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FCMP2019-0004 Andalusia Plan 23, 25 & 26a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2019-0004 MoFT�- Description: ANDALUSIA / MASTER PLAN TYPE / PLAN TYPE 23, 25, 26 Status: CORRECTIONS REQUIRED Type: FIRE CONSTRUCTION MASTER PLAN Status Date: 7/9/2019 Subtype: FIRE SPRINKLER MASTER PLAN Applied: 7/9/2019 Address: 59000 MADISON ST Approved: City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: Unable to Add/Edit Fire Fees to charge the 90 - minute Plan Review time. ADDITIONAL SI Pr DAYS REVIEWS III ACTIONS INSPECTIONS CONDITIONS ael L, • Kele, CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOLAN SPARKS CALLED TO FOLLOW UP ON THE MASTER PLAN SUBMITTALS FOR PLAN TYPES 21, 22, 23, 24, 25 & 26. 1 INFORMED HIM THAT THERE WERE CORRECTIONS REQUIRED AND SYMON'S FIRE HAD BEEN NOTIFIED. HE REQUESTED NOTE KAYLI ALFORD 8/1/2019 8/1/2019 THAT I CONTACT SYMON'S FIRE TO FOLLOW UP. CALLED SYMON'S FIRE AND LEFT A VOICEMAIL FOR ANGELA LETTING HER KNOW THAT THE SUBMITTALS WERE RETURNED WITH CORRECTIONS. NOLAN SPARKS CALLED AND ASKED FOR AN UPDATE ON THE SUBMITTALS BECAUSE HE HAD NOT HEARD ANYTHING FROM SYMON'S. I INFORMED HIM I LEFT A VOICEMAIL FOR ANGELA NOTE KAYLI ALFORD 8/5/2019 8/5/2019 AND HAD NOT HEARD BACK. HE IS VERY ANXIOUS TO RECEIVE THE PLANS DUE TO SOME OF HIS JOBS BEING HELD UP. I EMAILED HIM A LIST OF EACH PLAN TYPE AND ASSOCIATED PERMIT NUMBER AND INFORMED HIM THEY ALL HAVE CORRECTIONS REQUIRED. Printed: Wednesday, February 15, 2023 3:27:16 PM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2019-0004 MoFT�- SYMON'S PROVIDED A LETTER AUTHORIZING NOLAN TO PICK NOTE KAYLI ALFORD 8/6/2019 8/6/2019 UP PLANS AND PAY FOR PERMITS. NOLAN CALLED AND STATED HE WOULD BE IN TODAY TO PICK UP PLANS. CONDITION NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 angela@SymonsFP.co m BILL TO SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 angela@SymonsFP.co m CONTRACTOR SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 angela@SymonsFP.co m OWNER T D DESERT DEV 81570 CARBONERAS LA QUINTA I CA 0 CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 1.5 $240.00 $240.00 1/29/20 R58834 883962 CREDIT nolan sparks AHI CARD Total Paid for FIRE FEES: $240.00 $240.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 1/29/20 R58834 883962 CREDIT nolan sparks AHI CARD MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 1/29/20 R58834 883962 CREDIT nolan sparks AHI ENHANCEMENT FEE CARD Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 INSPECTION TYPE I INSPECTOR I SCHEDULED I COMPLETED I RESULT REMARKS NOTES Printed: Wednesday, February 15, 2023 3:27:16 PM 2 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2019-0004 MoFT�- DATE I DATE RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST FIRE (2WK) KOHL 7/8/2019 7/22/2019 7/24/2019 REVISIONS REQUIRED See correction letter in Attachments HETRICK 1ST PERMIT PERMIT TECH 7/9/2019 7/10/2019 7/9/2019 COMPLETE KA - Complete TECHNICIAN (1DAY) BUCKET Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/28/2021 JOSE DELGADO FIRE REVIEW FIRE REVIEW 0 APPLICATION.pdf APPLICATION.pdf CORRECTION NEEDED CORRECTION NEEDED DOC 10/28/2021 JOSE DELGADO HYDRAULIC CALCS PLAN HYDRAULIC CALCS PLAN 0 23.pdf 23.pdf CORRECTION NEEDED CORRECTION NEEDED DOC 10/28/2021 JOSE DELGADO HYDRAULIC CALCS PLAN HYDRAULIC CALCS PLAN 0 25.pdf 25.pdf CORRECTION NEEDED CORRECTION NEEDED DOC 10/28/2021 JOSE DELGADO HYDRAULIC CALCS PLAN HYDRAULIC CALCS PLAN 0 26.pdf 26.pdf CORRECTIONS NEEDED CORRECTIONS NEEDED DOC 10/28/2021 JOSE DELGADO FCMP2019-0004 FCMP2019-0004 0 PLANS.pdf PLANS.pdf Nolan Sparks Nolan Sparks DOC 8/7/2019 KAYLI ALFORD 0 Authorization Letter.pdf Authorization Letter.pdf FCMP2019-0004 - FCMP2019-0004 - DOC 7/24/2019 KOHL HETRICK ANDALUSIA - MASTER ANDALUSIA - MASTER 1 PLAN 23, 25 and 26 - PLAN 23, 25 and 26 - CORR.docx CORR.docx Printed: Wednesday, February 15, 2023 3:27:16 PM 3 of 3 CENTRALSOLIARE ELOolin 0016 May 2019 Model RFC Series Residential Sprinklers Flat Ci mcaatad Pandenl oULus LJstad Features • cuLu& Ltg ed as Residential SprnkWr5 • PUel-pn 47ver dide Irazillatlon • Lan' wafer flow requlrsrrlenia Product Descrlptlon loo :e; RFC Sdnas rHsidr3nilal sprinklars aril fiat sonar plalg, carsCdcted pendent 9prinkiers Intended for Inattitl&on En Modes RFCaoa flFC30L.L avcandartce with KFPA la, NFPA 13R, or NFPA 13D, Tina sprinklels are cULus Llsisd as RQeldeniFal Sprinklers in ac• cardanco wNh UI_ 1626, in addition, Modal AFCLL Series sprinklers tare cULu:5 Certified rof Health Effects to NSf�iA msl alAnClwl 31 Annex Q ILL[ and Austra7an WalerMads r,56Fhed [WMCS) Modal E r-C sphTlkiare have a 1651F 1741CI 1er11perawra rated fusitAe-link operalrng elanneW. Mpd51 RF7C43, FtFCrl9, FtFC53, and d9FG76 9prinWers and offered with ether a t ES°F (70G) or 212'F 1100'C) temperature raged fusible Ilm vper- Ming 61gramml. SprinMEKs with a 1651F J741C) d4 mpBlatura Mosel RFQ4$ 8 F1FCAXL retina are lardinary iamoarnturn r €rRstIOC nAinn ant are lmlh.l ra- use with e. 1351F (57°Cl temperature rated mver p1a1B. Sprinklers with a F12'F 1107C) iempendunb rating are inter- mmilaoa temperature Qlass fi9HtiDn and are ll&wd for use with a JB5'F 174 Cl lempeteture rased cover pule. Model RFC Series sprinklers are Ingtalled wlth a Model RFC rover plate. Model 41FC cover pleles may be Installed by el- thrar pushing ur threading [tie cover plate Into the Wir"r ,up. Model RFC3G, RFC301-11-, RFCAa, RFC43LL, RFC49 and RFG49LL sprinklers alfbw 1 M' (13 mm4 of cover pleta 54ust• rnerTt. twloael Rf=C59 and RFC7� Wru,klere allow ;g4' (T9 mint Of COWr ON& adju$"61li. ModO RFC mvm plates are avbll- able in a variety of flRlshas as hated In TaWn H. rvlodol RFC43 8 RFC 4,.L-- MadolRFC88 Model AFC Cover P1ele Sprinkler hTadel Nominal K-Factor gpntlpsi'"'iVmtnlber"'4 Max, Coverage Area ft x fr (m x r") LIMIT" S, Apprvvats Sprinkler Identlftcatiorl Number (SIN} (Q: 14 x 14 (4,3 x 4,3) cLR-us RAD51 i F.Fi,3LnLL 3.9 (4,9; 14 x 14 (4,3 x 4_$I tULus, M. Wtrlf`S RA321 t Rf C l3 4.3_(62) 20 x :�a (6,1 x 6-1) rML1e RAb912 RFCa3LL 4,3 (i% 20 x 20 (15-1 x 6.T} cULua, LL• Ylf doS RA3212 RFG49 4.9 (71I 20 x 2a 41 )c 5.tj clAus FL4g618 RFrA9LL 4.9 (71 I PO x 2u (6,1 x 5.1) cULua. ILL VVMCs RA3215 R FC51T 5A fart I 23x 2D (6 1 x 13.1) r-ULkla RA0613 FLFC715 7,8 (109I 20 x 20 (6-1 x 6, T) (,UWE RA0618 eVLus: 4Lltms Lkled to Lkl 92$• RasldewHlel 9prknWm !Dr Fire PMJlectk7n Sen+,so. ILL oULus Certllad ror Health Eseo13 b "FIAW Standard a Arvtex G 1r4s9 than 0.25%Loan wing-tJ 1 WL1C8: Asah-alian Waterblark Car[IlledL wow rarahlaeprrrkleccvn TPchrd4ol Specirlc ova SFn llliuky Styli Flat conr>.ndad Pantlank p rru I Thrrede: WZ' NPT or 190 t-1 F1122 T vwurature Ratina Nominal K-Far-tor 4.0 r62 rrwgrlt) Ordslarye Matt_ Working Pressure; 175 pyi (12 Der) IWF (74`0I Epnreklar Min. Spusin4: 8 K (2A rot 1357 tb7TI 00,W plate w Material Spe4Hrcudons Inlermadetac Thermal sanior NiCkVI AII4y ScedW Link 212°F (iC0°r j * p,r;lslyr 1f1SF {78`1C,} cover Sprinkler Body' erase )db7y plate Lawors; flrnn;r•. A:by Yoke: Brass Ar,4 Cow MB14 Made) RFC late Sealing Aaaembly: Nldok Alloy Ydts PTFE ommr p Ladd $pram ©rdnrp AGOyr Towers: Ccpp x ANldy tlpdnlde•rTwFrencl! Pins; 519in,075 51441 MOWI FC tLv tIW41 wmi-ch-able cap} Oairwclon Bronze Alloy rd•rdel w3 (wlh wretch-ohln clpl 9oLtom Ve-W Cup; Steel Uidings and Awnava6 Cover Plata flnishas rUl-us LlsLed io uL 1620 (see Taule HJ tVLLA Cerblied irx Health Eflec#a td NSFJAN91 BLendard S1 knim p JAPCQUt, dnlyl W4mOmmrk Cwrrdlded 1RFC4366 only) Me" RFC43 & R FC48LL Sprhtklnr Compgnenta Rnd piitFenslor.1 �I_= 2-U 16' (s6 min I _- ThlwdaBody C.P TUW@C 1dN`(44 min} -f- we is mini Fuelnis L•rat rtarnlnar race of li lrg to W111% D"drdx (M!V4.d4d) :..rrs. WW {s rn \ll\�\V lr rrrfA FWI lee114ndoI - - - ❑altc�id<I�kb4rr�d1 - MMMI Arc Cover plate °.Y$r15' (&1 mm) Is. Cealrg Model FtFC43 & RFC43LL Sprirtklar llyclinmAic bendgn Criterlia - Minimum Flow and FAIPWawl PFOsnUM il Co,7rYge Area 0 Ordinary Tompil,ahlra Intermediate Teinparature Flaw 1717Etasura Flow Presgt,¢re ft. x IL x M) gprn , pal 01111111 psi -- U ni 5) J l [bar) _ 12 7 3 (her} 16'x IJ -(und" 12 7-$ 4:a x 4.0) (}r i0.54: 05] (0-54) 15 x 15 13 9-1 13 9.1 (4,9 x 4-9I (4% p.tLq) (49) 18 x i a 1 113 17.5 (5,5 x 5,5) (8s)- 20 x 20 21 23.8 (6,1 x 6.11 (79) (1-E4I - - POWs; 1. For NFPA 13 Gsetala§. ons ME lkrr, Aar apnnklar nxsl bethegreater cd- (1J Iha Rory IiaFed in 7"la C pt-Ne and (2] ihd RD* MquIred Io achieve a nvimunn -emIgn dwrteRyaf 0.1 gpmkq ft over the design area aI rtYe mHnkmer. 2. For cover4ge die e; ibmrsrilora Ws t w Ihoire rated Oove. u881he ft Wmum equlred rCiw ter the rtmi Iwger max cmwaw waa listed. Bun" 008 Prof 9 vily 8[53 wmrellahaspriiklarmm ALL COMPARTMENTS WITH ONE HEAD WILL BE BASED OIL 20' FT SPACING, ALL OTHER RWMS ARE BASED ON 15'PT SPACING. CALCULATIONS ARE BASED ON THE WORST CASE SCENARIO WHICH WOULD BE A 2 DEAD CALL ON 15'FT SPACING aultelln 135 May 2010 r D Madei F1 Res Series Glass Bulb Rel iableReskkMal Sprinklers - aULua Llalga Featddlres • c4JLu5 1 Residential 5prinklers • A.vatlpblr' in pandarrt and h4dm�intHl aidevraA wleniabws {; ' DuwreWa tiniphae avalligble- including receseed i390ufch- dome and o cnidal concealed caner platers r Product D&srAptitm f' Modal 'r 1 Ras SArkia apr]nklors are realdantiaA sprinkler5 with a 3 mm glees bulb oMrating elr3rriani- A variety of K-FACV" SS wail 96 ne,-MA9d and ddrdta =Celled Option& are available as detailed m this ButI6Un- The F1R93 SwIas vprinkoers we epeclally engInagrad for fast v h %erinel response to meat Me rscitw&yKdlfa of LJL 1t32 . They are dnlended :or InsWitatlon in accordance with NFPA t3, 13R, and 13D. The Model Flfias Serrea *Orinklars cL}Lu6 Lleled kBsstlantlsr &prinkdara aa Intended ror uu'a In aegerdanoa with NFPA 10, KFPA 13R, or i4FPA 13f], Tha Madol F1Res rasidonllal spnh- oetiigrT CriWria tables in thlo 9u11eun, For NFPA 13 applicavons, Wars arc cu" LJst8d tm use Ili OmAftntlal ocrdparlc:les and tree design density shall be a minfmuin of 0,1 gpmisf (4,1 min+ residential portions o1 any orcupancy, whero parmLtled soy min), trui in no case shall the flax and presaure The I5-sa than NITA 13. NFPA 139, or NFPA 13D, .ar NFPA OR end NFPA the minimum Flew and ptesaure specified In the Llslald Design 130 applications, the design flow and pr>;esura shall not be Criteria labk6g in this W111 sin. Model FiRMSOFiwigprirlklers are lees than theminimunn rich and pressure specrtted In the LlsLad IlsWd Ior use In wat pyslamg anty, R*skkntfsl Sonkle.r Summary swoder 1d0n"OdliOn Oft Will #C-Fack4r s11W114° Inafeaalidnovin*n6 MalL ntoo Arab WkgU NamimwMINl 14lmtbcf al NFrT4»' 1$OT l it xtlpy� FtPoes30 12511 Pendent 9.0f43) 1f2 11ondent Lq R%,rPbaed 1000fl 4.9x*9I FIRE�949 Pendent 4-971j 112 PenderrterRevsEEad 26x2d1C3.1xU) Misla TReE60 R3518 Rorideni 5-8(e4) 1(2 pentiarrtofRam9ew 21)A20[6,1X&1) FIREIS76 R#$19 Panders{ 7.6{lqo) W4 PdndwtorRndmssed 20x213(g,1x9L15 FlAsa:Io 0CP P4511 Mnd.brl 3.0(43) im Cortical Concealed or Romaaed 16 x 1414.5 x 4.41� FIRee49GCP R351G 'entleri 4-4f7i} il$ Cdrvw Copc*96e dr 20x20(d.1xr311 R�med P1F1e556i.w P R3513 P"Cfem 5.8[84) im Ga'kMCona gd ear im 2pxQola.l xdt} F1Rea7l3(--P R7i319 d'andenl 7.13ttag) 314 CoriiWQ 1G"edtr Roeesaed �x2JS1R1xs.SI F1 PM&M H$Ytr F135,11 HWtFgnLId ,S;UPW N1 4.4. [Pf 12 Heceewd 18 x 2014.0 x 5. T i F111t1644 5YdU R3581 Horlydntal EidOwalt 4A [W) 1 P2 owk;.&I ClIX16A91,011d 1 lJx 2]M.9 k 8,1 } Flf sS3 H&W R35$s Horlmntsl 9idowsa S-8 W) 1 r2 RBcamsd 10 x 200.9 x 9.1I F1Re5 SS F4�,YiC RA3633 Horixonwl EMowvs 6.8(94) 92 litampe0 14 x 89 KS x 7,91 µyrx. r a k e dr2e p n n k Ipr, p p m Teohnl,cal BpacAastlons rkiW& w 54yle: Pendent and f19c*aE&d Perdarrr ;see Tatter NI TNreedg: i+Z NA I qr 1$p1-iRtp2 Nomirwd K*FECtCr-:l.a {43 metrCI To,irparllrre Flglhlga 1r M- VYnrklna Pr -Lee: 175 psi (12 bbrr 165'FjWq 17VF i79'GI Mat4nai ;)I7401FrGatPn4 Thermal Semsor: 1 inn plEms bulb R4cessad @.wrAnchevrm - Swl,w" Framer 9raEs Al" F2 R4ceasetl Butler- C-7ppei-Allw, FV lZecassad' Sauteing .4se rnW. Nickel Aky wish FIFE LandScrHv: Bronm A11py Sprkrlkilw hrrenohde: -. "M , Uc1lcolgT; f AIW ,404al W2 VOW C3fd12 (Reces3ad) ' Modal FV Exwartchwns aro not for use In pdsihvely pressurized Ceiling plenums Modal F4Res3o Residential Pendem SprinklerCampcmenis and Instalietion DIFien%EDrL9 2-tf4'{57mfn1 ��• Fyne dimrrp Ui3.714' ,a ANeafd ` [4aM1 I CH rearrp � lw�(farr,nU Tkmda *l. 1AL` 1hmV written Feel Sesling Aaaernbly �- tl0Ei111 G11IN Eub [67rra+r 1-kV' (44�Yarr] N• Lord 5rT" oanrku L r t"1�, L -(32mrn- 2-7?•172 mmlkA�- t:eanpoiien## DallorFaiwu F2ain! R4Lasergsar16oa1tdhsan - __- Modal F1Ree3:0 Residential PendsFrt Sndriklsr Itvdrili l¢ DeRldn Ctforrlr #prtlrnwn Flow and RaNdoel Area ntre In Plat Plea SysimTHO MaxUripte CP erg#AYtr#° ROW Predifurrr Oslldaiar trF rt- x rt(m x rN gprnP-1 i'at(ItaHJ 0611NQ 12x12(31x-nL7) ${541 7,4(o,46} 1 IQ 4Iftifet {25 to 100 mm) 14x 1414.3x 439 100E too (0.70 15 k 1614,E a 4-0I 12 feral 15.011-11 76x is (4.9n4.91 1314% 19.811.3) Nam !. For riFPR i�3lna1n9otldc3 The l iyrr p� apr:nklarmuet tier Ilse gFealar oL (111he ilmY feted m heiehleadw,a or (2J the tloirr regWltad tc achlays a minin-.xn design den$iry al 0,1 9Cm1N-A It oYer ft dt Sw hmahl the Sowkkr. Q. For Caverao area d'e7ansk7 rn lasa than itro3e Hems awwa. imq ice rniMmm raqudiadilpwlgr the ne7d lWperfWL paveeWN area IiWeo. Bulletin $35 May 2mi3 A 10% RE.DUCT ION WAS TAKEN OFF FOR CALL PURPOSES. STATIC PRESSURE IS 97 PSI PEi� COACHELLA VALLEY WATER. SYSTEM WAS CALCULATED WITH 87.3 PSI. Page 2 d 11• rw.v,rtll:u7:N;,srir..lnr ^ex� � Page 1 of 6 IKJNG* � MIC fiOFidrSTY° [.I DEN + � • RESPONSE PENDENT SPRINKLER VK302 %5.6} The Viking Garparafinn, 240 N rdI iftrlrial Park Drive. Hastings fill 490SS Talephone; 26$r945.9501 Tochniral $arvlceeT 877-3$4-5464 Falct 269-E48_168U Email: lechsvcsQvlkfngrnrp.eem Visit the Viking websile for the latest eft -an of IHEs technical data gage: www.vlktnggvoupinc.com 1. DESCRIPTiON Iha Viking Micraf wl puck Response Pendant Sprinkler VK3D2 is asmall f xrmD- sensitivs glass bulb spray spdnJi�ar aye Ila ble with Various flttfshnllryd Umpwalure fallrlgs to meatdesigo requiramegrs. Tire spedal palyasler and Eiertrcles5 Nidltel PTFB () caatinga den pe used Inds �rati+feappilc�tfonsvrhsra oolorsare dsasired. In addition.ltrme mabitgs have been Im astogsted for Irtsla�tia 7 in con osn reliva atmoe- phes and we stadlapproved as corrosion resistant as I dlratea in the ApprgYpl Charts- (Note' FM Gtobal approves ENT ROO Rb cormlion rearalant FM Global has no approval diasslficatim for P*aelaroaatinga ascormsion r&!�istanL) 2, LISTINGS AND APPROVAL$ .Iw+ cULue LE6ied; Category vNIV 1 F7N Approved: Claw 5erle5 2000 VdS Approved: GenlScates G4140139 am G414R4 LPCS Approved [E CE Gortlflod; SEandwis EN 1225$-1:1999, A3;20 8 Cer9flinate of Cor5stancy of Feritwmance OB324PR-50G21 } CCCF Apprdvod: Approved by tMa GNrtri GarlfGastIr6n Center ror Fire Products (CCCF) Refer to Approval Chan 1 and gr1 Crilorla &!-Lfs Lisfmg raqulremenig, end refer laAppiraval Chart 2 dnd 4eelgrl Gdlarle for FM Agpravai requirements That must be fAawod, 3. TECHNICAL DATA Speciflcatlohp; Wnimam operating Pressure: 7 pal ((1-5 bar) RaWd to 175 psi (12 hart water woriktng pressure Factory lasted hydroWatiolly to rrflo psi (34.5 bar) Threbd s ze: 11T NPT, 15 mm 138E Nbaminal K-Factor. 5,4 U.S. (9@,6 metric-) Glass-hulb fluid tamparaiure rwbed to 45 'F (-qS 'C) Overall Lanpth: ZT14' C58 mmj 'eUL45 Wavig. FM Approval, and NFPA 13 "Raft require a Mir-wn of 7 per (11.3 barJ, the mlnimUm opmling prmura for tPC6 and CE ,4pipm,wh CLNLY Is 5 psi (OAS bar). Malarial Standards: Frame Casting; 54asS UN$-Ct1.44g6 ar QM Egress Qollevor. P#1csphor Rmflm UNs-051000i1r GoppeFrUNS-CI9600 Bplh: Ornoa. naminal 3 mm dliamater Bellevue Spring SeaI,ATg d,sserr,bly NidcatAlloy. coaled an bakh sides Mtn PTFE Tape Screw: Brays uttS-036000 Pip Cap and IneertAssembly Coppar UN5•C11004 antl slpinless Sleet UNS•SS04M E217.P52 y.00Wr coated $lrnWers &IleY19e Sprkng-i xposed Ba,1`6+nlle Spring -Exposed. Soma and Fipirpp • ENT plate4. Ordering Informa11ow (Aso refer k5 LI1e cutmilt Viking price Ikst.} Order* Quick Response Pendent Sptlnklers by first alddfr,g the appropriate wMK far the spriniJar fen[et1 4jn4 #ten ft appm ruts Suffdx for the LemperelUFe rplirrg I4 The spnrtklw bass pelt numban FlNVI Sumx: Brest = A. Carp e = F. WNte Polyester = M-M. Black Polyeater = M-5, and ENT - JN Tenlp*MlUre SON' 135 IF (57 -C) = A. 155 -F (68 -C I - B-175'F (n •C) = D. 200 `F (93 'C) = E, 285 'err (141 'G) = G For ex ample, sprinkler VK3{12 win, a grass i-rni5h and a 155'F (SH'C) Wrrtpwea ore rating s NFt M. 12N79A13 Avallatle Hnll&hes And TamgeFafure Ratings; Referto Tahoe T. Aumicaodea: {Also refer to The curnrni VlklrV pricy list.? Ftxm No_ F_t}33314 1B 6.36 Rev t6,9 Replaceg Form No, F 033314 RUY 16.2 (Addend PIN for CIF elpµditled sprfnklnr) I Page 4 915 LV MICROF#1E , + , RESPONSE 1�E�1oENT' PEN DEN NOUNG4 SPRINKLER ViC302 (K5.$) The Viking Corporation, 210 N industrlal Park Orlva. Hastio" Mt 49058 Telephane:269-945-9501 Teehaiclsl Sorvlces: R77-3"-5464 Fax. 269-91B-16Bo Itmall; tachavaa�vlklrtgrpTp,conl VISIt tho VFklny wplLptite for the latest ectlUnn pi this technical data page: 5Am.vWim@Vroupinc.c0m Aplplruv.I chart 1 ir1L1' -:T IY'-n9 JAff Qr etl QL11 k nni�ni k Hato Nomhvl 01 LI■U,.p end Appruvah' SPrl nklrr TI-W 51ar part SIN N •Ffctw t.enbh 13iefFr Ata41a D401gn CAWKJ Sb'I4 flumhrr' WT R&P U,8. n"Lie itches rmm aJLU4'! VdS lPC9 ' �. 1207% ik342 F'4rda i in 5a 66.E 3•tyd 6! ATL a1y,O2,C7:L Al A$LE1lY M7-C1Y 1WE* VK309 PON14nl5.0 86.a 2,1.4 59 +irr ON= yijaa2 PM.Awtin Se 50. Elk 64 Aiz 131Y, D2, CZX - - - - 1Iig31 t+1r20? Pit dens n 5.11 96.6 2,1A SA At5C, 151Y Al Al x, 61Y DlXrC'ri Dix, C.1Y" I- Appramo TErripenhln PlMirisa ApprWrd Flnlil ApPW-d EAC-O WA A- ii#'N [57'C} 160 T (64 `Cl, 770 -F t . 9raae, Mm n., MiAn K . $pnthod auiva-mounietl esoutcheor. urgne 2d6'F (W T, , 2M Y (141 -0) 91xk Pollee- IpM1'9 MImx xM&Model E. r R&Dm*&d Eamighdon a- 135 If (ST -C), Im `F (59 -0j. 173 IF ter°' Y-$WrdarG iL N9Wrnwlr•terJ Mq.irrhmn w0h- t7# `C), nerd 200 'P tg3'C} 2 - Fh4P VLing trio diets rred.I F• i AdJ-.hie E.L I0-i. err t caasa3 Will the VA lg 161- G • 156 IF 19BICJ. I f5 IF [79 'C}, and s- Chrome moAO Mudd E-1. E-2, rr E-2 RamdaWl Eawkhucr, 206'F CM -CT A - Slandam 9elrW*-ewwrf9d ei;cWCtww 4r IM b-135•FM11".1f5'FRs'C5.MT VldnahelprdA.&ModrFid,i-iAd*ko24-I wwr l87'C , t�il'F(.1 'C1 - Faaawtsa 'flare par, nanbef shnww Fu o4mplere part number_r0w to VUM"aa Err. pate scherNla. ' Limbic K-ladw raaafmmw7an1ehd,n Is Mien pressure is enmeumd In Car_whw preamm Ss rneamtred In Wa. dwltle 11xs metric K-McWr Virm%r by 10.0. `Thlt table ehro&. nie Ihrangs and approvals avallabk ar the lime ar prinanp. Other appfaWa finer he In emcees ' Lutdd by U,xdan fU0 Laborawrlaf Ire. Tx tract in Via U.$. and Canada ".ULus LJ%IM ax c6 rbtkd Frdaatarft .. Ou,er ]46r3 --aldilx ur rwruell'albl the came IJW6% end Awrdwale ab Do standard wkm ' CE Cerilriad, Shr hWd EN 12259:1. ECte116cete of oankMtY M52{PO-215M. " C£ tbrllned. Standard 5N 12259-1. EC arrinUVA6 a oanfanniN 5$32tPD-2061 and OM2•CFD2993. ' MED Corink d. 31r A" Et! 12259-t 11C-Ca R-utfil 6f cmikgrillLY fld32-Nall D33 antl o&43•MED41)(111 The Viking MicrdfB90 D,Jkl ResporM Panddnt SprlrTl W VK302 Is dJLtm Listed as Indicated in dwi Approval Chart for Installaton n i .CWrdarle. with the 4ate5t ed[lian of NFPA 13 for a mdand spray spdr&mrs. basignad far use RT Light End Ordinary occupanclea. The aptinklbr Imbin eliun inks obntalnrtd In NFPA 13 for standard spray oandan! tiprinklers must be fDllowed. IMPORTANT: Always rater to Bulletin Farm No. F_U91699 - Care and Handling of Spnnklem. Also refer to Form Na, IF 080614 for gancral rare, installation, and maintenance Information. Viking sprinklers are to be instalied in urcordarrce with the latest edltion of Viking ra3cInn Fcal data, the appmprliat9 standards of NFPA, LPCH. AP3ALD, VdS or other almllar arganlzmlons, and airs with the provisFans of gnverinmerltni codas, ordlnances, is Ind stan- dards, whanwar appl}cable, - - Pam No. F_o33314 16.06-30 Rev I 21 HARDENED H� KIIAP 5"F TFiR JQW 9CRLW IS FTiRNIshEI WITH THE l ANM AND 13 THE R&MMMM HER HEJD SELF SHFWIN4 WREW M"UN irAff TER SIZE AMEPTA9� 13 FUR%sHED will{ thff FLMaM AND 19 74 ri1MMiNM 7PASFENER N E i F Ftw rFHF3 HEX HEAD SELF TH4FADIHD SGIEW 15 fl- Mlshn hrrN 1HE NANGM AND tB 7NE KNIMUM FASTENER SME ACCEMAKE I O PQ an FASTE`HER 50R P TYPE wNGETr CPYC OGJKE FAIL 4R OW TYPE FtW= OPW 51141E FAMENOR SrW TYPE HMM F.91JRE 23 - CPVC NANGER I-IAUFRE 24 - CPVC IVANGER FIGURE 22 - CPVC HANGER CPVC PfPING APPLICATION PIPE SIZES dYe" MANGER SPACING 3/4 5 -6 1' 6r-D" 1 1 e lap - ' 1 1 ' T-0' 21 V-10w DANGER LOCATIONS ARE TO BE PLACED PER MANUFACTURERES SPECIFICATIONS fI Andialusia Country Club CORREMC)NS REQUIRED Riverside County Fire Department Cfffi e [)f Ifi i-- Ft B - I Kohl HetI These Plans aM spL'chzi flans awe WT approved ror prerrnlSS_ Refer to pW ajifI1 nts and iemer of vwix0i4iilt 181940 Andalusia n VICINITY MAP N. T. 5. f ir GENERAL NOTES 1, THIS 15 A WET PIPE SPRINKLER SYSTEM DESIGNED AND INSTALLED PER 513.1 AND I OR N.F.P-A. PHAMPLETir 13-€} (2016 EDITIQNj AND THE LA QufNTA FIRE .DEPARTMENT Z, ALL PIPE AND FITTINGS ARE NEW AND UL LISTED. 3. PROVIDE ELECTRIC BELL FOR LOCAL ALARM, (IF REWIREDI WIRIN0 BY OTHERS, SIZE AND LQCATION ON PIPING PLANS. 4, GARAGES TO $E SPRIN KLED W11 T5 HD. 5, $ INKI.EI HEADS OMITTED FROM BATH RObiltS DU TO NON COli11BUSTIBLI FIKTURESAND NOT EXCEEDiNC� 55 SO. FT. S. - INDICATES CALL. REFERENCE POINT. T. i} LING OR NOTCHING OF STRUCTURAL MEMBERS SHALL 9E IN STRICT ACCORDANCE WITH CHIC AND CRC- R016)- 8, ALL PENETRATION3 THROUGH FIREWALLS AND CEILINGS 8MEEN ATTACHED GARAGE AND RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TD MAINTAIN THE INTEGRITY OF THE FIR FWALL 9. MAINTENANCE 80OK ANO 1 HEAD (UP TO 3 OF EACH TYPE IF AEQUIRED) PLUS HEAD WRENCH SHALL 9E PROVIDED iN SPARE HEAD CA91PIET LOCATED NEXT TO RISER. 10_ PIPE MANGERS SHALL BE IN ACCORDANCE WITH NFPA-13D AND THE WRITTEN INSTRUCTION$ OF THE PIPE NANUFACTIJRER, 11. ANY SPRINKLERS THAT HAVE RtEEN PAIN7ED OUTSIDE OF THE FACTORY SHALL BE RFPLACED WITH A NEW LISTED SPRINKLER PER NFPA 13Z STANDARDS_ 12. EXTERIOR EXPOSED STEEL PIPING PAINTED. 13. CO NTRACTONQYINER IS RLSPONSIBLE FOR INSTALLATION QF UNDERGROUND, (CHECK WITH SYMONS FIRE PROTECTION FOR PROPER SIZING) 14. SMOKE DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH NFPA 72, M AIIONAL, FIRE C>CDE (AND TO BE INSTALLED BY OTHERS), SPIUMELER SYSTEM DESICxN CRITERIA AND FLOW REQUIFCEMENTS DESIGN SPRINKLER = RELIAlkLM PFC 43 CONIC. FLAT 443 K-FACTOR SPRINKLER FLOW REQ. *� 1S' SPACING, FLAT 7'6 MAX OFF WALL FLOWS PIER DEAD ARE PLOW = 12.0 GPM ;u: 7.8 PSI. {SIN} # ItA4512 DESIGN SPRINKLER = RELIABLE RFC 43 CONC. FLAT 4.3 K-FACTOR SPI.INKLER FLOW REQ. @ 20' SPACING, FLAT 10' MAX OFF WALL FLOWS PER HEAD ARE FLOW = 21.0 GPM tg 2318 PSI. (SIN) * R► 0612 * " PLAN 23 * ,* SYSTEM FLOW REQUIREMENTS: 2 HD - 24.0 GPM FLOWING W/ 41.7 RE;SIDITAL PSI AT BASE OF RISER 2 FID 29.0 GPM FLOWING W/ 70.6 RESIDUAL PSI AT SOURCE 1 HD = 21.0 GPM FLOWING W/ 56.1 RESIDUAL PSI AT SASE OF RISER 1 ED = 26.0 GPM FLOWING Wf 92.8 RESIDUAL PSI AT SOURCE *** PLAN 25 -h*" SYSTEM PLOW REQUIREMENTS: 2 HD = 24.3 GPM FLOWING ING W/ 45.7 RIE`SIDUAL PSI AT BASE OF RT$ER 2 HD = 29.3 GPM FLOWING W/ 74.8 RESIDUAL PSI AT SOURCE 1 HD = 21.0 GPM FLOWING. W/ 58.1 RESIDUAL PSI AT BASE OF RISER I HD = 26.0 GPM FLOWING W/ 84.7 RESIDUAL, PSI AT SOURCE *** PLAN 26 -k,t,E SYSTEM FLOW P.SQUIREMENTS. 2 HD = 24.5. GPM FLOWING W/ 46,1 RErSIDUAL PSI AT BASE OF RISER 2 HD = 29.5 GPM FLOWING W/ 75.3 RESIDUAL PSI AT SOURCE I HD = 21.0 GPM FLOWING W J 50.6 RESIDUAL P1SI AT SASE OF RISRR 1 HD = 26.G (GPM FLOWING W/ 77.3 RESIDUAL FBI AT SOURCE LU z y � V � r.r LU r z (O is {} Ian ��yyII z Za z 5: C 1 ✓IL Idi � S y� 4011 rid C2 x D M O Ste OC Q it ID�t�yt d0 J� r..r 4C J D ❑ Llr W � • M EL U3 r� UL U1 l �} LJ.I ♦ rLd Ll L) ❑ M < 00 Ili J �y CL rryW Lj 0�0 LdJ z LL 1rr _ L 1 W L1 J -.r• W r� N < I LL "rr 0 J � LU CL W lz LU Cn c l is LU t4 Z D U oC U LU Z oZ Liu LU r AL .] cc u W a M 4 y DATE: 07-02-19 SCALE: AS NOTED DRAWN BY JOBANNY ECHEVERRIA Jos 1,40. 1'9-1 SHEET N4- FP1 OF FPS' %1 r r *$r t +»°ter �`*" r!Rlr�'� � `, � •--r „� � y �' 4 y � ei ..' 'q •�—-.•..-r All NAall y 1 k ' b - .Y, a We A. a4,4• y i er ' % •4iri rlti ; �� - ' tJ■/IgLL � liJN icy- � , i AREA OF PRESSURE FROM 2011, - AREA OF NEW WORK, SEE EN9AIL FOR PRESSURE ZONE AREA I OF PRESSURE FROM 2014 2014 PRESSURE � A Residential Conrrertjgfj Clia+•ge Estimate dill- fJ�vernkf£F ?3, 2y�1r1 CirstolneF Name: T D. Desert DPve G4pme M Phony No. (76Q}77: 10Qi' PareAj No 764-660-4DGI SM. 06-07-27.1 Addrd,m. 813AOAnd3kWa, Cs %rota ;m: 653352 fta No. lat Na. 21 3iFi+ruOt: 11?,0 L9 SI}, }t, 7raer Na, 31681.3 TypetOs*rvkv M., d ouptex: fj _ Tftkx; ❑ : '4 SWSC: S 6,2A5.28 Aa#a: 0.48 f!w>� SL3rt}i 1.00 /acres WSbFC: — Su: Trattmenr. $2,436fedu owkeua.d $2,415JI+.dv Motor $ _ 39D.Uf} vMt.rsay. 3_/4 Inch Met— swrchaMm- $ sarylre Stp.:`1 inch S'ervlce: $ , r.1apT &S"I•uLCfl ''j _ I e■driFow_ S _ �Utsr $ �•2JJC}•�O fsraeaplW%1b--below] Tour. $ 10.271.28 D'th4r. aba^dun f RPI&Me Abort don 7- 1"3eFVC,rf tafarnuHQn Supplfed eT iixivh sr cy" Data l�8gr,�ftic W■[rr Qpm■nd' M.3;L fI0W=.. � .1 gpm M.. Flow.= gpm M-n prt"s Qr 6� ,Vr InretPr■Fswe'. 102 psf F yet ref fJutlet9rrsa.■Ta 72 ptsr Mix. flown 26 gpm MIA. Ares9LErl= 49 piG Meter UN • 314 inth imavi - Ihellr ' J n 52rPlee Sf1 ' i inch SCantlJ41p.1t Psjgr "o Pr�lsure RceuEy�jRR ti�JIu# "ForC uJaCEOn Fwppbe• je - ion In cludet: * CVWD LOU WORST CASE CONOIiIOH ServlFn COrinerthn arpa,54', hapknr AdO. M.ear, Checil V.F..a #nuC ply valrr Talhnklan; { Flatna Tcatt Na. 5101-1. pna.?lkafi 'hd 5WSL let wlfi cetharppd id parr Iul I du! P RSpmaiAvRe r,e v.r.dp not tal4mc r W WSaFC4 0nfv Ct01cf !ht TY€ ai rkM gCr it* kT Canut,_-a6 O.;rl- Na 3 RaM th■ri Ix an 1'*r u" f, p'vr D g 40- 31365 rapt Is ah el:rarEngaewei Wvrat I+.gli Irpime tq: IS1_trvyrpFFp6.r0r1, PT 30-5890 }I SandiavillalOhus Appratuedby: pFts; 017(, f svwd93tl ••"... 1h,isjustagLjuffE_anfee,arentj 7eettoChang!"„'••** rp■, rn�ial 2019 PRESSURE Residential Connection Charge Estimate 1Ee'e? ldni#ary23,1f]19 tuirpmrrrr T.R. ❑exert 8evlpmrlt. - --7G4-68"Qj Peens rep, P60) 777-1776 TrarceiNp Gto. 06-07-27-4 Addrass: 8i734 R¢nAa, l� Qulnta LID: 663512 siwe K6. Lot N.. 84 31rw of lot, 13, M9 �. ft. Tzar! Na. 31Gp1-3 Ti, � 6,245.28 Arne 0.48 swac:513,011.Q6 lags 1tt54FG� � - SC[;-$ 2.936.40 Tteat.m4 $7,436/edu teseSdon' $2,bi5fFdsi meter: S 390.011 Warta:., V4 inch — MMterrYrthFW; S - ie+Ykr Sip: ItlCl4 metora: se,;ru S - .r0iai; LnA#typl;air bn flF�, - - - 9arJ•Jlprv; S - direr, _ TR 33581-3 SpeFlal Ajreem■ryS I^>t,HS�F€ pr C5{ 81 SC'[ Sewer L"ueah S _ 1011e0 0.411 tore For YWSC. Rr CVwfl approved dwg IrAls a a 59NIte mists and dug 35431 R tatl.ratldelt if 1R.95%5 Tatel� � 9.fJ77,.F8 __ p echnrr;an:Sara Lo�e1 f� d 6 . W.'r-mfoe Supplred Sy r.SEQ, Cvwp S xwm Dao r a L Nan ' 6eN�[e CanImf 2n.. maw Flo.ya 79.5 fdpm Mir. Fi6w*= 2A5 Aril I d,lrr-PT4Wrjro= 65 psf rnlr, Fr[,SUra'= 96.32 ps1 f>fa;5w4-bkriLe%h ' _ Outl4tFres.,grr=T 6fi,72 p3I Ma,c Flow-_ 25 gpm Add. P"Istrft. 45 pSi Moyer sue =_ 3/4 Inch SrxtmRTw Ld LiSerrrte9:r= 1 lrlth Multi STand AWne i ■-1Q. 18 prESSu•e RrAulallnR "lye rFnrsTniLf= 273 ri For Cakulaflon Pvrkq,#p3- Ssrrlce Lonna,tuan Fntiudr,; *CYWRLtiFi WORST UM CONDITION G ill a.^.iq W.Jvier flop. rratm irarer vah. RW-A ue Vdre [alrufakoM: pxt tab =r1^, qPL rl' _ti' 3f+"MFFER 3 'SERY;CE # rewi f 4i li37 a 8A Psi H6i, 1.1 RE#.Rc d7k3 sa r eelgs �� ` NO C 3#QS RESAT; 33 1,Lr An4F-ELEV.= -CLS 5�, d'�.f Evil, 66.3# s prk CS psI rlhox f EN' TRIP: POMPIM INatr, Demand TiNF realm rfarrlt ra farpl.a 4;6.ek plwDmi ardy Thm wu,rulb. 2019 EMAIL PRESSURE From. RJen MullliPf <RM.ontlei*cntwd.arg> Sent. TD sday, June 25, 2019 1-58 PM To: Angela Zlrmaya <9ngel3P3yMonsfp.com}; Sara Lopez {Sf opez0cvwd.arg} THESE PLANS SHALL SERVE AS Subj"t:FE:And aIusia Hi Angela, 1 1 The5teti Nv,Slrry at Aiidalusta at this LQO n h n 1 L��L& 4i2 isapprownately 97.40 psi THEMASTERPLAN THE (Lake CBhuilla Pressure Zone -Plat Sheet 6-7-27-3) = 1145' + 16' 4 (-64')]f 2.31 = 97.40 psi Thanks, REMAINDER OF THIS PROJECT FOR PLAN TYPES 23, 257 26 ONLY. ALL UNDERGROUND NOTES ARE FOR WORST CASE SCENARIO AID NO LOT TO EXCEED ANY MAX LENGTH, SIZE, ELEVATION, ETC., LISTED BELOW I,mr EKROM NOTFS : 1. ALL LOTS TO HAVE 3/4' WATER DETERS. 2. ALL LOTS TO HAVE 2" (SCHEDULE 40) PVC PIPE FROM WATER METER TO HOUSE. 3. N4 ELEVATION ON ANY LOT TO EXCEED 5'FT IN ELEVATION CHANGE FROM METER TO HOUSE. 4. NO LOT TO EXCEED 20'FT FROM Sir MAIN TO 3/4" WATER METER. 5. NO LOT TO EXCEED 120' FT OF 2 "PVC FROM 3/4" WATER METER TO HOUSE. f. ALL FIRE SPRINKLrER RISERS LOCATED IN [',ARACE. 7. ALL 3/4" WATER METERS ULL N LOCATED AT PROPERTY 1,11M OF EACH HOUSE. r s ELm �^ cop�elt LATTERAL 9- MAI 1�ELMO' RUBEN MON'TIEL Development Services Aire vu r �x YourWater is our promise rsk El 1313 a In Cedi:hella Valley Water OP$(FICt 75515 Nov* Lane East Palm desert, CA 92211 (760) 348-2661 ext. 3521 www c ywd.oro DOMil PLUMBING REGULATOR) PLUMBING SHUT OFF COMINEG PLE/IN9iN1+3 ANo SPRINKLER SHUT DIFF— (UPTIONAL) _T. 3 120-FT OM I- PVC efr�• Pr VI A711111111 METER T.O.R. EL-15' r 3001.111 WATER GUAGE GRAIN FLOW SWITCH _y" CHECK VALVE T'RAN34TION FROPA COP TO CPVCE 0.9.1111. 11I SIFT OF 1' COP {SWEEP) 4NBITION FRom PYC TO COP S J p, � r W V T YJ Z En VIP W Z W Z 0 W V 12 _x -IC it Ln J 0 N Mry 10 J 4JJ 1 W Ln 12 J C] -I€ 44 0 j] LL LU N . LLLL U) U3 +� ul LU 1 d LJ Lf1 L1 0 1 CO LU O > w [i7 Z L# Z 0 CLED r* U! 'ma'n_ X LL H Z LU VI 110- Z 0 Q wJ _j W a- > m p LU LLJ �■•� *442 a.y C,4 d �y U LU Z d 0 U ad a�ii d Lu V Z a- Z Z( lrl 9L co _j 0 ar : Z Z V �a GATE : 07-02-1 P SCALE: AS NOTE[> DRAWN BY : .JOBANNY ECMEVERRIA JOS NO, 1-1 SHIEV NQ- FP2 OF FP' �r L T. Y. 5' - 0" M F.G. W/ KEYLESS HOSE BIBB r r , r r r7 71 r — ARCH -- PATIO ' �SIGPi AUDIBLE TH�4[1G�{OU�" SET_ION BUT 16"=1"—" ALL 5 X B BEAMS IN GREAT RAM & KITCHEN v" v dl PIPING FLAN ALL 3I4" CPVC PIPING 3/16 r'-1' -()" ALL 10' -0" FLAT CLG' S U. N. 0. 11 11 U. N. 0. 11 PLAN #23]j REPRESENTS LINE OF CLG CHANGE � l � cr FP t ! 6'-11 HAT ZONE FAU IN I@GREAT i1�M ATTYC 12'CLG 0'R3 Jp 2' (OPTION /OUT BEAMS) ALL 3/4" CPVC PIPING P IP IN PLAN ALL 10' -0" FLAT Cl- G U. N. 0. VIE 1 ' -0 n U. N- G. T. 0. R. T El, = 1' B. 0- R- EL = 9' *** PLAN 2 * S MB MAKE Br, MODEL SIN# TYFZ TEMP FINISI3 K-FACT CANOPY QTY R F: l. R I{ O 43 'AD6I2- R E 16 5 WFIT 4_ 3 � CI�CII� LhT 3 VI IN Q R VK3111 SP 200 WHT 5.6 401WIGRDS 2 A H[:L F1 RFS30 R35II RES 175 WHT 3.0 SEhlIARC 7 TOTAL SPRINKLERS FOR PLAN 23: 47 C►\Olt" NG'. r N < 7n C14Lo ' U uj L k � 4 ' Lo z i..l Q Lo ~ ui th a x LU LL- V '�— � ■ tea'. 5..+ -x LK LU I In J � m ❑ m IJ r -- C] r. J J q L N J M OL U 0 d � LU ❑ Ln C� p J C W cc) U) Z Ln z < — a. l) Lo In , J L (r� r LL z 0 < w CL. LU LU III rw p 0 .49 LU u 4u ce. Lu s € W W Z p - ce x � O oc a DAIS : 07-02-1 ? SCALE : AS NOTED DRAWN BY JCBANNY ECHEVEiRRIA job No. 1 -0216 SHEET NO. FP3 Of FP5 1 5 k 1. T. V. 5' -0' AB. F. G. B Z-t W KEYLESS HOSE BIBB r — — =3FP Fp a IIFAT c " .HEA I I ( fit" H T it a` y fr — I Y -!! 1 1P/ 1 EAJar 1lt 4 LVll I I �x' �• -�� y, II � T � Ixl oT PATIO ICI cA rTA 20 FP �. ' BED — - _ - _ __1L — PATIO ----aN _ PATIO 1 �" 'l 2'—, 'T, I I6'-- - PATIO _ ; 12' 1 �„ 1. 1 I I I II II 1 I GRFAT R, 14'I CLG 1 f F I'I LG ICI T `—1 L — IN MLL 0 A. IN 1 ATTIC FAU 6 Q.;. AT'TTC ' FOYER EL=20 I i I '-2"14' 1 CLG TTI — — — I _ ❑ 16- F — — x FOYER I EL2 r UN P3TT DN3FF0 .— I;1�= 0 � I FL=2 - --10" 14' 1 CLG - I � P4�2TIco 1 12' 1 CLG 3F t Bar I UP 5 Ff 0t Beer e_ ° _ _ ❑ UP 3' F`�' UP 3' FT A H — ARIf�I — — — f " _ —AFC-1 ARCH o — A. CH — — — , ARCH . UP 5 FT t � A -0 - .F HALL 14 PAT I G 0 N 7- ' I (OPTIONAL BEAMS) KITCHEN Y T_ 0- R. pAmr to�-a" I I PIPING PLAN[ � L..: ] 6 BEAMS 1" RISER IN WALL W INT. LAEEL�D ACCESS PANED = 15' 1 "--1 I LJ �,T� I DINING B. o_R. 0 EL=15 o I -4' 0 HEM 3 — - f 1 x /� IMLL -''} u� r` - 7 li HALL PATf0 — ARH — . 1 n Af. BED 1 IJLIIC. ]SELL W SIGN AUl}ISi,E TIER IlGHOUT KITCHEN ,Grp err SECTION CUT 3/16lf^lf_o,r 1 yr� yr, �fi 1x PIPING PLAN GREAT RM PLAN #25 0 a El I)� If UP I ATT Ll' 3 r FT .F ,FT I I UP 3'rr' El (OPTIONAL BEAMS) ALL 4 x 6 BEAMS /16"=10_6ri PLAN 2 5 � SYMB MAKE & MODEL SIN# TYPE TEMP FINISH K-FACT CANOPY QTY ML RFTC 43 os l l?5 I (is WHT 4. Ivc ��l 37 IKI G Q R VK302 l' 200 WHT 5.6 401wAIM 4 RVI ALES 34f ll.]J. 1. RE 175 5 111 3.0 `��y.141 I {{R1 ��.�A 6 TOTAL. SPRINKLERS FOR PLAN 25: tw a u) W Z;! ' OC6 -- r Cri � O 0 u !E Ld z z O } d X F � O W q Ln rqIq ❑ �m J � � W � + < J ❑ a LL N W � �- < ff) � 0 rl W 0 M C w In ° r, Lu EL > m u D° U) Z z < -- C L W Eq r LL z W 0 L W � cY `` a o ZA bC 47P jj Z vs ou be J W 4 Lu ` wi 0 t_-: g* O Q d V d3 DATE: 07-02-19 SCALE : A5 NOTE] DRAWN BY: JOBANNY ECHEVERRIA Joe NO. 19-0 1 5HEFT NO. FP4 OF FP5 —.—..—.r...� ARCH ---�— II (OPTIONAL BED 5 PIPING PLAN 3116n_,rlrr PIPING PLAN 3/16 11=1 I _0 ALL 10"-4'" FLAT CLG'S ALL �1�" CPV� PIPINGL. N. �. U, N. a. SECTION CUT ACC 1/4"=1 r _o n T. D. R. EL = 15' EL _ 9' PLAN #26 FLOOR = 4, 483 SQ, 11'. CASITA = 648 SQ. FT. GARAGE = 825 5Q. FT. TOTAL = 5,956 SQ. FT. * PLAN 26 *** SYMB MAKE & MODEL REL RFC 43 SIN# 'TYPE TEMP FINISH K-FACT CANOPY QTY ansrz RFS 165 WILT 4.3 cork/FLAT 50 VIKI O Q R V"" SSP 200 WI1T 5.6 401w/GRM 4 10 REL F 1 RES30 R35'. i RE 175 WHT 3.0 1 I2E 7 TOTAL SPRINKLERS FOR PLAN 26: 57 z" u] z 0] a 09 a 0 F a a O = a v s : LU I Ln J 0 N m ❑ m m E Lr ` U J t < U 13 ❑ C] LL W N LL [n ❑ 0 Q u� W ❑ W U ❑ 4 < a > CD z o0 z 0 a in LU r LL 1.— z W � CL J LU � LLI M �7 Zj he LU z r.n c`*rl U o u 4 LLJ ; Q 1L uZ Ln aa p 05 �v LU z I'sr SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN 23 *** REMOTE AREA 1 HEAD CALC RELIABLE RFC 43 CONC/FLAT FILE NUMBER: 19-0216 DATE: 7-3-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 5 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 21.0 gpm 26.0 gpm (5 gpm Hose STREAM) 21.0 gpm @ 56.1 psi 4.3 CANDI CAUDILLO LA QUINTA FIRE DEPT. 97 psi-(l0o 87.3 PSI) 96 psi 500 gpm COACHELLA WATER DIST. 5-25-19 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-23-1.SDF JOB TITLE: ANDALUSIA - PLAN 23 - 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 87.3 86.0 500.0 87.3 26.0 82.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 82.8 26.0 2 3.0 - - - - 76.2 - - 3 3.0 - - - - 63.2 - - - 4 5.0 - - - - 61.6 - - - 5 9.0 HOSE STREAM 56.1 5.0 6 15.0 - - - - 52.5 - - - 7 15.0 - - - - 49.3 - - - 8 15.0 - - - - 36.6 - - - 9 15.0 - - - - 43.8 - - - 10 17.0 - - - - 34.3 - - 11 19.0 - - - - 35.7 - - - 12 19.0 - - - 36.7 - - - B 15.0 - - - 32.6 - - - A 15.0 K= 4.30 23.9 21.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-23-1.SDF :JOB TITLE: ANDALUSIA - PLAN 23 - 1 HEAD CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 26.0 0.995 PL 20.00 PF 5.3 1 0.0 SRCE 82.8 (N/A) 10.7 150 FTG TG PE -1.3 2 3.0 0.0 76.2 0.0 0.181 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 76.2 0.0 13.0 psi, 26.0 gpm 3 3.0 0.0 63.2 0.0 Pipe: 3 26.0 2.003 PL 120.00 PF 0.8 3 3.0 0.0 63.2 0.0 2.6 150 FTG 7.0 PE -0.9 4 5.0 0.0 61.6 0.0 0.006 TL 127.00 PV Pipe: 4 26.0 1.025 PL 5.00 PF 3.8 4 5.0 0.0 61.6 0.0 10.1 150 FTG 19.0 PE -1.7 5 9.0 H.S. 56.1 5.0 0.157 TL 24.00 PV Pipe: 5 21.0 1.101 PL 6.00 PF 1.0 5 9.0 H.S. 56.1 5.0 7.1 150 FTG 7.0 PE -2.6 6 15.0 0.0 52.5 0.0 0.074 TL 13.00 PV Pipe: 6 21.0 1.101 PL 20.00 PF 3.2 6 15.0 0.0 52.5 0.0 7.1 150 FTG 23.0 PE 0.0 7 15.0 0.0 49.3 0.0 0.074 TL 43.00 PV Pipe: 7 12.7 0.874 PL 113.00 PF 12.7 7 15.0 0.0 49.3 0.0 6.8 150 FTG 28.0 PE 0.0 8 15.0 0.0 36.6 0.0 0.090 TL 141.00 PV Pipe: 8 12.7 0.874 PL 25.00 PF 4.1 8 15.0 0.0 36.6 0.0 6.8 150 FTG 20.0 PE 0.0 B 15.0 0.0 32.6 0.0 0.090 TL 45.00 PV Pipe: 9 -8.3 0.874 PL 24.00 PF 2.6 B 15.0 0.0 32.6 0.0 4.5 150 FTG 38.0 PE "0.9 10 17.0 0.0 34.3 0.0 0.041 TL 62.00 PV Pipe: 10 -8.3 0.874 PL 23.00 PF 2.3 10 17.0 0.0 34.3 0.0 4.5 150 FTG 32.0 PE -0.9 11 19.0 0.0 35.7 0.0 0.041 TL 55.00 PV Pipe: 11 8.3 0.874 PL 95.00 PF 5.5 7 15.0 0.0 49.3 0.0 4.5 150 FTG 38.0 PE 0.0 9 15.0 0.0 43.8 0.0 0.041 TL 133.00 PV Pipe: 12 8.3 0.874 PL 66.00 PF 5.4 9 15.0 0.0 43.8 0.0 4.5 150 FTG 64.0 PE -1.7 12 19.0 0.0 36.7 0.0 0.041 TL 130.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-23-1.SDF ,JOB TITLE: ANDALUSIA - PLAN 23 - 1 HEAD CALC. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -8.3 0.874 PL 12.00 PF 1.0 11 19.0 0.0 35.7 0.0 4.5 150 FTG 13.0 PE 0.0 12 19.0 0.0 36.7 0.0 0.041 TL 25.00 PV Pipe: 14 21.0 0.874 PL 15.00 PF 8.7 B 15.0 0.0 32.6 0.0 11.2 150 FTG 23.0 PE 0.0 A 15.0 4.3 23.9 21.0 0.229 TL 38.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.065 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.2 ft/sec at pipe 14. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 87.29 psi with a flow of 26.80 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-23-1.SDF JOB TITLE: ANDALUSIA - PLAN 23 - 1 HEAD CALL. PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-23-1.SDF JOB TITLE: ANDALUSIA - PLAN 23 - 1 HEAD CALC. TS 0 M h U �i ro m 04 04 U O 1a N � c) N o CD � G o � � N m c � n a, w o a 3 A m g -O m 5 z Qa �a s�-u 1 w fu C7 -A ro N d' vi w > a M a a o Eno � U 0 7 O � N a a r c c V c u c c c c Lr c c cy N O O O O O O O O O O O pp N r-I arxwv�v,�D 04w-�-- C� nq O rI O � DATE: 7/2/2019 JOB TITLE: ANDALUSIA WATER SUPPLY CURVE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-23-1.SDF - PLAN 23 - 1 HEAD CALC. 96+ I I I I * <-86.0 psi @ 500 gpm Flow Test Point X 80+ I I I 72+ I I I P 64+ R E S i S 56+ U R E 48+ ( I P S I 40+ I t I 32+ I I I 24+ I I ---------------------- --- 16+ LEGEND " I " I X = Required Water Supply " I 82.76 psi @ 26.0 gpm " 8 + cT I 0 = Available Water Supply " I 87.29 psi @ 26.0 gpm 0++-+---+----+-----+------+--------+--------+- 200 300 400 500 600 700 800 FLOW (GPM) ------+-----------+ 900 1000 SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN 23 *** REMOTE AREA 2 HEAD CALC RELIABLE RFC 43 CONC/FLAT FILE NUMBER: 19-0216 DATE: 7-3-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/225 sq. ft. AREA OF APPLICATION: 450 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 24.0 gpm TOTAL WATER REQUIRED (including hose): 29.0 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 5 BOR): 24.0 gpm @ 41.7 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 4.3 DESIGN/LAYOUT BY: CANDI CAUDILLO AUTHORITY HAVING JURISDICTION: LA QUINTA FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 97 psi-(l0o 87.3 PSI) RESIDUAL: 96 psi FLOW: 500 gpm WATER DEPARTMENT: COACHELLA WATER DIST. 5-25-19 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-23.SDF JOB TITLE: ANDALUSIA - PLAN 23 - 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 87.3 86.0 500.0 87.3 29.0 70.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 29.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 24.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 70.6 29.0 2 3.0 - - 62.9 - 3 3.0 - - - - 49.9 - - 4 5.0 - - - - 48.1 - 5 9.0 HOSE STREAM 41.7 5.0 6 15.0 - - - - 37.9 - - 7 15.0 _ _ _ - 33.8 - - 8 15.0 - - - - 22.9 - -- 9 15.0 - - - - 22.4 -- 10 17.0 - - - - 14.6 - - - 11 19.0 - - - - 9.5 - - - 12 19.0 - - - - 9.5 - - 13 19.0 K= 4.30 7.8 12.0 14 19.0 K= 4.30 7.8 12.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-23.SDF JOB TITLE: ANDALUSIA - PLAN 23 - 2 HEAD CALC. PIPE DATA PIPE TAG END ELEV. NOZ. Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) 1 Pipe: 1 29.0 0.995 PL 20.00 PF 6.4 2 0.0 SRCE 70.6 (N/A) 12.0 150 FTG TG PE -1.3 3.0 0.0 62.9 0.0 0.222 TL 29.00 PV 2 Pipe: 2 FIXED PRESSURE LOSS DEVICE 3 3.0 0.0 62.9 0.0 13.0 psi, 29.0 gpm 3.0 0.0 49.9 0.0 3 Pipe: 3 29.0 2.003 PL 120.00 PF 0.9 4 3.0 0.0 49.9 0.0 3.0 150 FTG 7.0 PE -0.9 5.0 0.0 48.1 0.0 0.007 TL 127.00 PV 4 Pipe: 4 29.0 1.025 PL 5.00 PF 4.6 5 5.0 0.0 48.1 0.0 11.3 150 FTG 19.0 PE -1.7 9.0 H.S. 41.7 5.0 0.192 TL 24.00 PV 5 Pipe: 5 24.0 1.101 PL 6.00 PF 1.2 6 9.0 H.S. 41.7 5.0 8.1 150 FTG 7.0 PE -2.6 15.0 0.0 37.9 0.0 0.095 TL 13.00 PV 6 Pipe: 6 24.0 1.101 PL 20.00 PF 4.1 7 15.0 0.0 37.9 0.0 8.1 150 FTG 23.0 PE 0.0 15.0 0.0 33.8 0.0 0.095 TL 43.00 PV 7 Pipe: 7 11.7 0.874 PL 113.00 PF 10.9 8 15.0 0.0 33.8 0.0 6.2 150 FTG 28.0 PE 0.0 15.0 0.0 22.9 0.0 0.077 TL 141.00 PV 8 Pipe: 8 11.7 0.874 PL 46.00 PF 7.4 10 15.0 0.0 22.9 0.0 6.2 150 FTG 50.0 PE -0.9 17.0 0.0 14.6 0.0 0.077 TL 96.00 PV 10 Pipe: 9 17.0 0.0 14.6 0.0 11.7 0.874 PL 23.00 PF 4.2 11 19.0 0.0 9.5 0.0 6.2 150 FTG 32.0 PE -0.9 0.077 TL 55.00 PV 7 Pipe: 10 12.3 0.874 PL 95.00 PF 11.4 9 15.0 0.0 33.8 0.0 6.6 150 FTG 38.0 PE 0.0 15.0 0.0 22.4 0.0 0.086 TL 133.00 PV 9 Pipe: 11 12.3 0.874 PL 66.00 PF 11.1 12 15.0 0.0 22.4 0.0 6.6 150 FTG 64.0 PE -1.7 19.0 0.0 9.5 0.0 0.086 TL 130.00 PV 11 Pipe: 12 -0.3 0.874 PL 12.00 PF 0.0 12 19.0 0.0 9.5 0.0 0.2 150 FTG 13.0 PE 0.0 19.0 0.0 9.5 0.0 0.000 TL 25.00 PV DATE: 7/2/2019 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: ANDALUSIA - C:\PROGRAM PLAN 23 FILES\HRS SYSTEMS\HASS83\19-0216-23.SDF - 2 HEAD CALC. PIPE TAG END ELEV. NOZ. PT Q(GPM) DIA(IN) LENGTH PRESS. NODES (FT) (K) (PSI) DISC. (GPM) VEL(FPS) HW(C) (FT) SUM. FL/FT (PSI) Pipe: 12 13 19.0 0.0 9.5 0.0 12.0 0.874 PL 6.00 PF 1.7 13 19.0 4.3 7.8 12.0 6.4 150 FTG 0.081 TL 15.0 21.00 PE 0.0 PV Pipe: 11 14 19.0 0.0 9.5 12.0 0.874 PL 6.00 PF 1.7 14 19.0 4.3 7.8 0.0 12.0 6.4 150 FTG 15.0 PE 0.0 0.081 TL 21.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.008 gpm and a maximum imbalance at any node of 0.103 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.0 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 87.29 psi with a flow of 33.22 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 DATE: 7/2/2019 LER SPRICK\PROGRAMEFILES\HRSISYSTEMS\HASS83\19-0216-23.SDF ANALYSIS Page 4 JOB TITLE: ANDALUSIA - PLAN 23 - 2 HEAD CALC. PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-23.SDF JOB TITLE: ANDALUSIA - PLAN 23 - 2 HEAD CALC_ 3 04 0 ° U O 11 �o No "O o U1O1 Lo N N Ul N N Q, S-I NJ Q CL 5a� z .Qa wa s44j -- Ga W r4 rn U >. N p Lo U) a Im o H a ca as o 0M m o a �O U O N 0 O ri F N �i to 04 O l`7 co C Lr , r U +) 0 0 0 N O O N O -Ln ,--1 0 O H I IN O O O O O PQ [) C) O O O O -I ,-1 0:) N O I ��C D a04U) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-23.SDF SOB TITLE: ANDALUSIA - PLAN 23 - 2 HEAD CALC. WATER SUPPLY CURVE E S S U R E P S I 96+ I I 1 * <-86.0 psi @ 500 gpm Flow Test Point I 80+ I I I 72+ X I I P 64+ R I I I 56+ I I I 48+ I I I 40+ I I I 32+ I 'I I 24+ I I ------------------ 16+ LEGEND I X = Required Water Supply I 70.59 psi @ 29.0 gpm 8+ „ I 0 = Available Water Supply I 87.29 psi @ 29.0 gpm 0++-+---+----+-----+-------+--------+-------- v 200 300 400 500 600 700 800 FLOW (GPM) 900 1000 I SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN 25 *** REMOTE AREA 1 HEAD CALC RELIABLE RFC 43 CONC/FLAT FILE NUMBER: 19-0216 DATE: 7-3-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 5 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 kVr �r�flula�st'enti Gby�e 0 an�5\ �A o c an .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 21.0 gpm 26.0 gpm (5 gpm Hose STREAM) 21.0 gpm @ 58.1 psi 4.3 CANDI CAUDILLO LA QUINTA FIRE DEPT. 97 psi-(l0o 87.3 PSI) 96 psi 500 gpm COACHELLA WATER DIST. 5-25-19 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-25-1.SDF JOB TITLE: ANDALUSIA - PLAN 25- 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 87.3 86.0 500.0 87.3 26.0 84.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM ---TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 84.7 26.0 2 3.0 - - - 78.2 - - - 3 3.0 - - - - 65.2 - - - 4 5.0 -- - - 63.5 - - - 5 9.0 HOSE STREAM 58.1 5.0 6 15.0 - - - - 54.5 - - - 7 15.0 - - - - 52.6 - - - 8 15.0 - - - - 44.4 - - - 9 15.0 - - - - 38.8 - - - 10 15.0 - - - 45.1 - - - 11 15.0 - - - - 38.5 -- - - 12 15.0 - - - - 33.8 - 13 20.0 - - - - 32.0 - - - B 20.0 - - - 28.7 - - -- A 20.0 K= 4.30 23.9 21.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-25-1.SDF ,JOB TITLE: ANDALUSIA - PLAN 25- 1 HEAD CALL. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 26.0 0.995 PL 20.00 PF 5.2 1 0.0 SRCE 84.7 (N/A) 10.7 150 FTG TG PE -1.3 2 3.0 0.0 78.2 0.0 0.181 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 78.2 0.0 13.0 psi, 26.0 gpm 3 3.0 0.0 65.2 0.0 Pipe: 3 26.0 2.003 PL 120.00 PF 0.8 3 3.0 0.0 65.2 0.0 2.6 150 FTG 7.0 PE -0.9 4 5.0 0.0 63.5 0.0 0.006 TL 127.00 PV Pipe: 4 26.0 1.025 PL 5.00 PF 3.8 4 5.0 0.0 63.5 0.0 10.1 150 FTG 19.0 PE -1.7 5 9.0 H.S. 58.1 5.0 0.157 TL 24.00 PV Pipe: 5 21.0 1.101 PL 6.00 PF 1.0 5 9.0 H.S. 58.1 5.0 7.1 150 FTG 7.0 PE -2.6 6 15.0 0.0 54.5 0.0 0.074 TL 13.00 PV Pipe: 6 21.0 1.101 PL 11.00 PF 1.9 6 15.0 0.0 54.5 0.0 7.1 150 FTG 15.0 PE 0.0 7 15.0 0.0 52.6 0.0 0.074 TL 26.00 PV Pipe: 7 10.8 0.874 PL 81.00 PF 8.1 7 15.0 0.0 52.6 0.0 5.8 150 FTG 40.0 PE 0.0 8 15.0 0.0 44.4 0.0 0.067 TL 121.00 PV Pipe: 8 10.8 0.874 PL 59.00 PF 5.6 8 15.0 0.0 44.4 0.0 5.8 150 FTG 25.0 PE 0.0 9 15.0 0.0 38.8 0.0 0.067 TL 84.00 PV Pipe: 9 10.8 0.874 PL 34.00 PF 4.6 9 15.0 0.0 38.8 0.0 5.8 150 FTG 35.0 PE -2.2 13 20.0 0.0 32.0 0.0 0.067 TL 69.00 PV Pipe: 10 10.8 0.874 PL 28.00 PF 3.3 13 20.0 0.0 32.0 0.0 5.8 150 FTG 21.0 PE 0.0 B 20.0 0.0 28.7 0.0 0.067 TL 49.00 PV Pipe: 11 10.2 0.874 PL 74.00 PF 7.4 7 15.0 0.0 52.6 0.0 5.4 150 FTG 50.0 PE 0.0 10 15.0 0.0 45.1 0.0 0.060 TL 124.00 PV Pipe: 12 10.2 0.874 PL 60.00 PF 6.6 10 15.0 0.0 45.1 0.0 5.4 150 FTG 50.0 PE 0.0 11 15.0 0.0 38.5 0.0 0.060 TL 110.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-25-1.SDF ,JOB TITLE: ANDALUSIA - PLAN 25- 1 HEAD CALL. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 10.2 0.874 PL 53.00 PF 4.7 11 15.0 0.0 38.5 0.0 5.4 150 FTG 25.0 PE 0.0 12 15.0 0.0 33.8 0.0 0.060 TL 78.00 PV Pipe: 14 10.2 0.874 PL 23.00 PF 3.0 12 15.0 0.0 33.8 0.0 5.4 150 FTG 27.0 PE -2.2 B 20.0 0.0 28.7 0.0 0.060 TL 50.00 PV Pipe: 15 21.0 0.874 PL 6.00 PF 4.8 B 20.0 0.0 28.7 0.0 11.2 150 FTG 15.0 PE 0.0 A 20.0 4.3 23.9 21.0 0.229 TL 21.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.077 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.2 ft/sec at pipe 15. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 87.29 psi with a flow of 26.46 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-25-1.SDF JOB TITLE: ANDALUSIA - PLAN 25- 1 HEAD CALC. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-25-1.SDF JOB TITLE: ANDALUSIA — PLAN 25— 1 HEAD CALL. (b ri F04 0 U O fa al o N o O �j G o U) `° ul `° (a L.n a) N V) N Cl Q 3 -� q U) •o a 44 �. U >1 -ri N r (n a �� Q oa a O co 0 N v � U O 0 rI N O L7 is N a7 O M C � C U c c (r c LC (\ C C N O Ln H O O -i �v O O O O O I` O O O O rI OOD H c7 F:� �D 0 w a, W w (n cn x w — 04 CO -H SPRINELER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-25-1.SDF JOB TITLE: ANDALUSIA - PLAN 25- 1 HEAD CALC. WATER SUPPLY CURVE 9 6+ I I I I * <-86.0 psi @ 500 gpm X 1 Flow Test Point 80+ I I I 72+ I I I P 64+ R 1 E 1 S 1 S 5 6+ U 1 R 1 E 1 48+ ( I P 1 S 1 I 40+ I I I 32+ I I I 24+ I I 16+ I LEGEND I X = Required Water Supply " I 84.72 psi @ 26.0 gpm " 8 + , I 0 = Available Water Supply " I 1 87.29 psi @ 26.0 gpm " TT 0++-+---+----+-----+------+--------+------- 200 300 400 500 600 700 FLOW (GPM) -+---------+_-----------+ 800 900 1000 SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN 25 *** REMOTE AREA 2 HEAD CALL RELIABLE RFC 43 CONC/FLAT FILE NUMBER: 19-0216 DATE: 7-3-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 5 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/225 sq. ft. 450 sq. ft. 2 sprinklers 24.3 gpm 29.3 gpm (5 gpm Hose STREAM) 24.3 gpm @ 45.7 psi 4.3 CANDI CAUDILLO LA QUINTA FIRE DEPT. 97 psi-(10o 87.3 PSI) 96 psi 500 gpm COACHELLA WATER DIST. 5-25-19 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINF;LER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-25.SDF JOB TITLE: ANDALUSIA - PLAN 25 - 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 87.3 86.0 500.0 87.3 29.3 74.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 29.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 24.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 74.8 29.3 2 3.0 - - - - 66.9 - - - 3 3.0 - - - - 53.9 - - - 4 5.0 - - - - 52.1 - - - 5 9.0 HOSE STREAM 45.7 5.0 6 15.0 - - - 41.8 - - - 7 15.0 - - - - 39.3 - - - 8 15.0 - - - - 27.3 - -- - 9 15.0 - - - - 19.0 - - - 10 15.0 - - - - 30.7 - -- - 11 15.0 - - - - 23.1 - - - 12 15.0 - - - 17.7 - -- - 13 20.0 - - - - 10.0 - - - 14 20.0 K= 4.30 8.2 12.3 15 20.0 K= 4.30 7.8 12.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-25.SDF ,JOB TITLE: ANDALUSIA - PLAN 25 - 2 HEAD CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 29.3 0.995 PL 20.00 PF 6.6 1 0.0 SRCE 74.8 (N/A) 12.1 150 FTG TG PE -1.3 2 3.0 0.0 66.9 0.0 0.226 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 66.9 0.0 13.0 psi, 29.3 gpm 3 3.0 0.0 53.9 0.0 Pipe: 3 29.3 2.003 PL 120.00 PF 1.0 3 3.0 0.0 53.9 0.0 3.0 150 FTG 7.0 PE -0.9 4 5.0 0.0 52.1 0.0 0.007 TL 127.00 PV Pipe: 4 29.3 1.025 PL 5.00 PF 4.7 4 5.0 0.0 52.1 0.0 11.4 150 FTG 19.0 PE -1.7 5 9.0 H.S. 45.7 5.0 0.195 TL 24.00 PV Pipe: 5 24.3 1.101 PL 6.00 PF 1.3 5 9.0 H.S. 45.7 5.0 8.2 150 FTG 7.0 PE -2.6 6 15.0 0.0 41.8 0.0 0.098 TL 13.00 PV Pipe: 6 24.3 1.101 PL 11.00 PF 2.5 6 15.0 0.0 41.8 0.0 8.2 150 FTG 15.0 PE 0.0 7 15.0 0.0 39.3 0.0 0.098 TL 26.00 PV Pipe: 7 13.3 0.874 PL 81.00 PF 12.0 7 15.0 0.0 39.3 0.0 7.1 150 FTG 40.0 PE 0.0 8 15.0 0.0 27.3 0.0 0.099 TL 121.00 PV Pipe: 8 13.3 0.874 PL 59.00 PF 8.3 8 15.0 0.0 27.3 0.0 7.1 150 FTG 25.0 PE 0.0 9 15.0 0.0 19.0 0.0 0.099 TL 84.00 PV Pipe: 9 13.3 0.874 PL 34.00 PF 6.8 9 15.0 0.0 19.0 0.0 7.1 150 FTG 35.0 PE -2.2 13 20.0 0.0 10.0 0.0 0.099 TL 69.00 PV Pipe: 10 11.0 0.874 PL 74.00 PF 8.6 7 15.0 0.0 39.3 0.0 5.9 150 FTG 50.0 PE 0.0 10 15.0 0.0 30.7 0.0 0.069 TL 124.00 PV Pipe: 11 11.0 0.874 PL 60.00 PF 7.6 10 15.0 0.0 30.7 0.0 5.9 150 FTG 50.0 PE 0.0 11 15.0 0.0 23.1 0.0 0.069 TL 110.00 PV Pipe: 12 11.0 0.874 PL 53.00 PF 5.4 11 15.0 0.0 23.1 0.0 5.9 150 FTG 25.0 PE 0.0 12 15.0 0.0 17.7 0.0 0.069 TL 78.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-25.SDF JOB TITLE: ANDALUSIA - PLAN 25 - 2 HEAD CALL. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 11.0 0.874 PL 44.00 PF 5.6 12 15.0 0.0 17.7 0.0 5.9 150 FTG 37.0 PE -2.2 13 20.0 0.0 10.0 0.0 0.069 TL 81.00 PV Pipe: 14 12.3 0.874 PL 6.00 PF 1.8 13 20.0 0.0 10.0 0.0 6.6 150 FTG 15.0 PE 0.0 14 20.0 4.3 8.2 12.3 0.085 TL 21.00 PV Pipe: 15 12.0 0.874 PL 14.00 PF 2.2 13 20.0 0.0 10.0 0.0 6.4 150 FTG 13.0 PE 0.0 15 20.0 4.3 7.8 12.0 0.081 TL 27.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.061 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.1 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 87.29 psi with a flow of 32.34 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-25.SDF JOB TITLE: ANDALUSIA - PLAN 25 - 2 HEAD CALC. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-25.SDF JOB TXTLE: ANDALUSIA - PLAN 25 - 2 HEAD CALL. m H U] a F:� - a a, a, n m (`') 04 a" u ° b U O a) O C O O1 N °1 ro Ln C�J i4 CJ [] 04 3 m q� w O D v z ro a v a. u +-, Cu W �rn -ter U � 5� m� a �m �CQ O O N � U 0 U) N a V) a O C u r U ro c c r' O N O O N O u7 H O O H O O O O O (� (D O O O O rI OD l0 ; N O I UFZ� r:)c7w wzwmwn0n w---04U) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-25.SDF JOB TITLE: ANDALUSIA - PLAN 25 - 2 HEAD CALC. WATER SUPPLY CURVE P R E S S U R E P S I 96+ I 1 I I <-86.0 psi @ 500 gpm Flow Test Point I 80+ I I X 72+ I I I 64+ I I I 5 6+ I I I 48+ I I I 40+ I I I 32+ I I I 24+ I I ------------- 16+ LEGEND " I„ I X = Required Water Supply " I 74.77 psi @ 29.3 gpm 8+ I 0 = Available Water Supply " I 87.29 psi @ 29.3 gpm " I• o++—+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN 26 *** REMOTE AREA 1 HEAD CALC RELIABLE RFC 43 CONC/FLAT FILE NUMBER: 19-0216 DATE: 7-3-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 5 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 21.0 gpm 26.0 gpm (5 gpm Hose STREAM) 21.0 gpm @ 50.6 psi 4.3 CANDI CAUDILLO LA QUINTA FIRE DEPT. 97 psi-(10o 87.3 PSI) 96 psi 500 gpm COACHELLA WATER DIST. 5-25-19 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-26-1.SDF JOB TITLE: ANDALUSIA - PLAN 26 - 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 87.3 86.0 500.0 87.3 26.0 77.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 77.3 26.0 2 3.0 - - - - 70.7 - - - 3 3.0 -- - - - 57.7 - - - 4 5.0 - - - - 56.1 - - - 5 9.0 HOSE STREAM 50.6 5.0 6 15.0 - - - - 47.0 - - - 7 15.0 - - - - 43.7 - - - 8 15.0 - - - - 29.6 - - 9 15.0 -- - - - 39.9 - - - 10 18.0 - -- - - 32.7 - - B 15.0 - - - - 28.7 A 15.0 K= 4.30 23.9 21.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-26-1.SDF JOB TITLE: ANDALUSIA - PLAN 26 - 1 HEAD CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 26.0 0.995 PL 20.00 PF 5.3 1 0.0 SRCE 77.3 (N/A) 10.7 150 FTG TG PE -1.3 2 3.0 0.0 70.7 0.0 0.181 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 70.7 0.0 13.0 psi, 26.0 gpm 3 3.0 0.0 57.7 0.0 Pipe: 3 26.0 2.003 PL 120.00 PF 0.8 3 3.0 0.0 57.7 0.0 2.6 150 FTG 7.0 PE -0.9 4 5.0 0.0 56.1 0.0 0.006 TL 127.00 PV Pipe: 4 26.0 1.025 PL 5.00 PF 3.8 4 5.0 0.0 56.1 0.0 10.1 150 FTG 19.0 PE -1.7 5 9.0 H.S. 50.6 5.0 0.157 TL 24.00 PV Pipe: 5 21.0 1.101 PL 6.00 PF 1.0 5 9.0 H.S. 50.6 5.0 7.1 150 FTG 7.0 PE -2.6 6 15.0 0.0 47.0 0.0 0.074 TL 13.00 PV Pipe: 6 21.0 1.101 PL 22.00 PF 3.4 6 15.0 0.0 47.0 0.0 7.1 150 FTG 23.0 PE 0.0 7 15.0 0.0 43.7 0.0 0.074 TL 45.00 PV Pipe: 7 13.9 0.874 PL 87.00 PF 15.0 7 15.0 0.0 43.7 0.0 7.4 150 FTG 53.0 PE 0.0 B 15.0 0.0 28.7 0.0 0.107 TL 140.00 PV Pipe: 8 -7.1 0.874 PL 18.00 PF 0.9 B 15.0 0.0 28.7 0.0 3.8 150 FTG 13.0 PE 0.0 8 15.0 0.0 29.6 0.0 0.031 TL 31.00 PV Pipe: 9 -7.1 0.874 PL 89.00 PF 4.4 8 15.0 0.0 29.6 0.0 3.8 150 FTG 54.0 PE -1.3 10 18.0 0.0 32.7 0.0 0.031 TL 143.00 PV Pipe: 10 7.1 0.874 PL 82.00 PF 3.7 7 15.0 0.0 43.7 0.0 3.8 150 FTG 40.0 PE 0.0 9 15.0 0.0 39.9 0.0 0.031 TL 122.00 PV Pipe: 11 7.1 0.874 PL 114.00 PF 6.0 9 15.0 0.0 39.9 0.0 3.8 150 FTG 81.0 PE -1.3 10 18.0 0.0 32.7 0.0 0.031 TL 195.00 PV Pipe: 12 21.0 0.874 PL 6.00 PF 4.8 B 15.0 0.0 28.7 0.0 11.2 150 FTG 15.0 PE 0.0 A 15.0 4.3 23.9 21.0 0.229 TL 21.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-26-1.SDF JOB TITLE: ANDALUSIA - PLAN 26 - 1 HEAD CALC. NOTES (HASS): (1) Calculations were performed by the HASS 8,8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 65 9- 97 60 (2) The system has been calculated to provide an average imbalance at each node of 0.010 gpm and a maximum imbalance at any node of 0.110 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.2 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 87.29 psi with a flow of 27.89 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-26-1.SDF JQB TITLE: ANDALUSIA - PLAN 26 - 1 HEAD CALC. PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-26-1.SDF JOB TITLE: ANDALUSIA - PLAN 26 - 1 HEAD CALC. H U) a z a a a a, m a W Ei 3 ID LO U) a 0 M C� U a a a !4 a)U O y O N ul ro aN Ul N N a1 N 4 Q aej 3 a) -� a� O Q N A O. N a. 4J 0 -r1 N � N U CO 04 o o � sv o N )4 c c c u c C C C c u c YA c � N [ O o o O O O O O O O O OD C7 Fc� �D 0 W a, cz w ua M D - 04 � - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-26-1.SDF JOB TITLE: ANDALUSIA - PLAN 26 - 1 HEAD CALC. WATER SUPPLY CURVE 9 6+ I I I I * <-86.0 psi @ 500 gpm Flow Test Point I 80+ x I I 72+ I I I P 64+ R E S S 56+ U R E 48+ ( I P S I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND " I " I X = Required Water Supply " 77.28 psi @ 26.0 gpm " 8+ I 0 = Available Water Supply " I 87.29 psi @ 26.0 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN 26 *** REMOTE AREA 2 HEAD CALC RELIABLE RFC 43 CONC/FLAT FILE NUMBER: 19-0216 DATE: 7-3-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/225 sq. ft. AREA OF APPLICATION: 450 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 24.5 gpm TOTAL WATER REQUIRED (including hose): 29.5 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 5 BOR): 24.5 gpm @ 46.1 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 4.3 DESIGN/LAYOUT BY: CANDI CAUDILLO AUTHORITY HAVING JURISDICTION: LA QUINTA FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 97 psi-(10o 87.3 PSI) RESIDUAL: 96 psi FLOW: 500 gpm WATER DEPARTMENT: COACHELLA WATER DIST. 5-25-19 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-26.SDF JOB TITLE: ANDALUSIA - PLAN 26 - 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 87.3 86.0 500.0 87.3 29.5 75.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 29.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 24.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 0.0 2 3.0 3 3.0 4 5.0 5 9.0 6 15.0 7 15.0 8 15.0 9 15.0 10 18.0 11 18.0 12 18.0 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) SOURCE 75.3 29.5 - _ - 67.4 - - - - - - - 54.4 - - - - - - - 52.6 - - - HOSE STREAM 46.1 5.0 - - - - 42.2 - - - - - - - 37.7 - - - - - - - 24.2 - - -- - - - - 27.7 - - - - - - - 10.4 - - - K= 4.30 8.5 12.5 K= 4.30 7.8 12.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-26.SDF JOB TITLE: ANDALUSIA - PLAN 26 - 2 HEAD CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 29.5 0.995 PL 20.00 PF 6.6 1 0.0 SRCE 75.3 (N/A) 12.2 150 FTG TG PE -1.3 2 3.0 0.0 67.4 0.0 0.229 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 67.4 0.0 13.0 psi, 29.5 gpm 3 3.0 0.0 54.4 0.0 Pipe: 3 29.5 2.003 PL 120.00 PF 1.0 3 3.0 0.0 54.4 0.0 3.0 150 FTG 7.0 PE -0.9 4 5.0 0.0 52.6 0.0 0.008 TL 127.00 PV Pipe: 4 29.5 1.025 PL 5.00 PF 4.8 4 5.0 0.0 52.6 0.0 11.5 150 FTG 19.0 PE -1.7 5 9.0 H.S. 46.1 5.0 0.198 TL 24.00 PV Pipe: 5 24.5 1.101 PL 6.00 PF 1.3 5 9.0 H.S. 46.1 5.0 8.3 150 FTG 7.0 PE -2.6 6 15.0 0.0 42.2 0.0 0.099 TL 13.00 PV Pipe: 6 24.5 1.101 PL 22.00 PF 4.5 6 15.0 0.0 42.2 0.0 8.3 150 FTG 23.0 PE 0.0 7 15.0 0.0 37.7 0.0 0.099 TL 45.00 PV Pipe: 7 12.4 0.874 PL 102.00 PF 13.6 7 15.0 0.0 37.7 0.0 6.7 150 FTG 54.0 PE 0.0 8 15.0 0.0 24.2 0.0 0.087 TL 156.00 PV Pipe: 8 12.4 0.874 PL 89.00 PF 12.5 8 15.0 0.0 24.2 0.0 6.7 150 FTG 54.0 PE -1.3 10 18.0 0.0 10.4 0.0 0.087 TL 143.00 PV Pipe: 9 12.1 0.874 PL 82.00 PF 10.0 7 15.0 0.0 37.7 0.0 6.5 150 FTG 40.0 PE 0.0 9 15.0 0.0 27.7 0.0 0.082 TL 122.00 PV Pipe: 10 12.1 0.874 PL 114.00 PF 16.0 9 15.0 0.0 27.7 0.0 6.5 150 FTG 81.0 PE -1.3 10 18.0 0.0 10.4 0.0 0.082 TL 195.00 PV Pipe: 11 12.5 0.874 PL 7.00 PF 1.9 10 18.0 0.0 10.4 0.0 6.7 150 FTG 15.0 PE 0.0 11 18.0 4.3 8.5 12.5 0.088 TL 22.00 PV Pipe: 12 12.0 0.874 PL 14.00 PF 2.6 10 18.0 0.0 10.4 0.0 6.4 150 FTG 18.0 PE 0.0 12 18.0 4.3 7.8 12.0 0.081 TL 32.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-26.SDF JOB TITLE: ANDALUSIA - PLAN 26 - 2 HEAD CALC. NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.054 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.2 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 87.29 psi with a flow of 32.35 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-26.SDF JOB TITLE: ANDALUSIA - PLAN 26 - 2 HEAD CALL. PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-26.SDF JOB TITLE: ANDALUSIA - PLAN 26 - 2 HEAD CALC. � ri Ga iz � O �i O O U rl w a, 0)N U O !wa � Lo N Ln O O u)- � ' C O w rn m rn ro N N N w iLU is WQ CL 004 z W ro r 0)H � to C7 -,I N l� u) a FCC ao c4' r fL M R, O O � cn w U u � O c N � c c u c c c c u r c C � N O O (D O O O O O O O O W w c) N ,-1 F:4 n 0 W a, x w u� 0 rD a W - 04 U) W SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/2/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-26.SDF JQB TITLE: ANDALUSIA - PLAN 26 - 2 HEAD CALC. WATER SUPPLY CURVE 96+ I I I I * <-86.0 psi @ 500 gpm Flow Test Point I 80+ 1 x 1 72+ I I I P 64+ R E S 1 S 5 6+ U 1 R E 1 48+ ( I P 1 S 1 I 40+ I I I 32+ I I I 24+ I I ------------------ 16+ LEGEND " I" I X = Required Water Supply " 75.34 psi @ 29.5 gpm " 8+ 0 = Available Water Supply " I 87.29 psi @ 29.5 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) City of La Quinta Design and Development Department 78-495 Calle Tampico La Quinta, CA 92253 Telephone: (760)777-7125 Fax: (760)777-1233 www.la-quinto.or Riverside County Fire Department. Riverside Office 2300 Market Street, Ste.150 Riverside, CA 92501 (951)955-4777 IRE REVIEW APPLICATIONf EW O TENANT IMPROVEMENT CORRECTIONS REQUIRED Riverside Courlty Fire Department DFfi e o h Fire arch By: � - nt�t,l F,t�t��L�l� �9 These Plans and stkr111catiOns are NOT aPProved for Permits. Refer to plan comments and letter of correc-h'ans. PERMIT NO. iCOP ELY101,-0-t)ot-{ PROJECT INI ORMATION (Please Print) n Project Name: � lL ,L6 i r :v ` Site Address: - L( City & Zip: C Sign: t 1 , 1 Print: 1 Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department 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 De arlment directions. APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: Mom. e as Applicant info Applicant Name: Contractor rr: Zrrl c Contact Person: - - L, Contact Person_ Mailing Address: Moiling Address: City & Zip: l_ City &Zip: Phone Number: Fax: Phone Number: Fax: Email: C' Email: ylC� ci �' SLf►i'Y) ran A. APPLICATION TYPE FIRE SPRINKLER SYSTEM ❑ NEW COMMERCIALIINDUSTRIAL ❑ 0-35,000 SQ FT ❑ 35,001-75,000 SO FT ❑ 75,001-320,000 SO FT ❑ 120,001 AND UP ❑ TI COMMERCIAL/INDUSTRIAL RESIDENTIAL - 1 ' DWELLING UNIT ❑ RE5IDENTIAL - (EA) ADDITIONAL -' MULTI -FAMILY (3 OR MORE) ❑ COMMERCIAL - SP ❑ COMMERCIAL - FII FIRE ALARM SYSTEM ❑ COMMERCIAL - SP, ❑ COMMERCIAL - FIf STORAGE TANKS ❑ DISPENSERS ONLY ❑ ABOVEGROUND VKLER MONITORING ALARM SYSTEM ALARM SYSTEM 5UPRESSION SYSTEM �T-------_--- ❑ HOOD & DUCT $405 $639 ❑ SPRAY BOOTH $795 $756 11 CELL SITE $795 $951 ❑ OTHER SUPRESSION SYSTEM $795 $1185 MISC $405 ❑ HAZMAT $327 $405 ❑ HIGH PILE RACK STORAGE $327 x $171 ❑ NEW COMMERCIAL - U/G WATER $483 $561 ❑ FIRE FLOW REPORT $327 ❑ TECHNICAL REPORT RESEARCH HOURLY @ 5156/HR $405 ❑ SPECIAL INSPECTION $161 $1092 ❑ FIRE PUMPS $639 ❑ STANDPIPE SYSTEMS $561 $405 ❑ WATER TANKS $390 $1092 _ — _ . HOURLY @ 51s6/1113 HOURLY & $156/HR application type irClude: a Technology Enhonce rent Fee$5 & Reco+ds :+lonngement Fee S 10 CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT Qa�&a,SHAWN C. NEWMAN - FIRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253. Phone (760) 777-7074 • www.rvcfire.org July 24, 2019 SYMONS FIRE PROTECTION, INC 12155 Paine Place Poway, CA 92064 Re: FCMP2019-0004 "ANDALUSIA / MASTER SPRINKLER PLAN / PLAN TYPE 23,25 and 26" The plans that have been submitted require the following corrections: 1. Plan Types (23, 25 and 26) shall be submitted separately and under separate Master Plan Type permits. The FCMP2019-0004 shall be considered as applicable for only Plan Type 23. 2. Provide Hydraulic calculations for the 2-head calc as noted on the plans for 15'xl5' spacing. (Only 1-head 20'x20' calcs were provided. 3. Plans shall identify the ceiling height and slope for all areas. 4. Soffits against walls that exceed 30-inches in depth require sprinkler protection underneath in accordance with NFPA 13D Figure 8.2.5.3.3(a) 5. Calculations packets do not correctly or efficiently identify the water supply. The CVWD Residential Connection Charge Estimate identifies the system output water supply at the domestic (discharge side) of the water meter. *Static Pressure is 97.40 psi / 96.32 Inlet pressure / 66.72 Outlet (Residual) pressure while flowing 29.5 gpm. It is suggested to start the system calculations from the discharge side of the water meter as the friction losses are already accounted for. The water supply curve should be identified based on the Static (97.4) to Residual (66.72) while flowing 29.5 GPM. a. Sprinkler system demand should not exceed 90% of the available water supply. (LAQ MUN Title 8 amendments) b. Water Supply info that was provided was 87.30 Static, 86.00 Residual, Flow 500 GPM. 6. Hydraulic Calculations and the Number of Design Sprinklers shall be consistent with NFPA 13D Chapter 10 and Section 10.2. a. Special attention should be given to 10.2.1(2) and the specific requirements for sprinklers located in the beams and the room to not exceed 600 square feet b. Rooms and design areas that do not comply with Section 10.2.1 and 10.2.3, Fire will accept a minimum 3-head calc for these areas. 7. Plans identify the installation of components that are not specifically required by NFPA 13D (ITV, Bell, FAU Attic Coverage when not located on habitable level). Provide plan notes, if desired, identifying the inclusion of system components beyond the minimum requirements. a. Bell location, if provided, should be located towards the front accessible side of the structure and directed to the road or neighboring residence to ensure that it could be heard. Questions should be directed to the Riverside County Fire Department, Office of the Fire Marshal, La Quinta Office at 78495 Calle Tampico, La Quinta, CA 92253. Kohl Hetrick - Fire Safety Specialist F/RE PRO TEfT/O/V� //Vf_ f?ESPONSI\/E ♦ r?ESOUr?CEFUL ♦ f?ELIABLE August 6, 2019 Re: Andalusia master plan submittals To Whom It May Concern, For the project listed above, I give approval for Nolan Sparks, general contractor with T.D. Desert Development to signed and pick up permits/plans for The Andalusia project. If any payment is due at the time of issuing permits Nolan is also approved to make such payments. FMCP2019-0004 (Plan Type 23, 25 & 26), 0005 (Plan Type 21), 0006 (Plan Type 22) & 0007 (Plan Type 24). Thank you, Angela Zuniaya Dcsign Coordinator Symons Fire Protection 12155 Painc Placc Poway, CA 92064 Phone: 619.588-6364 Fax: 619-588-680.5 Emall: migcl,-L@SyiiioiisF1'.com www. Symonsl' P.com 12156 Paine Place '} Poway, CA 92064 (619) 588-6364 Fax (619) 588-6805 CA Lic. #682025 .� � ACDP~S /Iffor =jw Azor — or . F2 E S PO NS IN./E ♦ RESOURCEFUL ♦ F-'E LIAB LE TRANSMITTAL LETTER 12155 Paine Place Poway, CA 92064 ♦ (619) 588-6364 Fax (619) 588-6805 www.symonsfp.com DATE: cf- JOB NO: �y ATTN: TO; - RE: In Lu , WE ARE SENDING YOU -4 Attached ❑ Under separate cover via Shop drawings jRj Hydraulic calculations ❑ Materials lists ❑ Copy of letter T❑` Change order ❑ Plans ❑ Specifications .I the following items COPIES DATE NO. I I n J.�DESCRIPTION (24 THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ Forward to ❑ For bids due , 20 REMARKS ❑ Return ❑ Return Ell ❑ Prints returned after loan to us approved plans plans with comments COPY SIG ff enclosures are not as noted, please notify us at once.