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FCMP2021-0043 Cantera Plan 1a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0043 MoFT�- Description: CANTERA / FIRE SPRINKLER MASTER / PLAN 1 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 12/17/2021 Address: 80325 AVENUE 58 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 OSCAR GARCIA 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 VanesaH@ONGUARDF P.COM OWNER BEAZER HOMES 310 COMMERCE STE 150 IRVINE Ca 92602 1 (702)966-8021 OSCARG@ONGUARDFP COM Printed: Monday, March 06, 2023 11:37:20 AM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0043 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 SEE ATTACHMENTS HETRICK BOND INFORMATION Printed: Monday, March 06, 2023 11:37:20 AM 2 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0043 MoFT�- Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/17/2021 Etrakit Contractor 1ST SUBMITTAL - FIRE PLAN 1 HYDRO1 SPRINKLER PLAN CALCS.pdf CANTERA@CORAL DOC 12/17/2021 Etrakit Contractor 1ST SUBMITTAL - MOUNTAIN PLAN 1 1 HYDRAULIC CALC 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 & ADDRESS EXHIBIT.pdf 1 ADDRESS MAP DOC 4/26/2022 Etrakit Contractor Revisions to Water D1- HYD CALCS PLAN 1 Meter Size 1.PDF DOC 4/26/2022 Etrakit Contractor Revised Calcs with % D1- CANTERA PLAN 1- 1 Water Meter PLAN SUBS.pdf PLEASE USE THIS FOR DOC 4/29/2022 Etrakit Contractor NEW PLAN CHECK, 131- HYD CALCS PLAN 1 1 (UPDATED CALC).PDF UPDATED PLANS. PLEASE USE THIS FOR D1- CANTERA PLAN 1- DOC 4/29/2022 Etrakit Contractor NEW PLAN CHECK, PLAN SUBS (UPDATED 1 UPDATED CALCS. PLANS).pdf FCMP2021-0043 - FCMP2021-0043 - DOC 1/6/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 1/6/2022 KOHL HETRICK FCMP2021-0043 - COA FCMP2021-0043 - COA 1 LETTER.pdf LETTER.pdf Master Plan 1 - REVISED Master Plan 1 - REVISED DOC 5/23/2022 KOHL HETRICK 1 PLANS APPROVED.pdf PLANS APPROVED.pdf Printed: Monday, March 06, 2023 11:37:20 AM 3 of 3 CENTRALSOLIARE SENJU SPRINKLER CO., LTD. Resrtlen6el Leatl Free Flat Concealed Sprinkle _ Mptlel RC RES K Facror d 9 SIN SSBd60 GENERAL DESCRIPTION DESIGN CRITEeRIA mM^w.ee.armaawas.. w.anw»i..aamm,.m mwiumvp fssMn, myAlrewmT. coppeR um.a.enam.araiorc�.uw.nmaw..wmmw.mena. GENERAL INFORMATION: OCCUPANCY fU Al— asusa CONSTRUCTION TYPE V-B NP. OF STORIES: 1 ON GUARD FIRE PROTECTION a�e s z GewM D I A II A_1 53oln. Q B PIP ARCGO Cv`N iSJ H LE STRNP RGg��P� 80' WITo T' ALL TIONTOPREVENTFREEZING. GUARDIAN R-30IP THICKNESS. .r00oscvswxzl — ARGC.H?�%KUGFF �GuRa6)1) ,i i DROP AND INSULATION DETAIL RANGER SPACING DETAIL (NTSZ —EMASTER—PIPE NESTfWN� 35q��Fssp - LaSa rHAx�OcpaIGREATERTxxs Oopn —NDMINAL Smme � INm INCH=� R5.0) so (1.0) -W (32.0) V R.o) LFSarw.N �OOpaGRFAIERTVN 100g1 - W (40.0) 0' C") Y (10.0) 0' (24)-'Yd1R0R rY (efi.o) 0' all -_,-�2Tas lrxi�G MT — rwOPolxry` HANGER SPACING DETAIL IxTSI . THIS SYSTEM, IINT) RAULIC CALCULATION, &ACCOMPANYING OCUMENTATION PRE DESIGNED TO COMPLY WITH THE 2018 NFA 13D YNIMUMDISTANCESFORORDINARYANDINTERMEDIATEHEADS ALL PIPEAND FITTINGS SHALL BE TYCO—EMASTERCPVC HEAT 80RCE ORDNARY TEM INTERMEDIATETEMP. PROVEDANDULLISTEDFORUSEINFIREPROTECTION SYSTEMS. PIPE DIMENSK)NSARE CENTERTOCENTER. - - . ALL PIPETD BEHUNGUSINGAPPROVEDMETHODSPERNEAI3D. NINBTOVE G .ALL PIPING SHALL BETESTED FOR LEAKAGEAT NORMAL SYSTEM SAIG, _ - PERATINO WATER PRESSURE. SEE NFA 13D PES ALLPIPEIN AT TICS FREEALL(BYOTICIENTLV COVEREDWITF NSUTATION TO PREVENT FREEZING(BY OTHERS). . SPRINKLER HEADS ARE ORDINARY TEMPERATURE AND THEREFORE piEUUHEo qO N�TCa'R1I UST BE SUFFICIENTLY SPACED FROM HEAT PRODUCING DEVICESAS T O UOLLCWS: HOT wAOTER ECATER OF FBE SURNACn E S PEN FIREPLACES: - FROM FRONTAND 30" FROM SIDES. _RE 10 z49 wArrZ _ _ - GEORWALLOVEN: 10"FROMFRONTANDSIDES. __ Iwen RMRakr EILING DIFFUSERS: 24" FROM OUTSIDE EDGES. All Fitlin Sven X' 1" 1Y.' 1X" Y 2XC8 L3028FDwellillgl GarageaMla Camod xre seDaratlon. ORN:ONTALDIFFUSERS24"FROMEDGEAND38"FROMFROI 9 POSED LIGHT FIXTURES: B" FROM EDGES., S Tee bantll 3 5 8 0 10 12 15 garage aMla cemoR shall to sepamletl as required by MMe (Jp2.8. Openings in gamge wala 50all ,HEADS SPACEDAT IB'%18'SHALL HAVE THE FOLLOWING Elbow 90 4 5 6 T 0 12 13 mplywiM section J02.5. This provisiondcesna aDDg'M garega walls ihatare perpen0ialario itsALLOWANCES, djacenl0welnng un0 wall.Aseparelion is not regare00eN.eenthe Nvellirg uM anU acartrarl, DroviOetl 4" MINIMUM FROM WALL _ Elbow 45 _1 1 2 2 2 3 4 Ile caRsoM1 is entirely open ol, l+.n ar more sides and Mere are na endoseG areas 0ove. SMAXIMUM OFFANYTWOWALLS. Coupling 1 _ 1 1 1 1 2 2 arage Inasllallon sDedflceibns aOaII on IS MAXIMUM BETWEEN HEADS. Tee Run 1 1 1 1 1 2 2 ings in garage¢requHn 7appN foriM lnslAllaibnaul llsMO Blazanaster CPVG Dipe and B' MINI MUM BETWEEN HEADS. MlMtiona. yepnnkkrprolection per NFPA13D aM NFPA I3R. Blazemastar Dipe anO Meng¢ EADSSPAGED AT20'X20'SHALLMVETHEFOLLOWING or,gg,M,M ins LOWANCES: 3PABpnnNem RxllTpe csullad in L. asexaepl w0ere onnu'nn apemrives lwe.a2Mmugn a.aa. I Mlllft Requirements: 4 MINIMUM FROM WALL iec0on: .—At., pPe aM Mlilgs shall ce irolalled cenceak0 EdaM protection wulMing a a 3.28p.--11 not 0e mguimH In baOmoma pr55 az 151 m21aM AInt umaxle Mver of 3M"Mick woaum or'h"Mick oNrvood 10'MAXIMUM OFFANVT4V0'NALLS 3.35pdnMem NRll not De mguir�in Gwnu Ggets, linen d-1. and gnldu Mx mue assets lm LL SOFFITS OVER 30"IN WIDTH ARE TO BE PROTECTED WITH low X—dmoru: ER COVERAGE UNDER SOFFIT. HI Tha area ameapagaga rm exmvd 2a W I2.1 mz). 0 ALKL 2) Tne wausam gllwga emaudegdwsM noncemOunlldewlsniku<omeusONe mamnea esaenred TABLE Ra02.s—"NG' GAAGEAxw oR cutvoRT SERARAnox i STREET WATER PLUMBING CONTRCTORAND IN THE ,INSEPMATON NeTIRIRL RAGE RISER BY THE PLUMBING CONTRACTORANOINAODITION MI ll a4•Swinxlem �ellnd�regAtldeNcnN geregea. open edaHred pgrUrea,®ryada wl0 no —-No[leu then%" po¢p o` — — — RVIDED WITH A STRAINER. enact rat ores- Fran MeresMencelo Me aM¢ gypsum 11. PENDENT SPRINKLERS SHALL BE LOCATED 3 B AWAY FROM CEILING a.55glnu nsnan of ee regulreu In elOuwsN orwitluasewage. grlMolae egwpmem looms. __ equivaMaappl—ftgaregestle. ArvS AND LIGHT FIXTURES. rlg ony ugp a FF—MehaMXaxeroomsabovegalagea No[less ilmn 5l8")'Mxgmml—w'r 12. PER NEPA 13D 20161N ALL CLOSETSgINCLUDING THOSE CLOSETS nab Paws aces wq oORrw R uivakM. creep.menl noon«Ililvao q«a�. elevawra qlo eq ouZING EASI MECHANICAL EQUIPMENTALTH.IHEST CEILING SP RTHarvE Not leu than X" sum bOeMa ry SI2EASIrvGLE SPINNLER AT THE HIGHEST CEIurvG SPACE IN THE pdnu0mda nouA k OUM rg el enuameYaeN used Mrsepere0rg repo red by tllD aecOon. egUvalets agYD LOSET&FALL BE SUFFICIENT WITHOUT REGUARD TO S w+ne'denore kol0e eNed a IpuMawrswanee M) G,1a9=alxateO kss than Steel homadwell ng Weu lvakM applkd to MelMenar side of Me e#e(ror 13. PER11 UNFA 13D 201E SAA1. SPARE SPRINKLERS SHALL NOT BE d on tnesame la $Moctule(S) W.',blg flood celrg asseml ea REQUIRED. Hydraulic Information Remote Area 1- 16' x 16' Spacing OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft2) 0.05 for 512.00ft2 (Actual 228.95ft2) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 K-FACTOR 4.9 TOTAL WATER REQUIRED 31.21 TOTAL PRESSURE REQUIRED 70.609 BASE of RISER (gpm) 26.21 BASE of RISER (psi) 26.626 SAFETY MARGIN (psi) +6.159 (8.0%) Hydraulic Information Remote Area 2- 20' x 20' Spacing OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft2) 0.05 for 400.00ft2 (Actual 135.25ft2) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 1 K-FACTOR 4.9 TOTAL WATER REQUIRED 26.00 TOTAL PRESSURE REQUIRED 66.336 BASE of RISER (gpm) 21.00 BASE of RISER (psi) 34.548 SAFETY MARGIN (psi) +10.433 (13.6%) Lv I CQ ,��` SCALE: 1/4" = V-0 .-.-.-.-.-.- MEMO we raw H^LL O A 2' BDRM 4 OPT. SCALE: 1/4" = V-0 2� V.I.C. SECTION VIEW Uu �E RM [",!QTH, _4 ----- ------ �_ J % /I 3/4 co Lo 34 1' LO i 62 SHOWER OPT. SCALE: 1/4" = T-0 VVI 5, BDRM 2 SCALE: 1/4" = V-0 T-3 .40 u KITCHEN OPT. SCALE: 1/4" = V-0 ON GLIA R11 FIRE PROTECTION 6438 ARVILLE STREET LAS VEGAS, NEVADA 89118 PHONE (702) 966-8021- FAX (702) 987-1174 http:itwww.ong uardfp.com NV Fire Marshal LIC: G-537 & JG-85 NV LIC: 61307 - CA LIC: 950378 w x Z W� Q= Z W Z H N(� O Q W K=OQQaJaa W aa'fNFQQ? ~ W K Z Q W K W g- V - K W w~(.7 W Qa,A W S2N�Z W =dZZ= V ZZC7 a' W Q �% NOOOZOiQ�NQ��U�Na pp J O O W =O O Q H K W N p 4 N Z W LL Q Z zoa�?=y=3oo�'10w �Q.�z� OOWa R_ N Z Q N Q O a2 W,~qa N�m W V QO�7JR. z¢ z z W Ozj W S W ZILfWnZ W W w W Q H W H Q' Z H JJ O H O Cj = W 2HZmZ W w�C�OR'Qxr x U h= O a o uoi w z w woa'oWCz��oOrz� �m0� - Z.-_N N d a Z O Z o W G Z Z J 00 w 0 W K w �-x (L0z��0Q CL,Wi, N lN O W N o J w I- O M N Q LL LL LL O (0 CNO N N LL a� C C C CLa)aC (L a a Y °) (3) °) C W W W 5 of of w o J U U U Ix N Y Z It Iq v C U) � U) i CL U)U)(f) � 0 0 0 0 0 U U U 3 e C 1 C 1 C Q Q Q U) U) M 3 3 3 M M M C U O b b X X X W N 0 1= U) I ON N iL CLASSIFICATION `0 LL C-16 70 LICENSE NO. 950378 of CAS \F��`� Oy qT Z T" M Z C-) :3 D 0 0 0 � U H QJ N OC cow N VZ a o = rW ~ Li �J ��Z ~� W a Q 1`�— o W uz 1ZCM w y a aoQ a W U � a00J TITLE: SPRINKLER PLANS PROJECT NO: 21-20-29 DRAWN: T.HARGROVE DATE: 1211512021 SCALE: 1/4" -= V-0 SHEET: 2 OF 2 Hydraulic Calculations for Project Name: CANTERA@CORAL MOUNTAIN Location: LAQUINTA, CA 92253, , Drawinq Name: PLAN 1 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 228.95ft2) 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: 31.21 @ 70.609 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: 702-966-8021 Name of designer: TONY HARGROVE Authority Having Jurisdiction: Notes: Automatic peaking results Left: 151.253 Right: N/A Calculation Date: 4/28/2022 Allowance at Source Hose (Safety Margin = 6.159) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 06.3.9.0 1- 16' x 16' Spa( 4/28/2022 8:18:15AM Page 1 i Hydraulic Summary Job Number: 21-20-29 Report Description: Residential ( 1- 16' x 16' Spacinq) Job Number Design Engineer 21-20-29 TONY HARGROVE Job Name: CANTERA@CORAL MOUNTAIN State CedifcationlLicense Number Address I LA QUINTA, CA 92253 AHJ Address 2 Job Sits/Building CANTERA@CORAL MOUNTAIN Address 3 Drewing Name PLAN 1 D1.cad System Remote Areas) Most Demanding Sprinkler Data Occupancy Job SuRx 4.9 K-Factor 13.00 at 7.039 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 512.00ft2 (Actual 228.95ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Nomles Calculated Coyerege Per Sprinkler Node Flow(opm) 2 0 256.00ft2 Hose At Node 500 5.00 Au.PeakResults :Pressure For Remote Area(s)Adjacent ToMost Remote Arse Left: 151.253 Total Hose Streams 5.00 System Flow Demand Total Water Required (Including Hose Allowance) 31.21 31.21 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 12.88 between nodes 2 and 3 Maximum Velocity Under Ground 8.24 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 22.97gal 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 31.21 70.609 6.159 Contractor Contractor Number 950378 Contact Name BOBBY TAVAKOLI Contad Title OWNER Name of Contractor. ON GUARD FIRE PROTECTION Phone 702-966-8021 Extension Add... 6438 ARVILLE STREET FAX 702-987-1174 Address 2 LAS VEGAS, NV 89118 E-mail BOBBY@ONGUARDFP.COM Web-Slte Address 3 k, @ M.E.P.CAD, Inc. l�jj AutoSPRINK 2020 06.3.9.0 4/28/2022 7:53:17AM Page 1 Job Name: CANTERA@CORAL MOUNTAIN Remote Area Number: 1- 16' x 16' Spacing 100 90 80 70 60 N a 3 50 a� a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/28/2022 Water Supply Summary Sheet Node: 1 vailable Supply Static Pressure 76.770 31.21 @ 76.768 I I 31.21 @ 70.609 1404.00 @ 74.790 System demand curve 1200 1500 1800 2100 Flow - gpm 2400 2700 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 v16.3.9.0 4/28/2022 8:18:17AM Paqe 2 4ilsummary Of Outflowing Devices Job Number: 21-20-29 wo -- Keport uescripaon: Kesiaennai t i- lb' x lb' spacing/ Actual Flow Minimum Flow K-Factor Pressure Device (apm) (apm) (K) (osi) EP Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 102 13.21 13.00 4.9 7.265 y Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.9.0 4/28/2022 8:18:18AM Page 4 Job Name: CANTERA@CORAL MOUNTAIN 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 31.21 70.609 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -9' Supply 70.609 31.21 101 9' Sprinkler 7.039 13.00 102 9' Sprinkler 7.265 13.21 500 1'-1 27.994 5.00 2 -3' 47.343 3 -3' 36.730 4 1'-7 Supply 26.626 150 9'-6 18.122 152 9'-6 15.294 154 9'-6 11.333 156 9'-6 7.902 158 9'-6 7.869 162 9'-6 11.598 164 9'-6 12.834 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.9.0 4/28/2022 8:18:20AM Paqe 5 Job Name: CANTERA@CORAL MOUNTAIN 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 (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) 101 9' 4.9 13.00 % (See Notes) 4'-5 150 7.039 • • • • • Route 1 Sprinkler, E(4'), T(T) 7' 0.094407 -0.217 156 9'-6 13.00 0.8740 11'-5 1.080 156 9'-6 1.75 '/, (See Notes) 23'-9 150 7.902 Flow (q) from Route 2 E(4'), Tr(1') 5' 0.119207 154 9'-6 14.75 0.8740 28'-9 3.430 154 9' 6 %(See Notes) 36'-8 150 11.333 Tr(1') 4Tr(1'), cplg(1'), 2E(4'), 2EE(1') 16' 0.075247 152 9'-6 11.50 0.8740 52'-8 3.962 152 9'-6 % (See Notes) 33'-7 150 15.294 4Tr(1') 4' 0.075247 150 9'-6 11.50 0.8740 37' 7 2.828 150 9'-6 14.71 1 (See Notes) 1 T-2 150 18.122 Flow (q) from Route 3 4E(5'), f(-0.000), 2Tr(1'), sCV(5 ), cplg(1'), BASE OF RISER 28' 0.112188 3.435 4 1'-7 26.21 1.1010 45 2 5.069 4 1'-7 1 (See Notes) 6" 150 26.626 C(6'-9) 6-9 0.158937 0.217 500 1'-1 26.21 1.0250 7 3 1.152 500 1'-1 5.00 1'/2 (See Notes) 79' 6 150 27.994 EE(2') 2' 0.085500 1.767 3 -3' 31.21 1.2440 81' 6 6.969 3 -3' 1 (See Notes) 1' 150 36.730 WMV(-10.210) 0.253714 2 -3' 31.21 0.9950 1 10.613 2 3' 1 (See Notes) 60' 150 47.343 AngV(-3.527), T(T), BaIV(-0.08 8), S 7' 0.253714 2.601 1 -9' 31.21 0.9950 67 20.664 0.00 70.609 Hose Allowance At Source Total(Pt) Route 1 1 31.21 102 9' 4.9 13.21 3/, (See Notes) 4'-5 150 7.265 ••••• Route 2••••• Sprinkler, E(4') 4' 0.097210 -0.217 158 9'-6 13.21 0.8740 8' 5 0.821 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.9.0 1- 16' x 16' Spacing 4/28/2022 8:18:22AM Page 6 Job Name: CANTERA@CORAL MOUNTAIN 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 (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) 158 9'-6 %(See 10'-6 150 7.869 T(T)Notes) Tr(1') 4' 0.002303 156 9'-6 1.75 0.8740 14'-6 0.033 7.902 Total(Pt) Route 2 162 9'-6 3.25 + 11.46 % (See Notes) 6-5 150 11.598 ..... Route 3 Flow (q) from Route 4 and 5 Tr(1'), T(T) 4' 0.118618 164 9'-6 14.71 0.8740 10'-5 1.236 164 9'-6 % (See Notes) 35-7 150 12.834 2Tr(1'), E(4'), T(T) 9' 0.118618 150 9'-6 14.71 0.8740 44'-7 5.288 18.122 Total(Pt) Route 3 154 9'-6 % (See Notes) 2T-8 150 11.333 ..... Route 4 T(T) 3Tr(1'), T(T) 9, 0.007252 162 9'-6 3.25 0.8740 368 0.266 11.598 Total(Pt) Route 4 158 9'-6 % (See Notes) 36-11 150 7.869 ..... Route 5 Tr(1') 2T(3'), 2EE(1'), 4Tr(1') 13' 0.074771 162 9'-6 11.46 0.8740 49'-11 3.729 11.598 Total(Pt) Route 5 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.9.0 1- 16' x 16' Spacing 4/28/2022 8:18:22AM Page 7 Job Name: CANTERA@CORAL MOUNTAIN 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 8:18:22AM Page 8 Hydraulic Calculations for Project Name: CANTERA@CORAL MOUNTAIN Location: LAQUINTA, CA 92253, , Drawinq Name: PLAN 1 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 BEDROOM 2 Residential 0.050gpm/ft2 400.00ft2 (Actual 135.25ft2) 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 @ 66.336 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: 702-966-8021 Name of designer: TONY HARGROVE Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 4/28/2022 Allowance at Source Hose (Safety Margin = 10.433) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 06.3.9.0 2- 20' x 20' Spa( 4/28/2022 8:22:10AM Page 1 i Hydraulic Summary Job Number: 21-20-29 Report Description: Residential ( 2- 20' x 20' Spacinq) Job Number Design Engineer 21-20-29 TONY HARGROVE Job Name: CANTERA@CORAL MOUNTAIN State CedifcationlLicense Number Address I LA QUINTA, CA 92253 AHJ Address 2 Job Sits/Building CANTERA@CORAL MOUNTAIN Address 3 Drewing Name PLAN 1 D1.cad System 111111Remote Areas) 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 135.25ftz) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Nomles Calculated Coyerege Per Sprinkler Node Flow(gpm) 1 0 400.00ft2 Hose At Node 500 5.00 AutoPeakResults :Pressure For Remote Area(s)Adjacent ToMost Remote Arse 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 160 and 201 Maximum Velocity Under Ground 6.86 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 22.97gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi)gc m (psi)g� m (psi)(psi) 1 Water Supply 76.770 74.790 1404.00 76.769 26.00 66.336 10.433 Contractor Contractor Number 950378 contact Name BOBBY TAVAKOLI Contad Title OWNER Name of Contractor. ON GUARD FIRE PROTECTION Phone 702-966-8021 Extension Add... 6438 ARVILLE STREET FAX 702-987-1174 Address 2 LAS VEGAS, NV 89118 E-mail BOBBY@ONGUARDFP.COM Web-Slts Address 3 k, @ M.E.P.CAD, Inc. l�jj AutoSPRINK 2020 06.3.9.0 4/28/2022 7:53:33AM Page 1 Job Name: CANTERA@CORAL MOUNTAIN 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 @ 66.336 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 8:22:12AM Paqe 2 iAlsummary Of Outflowing Devices Job Number: 21-20-29 y Keport uescripaon: Kesiaennai t z- zu- x zu- spacing/ Actual Flow Minimum Flow K-Factor Pressure Device (apm) (apm) (K) (osi) q Sprinkler 201 21.00 21.00 4.9 18.367 Hose 500 5.00 5.00 0 35.529 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.9.0 4/28/2022 8:22:13AM Page 4 Job Name: CANTERA@CORAL MOUNTAIN 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 66.336 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -9' Supply 66.336 26.00 201 9' Sprinkler 18.367 21.00 500 1'-1 35.529 5.00 2 -3' 49.308 3 -3' 42.267 4 1'-7 Supply 34.548 150 9'-6 27.748 152 9'-6 25.888 154 9'-6 23.332 160 9'-6 20.753 162 9'-6 23.307 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.9.0 4/28/2022 8:22:15AM Paqe 5 Job Name: CANTERA@CORAL MOUNTAIN 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) 4'-4 150 18.367 ••••• Route 1••••• Sprinkler, E(4'), T(T) 7' 0.229253 -0.217 160 9'-6 21.00 0.8740 11'-4 2.603 160 9'-6 % (See Notes) 23'-2 150 20.753 T(3'), 2Tr(1') 5' 0.090733 162 9'-6 12.72 0.8740 28'-2 2.554 162 9'-6 %(See Notes) 6'-5 150 23.307 Tr(1') Tr(1'), T(T) 5, 0.079299 164 9'-6 11.83 0.8740 11'-5 0.906 164 9'-6 % (See Notes) 35'-7 150 24.213 2Tr(1'), E(4'), T(T) 9' 0.079299 150 9'-6 11.83 0.8740 44'-7 3.535 150 9'-6 9.17 1 (See Notes) 1 T-2 150 27.748 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 45 2 3.364 4 1'-7 1 (See Notes) 6" 150 34.548 C(6'-9) 6-9 0.105499 0.217 500 1'-1 21.00 1.0250 7 3 0.764 500 1'-1 5.00 1'/2 (See Notes) 79' 6 150 35.529 EE(2') 2' 0.060995 1.767 3 -3' 26.00 1.2440 81' 6 4.972 3 -3' 1 (See Notes) 1' 150 42.267 WMV(-10.210) 0.180997 2 -3' 26.00 0.9950 1 7.041 2 3' 1 (See Notes) 60' 150 49.308 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 66.336 Hose Allowance At Source Total(Pt) Route 1 1 26.00 154 9'-6 8.28 + 0.89 % (See Notes) 36-8 150 23.332 ..... Route 2 Flow (q) from Route 3 and 4 4Tr(1'), cplg(1'), 2E(4'), 2EE(1') 15' 0.049493 152 9'-6 9.17 0.8740 51'-8 2.556 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.9.0 2- 20' x 20' Spacing 4/28/2022 8:22:17AM Page 6 Job Name: CANTERA@CORAL MOUNTAIN 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) 152 9'-6 13.41 '/, (See 33'-7 150 25.888 Flow (q) from Route 1 4' Notes) 150 9'-6 9.17 0.8740 0.049493 4Tr(1') 37' 7 1.860 27.748 Total(Pt) Route 2 160 9'-6 12.72 % (See 48' 150 20.753 ..... Route 3 Flow (q) from Route 1 15' Notes) 154 9'-6 8.28 0.8740 0.040943 2EE(1'), 2T(3'), 3Tr(1'), E(4') 63' 2.578 23.332 Total(Pt) Route 3 162 9'-6 3/, (See 2T-8 150 23.307 ..... Route 4 T(T)Notes) 9, 154 9'-6 0.89 0.8740 0.000666 3Tr(1'), T(T) 368 0.024 23.332 Total(Pt) Route 4 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.9.0 2- 20' x 20' Spacing 4/28/2022 8:22:17AM Page 7 Job Name: CANTERA@CORAL MOUNTAIN 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 8:22:17AM Page 8 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 FCMP2021-0043 / MASTER PLAN 1 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