03:20:38 PM Part No: S1520-1000 F1ameGuard® Swing Check Valves Desc: 1 CPVC SWING CHECK VALVE SOC EPDM MSRP: 33.81 Part Code: 004 Weight(lbs):0.41 Weight(kg):0.186 Weight(gm):186 Size: 1 Color: ORANGE Material: CPVC Connection Socket x Socket Type Swing Check Gasket EPDM Note UL Listed A= 1-11/16 B= 2-5/16 C= 4-9/16 D= 2-5/8 Iniection Molded Dimension References: G = (LAYING LENGTH) intersection of center lines to bottom of socket/thread; 90' elbows, tees, crosses; f 1/32 inch. H = Intersection of center lines to face of fitting; 90' elbows tees, crosses; t 1/32 inch. J = Intersection of center lines to bottom of socket/thread; 45' elbows; t 1/32 inch L = Overall length of fittings; t 1/16 inch. M = Outside diameter of socket/thread hub; t 1/16 inch. N = Socket bottom to socket bottom; couplings; t 1/16 inch. W = Height of cap; t 1/16 inch Typical Molded Dimension References The information printed here is based on current information & product design at the time of publication and is subject to change without notification. Spears® ongoing commitment to product improvement may result in some variation. No representation, guarantees or warranties of any kind are as to its accuracy, suitability for particular application or results to be obtained thereform. For verification of technical data or additional information, please contact Spears® Technical Service Department:: WEST COAST : (818) 364-1611 - EAST COAST: (717) 938-9006 Viking Plastics Features • Sizes Available (Nominal): 3/4" (DN20) through 3" (DN80) pipe diameters, with a Standard Dimension Ratio (SDR) of 13.5 as specified in ASTM F442. • Environmental Specifications: Indoor use only. Maximum Ambient Temperature: 150°F (65°C) • Hazen -Williams C Value: 150 BIazeMaste,-'11" CPVC Pipe • Pressure Data: Working Pressure: 175 PSI (12.1 bar) at 150°F (65°C) • Specifications: • Meets NFPA 13R and 13D standards for residential occupancies as well as NFPA 13 standards for light hazard occupancies. • Pipe meets or exceeds ASTM F442. • Certified by NSF International for potable water services. • CPVC pipe from Viking Plastics use compound cell class 23547 (demonstrated highest structural properties). • cULus Listed, FM Approved, New York City (MEA) Approved, LPCB Approved. CPVC PIPE PHYSICAL DATA FM SF pPPCB Nominal Pipe Size Actual Outside Diameter Average Inside Diameter *Weight per 15' (4,6 m) length Length Approvals Part Number Inch DN Inch mm Inch mm Lb. Kg. Feet M 3/4" DN20 1.050 26,670 0.874 22,199 2.52 1,14 15 4.6 cU NSFFM 34PIPE 1" DN25 1.315 33,401 1.101 27,965 3.93 1,78 15 4.6 1PIPE 1 1/4" DN32 1.660 42,164 1.394 35,408 6.27 2,84 15 4.6 114PIPE 1 1/2" DN40 1.900 48,260 1.598 40,589 8.22 3,73 15 4.6 112PIPE 2" DN50 2.375 60,325 2.003 50,876 12.89 5,85 15 4.6 2PIPE 21/2" DN65 2.875 73,000 2.423 61,500 18.86 8,55 15 4.6 212PIPE 3" DN80 3.500 88,900 2.950 74,900 28.01 12,71 15 4.6 3PIPE Nominal Pipe Size Actual Outside Diameter Average Inside Diameter *Weight per 10' (3,05 m) length Length Approvals Part Number Inch DN Inch mm Inch mm Lb. Kg. Feet M 3/4" DN20 1.050 26,670 0.874 22,199 1.68 0,76 10 3,05 cU NSFFM 34PIPE10 1" DN25 1.315 33,401 1.101 27,965 2.62 1,19 10 3,05 1PIPE10 1 1/4" DN32 1.660 42,164 1.394 35,408 4.18 1,90 10 3,05 114PIPE10 1 1/2" DN40 1.900 48,260 1.598 40,589 5.48 2,49 10 3,05 112PIPE10 2" DN50 2.375 60,325 2.003 50,876 8.59 3,90 10 3,05 2PIPE10 21/2" DN65 2.875 73,000 2.423 61,500 12.57 5,70 10 3,05 212PIPE10 3" DN80 3.500 88,900 2.950 74,900 18.67 8,47 10 3,05 3PIPE10 NOTE: CPVC Pipe is produced in SDR 13.5 Dimensions in accordance with ASTM F442. Standard Dimension Ratio is the ratio of the outside pipe diameter to the wall thickness of the pipe. Blazemaster® is a registered trademark of Lubrizol. Specifications subject to change without notice *Empty pipe weights IMPORTANT. Installers should receive thorough hands-on training in the proper methods of assembly and installation of CPVC products Trusted above all TM NIKJW*i(R) Viking Plastid CPVC Pipe Product Specifications BIazeMastei-'11" CPVC Pipe Corrosion resistant CPVC fire sprinkler pipe, when installed in strict accordance with the manufacturer's design and instal- lation instructions, is UL and c-UL Listed by Underwriters Laboratories for use in the following: • Meets NFPA 13R and 13D standards for residential occupancies as well as NFPA 13 standards for light hazard occupancies. • Residential occupancies up to and including four stories in height as defined by NFPA 13R. • Residential occupancies as defined in the Standard for Sprinkler Systems in One and Two Family Dwellings, NFPA 13D. • Installation of private fire service mains and their appurtenances, NFPA 24. CPVC fire sprinkler pipe from Viking Plastics shall be employed in wet pipe systems only and are not listed for outdoor use. CPVC pipe must never be used in a system using compressed air or other gases. CPVC pipe from Viking Plastics also carries the following enhanced listings and approvals: • According to UL Listing • Can be flush at return air plenums • Exposed system risers NFPA 13D, 13R • Exposed basement NFPA 13D (solid wood joist) • Extended coverage (exposed) • 20' spacing on pendent in lieu of 15' • 18' spacing on sidewall in lieu of 14' • Use with combustible concealed sprinklers • UL Listed attic sprinkler head (to protect the floor below) • UL Listed attic sprinkler head with wet system piping (feed main and ridge installation) New and enhanced listings and approvals are being pursued. Always check with the appropriate Listing and Approval agency for details on current listing parameters. CPVC pipe meets all applicable standards for pressure rated applica- tion as required in ANSI -NSF Standard 14 and complies with ANSI -NSF Standard 61 for health effects and are marked with the NSF-pw end use marking. All CPVC fire sprinkler pipe shall be Listed by Underwriters Laboratories for wet pipe systems, and shall carry a rated working pressure of 175 psi @ 150°F (12 bar @ 65.5°C). *The FM Approval is limited to use in wet pipe fire protection sprinkler systems for light hazard occupancies in both concealed and exposed applications with certain restrictions. Piping must always be installed in strict accordance to the manufacturer's DESIGN AND INSTALLATION GUIDE, including product storage and handling, joining methods, supporting and bracing, expansion and con- traction allowance and testing, etc. National Fire Protection Association (NFPA) Standards 13, 13D, and 13R must be referenced for design and installation requirements in conjunction with the installation instructions. • Exposed sidewall sprinkler listing for exposed pipe & fittings • 24' extended coverage sidewall sprinkler, 12" drop, 155T sprinkler head • 18' extended coverage sidewall sprinkler, 12" drop, 165T sprinkler head • 16' extended coverage sidewall sprinkler, 12" drop, 175T sprinkler head • 14' standard coverage sidewall sprinkler, 12" drop, 200T sprinkler head Factory Mutual Approved* • Factory Mutual Approval exposed • Factory Mutual Approval above drop -in ceilings • Factory Mutual Approval exposed w/Soffi-Steel soffiting covering system All CPVC fire sprinkler pipe from Viking Plastics is manufactured in the USA. All CPVC pipe shall be packaged immediately after its manufacture to prevent damage and shall be stored indoors after production, at the manufacturing site, until shipped from the factory. The pipe shall bear the logo of the listing agencies, and shall carry the National Sanitation Foun- dation (NSF) seal of approval for potable water applications. CPVC products are intended for use in areas where the maximum ambi- ent temperature does not exceed 150°F (65.5°C). If the ambient tempera- ture is expected to exceed this limitation, refer to the manufacturer's DE- SIGN AND INSTALLATION GUIDE for additional information on methods to reduce the pipe exposure temperatures. CPVC pipe is not intended to be installed in outdoor applications. CPVC pipe is intended to be used in wet pipe systems only and have not been investigated for use in dry pipe systems. Special installation and design criteria relative to pipe hanger spacings, piping and sprinkler restraint, sprinkler temperature rating, piping locations, testing procedures and friction loss characteristics are specified in the manufacturer's installation instructions provided with the pipe. The manufacturer's installation instructions should be reviewed and the Authority Having Jurisdiction consulted before installation. Trusted above all TM NIKJW*iCR) CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org January 6, 2022 On Guard Fire Protection 6438 Arville Street Las Vegas, NV 89118 Re: Residential Fire Sprinkler Plan Review — CANTERA — TRACT 31249 FCMP2021-0046 / MASTER PLAN 4 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Contractor shall separately apply and pay fees for the various Production Home lots associated with this project as each will be handled under separate permit. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist