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FCMP2018-0002 Griffin Ranch Plan 1 Rev 1a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2018-0002 MoFT�• . Description: GRIFFIN RANCH / MASTER PLAN TYPE 1 / FIRE SPRINKLER / REV 1 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 11/6/2018 Address: 81181 MERV GRIFFIN WY Approved: 11/21/2018 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: ADDITIONAL SI Pr DAYS REVIEWS III ACTIONS INSPECTIONS CONDITIONS •• • • CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE ARMANDO MAGALLON 12/11/2018 12/11/2018 FEES WILL BE UPDATED TO REFLECT 45 MINUTES SPENT ON EACH OF THE PERMITS FOR A GRIFFIN RANCH REVISIONS INCLUDING FCMP2018-0002-FCMP2018-0010. PERMIT CHANGED TO APPROVED STATUS PER EGO'S REVIEW DATED 11-21-2018 NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST SUITE 200 CORONA CA 92879 CONTRACTADMIN@FIR EINC.NET BILL TO FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST SUITE 200 CORONA CA 92879 CONTRACTADMIN@FIR EINC.NET Printed: Thursday, January 26, 2023 8:43:43 AM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2018-0002 MoFT�• r NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 CONTRACTADMIN@FIR SUITE 200 EINC.NET OWNER IOTA GRIFFIN 4675 MACARTHUR CT NEWPORT CA 0 NO 1550 BEACH CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 0.75 $117.00 $117.00 12/12/18 R42302 233200 CHECK FIRE SPRINKLER AMA SYSTEMS Total Paid for FIRE FEES: $117.00 $117.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 12/12/18 R42302 233200 CHECK FIRE SPRINKLER AMA SYSTEMS MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 12/12/18 R42302 233200 CHECK FIRE SPRINKLER AMA ENHANCEMENT FEE SYSTEMS Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 • INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE (2WK) AR DG GEDGALEZ 11/6/2018 11/20/2018 11/21/2018 APPROVED GRIFFIN RANCH PLAN TYPE 1 REVISION CONDITIONS TO REMAIN. Printed: Thursday, January 26, 2023 8:43:43 AM 2 of 3 CENTRALSOLIARE ° Project Details PROJECT NUMBER yow City of La Qu i nta FCM P2018-0002 1ST PERMIT PERMIT TECH 1 11/6/2018 1 11/7/2018 11/6/2018 COMPLETE TECHNICIAN (1DAY) I BUCKET :• ) INFORMATION Am Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/4/2021 JOSE DELGADO Fire Review Fire Review 0 Application.pdf Application.pdf CVWD Flow Anaysis and CVWD Flow Anaysis and DOC 11/4/2021 JOSE DELGADO Hydraulics Calcucation Hydraulics Calcucation 0 Report.pdf Report.pdf DOC 4/28/2020 KAYLI ALFORD 31586-DE Master Plan 31586-DE Master Plan 0 2967 (AsBuilt).pdf 2967 (AsBuilt).pdf Printed: Thursday, January 26, 2023 8:43:43 AM 3 of 3 CENTRALSQUARE Bvilei In 006 Rev. I Model RF 30 (SIN RA0611)CD RFC4 (SIN RA0612) biModel Nlode4 RFC49 (SIN RA0616) 8 Residential Flat Concealed x Sprinklers A Residential Flat Concealed prinklerenglneeredior a minimum design density of 0.05 gpffff with low GPM requiremerfs. 1. Very low water Flaw requirelrlerils. �r 2. Caver pale attachment (%iri a Perforated) Ath W (Brim) Total adjus"ent. Y . Thread-Or/Thread-Off or Plash-OnfChread N. 4N�yy1 Off carer attachment option, n 4, Smooth aesthetic ceiling profile. 5. Available in brass, chror anti black plated or painted finishes. Plain Cofer Plate Listings & Approved 1 _ Listed by OrTderwriters Laboratories, ar-id certified by UL for Canada (W!-us) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKK Prcduci Description Mo(lei PFC,30, RF043 and RFC49 Cor}Ceraled Rest den- f u-M TiEd Sprir*1er8 are fast response reesloentW f uaible solder Iim ajomafic sprlrlkWA Residential sprinMefs 691aT frorn standard sprinklers pdrnw ly in their response iirr* and water dlsirit:uticrl pattems. Flar[Qr&W Gcver date Modal FF030, RFC43arvj RFC49 sprit*lairs discharge water In a i'terni hwica) pattern below the spr;nicker de- and posiflvely attached and blends into the oeiiing, con- ilector. Residential dlslrlka0on patterns are higher and cealirtg''Iie most d9pendan I e lire protac:tton avaIknble, an generally conla! ri a; ine r droplet size trJan stalnaard sprin- automatic spnnMer syslem. Ider patterns- Trra RFC30, RFC43 and RFC49 are UL Listed Reelden- The cornblrlstian of speed of opereilon ono high dls�- lial Sprinklers to be installed in the reeiderxial porfions crlsrge par{ern reglJiiecl for residential $p:inftlers has of any occupancy in accordance with NFPA 13. 13lR, & dernonsiraled, in fire iomingi, an ability for xMrcllirlg 13a, res!dievntiEd fires, and thereby providing signIinam ovacu- T he FFC30, RFC43 and 71FC49 can redtice the nee(t xinP t1 me for occupants. for precise culttng or drop rilpples. The threarded corer The 9F030, FII-G and FIFG19 Sprinklers prcMde the plate $s$arnbly can be adjusted without ioois to lit ac- "lorM attire protection by eomi)inin,Z all attractive ap- ci rarely+ against the caiifrig_ Tne lire pimlection W tern peararlce and &" (13mm) 0 cover adfustrnaril for ease nesU not be shut €awn to adjust or remove tree waver or Installation. The small diameter cover plate is oasiiy plate assembly, The Reliable Automatic Sprinkler Co., Inc., 103 Fairvievv Park Drive, Elmsford, i ew York 10523 ade01 Thread Nominal sprinkler CCP Asserribly Max_ t K Max, (SIN) Size Orifice Tiamp Ra#ir1g Temp, Rating Temp. p. � Factor Presa�lra inclt(rnm1 Inch (in ln) pel(baf) °F °C °F RFC ail (RA0611) 5? 1_1C' ,.ts :3.0543.2j 1?5021 HUG 43 (RAOC12}16 IS f 135 57 K0 =�, r}. i I Y! 175 (121 RFC 49 (RA061� :_ :1 �I _ i... •t1".I y M r'-t li .7J % 1-al LA d-.l r:?1�.F.l 5 i:r"_, i J RFC 30 0rdirtery Temp. Rati rig Max. coe�artlge ! Max. Spacing (165'Ff74°C) Top of Defle[tnr 111s#afiaticin Mtnirrlum! are' Ft x Ft im x rnl i F4 (m) to Gelling If7cYi (Inm) Tye spacing Ft Flow Pressure 1 GPM (L/min) C- 1.34,1 i PSI (tsar) g-0 F0'625 S'E e't' Da•IR`•}j;� .2 10 1, ,i :G 254) 12 PA Coit-g& fxx NFP{, °5i], '3R c:' f, W17, 4Rd 612,41 '4 x =4 (A,� x 4,1i 14 FE,;sj 1C (3T,Fi} 11 r,l,?fit i i Inst=:leG n kear,s '' ' ;1 ro 2b.4J FBI 'u51Ir } 'yrx? CC r%3t '.P NFF A 13, '. 3R J: 13D RFC 43 ordinary Temp. Rating Max_ Coverage Max_ Spacing (1 65'F ��°Gi Top of D�ect�l i Minimum Installa�Iran area F# x Ft (rn x m} Ft (m) to Gelling Cn£h { mm) spadrig Type Ft (1 Flaw F Pressure r llt(LJmin) PSI (be* 12x 12.(3,6 x 3.6; 13 03) '2 I'i,Fl 7 q tC,541 SDI, C&:bngs,�-to I f'$ 1C 25.4) 14x 1A 4,3xA_8• l4(4,2) 13(49) 9.1 (C_631 15 x 15',4,2 x 4-9', 1B (4,9 12 (40) 0:1 (C.E 33 Bari ,3d C6;1! tcs per NIMA '13C, 13P cr 13 In si ;El+; tl In be a.'nS'Y2'o 1 (10 v-, V 6 4+ 1dx18(5,5x.o-,5; ;8�,5:5) 1$(E&1 175(1,21) 2'_7)f21);9,1x3.1i '2Ct{8,1) 2i(79j 2,`.60.Caaa ��a (vllrIt;[; NFPA 1S, 13P yr 131) RFC 49 Max, Ccverap- Ordinary Temp. Rming To p of Detlec#or Minimum WOO Max. spar"Ing _ _-.t1�5.F17.4 Cq .cm to Ce4Ing it�stali Itlor> Spacing Ft x R (m x M) Ft (ill] FtPres'ure Inct1(MM) Type Et (rn) GPM Urnin PSI bar 12x 1213,six3,U i2� 3'61 13i4g� ?1_'.1_,-ty; 14x 14;4.3x4,,:j 14(4,5) 13i4 71_,._.-ir; S111DOlrl Cd IPg3 f2 t0 1 f1310 25.4s 16y 15j4,{ x d,i1; ' (d,9} 13 — R,~rlmd C94rngr, per NFI}A 13G, 13R ru 13 r.,,L o!L-d rJ b3ain6 it It+ 1( t:i I!s 2E4; Cnrzlelr-.fl 9 (2.4 lax 16;5,5x 6,5; 1ti (5,5) 1T (fi4,:i; 12 4ifJ.�` 21 x 26 ;f3,1 x ii, 12 }Q (15,1) al (ib.l:i1 1F; I : t•'4: Ftr CAliAn type-$1-4W- to WPA 11. 13R Cs 180 E-owmir 135;mL CC MoM F1 R liable Residentd Spinli for N Density of A gixff z (placed F1 Rr88 Wri11em wVi;rwwWfor the k>«wMfIowa 10 maul the minimum dalsign demaity of A gpffff Tye' ---------- - --- - ---- F1 %3 M Fa fdent r 2 F1 Fias80FlaysisedPencerTF2 a F1 Has S0 Rece!Ased PbmeiiTFP R F1 #lea 40 Pw)1 Grf ;5- F1 Fvs 49 R9Dmaed Pend 1 5. F1 FOB 49 Recessed Penowr-P 7, F1 flea 56 N-xjsrt F1 F*S 30. 40, 50 5 75 F1 FM33, 4E, 58 & 75 8, F1 Rags 58 F10�;.9gadPencPlrf:1 Reaes.ed PendefT.IF1 Foewgffic'endi ?=P =- ReaM H5M 9. F1 Res 58 FIIp'•)91isr- d PancerrFP -0. F1 Res 76 Pa-'owi '1. F1 IF i aa 76 RaDessAs-d Nrlcwf-1-- -2. F1 Rae 76 Flamm %riciurrFP -3. F1 Res 30 GOP PendBn F1 HC 3 Flee 49 P Pantda S. F1 Flea 58 C: P F Uer'r -8. F1 Res 76 COP Pendent F1 Res 44 H-%%J F' Flea 3ti, 49,58 & 54 F 1 :km 44 5W O • 8, F1 iiEa 44 r 4 FI55+ F2 P Fer:dsnt Flefses&3d HE WF2 '9, F1 Res 58 HISIN 215, F1 lies 58 HS5'LX Wnmrgd SkdE5 W spr6*11i� tFlp..,A 6 3 7) an eglvely O8'=- 21, MOW HbW r►owensraavecellhgplpiNcarmbeteed. 22. F1Hea58HISVHe,r ledHSWF2 The2wgkii-bLibpenderrspilr>ks'emnlIdle eiLI mltge 23. F1 Fes 44 SWC of raaverna ;<199rer silppics r r xprli0g x' tge r caldertia Uidi iga $ App mulklr f re pro-ecla 1 i. The lore11v v�1 Rhoseprirk6'sarespejd� KQivwadfa-fss ". Liu ov Urbe['+trriiera Lai ywjaa na any t-errral rwperw 10 nice iris rw* -re pra71$ ion =Ica- tJL CErN Iowan CAnarz ,MILL-s" t7rr i ark of .W ;jW F�sdarNall maW era•ldada- lJL 1E2 Saricao, Up -on Ire rrsrlghuedmugmawRlnket, Wnklereta'.10Densi'ty-Referto Ijlledn 176 rex-- ervmew lrlem.ulw bib oriricoacuo,Tcie singre UL U oil ng Cmvgw r' +may lbr aky flour ab if11a ,-dIeW. n-ye ny dtstti-g 1 e Ham: art l Auloma: 5Prirk:c-r d hargevw�ierliccYrs alarm. IL Guide Number Tacltrri�l Dater: Vl t?d Trerml Se-w Solceral Rnmellr (Link 1 ❑' 14am na 3•n n glltsw-,ulb PeterltlB • Spri aw Rarm . Brasac., {Irg US PEIe~rl Nld. 5,S1> ,ffi3 8pplla13 To the ry del IF I Fees 49 # spllrmm' P sure Rai rig 175 pet &5d=encent splinklot y Facto gd1roBiaT a* TaS*d to 500 pal USPa1otltNc.7.3 ,6828IPPiSSrpr&-d-lF1=1944&36 # TrMj*L20, 15"'OK,W,) HSWSprinkeis US PSto;Y Na7,784,555 8pG 1i9S 19 lib l F C A6S 44 $WG • K acre' ti4432}{JamJai-FtF3es3UPender_ Irker SpT11ll[I2is 4.9[MA Acli- FilFlw4al � � ,M& a,a t�51 lj4r�at � -Ellice ai} F'endl�l_ � r•�N �tilydJet PKi ict Dowd pdan 7.6(1�¢jJ+Jc� FiRes�Ft3nda� �Itinf)aJr Nbdel F1 9es Pardo, cprtltetE TQa 1, 2, 3,11a 4) are lff� 4A(33](r ud)-F1 F,95 4 "SA*w rmpam,sprlrkliowilziril'gexcelentckiilor.hl�rmr•51hw • Eierniy Rhilmirriao6gpriihit it s , .l a' d law prAls ce=a-m cJet�ig, TT* F r No The Reliable AEficeMic Sprlftkler Co„ Inc., 103 Fi311 ew Park drive. E mlordr New York 10523 Technical, Dai3a: FIROSK Pendant ar'ld Riaceased Pen&ni (SIR; R3511I 7hmad i{4rtrnw Orftiaa MW6 pr�rarq Inkly'rem nafhl Mvx. Ambiont T Aghs'at K 1-9r+firsP�lar Liiigih rf I - FF !k "C _ Sag lnahlrnlral 1 a bail i''7dor_ Indi{rttrr>D rr M �• p.21 176 (1 2} T 7Q 10 38 �u (4:� . l ,.25 (fa7) !41�[, ClydinwyTemp. dinting I frdarrrradlato Tomp. iWting: - T1�lihitl'1UI'J'f Max. CJSvai' 6aral FI xFt im x raj � Die !:' pa B Ft { Cat 5TAE°0 — Plow {i75TfJ Stom •- T0po1 OW&aoriaDOWng rMml psells f rraT - — u�PdA It -k P$I t a3- t vrtl ----- ---- -;- - �A.LJj I D A I '.i (+ —j 13 ;lxi, j 7'I:J043) I ,q-vY-hht'ssinCc IUtn1CA 7 h 1rf.�1 ugn_qF2PSJ:1Jl{j+ n -- -- — - - i r3-%w.?d Or Iii�� per 47% 130, MR ; G {2,d+, 14 x 14 (4•� >v d.3j , u rq 31 10 CC 7ja) 11 { : t3;r i 13 (37; 1 11 rQ7% •3 !3 i!i aacl� J i- ?k 3+he !:A G? 14 C n: e d1,dlirar F^r�r,tcilk36n r For L'-d Ins Types +eta r to 1dEH4 13_.13f`! a r `rtil Technical [)at a: F1 Rem 49 Pendent and Rewssed Pendent (81 11 R361E) irltf d fVpurairtallOrifiee Max' sprirlklser nn37C ActLMI Sprinkler size Irleh (MMI presaure Tomes Rading Ain4Le jl Temp.. K L migit h °f+ °F _H Factor IntCl (turn).. -? 7u :rjr; ;' �i f7-, 6. 2 C� (5 7; Ordlrlar'y Temp Filing In1emvdM Tent;:r, Baiting Tap of b elrector Minimum hflax,Covaragear�a Mallc.Spacing -�155°F1E8'GJ--- 175°Ffi9'L� _ to CeiilnH S1 '� Prr�sure Flow Prer�`suly F1 x Pt (m x m) Fi (m) PIE Inch(MM) Ft010 — Cd3M�Litnin ?Slihta Gi'fu1fLllrtlrl., PSI. ( - '„S ,•G � II i; .nAl 1.1(?si �i X !?,-:s 'n. ;r:, 7r ti0,..3y SW r'ifl(.>I o go 1'•4 R1:14(aI f1U 1fi�i1�';]P.]firigfli5',i•r3,'!a1 t.�x1{'_3r..: I ;h.i; ;s(d1 7,,(Ci,ni 13(4c,) :0;r,.SI 11�'2i4tali:)usrlp`1 PAa'rwd C rilrFpa pw! NFPA 1��, 1�P �• T3 �rttl�lhad rl oFxarrl_ ': :_Otfio 16 x 16 {4,>3 x 4,'?} ;F (4.01 13 (40) -- •^-- 17(E4,3) -I r('I.44) 1�? 1o'i3J 1.i (rA41 --- - 'rk64,31 70 rO.Pf11 - i 1ax1A _r.I_i51 'ai -Si lr�L,(, ; 4L4',IJ� 20x A rrs,1 x r:1.1V 2G (5'11 2IJ lf5,n ia.r (-11Lj a1,'i ij 1f� r t1 1C1 �4 1 +-' 44.4I UEr,r)F r�yt�,trY•�� F',r Cfriwg lypss rdsr Io Nf�-A 12, s; 19 Cr 13D HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Autornak Sprinkler System, Date Installed 8115117 Location IvALC AREA Number of Spdnklers 2 Basis of Design 1. DENSITY .05 gPM/5gA 2. DESIGNED AIREAOF DISCHARGE 512 sq.ft. System Demand 1, WATER FLOW DATE 31,7 qprn 2. RESIDUAL PRESSURE AT THE IIASF OF THE RISER 34.9 psi Installed By Fire Sprinkler Systems, Inc, HYDRAULIC NAMEPLA TE N. T S, ( PRESSURE REGULATOR (' TO BE SET AT 60 PSI TO DOMESTIC WATER - CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE C 2' ELEV. SENJU SPRINKLER _ .,LTD. ,Residential Lead Free Flat Concealed ;5pr7rrtrfer = : :.__:. lJodel: RC -#DES. K-Factor: 3.7, SIN: SS3261 x - Z—! ERAL DESCRIPnO,a Tne model i; C-RES Ressderllkel FW ConceaFad Sprinklers are aulomelic sprinklers of tha compressed fusible soldarlypa, Theca are decoratswe and fast rsspolrse. The Cover P1arle Assembly hldas.Ihs Defector, Heal ResponsMe Elemvni rtc., which is In turn cencowed above tine re llnq: The "ver Plato has a 1114I praflo: and its dlameler is sArlymely small (2-610 Inch- 66mm). The pusn•urr and•bs thread -on. 1111-ireact-o1T design yr the cnncealed Lover plate a55arnbly allnwc; "sy installalion of lf5r cover pdelr_ Therefore the Model 13C-RPS should be your nest cholce Mien assthellcs is Ma rnrtlor considerailanlor uibmaale appeal and unbeatable performance is desired, The Model RC- RES is deaignad fof I" residaMW occupancies and it is pWeet far use In homes, halals and otheriwg quiatrtws. the fthdel RC-RES is 10 be used In wet pipe resNo ttied spmklcr sydrams for Orte- and AVek Farl by U"Iings and rianufiKlured Homes per NFPA 130: wet pipe resider0lal sprinkler sysl6msrt for Rssidentlal bccupsncies up la could Including Four Slimes in Height par NFPA 13R: or coal Ptpe sprinkler SYM6 S far the r189lder81a1 portions a any accupancies per NFPA 13- Thes ldodel RCrRES has a 3.7 (63.3 LFMAw"'a Kfactoi that meets Iht rer{ulred nssJddinlml flow roles Wth minrmal residual presstim, which almrws for smatter pipe s¢es and waier supply requtem+;nts. For ax#sndad instalarlan uxmully, the Modal RC-RFS provides In Inch (12.Rivkmj varllcal arjuslmenl. This adjusimerd In Instmiation. decroasss 1ne rwadfor praelse ciming of the p6e that craps to she sprink6ar end all Ws Pof a parted 191 vriM a range er Pita lengths. The heal sonstlivlty and watw dlsImbuilon design of Mo-ftl RC-RES allows for an Inc rVP4vd chance of rasrdeOft, estate ar 6vac lJ auan In Casa er MF8- HowEVer, r'931denlldl flrJ! spfirimer sysfems.1rs not a SLM Sluuta far tiro Savy erware"ss Or nr0 safely consiru€iron roqulred by bullding codes - Lead Ftee' IS tleBrted m the riedw-bon of Lined Fri drinking vialer Act (5.3a74) arid arsed by AWWAI Water IJUIty COLn61'. 80d GatifornL3 Assemblf BIX rr1953 a5 having Jis55 than or equal in a vrsighq¢tr average or0.25% load in werled surface Pr plp►s, plumbing fillings and 5 tJres. I WARPv7Xc-s rile Model RCRl=$ omp-5i W InS>!YlW And mofnIAlrmd in Ace0fdowe µcal Me rayeS Strad 17Brein as weft as ur canpfiaJlae LMi Mid app'Acarlie StarlHnrdS Q! nine Nmidnal F(J'e Fromoiiwi ,ttssonja rm ragufad#J!s aria Ma standards of any orltlrrA,rthonWas lrAuOng jurfsdmrru!!, W the event of mis oonditlin cotmir rile au#wrfoos llxvwgja rwrovwi Tor gwelamo an4appravak FaliJare to do so may hnparr fhr infeyrisy of the5d devices_ rt is rife lespuJrsfbiijry of vJH haslaifing cxrurracrorw provide a copy of Utisdaawo N io Me owner orlas nvprausOFJrafA% and m Lehr, !1 is lim cNigatfoa of Hie owner to provide ! Golly+ 8f Ibis d0Ct1I714Fl9 fo # AuCCdedMo OMML Ibe OW)WY ($ respoFJ Jbfa for fnairl¢alMP4 dook flftx pror*a(1cft syston aad dsvkes fro proper operaring aawndltiorj- ThB rnstaRilrcy contractor of sprinkferrnarwfacfurer SABlrfd Le bontaobnd With any related queshons- TEChrN)CAL DATA Approvals' A JL,. Listed- NSF-61.0 Spdnl[ter IdenCNation NumRer(StN): 558241 Maximum Working Pressure: 17W v 21 lbw) oiscmrge Coarrlclenl (Now lnal K-Faclw): K::3.7 OPLUpstS'r(55.3 tltfibtrar"ij .� Terpa:ralure Railing: 19 21 1 T2T) Sprinkrir with 14011 IGO Cl C avu Pl ante 175F I79'CI Sprinkltfr with 146'F fWCI COuar ►fat@ 1757 i79"G) Sprinldar with 1627 (1n Carer Ptiate Color Cade fSprinldeiy 1621 t7=I; uncal&4 175T (79*CI� WhRe ti COW rode (Cover P14a) 14aT 160 Cl! ids Mark 162f (7MIrwiwte-CaiarrdMark ! Vortical F.d}usimaant W. Inch 11�.R mml Cover Plate F inns hes' $tend MCI Hnishl!S- Whlte, Ivor-S Bulge, Srown, El mrL Nieklel, Vfaod Grain Custom Ftnishes- Custom color and eu#ternp0hR m CAYM plumes rile availablo ail special ordw- i~OnLaCt a Senju Sprinkler represHN11111 ewith anytustorn OFdlers. Please sere cni3n an Page a for mere del all. Physical Cha actanstls: Ref. Figure 1 OPERATION CONTROL BALL VALVE ea,�.�!o.Rpyy Wl. In case or Fire, the stider tbmporreht than! llWIM logo that the Com Mate and the Retainer Inalis. Then. Iho CcNar Plata is Mdeasad at one E. At; A result. the defleciol drops dawn lv the hien dad posit Wn Two nest Cdteelors are exposed to tire, whoa sgTcient heat f gn the Fire is recorded. Intarnm campononts Ofths sprlr>eear to tall eparl. thus leads t0 aurnwthe water now to be d I5lrihuie d on th a elfecled by fire area aliaf, Figure Ti TABLEA. NFPA 13D & 73R WET PIPE HYDRAULiCDESIGN CRITERIA forModef SE6267 M awn m�lrrl I 0�ainary IntelFrtedlaa Ma awn IemperaWre Ratng Temperature RatkQ Minimum pvera a [Ina yfi7`r (72°cj 975"F 179'10} Deilacler Iristatlatbn SpaCinT7 Fi.R FL. Fow " pressure ' Flow Pressure � Gaoling TV Pa Ft (M-M) inn GPM P41 GRIM PSf {m) LIPM bar LFU bar I sm Satn Celilnga + 3!9 M 7r8 12Al2 �2 10 T.3 11 8.8 Inches. 7) (37.8j (0.50) (41 6) (060) Beamed GelFngs per NFPA 13dr 13 Carlremind f2 d} ,1 taste teed In heam �tu 14-1d 1 14 7.3 11 8.8 7 i8 a.3x4.3) 3) (37.8} {0.51)) (416) 10.66} Inches be low bottom ut beam. (a) For cavar4g'o Belrea dinrensiorrs leas than the abpve menHerred.:t hMlJS try uet the mrninLien ttequlred Ram' for the Newt Higher:CpveFage Area I.G ed (h) RegriIre me jt Is based ors minJmum flaw III GPDAJLPM frem ea 6i nprthkler. Tha Assoc le tad r69adu31 pressured are cerculatod Ding the nomlr13l r[Facmr. Rerarta Rydrawle Design CrAerla Section iaraetails (t) Fat •xlth ceiling types MOM flat hauzontak or beamed. or sloped, in accordance with the 2011 Edlwn or NFPA 139, I3A er 133S aMlIC2101B FINISH GRADE Y ELEV. 1W COPPER L Y-" MASTER METER 13LMJ 9.5 PSI LOSS 11/1" PVC 1" COPPER K 1 70' MAX 30' MAX -2' ELEV. 92 101 100 -2 ELEV. -2 ELEV. ALT. UNDERGROUND DETAIL N-T.S. (FOR REFERENCE ONLY) 13DICRC 313.3 GENERAL NOTES 1- AUTOMATIC FIRE SPRINKLER SYSTEM HAS SEEN DESIGNED TO BE INSTALLED IN ACCORDANCE WITH idFPA 13D 2016 EDITION AND THE REQUIREMENTS OF THE CiTY OF LA QUINTA i=IRE DEPARTMENT- 2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE (ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION. 3- THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS- MEMBERS DRILLING, OR ACCORDANCE �+PIIIITIH CALIFORNIA BUILDING CODE. 5_ TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER U.L. LISTED, 6. ALL HALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING ITS FUNCTION_ 7. PIPE SHALL BE HUNG FROM+! STRUCTURAL MEMBER PER THE UNiFORM PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG. ARE U.L. LISTED AND ARE INSTALLED ACCORDING TO THE HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL), THENCICTSREUENTTHSENADWITH NFPA 13D. 2016 EDITION. 9_ IF REQUIRED BY A.H-J. THE ALARM INDICATING DEVICE SHALL BE LISTFD FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS ADDRESSED ON. 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS. 11- RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT MAXIMUM SPACING (SIFE TECH_ DATA). 12, PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U-L. LISTED AND MANUFACTURED BYRELIABLE; INSTALLED AT 16 FT_ MAX. SPACING (SEE TECH. DATA), 13_ PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTiONS E.G. LIGHT FIXTURES- CEILING FANSr ETC- OR IN ACCORDANCE 1+ViTH TABLE 8-2-5-3-2 AND SECTION 8.2.3.1. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 8.2.5.3. 14, SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVE RAGE IN ACCORDANCE WITH 8.2.5.5. 15- SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN ACCORDANCE WITH 5.1.1.2. 16- NFPAI3D 8-3.5.1.1 INHERE THE FUEL -FIRED EQUIPMENT IS ABOVE ALL OF THE OCCUPIES] AREAS OF THE DWELLING UNIT, NO SPRINKLER PROTECTION SHALL BE REQUIRED IN THE CONCEALED SPACE. 'FOR REFERENCE ONLY PRESSURE REGULATOR TO BE SET AT 60 PSI TO DOMESTIC WATER CON1TRO VALVE FOR DOMESTIC 5 GPM ALLOWANCE 1 C4 = 2 ELEV. CONTROL BALL VALVE FINISH GRADE a' ELEV. 1',•!" COPPER L 1" METER 4 PSI LOSS 111." PVC 1" COPPER K 1erETEA 103 70I MA7(o' MAX -2' ELEV. 1 b2 101 -2 ELEV. UNDERGROUND DETAIL N_T S, (FOR REFERENCE ONLY) 1QQ -2 ELEV, AVENUE 51 Of - AVENUE 52 7 CA °C AVENUE 53 99 AVENUE 54 @9 UJI SITE ftr r. srJ w w J�,L I0-e z AVENUE IICINIT MAP AIRPORT BLVD � R NIS VICINI TY MAP N.T.S. GRIFFIN RANCH MASTER PLANS TRACT 32879 " PLAN 2976 LA QUINTA, CA. AHJ: CITY OF LA OUINTA LEGAL DESCRIPTION OCCUPANCY: R3 / U CONSTRUCTION: V-S STORIES: 1 BUILDING AREA' 3.602 SQFT- FiRE SPRINKLER SYSTEM: DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS_ SCOPE OF WORK FIRE SPRINKLER DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL iRESI DEINTtAL WITH A .05 DENSITY WITHIN AtiREAS RESIDENTIAL VVITN A .05 DENSITY WITHIN AREAS. SCOPE OF WORK TD START AT BASE O1" RISER (NODE 1104}- B UIL DING SUMMARY CONCEALED RES. PENDENT SPRINKLER i CONCEALED RES. PENDENT SPRINKLER RESIDENTIAL PENDENT SPRINKLER Ilt CHANGE IN ELEVATION RISER LOCATION (PER DETAIL) NODE POINT FOR CALCULATION RANGER TiC DETAIL Sf rYfJ_rl.JL f_EGEND APPROVAL TqL' APYRFL511311L C044RTr FJRS ixxrART>.ILNT WAS Wit YIEWJLR AN APPROYEO THe: FL4N8 ASSOCIa LT E! W ITR Yeti irLRi41 VtAlei r: NUMR$R LISTED '&"w. APFROV;.p F-L&N FL VAr-10 p'p{ae bNr YEAR AN 12 IFS -9URJXcT m comr rnr''Jcr WI4r,I Afrl-FCAZ i C40f5 POOM TIME pR sFP-A*VAL Aryl, FtEou1RF•a rrLL:; ISJ-�PECTION 9. E - t]At'k=Y•-t PtFMIT/CACt APPROVAL S TA MP CPVC TO SYSTEM -- 00 10' ELEV. FROM FINISH RAD SPARE SPRINKLERS SHALL iVOT BE REQUIRI"D TO BE PROVIDED PER 5.1.1,2 c� CL U 1"CPVC RISE GAUGE, 14-112" x ACCESS ''/'MAIN DRAIN VALVE DRAIN TO EXTERIOR RUBE R FACED CHECK VALVE 3 PSI DSS O I; 55 1 Q6 I STATIC 8.10% a 74- PSI 4'ELEV, RFStIIUAL 74.-113%=6.34P5 15 FLOW Npoo M L] 2' ELEV. RISER DETAIL N.T.S. V F Ol I - ..ti . .. r FlSPRO EN s'srl�srerllir riM+ • LICENSE NO, 684600 0 CUSTOM, TRACT, MULTI -FAMILY AND COM MERCIAL • DESIGN, ENGINEERING AND INSTALLATION i • 705 E HARRISON ST., SUITE 200 CORONA, CA M79 PH • 80M 915.34473 FAX - 051-272-2535 • The recipient of these plans hereby aoknow1bdVa that all plans; diataatls, speclfvatians -ormethods of Fnstalialmn contained In this set of plans �s the sole property of Fire 3prinWer Systems, Inc. and that any uIF f his set of Iss t5 prohibit esed F1k0 Is a viv atlIon of copyfigtlt laws Mthaut Forst receiving permission fforn Fire W W J 0 W 0 J Uj U.J 71- r Q !Y m tn LLI 1 :7rL Ltl C~f? C5 J C3 JOB NO: 31586 DATE: 8115117 DRAVVNI BY: M.N. r,�GI i3VCa �TION �C'' � * LICENSE N11. """ � SIZE - 24" 1{ 36" N.T.S.SCALF IF SHEET IS LESS THAN 24'XWITI8AIIUCED PRINT SCALE REDUrE ACCORDINGLY SHEET I D GENERAL NOTES SHEET FP1 DF FP4 i-HR. AND 2-HR. GYPSUM WALL ASSEMBLY 1 DR 2 HD4)R FIRE RATED THROUGH PENETRATION FIRE5TOP FOR SINGLE PLknC PIPE THROUGH GYPSUM WALLS UaING 1BL nWSTER CAULK & WkK F RATING = I-HR, AND 2-HR. T RA11NG =1-HIR AND 2•HR DRA.VJNG NOTTD SCALE 1, PRE -RATED GYPSUM WALLBCARD15TUD WALL ASSEMBLY Ar) TRIP F RATING =1 HOUR IF THERE 0 ONE LAYER OF GYPSUM WALLBOARD, B THE F RATING = 7 HOUR IF THERE ARE TWD LAYERS OF GYPSUM WALLBOARD. 2. PLASTIC PIPE -A) NOM. 2' DIAM. (OR SMALLER) SCH.40 PVC PIPE b NUM, 2' DIAK& (OR SMALLER) NC PIPF_ THE ANNULAR SPACE RANGE HALL BE ,MICE, VV TO MA)(1.18", NOTE: FOR USE IN CLOSED (PROCESS OIL SLAPPLY) PIPING SYSTEMS. 3- BLAZENASTER CAULK 8 WALK - MIN. 1r2' THICKNESS OF SEALANT APPLIED 4WETFII14 OPENING. ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT A MIN. 114" CROM IS FORMED AROUND THE PENETRATING ITM, NOTE: THE T & T RATWGS DF THE SYSTEM 15 ECUAL 70 THE FIRE RATING OF THE WALL ASSEMBLY. UUdUL SYSTEM NO. WL2151 HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed ALItOmao Sprinkler System, Date Installed 8115117 Location CALC AREA 1 Number of Sprinklers _— 2 Basis of Design t DENSITY .05 qpm/sq.ft. 2. DESIGNED AREA OF DISCHARGE 512 sq.ft. System Demand t- WATER FLOW RATE 31-7 gprn 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 34.9 psi Installed By Fire Sprinkler Sy§tems, Inc. VERMI}A i I M O' El ® Ea M O ! j CALC AREA 1 Le GREAT ROOM rti DINJNG BOOM 10'-0" CLG. r� NO A)$ REO. 44 FT, T+ ` a I f 9-6L CLG. L V1.rf11'S1J I01FALI WITNANILNINNOLo]INININill!]vilki CALL AREA 2 .—. 20'x20' SPACING +H 5iZE - SYSTEM FIPE; X4" lhru " MATEREAL - CARSON 8TEF1_ FINIS#( - Md. valvanizeli. LISiIhiG�APPRQVAL *203-E1[ 423i, EX 2S91 FUNCTION - Su pp4A har¢orltal piping' GPn, GGPper or S%ei Sias 3x' - 2- Prevents upward rrmernan(at pipe From pendent sprinkler discharge. Stad;HIIZe reriica! Pk p N- IN$TALLATION - Para v;ie,nSjrurtionS intivding NFPA $3. 13R, 13D and CPVC manufA=mrs in.Lbuctione- instalE on horizaptal or vertical mounting surface. FASTEN. ER$ - UiL _lsfed per NFPA 13 in WOD17. 3f4" - T' CPVC PIPE - 0995 screw - no pro -drill 2W4- - 3" Steel and Coppel Sipe - #14 x 1 V2" SN1S OF I Wx1 112" In bolt -no pre-ddl In STEEL; min. 18 GA. 34- - Y' CPVC, Copper a nd SIE4 pipe - 114" ar fI1 4 Tek Screw FEATURES Offset edge eominates abrasion. RelalnBr di aer< aura hanQep tip pq,e durini enytsllataon, 11.&ec4�ulred AF N 9905 arr w Irrduded - 51115 hrxhead. OkpERING - Pan # ana pipe aim. r,AN ALSO BE iJSEp TO R4`F`l,AC477 - VSQC Fipe Stria #520 Tin Strap Hang am Fn$1 SIZE 1 131% A 2126 ' 2. 31.t 1 1G s.17o 1 i+2 8.400 iJ2 'Lvo s s,320 Nornlrlal Flpe Sire (irr,) 3`," 1' 1 W 1'l� 2" n' 3" 3�j' 4" 8' 6" 8' Steel pip` excepttlrreaded NIA IZ-T 2'-0 1' 164r -0 15'' IF-U' IT-0' 16'4)' 194' 15-V 15`-0' 16-01 T1rreaded l4wmeall spiel NIA 12'-0" 12'•4" 17-0' 12'-0' 12'-T 12'fi' VA VA WA NfA WA Pipe Capperh" 9'-0' 5!4' vTW ia'.a- 12'-q' 12-T 12'-ir 15'.a" 16'.0' 164' 15'-0" >i+S-G" CPVC 6'•S' 6'-P" 5`-6" T-O' V-0' 94" 10'-0" WA WA WA NIA NIA Pu4yhutyterle PPS) NIA 3'•9' 4`-7" d'-T T-11` WA WA NIA WA 1MA NfA WA PDPybuvAone (CT$) 2' T1" 3'-#- Y-11' 4'-T 6'•8' WA WA WA NIA NIA NYA NFA Duclil®Iran dpe NiA WA NJA WA NVA 1g-' N+A PL'A 164)" NIA IF-T 15'� AFC011510 HANGER LS rEEL. - COPPER - C. P. V C. NOT TO SCALE WE- 5YST£kl PIPE: SA4' lhrtiP" a MATI=Ak--Carbon Steel. FINISH • MA. Giuvaaaiard- LISTINGJAPPROVA„L - OV e7G 203-1:X 4231, EX 2SS1 PATENT - No_ 6.F 48.278. FuWTJON - Support lionz-1al prping: CFVG, Copper or Steel. Prawdes listed verli�aUharlavrrt5tl restrain( ana p tints upward movement of prps Iram pendent spnnider d' ;.r©e_ St8411 YC Verbtal 01ping- INSTAL1,ATION - Per these lnstructionrr Including NFPA 13, i3R, 13D and Ci7VC manufachi:n" lniA uclions. Inaleil An hcrirantat nor vartipal mourning surface. Snap ouar pipe Ulan squaave sp-a}1 hack IZI11' 1pe fa slide rteely, ti"1i1en #94S Threads are expnxed in wand, Inatali #308 backing nut I'ASTENERS • UL Lsstad par NFPA 13 ACOD • CPVC Pape - #94G screw• n4 pre•arIII. Copper and Sire! ipe -#14 SKIS or 114 'xi 112" leg straw - ne pra.drllr Thn1 5f9' peuryt board - 1I-0" x 2" Leg strew. STEEL •min. i$ GA. -CPVC, Cooper and $tell pipe - 1 f4" or #14 7ek Screw- GGNGRETE. Required nlininrilm cad each faaltomw = 5tvkI+2509bs 2 FEATURES 1 V2" Offset - loose fit allows pipe ho s ale-_ Gomnmr, cantor-Iina far 3I4- and 1' Chart edgg�e allmin.etes abi-mlom AFCOM MOD scw Included - SFig" hex In"d. OR DE RING - part N and pips sizes. AFCCN >X5116 tacking nut cold serperaieiy. Hes1r I -ll 1IW ,i r+arlgenRasireiner Nominal F1pe Sao (in.) 3s' 1 1W I 2' 2}5 3" 3%' 4' 5' 6" a" SleetPipeexceptt"*Wd WA 12-T 1744' 19'-0' 1V-T 15-0" 15'-T 15'•0' I5'-0' 13-0 15'-0r 9TV 110"Wa! Tlxapded 6ght#PM steel WA 12 9' 12'-V IZ-V 12'-0" IZ-V 13'-V NIA WA N1A NIA Mu Pipe Copper lube 81-V V-0' 10'-0" 10'-0` 12'4' 12'-0' i2'-0' w4- w-w is4r iv i5'-$' CPVC 547` 6'4' 0-0' T-0- $4Y" 13141' 10'-0' NIA W WA NA MIA polyWtAsna0PS) WA X-9' m.7' SA' T-11" FvA NIA NIA NIA NIA NIA IVA Pdywtylene (CTS) 2'-11' $'-a" 3'-11" 4'•5' 13-5" NIA PiiA NIA NIA WA NIA NA Duc* Iron p-W WA NIA WA NIA rUA 15-4- NfA NIA 15-0 NIA 15'-0' 15'-0' AFGON 514 HANGER (STEEL - COPPER - G. P. V Q NOTTO SOAff Ida* FLOOR AREA - 2,967 SOFT. TOTAL LIVING AREA - 2,967 SOFT. GARAGE AREA- 634 SOFT, DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2016 ED. N T l<S 1. ALL HEAD $PACING TO BE 16'x16'. UNLESS OTHERVVISE NOTED. 2. ALL PIPES TO BE al," CPVC, UINLESS tOTHEFRWISE NiOTLL), 3, PIPE CLEARANCES ML)ST BE IN ACCORDANCE WITH NFPA 13-9.3-4. 4, HANGERS SHOWN FOR REFERENCE PURPOSES (ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5. SPRINKLERS SHALL NOT BE REQUIRED IN BATHR001VIS OF 55sgtt. AND LESS- (SECTION 8.8.2.) 6. SPRINKLERS SHALL NOT BE REQIJJREQ IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEE 7 ALL OF THE FOLLOWING REQUIREMENTS: (1) THE AREA OF THE SPACE COES NOT EXCEEu[D 24rgft_ (2) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED-COMBUSTIRLE MATERIALS AS DEFINEED IN N1=PA 220. 9. 8.2.5.1.2 THE DISTANCE SHALL BF MF-ASUREQ FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRUCTION. 10. 8-2-5.6 SHADOW AREAS SHALL BE PEIRNIITTEO I THE PROTECTION AREA OF A SPRINKLER A5 LONG AS THE CUMULATIVE DRY AREA DO NOT EXCIEE0 15sgft (1,4 sgm) PER SFIRINKLER- w °O r d r:n o a r hdiu r •S "� IMP '09 LICENSE NO. 684600 s CUSTOM, TRACT, MULTI-FANIIL:' AND COMMERCIAL • DESIGN, ENGINEERING AND INSTALLATION 705 E, HARRISON ST„ SUITE 20Z, CORONA, CA 92879 PH - 800,915-3473 FAX-951.272.2535 0 The recipient of these platys hereby Bdtnowledges that all Rl�ns, details, spacrFitations or methods of inMallab n contained to this sek o1 plans i5 the sale property of Fire Sprinkler Systems, Inc, and that any use of this set of pt€ yin is prdhlbited and is a violation of copyright laws without > rst receiving oemission ffom Fire C3 u to ua to o W 2 C+} � sc to o a `a asOL ` rY O r dcn m YCO CO —A r� y C7_ r� r� LiuLI CL r � ll X Ww z lL rye J W. �E M. 4 2 _ m 4 Im r :z z f �w I— � m z rw j- CID � c� a JOB NO; 31586 DATE: 8r' 15r 1 DRAWN BY. M.N. r��CT i OBI C C SON may, ,L C-16 �13 SfZE - 24' x 364 I SCALE 114'=1` i F SHEET IS LESS THAN 24' X 36' IT IS A REDIXED PRINT SCALE REDUCE ACCORDAGLY SHEET10 FIRE SPRINKLER PLAN SHEET FR2 OF FP4 I-HR, AND 2-HR, GYPSUM WALL ASSEMBLY 1 OR 2 HOUR FIRE RATED THROUGH PENETRATION F>IRESTOP FOR SKGLE PLASTIC PIPE THROUGH GYPSUM WALLS USING BLAZENIASTER CAULK 3 WALK F fil4TING =1-HR. AND t-HR. T RATING y 1-HR. AND 2-HR. DRAWING NDT TO SCALE f. PRE -RATED GYPSUM WALLBOARDATIID WALL ASSEW SLY Aj THE F RATM =1 HOUR IF THERE IS ONE LAYER 4F GYPSUM WALLBOARD- B THE F RATING ; 2 HOUR IF THEME ARE TNO LAYERS OF GYPSUM WALLBOARD. 2. PLASTIC PIPE - A� NOM, 2' DIAM, (OR SKMALLLRi SOH, 40 PVC PIPE B} NCV- 2' DLkM, (OR SMALLER} CPVC PIPE. T E ANNULAR SPACE RANGE HALL BE ,MIN. 14' TO MAX 1-3I8'. NOTE: FOR USE N CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS, 3. BLAdEhi.WSTER CAULK & WALK- MIN. 1)2' TItC KNESS OF SEALANT APPLI ED WITHIN OPEN INC. ADOMNAL SEALAN770 BE INSTALLED SUCH THAT A MIN,1W CROWN IS FORMED AROUND THE PENETRATING ITEM - NOTE: THE F & T RATiNGS OP THE SYSTEM Is EQUAL TO THE FIRE MTING OF THE WALLASSEIELY- U UcUL SYSTEM NO. WL2151 i 0 HYDRAULIC SYSTEM This Building is Protected by a Hydradical�y Desigried Automatic Sprinkler System, Date Installed 8/15J17 Location CALC AREA 1 Number of Sprinklers 2 Basis of Design 1.OENS[TY .B52 pmfsgh 2. DESIGNED AREA OF DISCHARGE 392 sq.ft, System Demand - 1. WATER FLOW RATE _ 25 9pm 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER _ 37 psi Installed By Fire Sprinkler Systems, Inc. An YERANOA COURTYARD AL T PLAN 96714' 1 ") FIRE SPRINKLER PLAN SCALE: 1 /4" =1 `-0" SrZE - SYSTEM PIPE: SI4' tfvu 3" MATERIAL- CARSON STEEL. FINISH -Mil Geivanom- USTINC,IAPPROVAL 2,73-E K 4.231, Eli 2551 FL NOTION - 5upaort horizontal piping; CPVC, Copper or $reel Six* Sid' - 2' Prevents upward movement of pipe from penderl t 2;onkkar disc 9 arge 45WI3111M v6rlb=l piping IN STALLAWN - Per these ir,rrrugtiwn rndLding NFPA 13, 13R, 1313 and CPVC manufacturers instructions. Iiinelall on horlxont% or vertical mounting surface. FASTENERS - UL Lir ted cer NF PA. 13 Y11"la6D� 314' -a' CF'VC PIPE - #905 smw - n0 ve-drill 3f4' - 3- Staal a nd Copper pipe - A 14 x i 112" SMS or 1 f4" K1 112" lag bdlt - rD pre —doll i1 STEEL- min, le GA CPVC. Copper end Steel pipe - 114" or ii td Tek $crew FEATURES - CW-,at edge eIFmjna[eg A4raRIQF[ ' Rofainer dirr��pplea secura harrger to pipe during insla:la6on. R. it AF ON 000b =" Ir-duded - 6116' hey hoad. ORDER, G - Part 11 aord pip& s¢e C %,N AL50 BE USED TO REPLACE - *5W Pipe Strap 4620 Tln Strap r Ung 610 FAST SIZE I dJM. m Mominef Ripe Size �In.j 1G• 1' 1'A' 114' 2' 2V 3' Sw 4' 5' 6' e" Slghltw exreprlhreaded NIA 42'-7 12.4' 16-7 16-0' 1547 16-V 15'-0" 16-6" 13 r 16•9" 151-0' Threaded iighlwalL steel WA IT-p` 174r IZ-V 17'-0" 12'-0' 12'dl NIA N+A NIA NOA NA plp6 Copps Tube 9'•0' 84' W—ilr 1474V 12'$ 12'4)' iT& 15.(r 15-17 15'4' IT-0' IT-V CPVC T-0' 6'# F-5' T-0" V-V 9'•0' f0'h" HA ITA WA N!A NVA PolyiS+ufY ww (11's1 NJA 3'•9' 4;7' 6-7 T-11' WA f%VA WA WA WA NIA PIA F30IACtylene (CTS) Z-11" 3'-4' T-1V A'w" T- ' NA WA NIA NIA WA WA WA th-etfie iron ops hVA WA NIA N!A WA 15'4)' WA NiA 15'-0' NIA 15'•0' 1V-0' AFCON 510 HANGER LSTEEL -COPPER - C, P, V C. r4L"T to M.A! F 4 SIZE - SYSTEM PIPE: 314- tiru 2" MATE R IAL - Carbon Sloe! FINISH - MII. GlavJer+Ixed LLSTI NGJAPP R OVAL - 2o3-E1i 42ui. EX 2551 PATENT - No. 6.048, 27 6- FUNCTION - $U Rpq+1 t arriorltal piping, C PVC, Capper or 51e6I ProvidesllsredrainLendprevenis upward mmmmenl of plper from pfmdtdll epnnlder 6scnarge- StalbKza vertical pi*g. INST,aLLATi0N . Pef these Insuwlfans induding NFPA 13. 4313, 1311 and CPVC inELlufaulurem Instructions Install on hoRtorAd or wenlcal rnoUMiing surraca- Snap aver pope then squeeze strap beck allowing ppi�pe to swe ffeSlp 4^R1en Z05 thmad6 Are expoMd in wCCd, wMA11 N909 hacking nut. F.A57E NERS - UL Lived Per NFPA 13 VV00 d - CPVC pier - 9905 sc ew- no ere-dr3l. Copper and Steel plp& - *14 SINS or IM "xT 112' lag ed•ew - no prti-drdl Thru ra+9" gypsum hoard - 114"x 2" lag screw STEEL - mbi- 18 GA - CPVC CepPer artd S[e9 pipe - I W er 614 Tek Sc--ew. GDtJCRETE: Required minimum load each NNSI!Wner = 5{w4t250las 2 FEATURES ' 1 in" cfset - loose fat allows pipe to slide. ' Common'cerlref-1-1e for W4" and 1" ' Gfisetedge atimirahas sbrssion ` AFCON 005 screw intruded - SIM" hex heed. ORDERING- pan #and pipe size AFC,0N J aO6 hacking nut sold aerparately. HarigyrJResirdinor Nominal PIp6 Site (i't} '/i 1` 15i1 1'JS' 2' 2V '3` 3js A' 5' f5' 8' 1lghlt1ppazeapithreaded NIA t2'-0" 12 15-0 15-0' 15'-0' JE-0- 16'-0' 15'-0' 15'-U' 15'•0` 15-0' ThreaOod hpntwd steal NSA 12'-0" 121-W 121-M 174Y 121-0' 124)* NA NVA NIA WA WA Wpa COPW wba 9'-0" $'4' IVA' 1"' 127-W IT-0' 12-0' 16'-0' 15'-0' 15'--0' 15'•0' 1V-0' CPVC 5'-F S'-0' SW 71-0' 6-0' 9' IY' iflNP Nt A WA NIA WA NVA PdyhrRyiens (IP5) NfA 3'A' T-7' 251-0' S-t1' NIA NOA NlA WA NIA NVA NVA Pdyto*ne (GTS) 2'-11" T-4' 3'-11' 4'-5' 5'-5' MAL NSA NIA NIA NIA I*A NVA Oucllleironpipe NIA WA WA NlA NIA 15'-0' NIA Nil+ 15'.p' NIA 1S'•p` 1$'-0" AFCOAf 514 HANGER (STEEL - COPPER - C. F. V C_ NOT TO SCALE MM FLOOR AREA - 2.967 SOFT. TOTAL LIVING AREA - 2,967 SOFT. GARAGE AREA- 64 SQFT, DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 181), 2016 ED- Al MOTES: 1, ALL HEAED SPACING TO 13 14'x14', LESS OTHERWISE NOTl D. 2. ALL PIPES TO BE Vi' CPVC, UNLESS OTHERWISE (VOTER, 3, PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA 13-9.3.4. 4. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGERSPACING TO BE PER TAE3LES ON THIS SHEET. 5, SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 65sgft. ANC LESS. (SECTION 8.3.2-) 6. SPRINKLERS SHALL NOT BE REQLJIREi7 IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE FOLLOWING RRQLIIREMENTS,- (1) THE AREA OF THE SPACE DOES NOT EXCEED 24sgft. (2) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. 9. 8-2.5.1 2 THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRUCTION- 10 8.2-5-6 SHADOWARE,AS SHALL BE PERMITTED aN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THL CUMULATIVE DRY AREA DO NOT EXCEED 15sgft (1,4 sgm) PER SPRINKLER. ibilim u.l �l XI1'itti�tR LICENSE NO, • CUSTOM, TRACT. MULTI -FAMILY ArNDCOMMERCIAL r DESIGN, ENG INEE RI NG AND INSTALLATION Ir 705 E- KARRISON ST., SiJrrE 200 CORDI'K CA 92879 PH - 800-915-3473 FAX - 951-272.2535 • Tna recipient of these plans hereby acknowledges that all plans, dmails, specifications or Methods of insWlabon contained In this set of plans is Me sale property of Fire Sprinkler Systoms, Inc. and that any use at this set of plans is prohibited and is a violation of Copyright laws withvul firs( receivlrlg Germission from Fire S nklar S S[ems- �n9 C'I � m '^ eo 4� LLI rq r # Lfj ac uJ J (�(LL [O rk fO ti J F_ LLI # rti o rn 4 t/1 - r-3 Lu ]a 1 rEL L3 ri W 0 LLk L[J Im Im fL a LU r� co � lL � U) Lu rq w JOB NO. 31586 DATE: 8115117 DRAWN BY. M.N. GIF ATION C-16 LICENSE ND- # 684600 SIZE - 24' X 36" I SCALE 114" = V IF SHEET IS LESS THAN 24' X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID FIRE SPRINKLER PLAID SHEET FP3 OF FP4 a Ttl61e R • One Paint of Resirs Int I_ft Pi r MAx.f I aeWs.l Orc•Pa,rtr tirarN'ear RBarr�frTr '� RE tAIT RESTRIAINT are€-s arrrl (]NE-POIWT N 41YHeikl i,Rn uR•• Pipe Site I.el5d thanGYcriksx than Ah1Sl Inaleea In psi 7U0 psi ON{6,9 4rir} {�,9 bar} am 4'-8" 0'-6" QN2fl l0.23 ml ii1.15 f7i] 1 7'-0" 0`-9- Cr}{25 (0,30 m} (4,23 m) 7}N3P {0.41 mj �p,30 mj 4-i12 - S 7'-11" Y'�" [}Lrh7E7 - 61U8U {o,es I mJ lq•34 IT+i Table 5 - Two Pointe at Restraint Nominal Pipe•g•' SkB I.ea6Yk-ao Cvrt+atplthafl AHS! Ina{yes rap pxi 100 psi OPt j6,41 ba�i 116,9 barj 3f0 a'-ty' T-d- 1 5'-4" 3'-0" pN25 (i •52 m) r1.22 rr71 Dt432 r'.83 m} (7,52 nil y -i r,s , s T 4., r}pJ,'[7 r7r«C 12,13 mj E2,13 mJ I�r+L4X 7T5'0-PPir}T ANYG'1$TA[,t --+ i%Lrr r qr F r/grnF f2E STR41h11 TV410-POItaT R111:111111,11111 IN 3 .4.mIFx 2RL` 6aiane I■erilYhl�juocYf Igtle■c GlrapP Invls lti:lin $PC{ifil;adnM' Sryil 4nrjr YPpIY llrr the nvgllay un Pi t!C Li9rid 61sz;'Manei4 j,2UL rye ai•d :iYinp; in gtragrS :k91NRnA ;Pnnklar prW4dipa Per HFPk 730 aitl [irPA 12R These 3siiidarilb Yie ddlnod if: MFPA r.odks prillled Vne iM1[! IW8 Pavtlly f]welPnQs lnA hjrrt'ly d@nreF`•7nd In'rCkiiQxrillN 06LYp4aplm r+P to rvYr $,Irjiir{; fn Nshg91'. A5 rkEdrh7ceG I0. HFPA 1 a(j $<tGIdP d,4A,'SpriAMere br4 nde; eeQuik W In p,M1rbgdS, epeR sir WieJ puv011es, pupoA4 qr;irtdlu;irNclureT' The If�aiel�on 0! TFP Bl:aeheesre* epnhklhl Alpo and polM1pa Iw rlSe rri perepp feguLinp sprinkkr prdietllm per NTPR 19R Ye.oNy aPPisr014 Nmf UL usuhgpimiq yroehlit RlqurrerradiLs for Pipe. S711np;, °ah:nhr Gemrnr $ymtems. 5`k51ern f]esgn_ 7natallaiim, Fieeft I'NrsM,n, xhd PenclrbWlPFlrr Rafatlpd 1VaNs and Pamhana era ppS'Yred ip fhr; I■sfhphvoA anllleGhmipl hyndhcar R7CWo-e waJ>hcsp;adi0ne or lire pnxnuaY tararuYy Prior to d@siprsn4 qr rn;Wlling TFP BliepMawrer pip¢�ptl fullrrys Iw YaraqY i1;istixlwM1s. 7Fir irtfi#11■d■F ad TIP rlFrlaNaa!■r #4m and rr4tLnFs b Wr"n nfaldn4 sArinYYprs R orh i4 UMdd #nd Jc Fal GAL Lfnr4pd, • le,>.7eNNior, HcqulrernenEs Prpt,xtdtln: TFP E3lad[rlaatu CF4C plph end UlSlnCS sbaq lie insralfe6 xuncaalyd 4¢ai'Id prLrpecl»rl ccnr-ong ari minlmumm hnr layer 0 4r IYYIE'R gppeurn svA6M1:rrdor'ri lYridrglYwpRd - 5PaRaoar FrR'itlrkesdlr4' lil LIS1dtl, ¢Pldx rtlOPdia• d7�nddM #kYGaS76 Re'Idrbl Rxsid4w711 epnrWere W11M4k 235'p mXtlpM1pm 4mpeolUrk ruing rJ:Wl ne tliiluetl PIY �rinkkrs �ldi r,a irW� peJ ilu �n7M1tliytlwe9 pYE�als�d ilrakE'ai71YR U$dlxAlpne- - InclallY7lrp $1711tlard' Th! LlatlgY fir 6aop; Ifi6liriiSlflRS shad pertain lu chose dteuarlua 4sn■0 4r€Rii 1 R, N aStfndxnt# rrllh lh■ UL Llxllnq, TFP 8f4>Feklasler Gf4C pipe xrrd fillirrT. IFi7f he area de e><b74e ridua in akCprdan{ewilh HPPk18, tES4and 13R when subie'.11a7htfollexinu a dtl I l i a 71 I l m r{ a l l an F; 1 When Inrgiad proteeed (iVriGHletl) oa axordancr. nilh dFPA 13p ono 1311_ the milpnum prwetlode enak pphpY}: al #r7hCr aM14 49dOr Yi f9•5 rrlml gill yypryd7 wrall4nerd or ',S`(f zT nNrrj wide prywerri P When -Ysialled titiilhM1ui paMCCtlrn S@pppxk,r�{p Q{$0rtl4■!1M!h d3PA 1& Yjp will 13H, Ilse7cNeMnp Ilmlgt34ne sltiR#ppry; -The eraer ehsll de YIBtBllert Wow A propoll, 710r, Adrr2pM1ld EeOrq WFrtlryetlw, A LJererl re9ldenpal pm,tlen4 eprinitlerle io be .inelalled wish i1F dtlllySbar;l lhd eislana irtlm Rte Mill spadfittl In theaalooklerLl;lipp. OR ;lu Ozer shell ha Ywloillad Gtlavr a hgMeeal unllnMhd f7a7emtF7l pagap {trl u{wrianca 01h#IFPk130] eorls7TuWhd uUllyLig palanpi R'x 74' OradTinii2' h ir erpp5ed �oh'd wand Jolsls an !d' oHvlala. A -Ni" resldmgbi p@ndnn[ $¢neklkr '.i fq pe xLslrRs:d wish da delleclora mudleul+e9 the l7ovnm 4! Ipe Sditl 4+Wtl Idrar Id inlidp0liml or ilrhlea Instl411an of aihslYhed ceillnp. Norm insmlNnp rPP Allael{utlerCMJG pyeand riu:rys in cuy■ncULrn rnZh !' Y 17' :oFtl uwpd plats, 91e rnenMtym syslkm ismll*ltl prsirx+r! Sndl;r Cmrinu tonkkins aklatTnot QMeeFF1PULttar7Q tlS6marrlmulrrl6y'il6>rWGriridgMUM Yllddr51LI1C ;npnflpwa4f rnnmeeas rfiaT nut 6:rT:e97 175 op. - The Ln 1dO fkS'i7V-4l tlEhd9M1l sPrmtler is ip hose FSS"F Uitl'C} rnmMr■rne lempera,ure sung and is io kr in;I#Igd u x rN.YNeI} n hrlal:m7u di5larr[t OI 12 :n,sShS hroin Ilia Genaee Iweol the rmer, 7raes}vswr k WU he dMqgpTbssed upon Mr ucleo7wwa 5nr1heepnnlapr 146C40 Z.;4a1 [I4[ShYiiarrier Y;InliieapollNaor n;17wL! sprggftiohA tool he less IhanSi gpm Per 9(niYder. Fig. 9 - Double Offset Hanger & Restrainer for CPVC Plastic Pli]P r hl. usL$IfS Size Range — Availab[e In 3l4` and 1' pipe sizes hiateTfal -- Pro -Galvanized Stec] FurLctldn — Intended to perform as a hanger and restrainar for CPVC, pkast4r, fide sprinkler pipe. Provides double offset 1 tl7" x 1 1f2" from mounting surface. T}Tls design will ease Irr-i#aElsltidi-+ by eEimineting the need ter wood black extension and allow nakao-lit attachment of hanger to sprinkler pipe. Features — + Thumb cab provides Esrotec€i{yri eo tesna!n pepe in raugtt 30t7 BIsC crsndi#lorls. Ta'c is not required to be t3@Fit }or listed instaEEatian- • diiset edge eLrTYinatgg $brssipa% * Attact,as "SYpy to wood structure with two spacd #10 x i hex head saif-ihrea[ilrlg eere7rus famished with product. Carl be used a5 a sing3e oft9! hangar t7j+ 211g13tng adiT; rplas' wiLfn tap of mounting surface and utilizing two #a3t2ngrs in rveo of Ctie thra& hales provided, Approvals — Underwriters' t_apora#oriln-4 Listed In the USA (l1L) and Canada {ci]L) as a tsarYger and r'eSrrainer to sup Port fire sprirtkiex sysrerrrs. Meets a. id ex,eeds Mquli'enlerds of NFPA 73, 73R and 130- irinish —Pre-Galvanlzed Order icy — Flgare nl,rnaer and pipe size. -WENT PENDING []orab7e offset 47�► � I I .50Q r � I rl 4k + Jfr 0 0 d:w.i9i.'h3i" %:adsfilf s9pPi. b get �aE>x5 ,'r 3'4r i'>StdllA-an a 4,Ur`.'r•C'.VR rn iKM1 Nnp r41M:C nM 0 9.540 t- t- I& BUILDING TIN ETIN SCALE: 1f4" = 1'4" PE in • ucl=e�s� r�o- ssasoo CUSTOM, TRACT, VIuLn-FAMILY AND COMMERCIAL dEslGla, ENGINEERING AND INSTALLATION 706 E, r•iARRISC N ST., SUITE2U0 CORONA, CA 92875 PH - S77D-415-3473 FAX - 951-272-2535 • The recipient of these plans tTereby acknowledges that all plans, daE�lls, spaclfiCatians t}r rrae#F7ods of installation cankained in #t14 set of flans is the sole property of I"iru Sprinkler Systems, Inc. and that aeW use or this set of plans is prohibited atte is a violation df Copyright laws wltr,ow ftI'St rgeeiving permission from lira 5t5rinkEer 5wstems- JOB NO: 31586 DATE 8/15JI7 cv � crm d N DRAV1fIV BY: fVi-Pf. CLASSIFiCA710N ti C-�B c3 LICENSE NO. � 512E - 24' }( 36" SCALE IF 5FIftET IS LESS TFiAJw 24h X 36' IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID S£CTi[}hlS SHEET FPA 4F FPS � T . Coachella Valley Water District 75515 Hovley Lane East Q�srat Domestic water System Flow Analysis Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) Requested By: ? FIRE SPRINKLERS SYSTEMS, INC. Date: - - Address: 705 E. 7/1$/17 HARRISON STREET APN: CORONA, CA 92879 Req. Fire Flow: 1000gpm at 20psi fort hours. Contact Name: JAMIE BISHIP Project Name: GRIFFIN RANCH Phone: - 800-915-3473 Email: jamieb@frreinc.net Cell: — --- Domestic Water System HYDRANT AT THE NE CORNER OF ME RV GRIFFIN WAY AND DAMASCUS DRIVE, La Quinta, GEO Flow Analysis Location: 6-7-15-2, PZ 17-8160 Model Information Flow Analysis Description Requested r TF7est 2 Test 3 Test 4 Flow Domestic Elevation (Ft): system flow None available 1 without I Steady State, Dynamic (psi): 82.8 Residual Pressure i (psi : 74,$2 Fire Flow Tested (gpm}: _ 2,300 exceeding N/A CVWD's Combined Total: N/A ;criteria. Tested Model Junction: J1828 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726 Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (145') - Model: MervGriffin&Damascus-CVWD_DomesticWater 012616 Comments: The domestic water system is capable of providing 2,300 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple fire hydrants. 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 wiP 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 ZY APPROVAL THE RIVERS S E COUNTY FIRE DEPARTMENT HAS REVlEWE6 AN �LANS ASSOCIATED WITH THE S� BELOW. APPROVED A S•gtlYl YEAaate AND IS SU!lJ ECT TO COMPLIANCE APPLICABLE CODE�f'JI�bF_Y T�yyASlPF PPROVAL AND REQUIRED FIELIH5LV;G ONS. DATE: ENG DS-016 (8/31/ 15 ) 1� �--_—_—_-----_-------_--_-----------------_--------------_------_-----------------_------ / ' / ' / . � . / / ..� * . � | . ./ / / . . ' / / ' ] �`| | . � / / � . ^ / . / / . / . . , / , | ` o � + | i--- � —�—��~--'— ---------------------------_--_ i ^SaALE i "WOm" 4aa Rf) doo/ ------J e 9' — — 0, — L — n p 6Y Lof-W IorW 187 LIT•l� iA•� 70 19 80 81 wi•Ar 8 fEfff 2" 208 INDIA. 30 76 77 W Z 285 uxAxeeo none w 4E 21 xuuxe[�wAr 91 _ 284 291 290 209 49 292 y- 3 75 19 96 82 el B4 X ••• 28t 299 2 q) CONSTRUCTION PHASING LEGEND: 23 3 1 98 95 9J 93 03 'O rn V 393 300 50 298 S969 MODEL AND 210.212) STAL(LO 74 99 ° Df4M o0M B6 of 292 z it 294 8 101 id KING - I V7.260 DS'Y;I PHASE1 .IOTAL(OS 119,12) ISL°9 PHASE ( -5 TOTAL 130. AN0217.239) 1B 23 n 100 94 /Zr/^� 281 3 397 51 0 [CS pHpi92-SroTAI (IOTSIA.fld. 194, 230 AN0211) LOTS 119, 74. Ed. AND 95 295 a 302 ®PHASE 3- d IOTA (LOU I EMU) D 128) 90 i Q T 2E0 296 I �1126) Id 101 o4{4n4pB9 EB yy ONOO 303 52 45 e3EI PHASE S- 6 TOTAL (LOTS 107. 118 AND PHASE 6.5 TOTAL (LOTS I W. 117.175,176 AND 183) 1] n 103 AT /T^ 0 279 10] I Li 3n'x0W4Y 270 4 C PHASES-5IOTAL(LOS110.115AND179.191)182) 25 112 ill 104 105 106 I Z Z 2)6 2)5 2)4 53 16 a 1 o 0� 250 5 26 11 W 4qD 1Dei u Fm I MOxwP x09 360. ]Y! u •f49 112d 11'�:116W. i56 54 261 42 9 15 31 • ,ro - 116 1. I111 Jp., 'F 255 IN oQQ 2Y1 d q 70 > 122 /.. 121 ICU, pjy B� 262 26) S 55 ; 254 O 271 41 14 20 I 125{''liapp V CO L ee IL n 6 z� 263 ^ 7 e 69` T29 L1J0 Z i 253 + 266 G 270 56 .5 I 40 9 10 11 12 13 4 29 `129 IM " : O 91W 264 39 68 135 130 133 132 131 {� 265 yp .� 0$0 44 xfb neae � 31 36 35 34 ll 32 11 SO / 13) 4� NAUEMmm 67 I38 CEtT'3 119 Id0 141 142 143 144 351 250 Nv vevu x r n � Lm•Ax• 58 s9 eo. " UI. IN/ FIHIIVN ROv cN fMWP\ LOT•W � .Y 1$6 O 215 214 213 i 301 )fF f>b , ` y1E rAt ` 1 212� 202 �' T£ `A L Te �jqa Lm•AO• /� 219 216 oe uimun S b 200� 3` IB•i p O 163 T K�'1 $• \ 219 1� 303 O T 1 `M 21) -".. P 17t 150 c 164 I51 s y of vDwlllex 249 W / 6A OT6 218 g A °w,0'1 20d1 199 AQN 159 161 165 uLAT {y 2J1 J: .. 220 YYF 44'in * �® t .. n Id9 146 0 _ pp "23/ 241 4 C.. :7 u+�a329 22]PI0a3:. uT S u..)i%. 221 209 2Q5`•r ; 19B 194 I � E7 183� r . 17 . 160 cc@qqq• C 161 Ids >: 148 14) W6 \ J Ne -O 1 4Y y Muxoll GNtx w AY book 2d) 2d6 245 2" 243 3� 240 239 �3 �6 2u 22d 223 222 209 20) 306 191 196 195 106 I05 1� n 1 ,1d 73 171 170 169 168 167 SGIE' t'yW' PROJECT MANAGER A VICE PRESIDENT SNFS OAT VICE PRESIDENT CONSTRUCTION DAT (VISION PRESIDENT ATE DATE: 11/2/2018 S:\2017\31586.\CALL\2976.rdf i Page 1 " FIRE SPRINKLER SYSTEMS 705 E.• HARRISON,['SUITE 200 CORONA,CA 92879 I RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 2976 10o TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 11/2/2018 File No: 31586 Data File Name: 2976.rdf SPRINKLER SPACING 256.0 sq. £t../spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr,. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(16xlG) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi. F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Flowing Flow (psi) 1 13.0 7.6 2 13.0 7.6 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. Node Total Avail. Req'd No. Flow Press. Press. 20 18.0 74.5 32.7 20 31.7 74.5 56.2 DATE: 11/2%2018_S:\2017\31586\CALC\2976.rdf Page 2 •-RESULTS OF ANALYSIS PIPE & NODE DATA * i FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 18.0 3.28 32.7 ---- 31.7 9.37 56.2 150 101 0.995 6.0 ---- -2.0 ---- ------ 0.09 0.00 29.4 ---- 0.26 0.00 46.8 2`101 1.00. -4.0 -2.0 ---- ---- 18.0 0.09 29.4 ---- 31.7 0.26 46.8 ISO 02 0.995 0.0 ---- -2.0 ---- ---- 0.09 0.00 25.3 ----- 0.26 0.00 42.6 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 25.3 ---- 31.7 5.36 42.6 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 23.4 ---- 0.06 0.00 37.2 4 103 4.00 LG ---- -2.0 ------ ----- 18.0 0.20 23.4 ---- 31.7 0.57 37.2 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 21.5 5 0.08 1.73 34.9 5 104 2.00 L ---- 2.0 -5 5 13.0 0.21 21.5 5 26.7 0.81 34.9 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.03 0.87 20.4 ---- 0.12 0.87 33.2 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.03 20.4 ---- 26.7 0.12 33.2 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 17.4 ----- 0.12 0.00 30.1 7 106 6.00 2L ---- 4.0 ---- ---- 13.0 0.49 17.4 ------ 26.7 1.86 30.1 150 10 1.101 10.0 ---- 10.0 ---- ---- 0.03 2.60 14.3 ---- 0.12 2.60 25.6 8 10 3.50 L ---- 10.0 ---- ----- 13.0 0.71 14.3 ---- 26.7 2.68 25.6 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.09 0.00 13.6 ---- 0.36 0.00 23.0 9 11 8.00 B ---- 10.0 ---- ---- 7.5 0.38 13.6 ---- 15.4 1.43 23.0 150 12 0.874 3.0 ---- 10.0 ---- ---- 0.03 0.00 13.2 ---- 0.13 0.00 21.5 10 12 1.00 L ---- 10.0 ---- ---- 7.5 0.17 13.2 ----- 15.4 0.65 21.5 150 13 0.874 4.0 ---- 11.0 ---- ---- 0.03 0.43 12.6 ----- 0.13 0.43 20.5 11 13 13.50 L2R ---- 11.0 ---- ---- 7.5 0.67 12.6 ---- 15.4 2.53 20.5 150 14 0.874 6.0 ---- 11.0 ---- ---- 0.03 0.00 11.9 ---- 0.13 0.00 17.9 12 14 2.00 L ---- 11.0 ---- ---- 7.5 0.20 11.9 ---- 15.4 0.78 17.9 150 15 0.874 4.0 ---- 13.0 ----- ---- 0.03 0.87 10.9 ---- 0.13 0.87 16.3 13 15 1.00 L ---- 13.0 ---- ---- 7.5 0.17 10.9 ---- 15.4 0.65 16.3 150 16 0.874 4.0 ---- 13.0 ---- ---- 0.03 0.00 10.7 ---- 0.13 0.00 15.6 14 16 43.00 3LGR ---- 13.0 ---- ---- 6.7 1.69 10.7 ---- 14.4 6.97 15.6 150 17 0.874 18.0 ---- 13.0 ---- ---- 0.03 0.00 9.0 ---- 0.11 0.00 8.7 15 17 1.00 R ---- 13.0 ---- ---- 0.0 0.00 9.0 ---- 13.7 0.21 8.7 150 18 0.874 1.0 ---- 13.0 4.71 ---- 0.00 0.00 9.0 13.7 0.10 0.00 8.5 16 17 10.00 B ---- 13.0 ---- ---- 6.7 0.36 9.0 ----- 0.7 0.01 6.7 150 19 0.874 3.0 ---- 13.0 ---- ---- 0.03 0.00 8.7 ---- 0.00 0.00 6.7 17 19 1.00 B7R ---- 13.0 ---- ---- 13.0 1.04 8.7 ---- 13.0 1.04 8.7 _._DATE: 11/2/2018'.S::\2017\31586\CALC\2976.rdf Page 3- 150 20 0.874 10.0 ---- 13.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 18 19 42.50 ---- 13.0 ---- ---- -6.3 1.05 8.7 ---- -12.3 3.61 8.7 `15.0 21 0.674 0..0 ---- 13.0 ---- ---- --0.02 0.00 9.7 ---- -0.09 0:00 12.3 19 21 2.00 L ---- 13.0 1 ---- ---- -6.3 0.15 9.7 ---- -12.3 0.51 12.3 150 22 0.874 4.0 ---- 11.0 ---- ---- -0.02 0.87 10.7 ---- -0.09 0.87 13.6 20 22 7.50 L ---- 11.0 ---- ---- -6.3 0.28 10.7 ---- -12.3 0.98 13.6 150 23 0.874 4.0 ---- 11.0 ---- ---- -0.02 0.00 11.0 ---- -0.09 0.00 14.6 21 23 5.00 LB ---- 11.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 14.6 150 24 0.874 7.0 ---- 11.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 14.6 22 23 17.50 BR ---- 11.0 ---- ---- -6.3 0.53 11.0 ---- -12.3 1.83 14.6 150 25 0.874 4.0 ---- 11.0 ---- ---- -0.02 0.00 11.5 ---- -0.09 0.00 16.5 23 25 8.50 B ---- 11.0 ---- ---- -0.8 0.01 11.5 ---- -1.0 0.01 16.5 150 26 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.87 10.7 ---- 0.00 0.87 15.6 24 26 2.00 L ---- 13.0 ----- ---- -0.8 0.00 10.7 ---- -1.0 0.01 15.6 150 27 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.00 10.7 ---- 0.00 0.00 15.6 25 27 25.00 LB4R ---- 13.0 ---- ---- -0.B 0.02 10.7 ---- -1.0 0.03 15.6 150 16 0.874 11.0 ---- 13.0 ---- ---- 0.00 0.00 10.7 ---- 0.00 0.00 15.6 26 25 29.50 B4R ---- 11.0 ---- ---- -5.5 0.70 11.5 ---- -11.3 2.64 16.5 150 28 0.874 7.0 ---- 11.0 ---- ---- -0.02 0.00 12.2 ---- -0.07 0.00 19.1 27 28 1.00 L ---- 11.0 ---- ---- -5.5 0.10 12.2 ---- -11.3 0.36 19.1 150 29 0.874 4.0 ---- 10.0 ---- ---- -0.02 0.43 12.8 ---- -0.07 0.43 19.9 28 29 26.50 L3B3R ---- 10.0 ----- ---- -5.5 0.82 12.8 ---- -11.3 3.08 19.9 150 11 0.874 16.0 ---- 10.0 ---- ---- -0.02 0.00 13.6 ---- -0.07 0.00 23.0 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z -.DATE: 1�/2/2018 S:\2017\31586\CALC\2976.rdf Page74 The maximum velocity of water flow occurs in pipe 2 at 7.43 ft/s with 1 sprinkler flowing! The maximum velocity of water flow occurs in pipe 8 at 14.28 ft/s with 2 sprinklers flowing. i PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.8.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.17 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.19 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 56.2 psi and a 7 minute flow of 222 gal, and a 10 minute flow of 317.0 gallons. The minimum pressure at any node is 7.6 psi at node 20. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 11/2/2018 S:\2017\31566\CALC\2976.rdf i - Page 5 I I WATER SUPPLY CURVE 75. 67.! P 60.1 R E 52 . S S 45.( U R 37. E 30.( P 22.! S T 15.0 7.5 an 04 8 12 16 20 24 26 32 36 40 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 18.0 gpm 74.5 psi @ 31.7 gpm B = Required Water Supply D = Required Water Supply 32.7 psi @ 16.0 gpm 56.2 psi @ 31.7 gpm DATE: 11,/2/2018 -S: \2017\3-1586\CALC\2976..rdf Page 1 FIRE SPRINKLER -SYSTEMS 705 E. HARRISON,,SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 2976 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 11/2/2018 File No: 31586 Data File Name: 2976.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 F1 Concj.Pend.(20x2O) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi. Resid: 67.3 psi Flow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 24 25.0 74.5 52.7 1 20.0 18.0 24 25.0 74.5 52.8 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: ;1'1/2/2018 S:\2.017\3-15.86\CALC\2976.rdf Page 2 - - RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ------ 25.0 6.05 52.7 ---- 25.0 6.06 52.8 150 101 0.995 6.0 ---- -2.0 ---- ----- 0.17 0.00 46.7 ---- 0.17 0.00 46.7 2 101 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 46.7 ---- 25.0 0.17 46.7 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.17 0.00 42.5 ---- 0.17 0.00 42.5 3 102 70.00 3L ---- -2.0 ---- ----- 25.0 3.45 42.5 ---- 25.0 3.45 42.5 150 103 1.360 24.0 ---- -2.0 ---- ----- 0.04 0.00 39.1 ---- 0.04 0.00 39.1 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 39.1 ---- 25.0 0.37 39.1 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 37.0 5 0.05 1.73 37.0 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 37.0 5 20.0 '0.48 37.0 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 35.6 ---- 0.07 0.87 35.6 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 35.6 ---- 20.0 0.07 35.6 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 32.6 ---- 0.07 0.00 32.6 7 106 6.00 2L ---- 4.0 ---- ---- 20.0 1.09 32.6 ---- 20.0 1.09 32.6 150 10 1.101 10.0 ---- 10.0 ---- ---- 0.07 2.60 28.9 ---- 0.07 2.60 28.9 8 10 3.50 L ---- 10.0 ---- ---- 20.0 1.57 28.9 ----- 20.0 1.57 28.9 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.21 0.00 27.3 ---- 0.21 0.00 27.3 9 11 8.00 B ---- 10.0 ---- ---- 11.0 0.76 27.3 ---- 11.0 0.76 27.3 150 12 0.874 3.0 ---- 10.0 ---- ---- 0.07 0.00 26.5 ---- 0.07 0.00 26.6 10 12 1.00 L ---- 10.0 ---- ---- 11.0 0.35 26.5 ---- 11.0 0.35 26.6 150 13 0.874 4.0 ---- 11.0 ---- ---- 0.07 0.43 25.8 ---- 0.07 0.43 25.8 11 13 13.50 L2R ---- 11.0 ---- ---- 11.0 1.35 25.8 ---- 11.0 1.35 25.8 150 14 0.874 6.0 ---- 11.0 ---- ---- 0.07 0.00 24.4 ---- 0.07 0.00 24.4 12 14 2.00 L ---- 11.0 ---- ---- 11.0 0.41 24.4 ---- 11.0 0.41 24.4 150 15 0.874 4.0 ---- 13.0 ---- ---- 0.07 0.87 23.1 ---- 0.07 0.87 23.1 13 15 1.00 L ---- 13.0 --- ---- 11.0 0.35 23.1 ---- 11.0 0.35 23.1 150 16 0.874 4.0 ----- 13.0 ---- ---- 0.07 0.00 22.8 ---- 0.07 0.00 22.8 14 16 43.00 3L6R ---- 13.0 ---- ---- 6.1 1.42 22.6 ---- 6.1 1.42 22.8 150 17 0.874 18.0 ---- 13.0 ---- ---- 0.02 0.00 21.4 ---- 0.02 0.00 21.4 15 17 1.00 R ---- 13.0 ---- ---- 0.0 0.00 21.4 ---- 0.0 0.00 21.4 150 18 0.874 1.0 ---- 13.0 ---- ---- 0.00 0.00 21.4 ---- 0.00 0.00 21.4 16 17 10.00 B ---- 13.0 ---- ---- 6.1 0.30 21.4 ---- 6.1 0.30 21.4 150 19 0.874 3.0 ---- 13.0 ---- ---- 0.02 0.00 21.1 ---- 0.02 0.00 21.1 17 19 1.00 B7R ---- 13.0 ---- ---- 0.0 0.00 21.1 ---- 0.0 0.00 21.1 DATE: ' 11:/2/.201'8 S: \2017\31586\CALC\2976. rdf ; = "•' Page 3 150 20 0.874 10.0 ---- 13.0 ---- ---- 0.00 0.00 21.1 ---- 0.00 0,00 21.1 18 19 42.50 ---- 13.0 ---- ---- 6.1 0.99 21.1 ---- 6.1 0.99 21.1 150 21 0.874 0.0 ---- 13.0 ---- ---- 1.0.02 0.00 20.1 ---- 0.02 0.00 20:1 19 21 2.00 L ----• 13.0 ---- ---- 6.1 0.14 20.1 ---- 6.1 0.14 20.1 150 22 0.674 4.0 ----- 11.0 ---- ---- 0.02 0.87 20.8 ---- 0.02 0.87 20.8 20 22 7.50 L ---- 11.0 ---- ---- 6.1 0.27 20.8 ---- 6.1 0.27 20.8 150 23 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.00 20.5 ---- 0.02 0.00 20.5 21 23 5.00 LB ---- 11.0 ---- ---- 20.0 2.51 20.5 ---- 20.0 2.51 20.5 150 24 0.874 7.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 22 23 17.50 BR ---- 11.0 ---- ---- -13.9 2.30 20.5 ---- -13.9 2.30 20.5 150 25 0.874 4.0 ---- 11.0 ---- ---- -0.11 0.00 22.8 ---- -0.11 0.00 22.8 23 25 8.50 B ----- 11.0 ---- ---- -4.9 0.18 22.8 ---- -4.9 0.18 22.8 150 26 0.874 3.0 ---- 13.0 ---- ---- -0.02 0.87 22.2 ---- -0.02 0.87 22.2 24 26 2.00 L ----- 13.0 ---- ---- -4.9 0.09 22.2 ---- -4.9 0.09 22.2 150 27 0.874 4.0 ---- 13.0 --------.-0.02 0.00 22.2 ---- -0.02 0.00 22.2 25 27 25.00 LB4R ----- 13,0 ---- ---- -4.9 0.55 22.2 ---- -4.9 0.55 22.2 150 16 0.874 11.0 ---- 13.0 ---- ---- -0.02 0.00 22.8 ---- -0.02 0.00 22.8 26 25 29.50 B4R ----- 11.0 ---- ---- -9.0 1.75 22.8 ---- -9.0 1.75 22.8 150 28 0.874 7.0 ---- 11.0 ---- ---- -0.05 0.00 24.6 --- -0.05 0.00 24.6 27 28 1.00 L -•---- 11.0 ---- ---- -9.0 0.24 24.6 ---- -9.0 0.24 24.6 150 29 0.874 4.0 ---- 10.0 ---- ---- -0.05 0.43 25.3 ---- -0.05 0.43 25.3 26 29 26.50 L3B3R ---- 10.0 ---- ---- -•9.0 2.04 25.3 ---- -9.0 2.04 25.3 150 11 0.874 16.0 ---- 10.0 ---- ----- -0.05 0.00 27.3 ---- -0.05 0.00 27.3 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z .DATE: 11/2/2018 S:\2017\31586\CALC\2976.rdf '-'"•Page 4 The maximum velocity of water flow occurs in pipe 21 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 21 at 10.70 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2,00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y 2 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.8.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.08 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.01 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 52.8 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 18.0 psi at node 24. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 11/2/2018 S:\2017\31586\CALL\2976.rdf page 5 WATER SUPPLY CURVE 75. 67. P 60. R E 52 .! S S 45.I U R 37.! E 7.5 0.0 04 6 12 16 20 24 28 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 25.0 gpm 74.5 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 52.7 psi @ 25.0 gpm 52.8 psi @ 25.0 gpm 40 DATE: 11/2/2018 S:\2017,\•31586\CALC\2976_ALT.rdf Page I FIRE SPRINKLER SYSTEMS 705 E. HARRISON,`SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 2976 ALT. 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 11/2/2018 File No: 31586 Data File Name: 2976 ALT.rdf SPRINKLER SPACING 196.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 14.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 7.0 ft. SPRINKLER SPECIFICATIONS Mfr: Senju Descr: SS8261 Pend.RC-RES(14xl4) K=3.70 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=3.61 (Incl. I Tee) 0.0 ft. x 0.874 in. Arm -Over: K=3.59 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND NO.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 10.0 7.7 20 15.0 74.5 34.6 2 10.0 7.7 20 25.1 74.5 49.2 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 3:1/2'/2018 S:\2017\•3`1596\CALC\2976 ALT.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * ; FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * } P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI) -(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 15.0 2.36 34.6 ---- 25.1 6.09 49.2 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.07 0.00 32.2 ----- 0.17 0.00 43.1 2 101 1.00 -9.5 -2.0 ---- ---- 15.0 0.27 32.2 ---- 25.1 0.69 43.1 150 102 0.745 0.0 ----- -2.0 ---- ---- 0.27 0.00 22.5 ---- 0.69 0.00 32.9 3 102 70.00 3L ---- -2.0 ---- ---- 15.0 1.34 22.5 ---- 25.1 3.48 32.9 150 103 1.360 24.0 -- - -2.0 ---- ---- 0.01 0.00 21.1 ---- 0.04 0.00 29.4 4 103 4.00 LG ---- -2.0 ---- ---- 15.0 0.14 21.1 ---- 25.1 0.37 29.4 150 104 1.265 3.0 ---- 2.0 -5 5 0.02 1.73 19.3 5 0.05 1.73 27.3 5 104 2.00 L ----- 2.0 -5 5 10.0 0.13 19.3 5 20.1 0.48 27.3 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.02 0.87 18.3 ---- 0.07 0.87 26.0 6 105 1.00 -3.0 4.0 ---- ---- 10.0 0.02 18.3 ---- 20.1 0.07 26.0 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.02 0.00 15.2 ---- 0.07 0.00 22.9 7 106 6.00 2L ---- 4.0 ---- ---- 10.0 0.30 15.2 ----- 20.1 1.10 22.9 150 10 1.101 10.0 ---- 10.0 ---- ---- 0.02 2.60 12.3 ----- 0.07 2.60 19.2 8 10 3.50 L ---- 10.0 ---- ---- 10.0 0.44 12.3 ---- 20.1 1.59 19.2 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.06 0.00 11.9 ---- 0.21 0.00 17.6 9 11 8.00 B ---- 10.0 ---- ---- 5.8 0.23 11.9 ---- 11.6 0.84 17.6 150 12 0.874 3.0 ---- 10.0 ---- ---- 0.02 0.00 11.7 ---- 0.06 0.00 16.8 10 12 1.00 L ---- 10.0 ---- ---- 5.8 0.10 11.7 ---- 11.6 0.38 16.6 150 13 0.874 4.0 ----- 11.0 ---- ---- 0.02 0.43 11.1 ---- 0.08 0.43 15.9 11 13 13.50 L2R ---- 11.0 ---- ----- 5.8 0.41 11.1 - -- 11.6 1.49 15.9 150 14 0.874 6.0 ---- 11.0 ---- ----- 0.02 0.00 10.7 ---- 0.08 0.00 14.5 12 14 2.00 L ---- 11.0 ---- ---- 5.8 0.13 10.7 ---- 11.6 0.46 14.5 150 15 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 9.7 ---- 0.08 0.87 13.1 13 15 1.00 L ---- 13.0 ---- ---- 5.8 0.10 9.7 ---- 11.6 0.38 13.1 150 16 0.874 4.0 ----- 13.0 ---- ----- 0.02 0.00 9.6 ---- 0.08 0.00 12.7 14 16 44.00 5L6R ---- 13.0 ---- ----- 5.0 1.12 9.6 ----- 10.5 4.45 12.7 150 17 0.874 26.0 ---- 13.0 ---- ---- 0.02 0.00 8.5 ---- 0.06 0.00 8.3 15 17 3.00 LR ---- 13.0 ---- ---- 0.0 0.00 6.5 ---- 10.1 0.47 8.3 150 18 0.874 5.0 ---- 13.0 3.61 ---- 0.00 0.00 8.5 10.1 0.06 0.00 7.8 16 17 10.50 B ---- 13.0 ---- ---- 5.0 0.22 8.5 ---- 0.4 0.00 8.3 150 19 0.874 3.0 ---- 13.0 ---- ---- 0.02 0.00 8.3 ---- 0.00 0.00 8.3 17 19 1.00 B7R ---- 13.0 ---- ---- 10.0 0.64 8.3 ---- 10.0 0.64 8.3 ,_,z-DATE: 9 11/2/2018:S:\2017\31586\CALC\2976 ALT.rdf age='3 150 20 0.874 10.0 ---- 13.0 3.61 10.0 0.06 0.00 7.7 10.0 0.06 0.00 7.7 18 19 42.50 ---- 13.0 ---- ---- -5.0 0.69 6.3 ---- -9.6 2.29 8.3 150 21 0.874 0.0 ---- 13.0 --------'-0.02 0.00 9.0 ---- -0.05 0.00 10.6 19 21 2.00 L ---- 13.0 ---- ---- -5.0 0.10 9.0 - - -9.6 0.32 10.6 150 22 0.874 4.0 ---- 11.0 ---- ---- -0.02 0.87 9.9 ---- -0.05 0.87 11.8 20 22 7.50 L ---- 11.0 ---- ---- -5.0 0.19 9.9 ---- -9.6 0.62 11.8 150 23 0.874 4.0 ---- 11.0 ----- ---- -0.02 0.00 10.1 ---- -0.05 0.00 12.4 21 23 5.00 LB ---- 11.0 ---- ---- 0.0 0.00 10.1 ---- 0.0 0.00 12.4 150 24 0.874 7.0 ---- 11.0 ---- ---- 0.00 0.00 10.1 ---- 0.00 0.00 12.4 22 23 17.50 BR ---- 11.0 ----- ---- -5.0 0.35 10.1 ---- -9.6 1.16 12.4 150 25 0.874 4.0 ---- 11.0 ---- ---- -0.02 0.00 10.5 ---- -0.05 0.00 13.6 23 25 8.50 B ---- 11.0 ---- -_-- -0.8 0.01 10.5 ---- -1.1 0.01 13.6 150 26 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.87 9.6 ---- 0.00 0.87 12.7 24 26 2.00 L ---- 13.0 ---- ---- -0.8 0.00 9.6 ---- -1.1 0.01 12.7 150 27 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.00 9.6 ---- 0.00 0.00 12.7 25 27 25.00 LB4R ----- 13.0 ---- ---- -0.8 0.02 9.6 ---- -1.1 0.04 12.7 150 16 0.874 11.0 ---- 13.0 ---- ---- 0.00 0.00 9.6 ---- 0.00 0.00 12.7 26 25 29.50 B4R ---- 11.0 ---- ---- -4.2 0.43 10.5 ---- -8.5 1.57 13.6 150 28 0.874 7.0 ---- 11.0 ---- ----- -0.01 0.00 10.9 ---- -0.04 0.00 15.1 27 26 1.00 L ---- 11.0 ---- ----- -4.2 0.06 10.9 ---- -8.5 0.22 15.1 150 29 0.874 4.0 ---- 10.0 ---- ----- -0.01 0.43 11.4 ---- -0.04 0.43 15.8 28 29 26.50 L3B3R ---- 10.0 ---- ---- -4.2 0.51 11.4 ---- -8.5 1.83 15.8 150 11 0.874 16.0 ---- 10.0 ---- ---- -0.01 0.00 11.9 ---- -0.04 0.00 17.6 Legend: P - Pipe # DIA - Pipe Diameter E¢V. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z DATE: 11f2/2018 S:\2017\31586\CALL\2976 ALT.rdf ='- Page-4 The maximum velocity of water flow occurs in pipe 2 at 11.04 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.48 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.745 0.00 1.00 3.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL. PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B. R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatV1v X Y Z 1.360 2.00 6.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.8.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.02 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.14 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 49.2 psi and a 7 minute flow of 176 gal. and a 10 minute flow of 251.1 gallons. The minimum pressure at any node is 7.7 psi at node 20. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 11/2/2018 S:\2017\31586\CALC\2976ALT..rdf - Page 5 WATER SUPPLY CURVE 75 67.! P 60.1 R E 52 .! S S 45.1 U R 37. E ( 30.( P 22.E S I 7.5 0.0 04 8 12 16 20 24 28 12 �s FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 15.0 gpm 74.5 psi @ 25.1 gpm B = Required Water Supply D = Required water Supply 34.6 psi @ 15.0 gpm 49.2 psi @ 25.1 gpm 40 DATE: 13f2/2018:.S::\-2017\31586-\CAL;C\2976`ALT.rdf Page 1 FIRE SPRINKLER'SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 2976 ALT. 101. TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 11/2/2018 File No: 31586 Data File Name: 2976 ALT.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend.(20x2O) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Intl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi Flow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 24 25.0 74.5 58.8 1 20.0 18.0 24 25.0 74.5 58.8 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: _ 11/2/2018-S.'\2017\31586\CALC\2976 ALT. rdf Page '2 -- :... , RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD P ## END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100,30.00 BG ---- -2.0 SRCE ---- 25.0 6.06 58.8 ---- 25.0 6.06 58.8 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 52.8 ---- 0.17 0.00 52.8 2 101 1.00 -9.5 -2.0 ---- ---- 25.0 0.69 52.8 ---- 25.0 0.69 52.8 150 102 0.745 0.0 ----- -2.0 ---- ----- 0.69 0.00 42.6 ---- 0.69 0.00 42.6 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 42.6 ---- 25.0 3.45 42.6 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 39.1 ---- 0.04 0.00 39.1 4 103 4.00 LG ---- -2.0 ---- ----- 25.0 0.37 39.1 ---- 25.0 0.37 39.1 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 37.0 5 0.05 1.73 37.0 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 37.0 5 20.0 0.48 37.0 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 35.7 ---- 0.07 0.87 35.7 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 35.7 ---- 20.0 0.07 35.7 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 32.6 ---- 0.07 0.00 32.6 7 106 6.00 2L ---- 4.0 ---- ---- 20.0 1.09 32.6 ---- 20.0 1.09 32.6 150 10 1.101 10.0 ---- 10.0 ---- ---- 0.07 2.60 28.9 ---- 0.07 2.60 28.9 8 10 3.50 L ------ 10.0 ---- ---- 20.0 1.57 28.9 ---- 20.0 1.57 28.9 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.21 0.00 27.3 ---- 0.21 0.00 27.3 9 11 6.00 B ---- 10.0 ---- ---- 11.0 0.76 27.3 ---- 11.0 0.76 27.3 150 12 0.874 3.0 ---- 10.0 ---- ---- 0.07 0.00 26.6 ---- 0.07 0.00 26.6 10 12 1.00 L ---- 10.0 ---- ---- 11.0 0.34 26.6 ---- 11.0 0.34 26.6 150 13 0.874 4.0 ---- 11.0 ---- ---- 0.07 0.43 25.8 ---- 0.07 0.43 25.8 11 13 13.50 L2R ---- 11.0 ---- ---- 11.0 1.34 25.8 ---- 11.0 1.34 25.8 150 14 0.874 6.0 ---- 11.0 ---- ---- 0.07 0.00 24.5 ---- 0.07 0.00 24.5 12 14 2.00 L ---- 11.0 ---- ---- 11.0 0.41 24.5 ---- 11.0 0.41 24.5 150 15 0.874 4.0 ---- 13.0 ---- ---- 0.07 0.87 23.2 ---- 0.07 0.87 23.2 13 15 1.00 L ---- 13.0 ---- ---- 11.0 0.34 23.2 ---- 11.0 0.34 23.2 150 16 0.874 4.0 ---- 13.0 ---- ---- 0.07 0.00 22.8 ---- 0.07 0.00 22.8 14 16 44.00 5LGR ---- 13.0 ---- ---- 6.0 1.56 22.8 ----- 6.0 1.56 22.8 150 17 0.874 26.0 ---- 13.0 ---- ---- 0.02 0.00 21.3 ---- 0.02 0.00 21.3 15 17 3.00 LR ---- 13.0 ---- ---- 0.0 0.00 21.3 ---- 0.0 0.00 21.3 150 18 0.874 5.0 ---- 13.0 ---- ---- 0.00 0.00 21.3 ---- 0.00 0.00 21.3 16 17 10.50 B ---- 13.0 ---- ---- 6.0 0.30 21.3 ---- 6.0 0.30 21.3 150 19 0.874 3.0 ---- 13.0 ---- ---- 0.02 0.00 21.0 ---- 0.02 0.00 21.0 17 19 1.00 B7R ---- 13.0 ---- ---- 0.0 0.00 21.0 ---- 0.0 0.00 21.0 DATE::' -11-/2/2018 S:\2017\31586\CALC\2976_ALT.rdf .�~:.. Page 3­1:, ' 150 20 0.674 10.0 ---- 13.0 ---- ---- 0.00 0.00 21.0 ---- 0.00 0.00 21.0 18 19 42.50 ---- 13.0 ---- ---- 6.0 0.95 21.0 ---- 6.0 0.95 21.0 150 21 0.874 0.0 ---- 13.0 ---- ---- 0.02 0.00 20.0 ---- 0.02 0.00 20.0 19 21 2.00 L ---- 13.0 ---- ---- 6.0 0.13 20.0 ---- 6.0 0.13 20.0 150 22 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.87 20.8 ---- 0.02 0.67 20.8 20 22 7.50 L ---- 11.0 ---- ---- 6.0 0.26 20.8 ---- 6.0 0.26 20.8 150 23 0.874 4.0 ---- 11.0 ---- ---- 0•.02 0.00 20.5 ---- 0.02 0.00 20.5 21 23 5.00 LB ---- 11.0 ---- ---- 20.0 2.51 20.5 ---- 20.0 2.51 20.5 150 24 0.874 7.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 22 23 17.50 BR ----- 11.0 ---- ---- -14.0 2.34 20.5 ---- -14.0 2.34 20.5 150 25 0.874 4.0 ---- 11.0 ---- ---- -0.11 0.00 22.9 ---- -0.11 0.00 22.9 23 25 8.50 B ---- 11.0 ---- ---- -5.0 0.16 22.9 ---- -5.0 0.18 22.9 150 26 0.874 3.0 ---- 13.0 ---- ---- -0.02 0.87 22.2 ---- -0.02 0.87 22.2 24 26 2.00 L ---- 13.0 ---- ---- -5.0 0.10 22.2 ---- -5.0 0.10 22.2 150 27 0.874 4.0 ---- 13.0 ---- ---- -0.02 0.00 22.3 ---- -0.02 0.00 22.3 25 27 25.00 LB4R ---- 13.0 ---- ---- -5.0 0.58 22.3 ---- -5.0 0.58 22.3 150 16 0.874 11.0 ---- 13.0 ---- ---- -0.02 0.00 22.8 --- -0.02 0.00 22.8 26 25 29.50 B4R ---- 1.1.0 ---- ---- -9.0 1.76 22.9 ---- -9.0 1.76 22.9 150 28 0.874 7.0 ---- 11.0 ---- ---- -0.05 0.00 24.6 ---- -0.05 0.00 24.6 27 28 1.00 L ---- 11.0 ---- ---- -9.0 0.24 24.6 ---- -9.0 0.24 24.6 150 29 0.874 4.0 ---- 10.0 ---- ---- -0.05 0.43 25.3 ---- -0.05 0.43 25.3 28 29 26.50 L3B3R ---- 10.0 ---- ---- -9.0 2.05 25.3 ---- -9.0 2.05 25.3 150 11 0.874 16.0 ---- 10.0 ---- ---- -0.05 0.00 27.3 ---- -0.05 0.00 27.3 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, 2 DATE: 11/2/2018 S:\2017\31586\CALC\2976_ALT.rdf. Page 4 The maximum velocity of water flow occurs -in pipe 2 at 18.40 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinklers flowing. ' PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.745 0.00 1.00 3.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.8.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.01 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.02 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 58.8 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 18.0 psi at node 24. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 11/2/2018 S:\2017\31586\CALL\2976 ALT.rdf Page 5 75. 67.! P 60.1 R E 52.! S S 45 . U R 37.° E 30.0 ( P 22.E S 7.5 0.0 WATER SUPPLY CURVE 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 25.0 gpm 74.5 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 58.8 psi @ 25.0 gpm 58.8 psi @ 25.0 gpm City of La Quinta Resign and QTampiment Department (2a LiL 78-495 Cahe Tampico La Quinta, CA 92253 Telephone: (760)777-7125 Fax: (760)777-1233 www,la-quinta.org 4 ✓ w, Riverside County Fire Department Riverside Office 2300 Market Street, Ste, 150 Riverside, CA 92501 (951)955-4777 FIRE REVIEW APPLICATION 0 NEW B TENANT IMPROVEMENT f 04ftwlaw &0 PERMIT No FSS-2017-0037 PROJECT INFORMATION (Please Print) Project Name. GRIFFIN RANCH / TRACT 328791 PLAN TYPE 1 Sign: Site Address: MASTER PLAN 1 (AS -BUILT) Pr' i1 • .1 I IP" City & Zip: LA QUINTA, CA 92253 Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Deportment serves as the City's fire department, and the County designee serves as the City's fire chief. Applicant recognizes this contracted arrangement and shall comply with County Fire department directions. APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: 8 Some as Applicant info Applicant Name: FIRE SPRINKLER SYSTEMS Contractor#: 684600 Contact Person: JAMIE BISHIP contact Person: JAMIE BISHIP Mailing Address: 705 HARRISON ST. # 200 Mailing Address: 705 E. HARRISON ST. #200 City & Zip: CORONA, CA 92879 city & Zip: CORONA, CA 92879 Phone Number: 951-272-2522 rc, Phone Number: 951-272-2522 rax Email: Email: A. APPLICATION TYPE FIRE SPRINKLER SYSTEM SUPRESSION SYSTEM ❑ NEW COMMERCIAL/INDUSTRIAL ------------ ❑ HOOD & DUCT $405 ❑ 0-35,000 SQ FT $639 ❑ SPRAY BOOTH $795 ❑ 35,001-75,000 SQ FT $756 ❑ CELL SITE $795 ❑ 75,001-120,000 SQ FT $9S1 ❑ OTHER SUPRESSION SYSTEM $795 ❑ 120,001 AND UP $1185 MISC ❑ TI COMMERCIAL/INDUSTRIAL $405 ❑ HAZMAT $327 RESIDENTIAL - 1 DWELLING UNIT $405 ❑ HIGH PILE RACK STORAGE $327 El RESIDENTIAL - (EA) ADDITIONAL x $171 ❑ NEW COMMERCIAL -- U/G WATER $483 © MULTI -FAMILY Q OR MORE) $561 ❑ FIRE FLOW REPORT $327 FIRE ALARM SYSTEM ❑ TECHNICAL REPORT RESEARCH HOURLY @ $156/HR ❑ COMMERCIAL - SPRINKLER MONITORING $405 ❑ SPECIAL INSPECTION $161 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1092 ❑ FIRE PUMPS $639 FIRE ALARM SYSTEM ❑ STANDPIPE SYSTEMS $561 ❑ COMMERCIAL -- SPRINKLER MONITORING $405 ❑ WATER TANKS $390 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1092 STORAGE TANKS ❑ DISPENSERS ONLY HOURLY @ $15e/HR ❑ ABOVEGROUND HOURLY @ $156/HR tarn appucaoon type inauaes a iecnnoiogy tnnancement rees5 a Keccras management ree 51U