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FCMP2018-0004 Griffin Ranch Plan 2 Rev 1a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2018-0004 MoFT�- Description: GRIFFIN RANCH / MASTER PLAN TYPE 2 / 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: REVI ACT INSPECT CONDIT CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES FEES WILL BE UPDATED TO REFLECT 45 MINUTES SPENT ON EACH OF THE PERMITS FOR A GRIFFIN RANCH REVISIONS NOTE ARMANDO MAGALLON 12/12/2018 12/12/2018 INCLUDING FCMP2018-0002-FCMP2018-0010.PERMIT CHANGED TO APPROVED STATUS PER EGO'S REVIEW DATED 11-21-2018 • • =4181 NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 CONTRACTADMIN@FIR SUITE 200 EINC.NET BILL TO FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 CONTRACTADMIN@FIR SUITE 200 EINC.NET Printed: Thursday, January 26, 2023 8:48:21 AM 1 of 3 CENTRALSOLIARE Project Details PROJECT NUMBER `..=� w City of La Qu i nta FCM P2018-0004 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) DGAR GEDGALEZ 11/6/2018 11/20/2018 11/21/2018 APPROVED REVISION 1 CONDITIONS TO REMAIN. Printed: Thursday, January 26, 2023 8:48:21 AM 2 of 3 CENTRALSOLIARE ° Project Details PROJECT NUMBER yow City of La Qu i nta FCM P2018-0004 1ST PERMIT I ARMANDO TECHNICIAN (1DAY) I MAGALLON 11/6/2018 1 11/6/2018 1 11/6/2018 1 COMPLETE Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 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 3314 (AsBuilt).pdf 3314 (AsBuilt).pdf DOC 4/28/2020 KAYLI ALFORD 31586-DE Master Plan 31586-DE Master Plan 0 3314 (AsBuilt2).pdf 3314 (AsBuilt2).pdf Printed: Thursday, January 26, 2023 8:48:21 AM 3 of 3 CENTRALSQUARE BL11leiin 006 Rev. I Model RFC30 (SIN RA0611)co 0 Model RFC43 (SIN RA0612) ModO RFC49 {SIN RA061 G} Residential Flat Concealed -T SprinklersRomilabi A Residential Flat Concealed prinkierenglnearedfor a minimum design density of 0.05 gpmff with law GPM requirement & Features 1. Very low water ftow requirements, 2, Cover plate anachmerd (Plain or FbrforaLed) vAth 3h' (13rTm) Total adjusMwt. 3. Thread-Qn/Thfeaid-Off or Push-On/Thread Off cover attachment option. 4. Smooth aesthef]c ceiling profile. 5" Available in brass, chrome and Flack plated of painted finishes. Listings & Approval I. Listed by Underwriter,; Laboratories, and C+~rtifie.d by U I_ far Canada (c U Lus) UL Listing Categories Residential Autmak Sprinklers UL Guide Dumber VIC K-W Plaint Cover Rate Produel Deecrfprmn �• W cleI RFC30, RFC43 and RFC49 GDncaEJEd ResiWn- ` v F, Iial Sprirdllers ara fagi response r ldenitol IugIbIs solder h ti:5, ' Irk aukornatic Sprinklers. %olderqial sprinklers ciir(er ircm Standard sprIRklers primarily In Their response line and 1iV8t6I { lStflblltiarl patterns. Pwlorated Cover Prate W Del RFC30, FFC43arid RFC-49 a piinkleradjeGhai-ge water ICI a hernISP Wrleal pattern below IrQ sprinKlar de- and pegil Iva ty Macho and blands into iha ceiling, scan- tle=r Realcential 111311rbutltxt patterns are rligrler and cealirlg tree mcg dependaalelife proteu-non available, an generally contain a Liner (Implel stze than atandard sprin- autammlc sprinkler sysle€n, kler patterns. T he FIFC30, RFC43 and RFC49 are U L Listed Ftealde n- The combirlarlon of speed of opera#lon and high dis- tlal Sprinklers to be Installed in" residential portions &Isrge pattern rastuired for residential sprinklers n" of Wy occupancy in accord ancewith NFPA 13, 2R, � Wrwnstraied, in fire iamir1g, an abllily for controlling 13D. reaideniFar fires, and thereby prcv, ding 29ign0icam evaou- Tr►3 RFC30, RFI43 end RFC49 cw reduce the need aiion mime for occupanm for precise cutting of drop nipples, The Ihreado d cover The RF030, FFC43 and FIF04a Spxlnl{lers provlae the plate assembly can be adjusted without Tools tD fit ac- besttormoffire protection bycombining anal' =ive ap- cvately against the ceiling, The ?ire protection sysiorn peararce anci'�t" (I3mm) of cover adjuzAmerlt for ease peen nai be shLic down T4 adjust or remove the cover of irmtallalion. Tra small diarlmter corer plate is emlly plate amembly. The Rellable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 h'';°dev Thread NornInal opflrtklet CCP AE;8embly Max. Ambient M-Ax. (SIN} Size Orifice tern Rahn p g fern Rating p g Temp Factor Pressure Irt'ch immr lnoh (lrtm} psi (bar) aF 'C *F 111C 8F aG RFC 30 (RA0611 } 1 "r , 1'35 74 135. :s? 1 (di RFC 43 {RA0612) '4{10) 135 74 1cw E7 1i)o r. 1-13i!i2ti 7,RL'2j RFC 4 (RA0616) 165 74 S!EtK�i RFC 30 Ordinary Temp. Elating Max- ICover o Spacing i 1$5'F174QO Tap of Deflector 1rlstallotron MInlmurn area1ax, RxFt�mxm) 1tim) to Gelling Inch(mm) Type Spacing Film) Flaw Pressure GPM ti-Anin) P (34. S? PSI (tar) G.;ti -5( 13,rcnth Cud,ngs :z2 To 1 i *,o 25 A,! _`w;gxta'd 911i �]< WerNFPA 1;i;} �If;c.I 37.0) 1 U ITmWilrjd buarr9 4 tow ' (13 [:a 2h-4i yF-y�• ji:In rkp errl•JI '�:'Jr' A 13, '3A13D ' � 1'SFG 43 Ordinary Tartly. l�ating ...— ...�... ...-_.. MaK. Coverage Max, Spacing (rt6' °FI74°C) Top of Deflector lnstallA2lorT MIniMUM area {m} to Calling SpacJng Type Flay Pressure Ft x Ft(m x mI Inch IMmr Ft fm) GPi'A (tlmin) PSI (tsar¢ 12Lr,•y+ '•.-1 ti 7fi(n,5li Cu 14x 14(0-x4„1 12. ,• ,wi 13''49) 91 r4,6,51 16x 1131,4,-r x 4.4.� i3;�9) 9.1 iu.6.i; Eaearlsd thngs per NFPA :3D t' 131rrs[sIIL1d in lams YrTG 1 i1311 2 ., Crrlosa*F.i i]'.? 'I 18si1F�;r,r.x',.Y 18{5,51 1ri;c$j T?. i Est (6.11 " 172) ;18 ; I ..;:l l l :: n 'JFPA 12. 133; or 13 D FtFG 49 Ordinary Temp. F3-a'tiN Top of 17eftec#nr Mlrtin Max. Coverage Max, S cin 1B5°Elio°G Ilns1a11atlon 9 { area to Calling Spac Pt(rrl} Fioulr Pressure Type F# x Ft { m x m) GpM (umin PSI bar Inch I ( I 14x 14 4„ X 4,Ji --mat" C:urr ` E;'�t_, 1VaIc-25.0 116X P3�'*,Sx 4.-0; 'I3 (4:.9 l3ti4D) rYI;.Q,rt-b: �oqr-lL;ci , 0x L)c,1 NrpA 1.51`), 13R r1 1 a i 1aliul in WarTPG !L 1 { 13 ID 25.4', C'.1 ,,gala^; ;, k? 113x18t5,5x55; 18(v,6t 17{+5f1,3ti 120"f.55, 2;f K 2`J £a,' x 13,11 20 (G.15 20 (1a.fa i 16.1 11.14. ='Dr Criikif,1y} "aIc ir-' NFPA 13, 13R'or'130 �9 Sulletlrl 135 3er, L 1� MM F1 R bid HeskkmU SpilrinNm for la Design Density of -0 g WN M dei F1 Res Spr'ilyders ertgirtlewW for tho loaf fbym 10 meet the min inum daktign darl 4 d 1)5 gpwM F1 Flex31) F9-02rd - - — Z F1 Peg 20 RUDMed Perlc VJ=2 3. r-1 Fes 510 Rew-meo Pamw.F-P 4 " HM 49 F1-IsieN S. F1 Fibs 49 Read PerccmTF1 S. F1 rias 4!9 �-mea RencorrfP F! 7. F1 fees 58 Pe^ncer Bess 30, , 5? 3 76 F1 Fps 3d, , 5i3&T5 6, F1 ft 6b Ra % PencurrF1 Raaesaed Penderr lF1 Reae139e4'erldsrtE j: Se Hs 91 F1 Fie9 58 RD-1pMea PericWFIR 0. F1 Fig 76 pe-d-ry -1. F'1 Fits 76 Fla ecl rPemurrr-1 -2 P1 Fes 761-42:)euea F"orlcerrFP 3. F1 Fes 30 CC? Perkin -4, F1 Pes 49 COP Nnder- '.5, F1 t3es C F''3nd , °• -6. F1 Res 76 MP P-3r&n -7, F1 Fes 44 I I51U F" Fie , 49, 5'3 F' Ras 44 3L 58 F1 9es 44 S G 8, F1 Flex 44 RaDes 9d NSWF 1�P Nndarl Pie d a-r9Nlf • A F1 #lea 56 l -Sv 20. r-1 Fi3s,9 5, 6 3L 7) ere squaN aMac- 21, KRe966 H51NP( .w Yalrail 3b04Y3Cl3tirg pipir>0 c *urlot tx} l:d 22, F1 FM 50FM-'+9003i HdH'GveF2 Tre3rr1a••Ig&s perseriEpnnKmmn111lltee#oemL,-e 23. F1 P" 44 Sf'rC of resde111ie. ,oaten 2uppiRs fa spri Nor-everege r,esiwrta Uatitge 8t Appraiv s Ire p-o-eum 1 cb�ign. TN IovrVy:::1 f m.,4IwirWr,an p lay ?rgfteredlertag L81ao by LZdefw ileB Labcl'amc s nc and ratan rmporfzE to mad Clta zrws 'ie Fxcractiar apica. UL Card a `or Uanacz ',cU1-L , rain raG M of -0e AMR risk M&I moo M-Ct3ds {JL 1-c6 btatntiard}, 1FcnfrisaMhml,rmighoe cams asprinKwt SpMklan kw.10Mrisky. Refer to BU118W 176 Its-sertst derrlrxlt"91i Sbdbof IrKt']auuft Waa&gll-1 UL LilrU ng Catepry w 1cr,~fm {nin th, oWma. anent' dL t.LMrlg Ire FL�1zertIrmlAuto MWJJ 5plri'L1er dwemgs:wateraira, TechnkW Data: LIL Guide Number VK1CJ,i * Trermal se-w. soIcered El;rmrlr (LlrC cr 0,n nil 3t111 �E3Sli# Sw Irltiar Rana. Brass Castir� U UPS P t� Na. 4,516r8,43 ap�ilesla ti'!e Model Fl Re9 49 *VAars' P`e tx@ Ra ng 17"5 pul S ncen� S nklerts 353,&52 ad S g omxA- cant' Tessid to 501) psi US PEdort Nc. ' app lag la MDdeI F 1 des 44 8. 58 * rre . Tf•tlga�i ,.lea. lr VPT ,RX) HAIVSpinkers r E{-FgCta` 4{�325{I4C+La1•F1Agr636Pends^r�rrl4er LJS PaterMF . T_784,555 aipplles :o PkW F 1 Res+44 SVV0 4.9(?nQ i+�c� �7Ff 49 rind It rr>fder SpFIWr5r 4 5,b{ 5pAdo-1-FIRueSx Tendon-&FE1f! mlder ftoduct Dewripdorli 7.�{1�irkct�-FIFl*sXPaxlertCprinlW MdLllel Ft Res ftxbr spnllkor--'Fla 1, 213, bL 4) ane tvr 4.4•(3 odudl-F1 rmid -1S.''-'A kIas r5?o m " 6rr3a7r bni�gawalrom drabiitlr, hlrgF serahn IJAWT rkrinlm-1m 0 05 OPMAV IV glace :I n aril low prcfils wouam c1;jg-t The F1 Res The Netiable Automsfic Sprinkior Co., Inc, MR Fairview Pa6-, [It Le, EImsk rd, New York 10523 13 _ tGENERAL NOTES 1, AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D.01 �6 EDITION AND THE REQUIREMENTS OF THE CITY OF LA QUINTA IF�E OF-PARTMENT, 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_ 4. NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE_ 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTEIR U.L. LISTED. 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION. 7, PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY 1 AFCON MFG. ARE U.L. LISTED AND ARE INSTALLEIG ACCORDING TO THE HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL). 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH THE: MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN NFPA 13D, 2016 EDITION. 9. IF REQUIRED BY A_H_J_ THIF ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS ADDRESSED ON. 1C, 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 : (SEE TECH. DATA)- 12, PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L- LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX. SPACING (SEE TECH. DATA). 13_ PENDENT SPRINKLERS ARE AT LEAST 3 ft FROM OBSTRUCTIONS E.G. LIGHT FIXTURES CEILING FANS, ETC. OR IN ACCORDANCE WITH TABLE 8.2.5.3.2 AND SECTION 4.2.5.1. SPRINKLER LOCATIONS FOR CC) NTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WiTH 8.2.6.3. 14. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN ACCORDANCE WITH 8-2.6.5. 15. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN ACCORDANCE WITH 5.1.1.2. 16. KPA13D 5.3.5.1.1 WHERE THE FUEL -FIRED EQUIPMENT lS ABOVE ALL OF THE OCCUPIED AREAS OF THE DWELLING UNIT, NO SPRINKLER PROTi`CTION SHALL BE REQUIRED IN THE CONCEALED SPACE. Tochnleall Da a: FIRes 30 i_�enckmt d Recessed Pendent BIN R f1) _ _ Thread irNrM Griflce ' MwL Pre Ire; InifIw7am . Fierhl Mmr, Afnlsi T� J Ikafiral K i prlaklari.9non Sete lr+cia{ml,y�rsi °P F I Fedor- Inch {mlvr} ..�...........� .. ....._..—. r._.. __.._._— ,.--_T..—.--. ._.— rnrn) — r?!f,S h+ ,..25 I, i1=1 —1 1 7w._ 10. � 0jda_.1 Ordmary7ump. RaLing Inllwrrrlxt ao Torn x Rbtlne : flikinirnlelr IIIIarx.Couq-a�s�r�as 8�ca€n�--------�4�F'�GCl....,._..-f---.._..C'iT��J�B`C}.--.-----� 7apr�li�r�lloc�arta�riiin� I g�+cln91 Ft x Ft Un x m) a=t { rr FT4na Prias�lm I Fla- Prasmu I In ch il'Ihv I { ITY} _..— W11A(i_ltT1'in}}f a-ek ai GPM(Llmin), —RELS ��`•-x'aWl.�trrnr�f �i,!j x 3. 0) P,, I i I P,4i31 3 f ji -,j 74) ri{.- Ar F'�ea YrltTT n _ ...� [ rrkd Cal lib-� p'or WA'. 130, .'3R $ {2,4; I ru - 14 (a; 1 x A. 3) 1 "1 (Z.f! 1r' 07,R) i i' t0 76) , 10 (�,Hj � - •11 rU,7?l I '7' ly instaltnd lrT `��r+'d :l..i to 1� , � v{:eI-I{1tfjxn+efertoNFR# 1S,'�Ror r:D Tlechnt caI Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) M$K• r>phriktor max. d T}lrekn MDarCrol office MInIrc Pressure Temp, Patlkig AT $I {rrrrrrj .0rnOant'ramp,-75 Ac-"aw Sprinkler 1< Lai& Factor Inchf" Temp- FI�Irig -- Ordinary Tamp. Plating IrOemwdiats Top al Reflector 6rinlnlum ILu&-CoLreragearee paw' Grog — - (1715=F i9°C) t4G�IIIrg Spodng Ft x Ft (m x m; Ft (m) Flaw F'r WUM Flow Ftmsure Inch (rtlrn) R 0m� .. 'F f$.F1 ','J 7irf-'.A-+.� ';�: •"5 �, .`. ,: ;t it 1";,_-,JlFFrlr-saY 41["a 1'6"•r r _ I':Xj li4 n�.F7 stga'I,Ir`.l'„t,-., {;�r1.,3x ,3S fa,i1 3(4 ] 7Ll s�,Ar3? 1,:; ri`�'S.r1ta1L2.[Asr:9Fl u •� . � x -,,� I_ ) ;;i C4izi 7 n r::.lrsr =. ,'-t � 8l _ — -- --1 lox id:_:.r-KE,51 -.a[5,71 1?(64131 12(L�a31 17�54.';; .2 C"6L.=, rJearr� .� 1•_ 44 4, a-2 1GIn 26-4`G444:U.d.yFl '.'j L,) 6.1 x 'r. + f' ,. ii;I.1i tfr.'(f1,14� GsoLAd-d''Ur. •'I- t 'I:'. 1 ,'. .. FC!' lw[yLll�`J ;S r,_ ..I ...f '.. .. S G I rd 4 1<aR ..1-40r HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Ium Automatic Sprinkler System, 'n9 n) Date Installed 811 117 Location CALC AREA 2 Number of Sprinklers � 2 1, Basis of Design 1. DENSITY .05 9pmfsq,fL 2. DESIGNED AREA OF USCHARGE 512 sq.ft, System Demand 1. {NATER FLOW RATE 31 9 PM 2. RESI DUAL PRESSURE AT THE BASE DF THE RISER 45 psi Installed By Fire Spdnkler Systems, Inc, HYDRA UL IC NAMEPLA TL N.T.S. PRESSURE REGULATOR TO BE SET AT 60 PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE 14 - 2' ELEV. CONTROL SALL VALVE FINISH GRADE O' ELEV. 1 Via" COPPER L 3/." MASTER METER BLMJ 9.5 PSl LOSS 1 V" PVC MAR V COPPER K cl„ 103 NNwN 70' MAX 1 l�2 101 30' M X -2' ELEV, 100 -2 ELEV. -2 ELEV, JAL T UNDERGf?OUND DETAIL N.T.S. (FOR REFERENCE ONLY) "FOR REFERENCE ONLY PRESSURE REGULATOR TO BE SET AT 60 PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE 10 �--- 2' ELEV. CONTROL BALL VALVE FINISH GRADE V ELEV, 1'/d'r COPPER L 1" METER 4 PSI LOSS PVC 1" COPPER K, DETER -2' ELEV.' MAX 102 101 30' RAJ( 70 100 -2 E L EV. -2 ELEV. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) 1 ra 51 hNUE La AVENUE 52 z O r� Ix AVENUE 53 o AVENUE 54 19 w LJ SITE ffi L1-1 � AUf Z R,t* IICJNITY MAP AJRPO T BLVD NTS VICINITY MAP MT. . GRIFFIN RANCH MASTER PLANS TRACT 32879 ' PLAN 3314 LA QUINTA, CA, AHJ: CITY OF LA QUINTA LEGAL DESCRIPTION OCCUPANCY'R31 U CONSTRUCTION: V-•B STORIES: 1 BUILDING AREA: 3,968 SQFT. FIRE SPRINKLER SYSTEM: DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL RESIDENTIAL WITH A .€35 DENSITY WITHIN AREAS. SCOPE OF WORK: FIRE SPRINKLER DESIGNED AND INSTALLED PER 2016 NFPA 13❑ ALL RESIDENTIAL WITH A .05 DENSITY WIT1 iN AREAS RESIDENTIAL WITH A _06 DENSITY WITHIN AREAS. SCOPE OF WORK TO START AT BASE OF RISER {NGDE 104). CPVC TO SYSTEM SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVII)ED PER 5.1.1.2 BUILDING SUMMARY CONCEALED RES. PENDENT SPRINKLER CONCEALID FEES. PENDENT SPRINKLER Co RESIDENTIAL PENDENT SPRINKLER CHANGE IN ELEVATION RISER LocATION (PER DETAIL) 7C}{ NODE POINT FOR CALCULATION HANGER TIC DETAIL S! f Y f L_f LJ L L EGE Y i_r APPROVAL THC RIVER$IPE COUNTY Fi RL L7E;CArtTMEN7 14p4 RRV IEWS0 AN APPROVED 7HN PLA'15 A89OCIATED WITH THE FERd�ITlrCA5F lib DAIMEA �LStEp i 9LOAM. ApwpgVe n] pLAM 13 VAL tG FOR OPAL YEAR AHd big 5Uer scr 76 CON PL IAN CC WISH lLPPLICAU:L- Ctl7" FROM TIME PP AFaeLgkfAL ti,�b zr=.RUIRQR FIELD INnPECTIONi. DATE; Jf-J'%'Af PEAMMC APPROVAL STA GAUGE f�"MAIN DRAIN VALVE DRAI TO EXTERIOR RUER R FACED CHECK VALVE 3 PSI OSS 1 11' ELE . FROM FINISI i GRADE 55 r,ACCLS SER Im x 3Q' D IR '� {}� I STATIC 82.9. 1 ¢ = 7d, m ; 4' ELEV, RESIDUAL 74.82 -1 34 PS 1 FLOW 2,300 GPM WA 7 R FLOW INF'O)RA rA T(ON 1 F4 _-- 2, t i t !f — i RISER DETAIL N.T.S. e NOV 0 6:.2019 u� a Cl Q � L Cff J La r,• FSS Irrrrlr �rlrNtciltW �1r�x r�+rF raa � LICENSE NO, 684600 ■ CUSTOM, TRACT, MLILTl FAMILY AND COWER= • DESIGN, ENGINEERING ANO WSTALfA-110N 706 E. RARRIBON ST„ SUITE 200 CORONA, CA 92M PH - 800-05-U73 FAX - 951-2 2-2535 • The recipient of these plans hereby acknowledges that all plans, I�tails, speclfrcaticns or methods of Installation contained in this set of plans is the sole property of Fire Spnnkler Syslema Inc and that any use a#this sat at plans is prohibited and is a violation of copyright laws without frrsr receivinq permission frith Fire z Lli Lj 0 U) LU z 110-00 Lj W f+7 [•7 Z J � ' if <C rn K cn Z LE K -j N JOB NO: 31586 DATE: 8115117 DRAWN BY: M.N. RZ�rfi� 101yi Cp � c Tiara LL C-16 LICENSE No, 684600 OP CAO�� SIZE - 24" X W SCAM N.T.S. IF SKEET IS LESS THAN 24' X 36" IF t5 A REDUCED PRINT SCALE ` REDUCEACCORDINGL1' SFIEf=1' ID WKFITAhL t1WS SHEET FP14F FM COMMUNITY DEVELOPMENT 1-FIR, AND 2-HR. GYPSUM WALL ASSEMBLY 1 OR 2 HOAR FIRE RATED THROUGH PENETRATION FIRESTOP FOR SINGLE PLASTIC PIPE THROUGFI GYPSUM WALLS USING BLAZEMASTER CAULK A WALK{ F RATING =1-HR AND 2-HR T DATING 1-HR. AND 2-HR. DRA ANC NOT TO SCALE 1_ PRE- ZA7ED GYPSUM WALLHOARIVSTUD WALL ASSEMBLY A� THE F RATING =1 HOUR IF THERE IS GNIF LAYER OF GYPSUM WALLBOARD. B THE F RATING = 2 HOUR IF TFIERE ARE TWO LAYERS OF GYPSUM WALLSOARD, 2. PLASTIC PIPE - A) NOM. 2' D[AM- (OR SMALLER) SCH. 40 M PIPE B NOM. 2" DIAM. OR SMALLW CPVC PIPE. THE ANNULAR SPACE RANGE MIL BE ,Wti 1 F4' TO }SAX 14X. NOTE. FOR USE IN CLOSET} (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, M ZEMASTER CAULK & WALK - M IN, 10 THICKNESS OF SEALANT APPLIED WITHIN OPENING. ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT A MIN, IW CROWN IS FORMED AROUND THE PENETRATING KTEM. NOTE, THE F & T RATIKS OF THE SYSTEY IS EQUAL TO THE FIRE RATING OF THE 44,4LL ASSEMBLY. IJUdL14 SYSTEM NO, WL215I a HYDRAULIC SYSTEM This Building is Pr,ateclad by a Hydraulically Designed Automatic Sprinkler System. Date Installed &15M Location CALL AREA 2 Number of Sprinklers 2 Basis of Design 1. DENSITY .05 ppm/sq't 2. DESIGNED AREA OF DISCHAIRGE 512 sgft. System Demand 1. WATER FLOW RATE 31 gprn 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 4psi Installed By Fire Sprinkliar Systems, Inc. 0 IREDRO W 4 17-T CLG. f� BONUS ROOM 114" CLG, I I era � I � r t J! 3 l I_L_,I x7l r ATTIC s-3' ACCE&S 8-^ w B-6"CLG. 2 — i.:_: —_ f KITCHEN 20 19 j -- - - - - - - - 124` CLG. - - - m -.. GREAT RIDOU 6P,3, 8 : 13T-" CLG. E71 21 �; CALL AREA 2 . _ [ I Ira / L 7-9* HEAT NE t993 i { - I I IT I 2 l T-* 7 e1e� { L R i I COVERED VERANDA 12'4r CLG. 2 1� r'a X20` 18 CALL AREA 1 I 21 81QFT, I III I�THRGO x IT iq 18, I�f BEDROOM 2 10'0 CLG, J 4 202USPACING 20VU SPACING 171, 10, SHADOW AREA PER NF PA SECTIO14 8 2 5 b MASTER 6 124' CI.G- �I 1L �'•y711 �';� V 113QFT: 4D ( _ -- SOFT. IT Lip 21 SOFT. — 9 F SIFT_ �._ L -" — ...... i MASTERBATHROOM r■. X 12'V CLG. Lij E A7J (ROOM 3 ' BATHR041 r " 2-7' III-d", CLG. .' 1R'-0° CLG. 1 � � �a'>L�o' 5P CIIVG 41'1 44T ',$QF15 1'-10" ` . 7-9 3'-7 S'a6'CLG, 7"1, 12'-Q"CLG. 14 ...._....... ...-... _. 7.1 of M POWDER w -I 7_6" — -- - — -- i 19-0" CLG. LI 42 SQFT. OF2'•1" `* r C El 01 T 7' — IZ-01 CLG, I IYA r CAL& 1 17-tY' I 13 12 UJI r - op flEAT1W Ea X-F 1,1141 Ze 'i 8 SOFT. T 5_�T t.].� .'7 .c•x _ .' F�rL ill-- ' T'-10" 7'-11 7 ; E '1-- 28 i I I I I I CLG. i -1 ■ Lea — r I I PLAN 3314 FIRE SPRINKLER PLAN SCALE: fIl = gr_lylr + I LJ i n , I r' ;I 3 CAR GARAGE PFiOTO Gam::_ i I An SLZE - SYSTEM F I PZ: 3I4' thni 3" MATERIAL -CARBON STEEL FINISH • VH Galvanized. LI STINGJAPP RQVAL - 203-P-X 4231, EX 235i FUNCT10N -SupponlhorizorAal piping: CPVC, Gppperor SMet. SiEe 374" , Z' Prevenic upwavd mo4Pment of pipe.frcm pendent sprinkler discharge Stebilirs .erfaal piping 1NSTAI, ATION - 1`43rtrle6e it mm-tions inclu"iing NFPA 1 g_ 1aR. 130 and CPVC manufacluws Inalrudlons. in6la11 on horizontal or yencqll rnatm" gtlrfaW FASTENERS- UL Li&ted per NFRA 13 In WOOD 314" - 3" CPvc PIPE - "05 somw - no pre aril. 3i4" - 3• Steal and 1~cpper pipe - A 14 x 1 V2" SINS ar 14 C 1 V2" Leh boll • rill pm-d fill. in STEEL: min. 1$ GA. X4" - 3• CPVC. Ctippw and Steel pipe- 114" or 614 Tek Screw FEATURES Offser edge albnlnaM abra5i4n Retainer dir�22le�e 6etaarA hanger kb pipe durim irtetaVBtcin Re�Ia2d AMN 09t�5 SCrety inciuded • 5, 16 hex head ORDERIhIG- Part # end pipe 5t6 CAH ALSO SE USED TO REPLACE - 4606 P ipe Sivap ; C= To Strap Henn 7�asr 61M ZA 121M ' 2.312 1 17d 3 17ri 1 ta7 s.ario 3 �.92h Nominal Pipe -qm (In_) 1 Yi" l IV 2- 2 A' A. YA. 4- 5' ♦�" $• Sle9lpipaaercepLihrBaded IighMai WA JZ_a_ 17-4' 15-0.. 76:_V T-4r 15-0' 7S'-Q' 15.0" 151-T 15'-A' 154' TNS&ded WwaR 6leal WA 1241' 12'4Y 12' W i2-0' IZ4r 12'-0" NIA NIA NJA WA WA pipe Copprartuber Wr F-D' 117.0' IWr 12'-& 12'-0' IT-17 1S-0' 15'-0' 15'-0- 1Vt' 164' CPVC 5'-0' V41* 6-(r 74t' 9'-0• g'-a' 16-0' WA NIA NIA r1VA IIYA Pdybr I:y1Hne (IPS) NVA 314- a'-T 54' T-1r NIA NIA *A Wk NJA WA W polytautplene (CTS) X-11' F-4' TO $' 4-5' 5-6' WA NIA. MA NIA WA WA NIA DLK*@ iron pipe PUA 6UA I VA NiA NIA 1 F-0' NIA WA 15'-0' m;A w-o- 1 s-T AFCON 510 HANGER (STEEL - COPPER - C.P.V.C.) NOT TO SCAU SIZE - SYSFEMPIPE' 3W Chili Z' MATERIAL- Carbon Spaal, FINISH -Mil Glavanixed LISTI NGIAPPROVAL - 203,EK4231. EX 2$51 PATENT- Na S,64a_27R. F UNCT30H - Su,ppvrt harmontel piping: G PVC, Capper cr $taol Pcav dis lisled uarUcatuhoeizarial restraint and rievenls um upward moveenj of pipefmm p�denl spring 3ischuge, 5tabhze uw3Ac:gl piping - IN STALLA-PION - Per these kpnr rcllorKs irldudirtg NFPR 13. 13R, 13D efed CPVG maniifac4rrera nstrucfirns Install on h4nA4n591 aF uerWatl maungng aurtaoe. Snap auner pipe than squeeze strap hank altnwinQ plppee to slide freerp Y41heC #945 thftads aro expasbd in wood, install MES hacking nut FASTENERS - UL Lrsted gar NF PA 13 WOOD - CPVC pipe - #905 6crAw- no r2-dri 1. Capmrand S1aeIpipe-, - 014 SMS or IM "%I 1)2" lag scmw - no pre•dnil. Thru 519" gyprmrn board - 11a1"K 2" lag screw, STEEL - min_ 18 8A. - CPVC. CupPer and Stet pipe - 1 f4' or 814 Telt $3ew. CGNGRETE: RegLared mlrurum toad each rag sterner = 5[wt}♦ 250Ibs.. FEATURES 2 1 112' O1r3trt- logee fat ellinP pope sllde. Gomrlwn cealtew•I ine fee 3I4ariato 1" - C}Nsek edcg}ee elirninele3 �t�rayeon. ' AFCQN #905 sc raw Included - Sy1G" hex head ORDERING- Part 4 and pipe size. AFGON S90 hacltrng nut sold sefpar$pyly a = Iris Fiaa■■gtrJRrslrsrrr NomihW Pipe Size (inJ !4" 1' iW 135" 2' 2A, 3" aw d' s- $ Ir 5leelplpeasxcgAthreaded lighhced WA IT-U' 12'�4` 15'-0" IN-W IF-0' 15'-0' 1S'Ar 15'-0' 15'-0" 16'-0" 16-0' Th,aadm hriwall slcel WA IT-T 12'4' t2l a, 174r 12'-0' 12'-0' NIA 13,rA N:I+L WA I lIq pipe CopixiWa V-9d fi--V IErD' t760' 17-T 12.0' 17,0' 15'40' 1V_V 1$'4' 1FZ' 11`-W CNC 5%6' 6-0' 6-" T'4? 134" W4' 10'-p' NIA WA NIA MIA NIA Pdptm*ne (IPM WA 3',9' 4'-7" S'-V 541' NIA NIA N)A WA NIA PVA NIA Pclyb+tiyllene ACTS} 2'"11" 3'-4' T-11' 4'-5' 5-.5" WA NJA MA WA ILIA NrA NIA Duchle iron pipe WA NIA NIA WA NIA 15'-0' NI# NIA 154, NIA 1s4' 19-0' AFCO111514 HANGER (S TEFL - COPPER - G. P. V. Qj NOT TO 2f✓ALE ras u � M U � W rn �Q W v J 1 � F!J m w oo r =1 ihlher � ctiY c'7 � ,r, i Film 5 i 111:' M s i! 0 LICENSE NIO. BU600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION • 705 E. HAIRF=N ST., SUITE 200 CORONA, CA 079 Phi - 800-916•A73 FAX - 951-272-2535 • Ttie reci.pient of these plans hereby s6naw€edges thZl all plans. details, speCiftAtians Dr methods of in-Mallapon contained in this set of; plans is the sale property Of Firs Sprinklef Systems, Inc,. and IIhDt any use of this Set of 1plarz Is prohibited and is a viulaiian of copyright laws wlthoul first recelulncl pelmisslnn from Fire FLOOR AREA - 3,314 SFQT, TOTAL LIVING AREA - 3,314 SOFT. GARAGE AREA- 654 SQFT. DESIGN AND INSTALLATION SHALE. CONFORM TO N FPA 13D, 2016 ED. NQT ES. 1 ALL HEAD SPACING TO BE 1BT06', UNLESS OTHERWISE RIOTED. 2, ALL PIPES TO BE IN" GPVG, UNLESS OTHERWISE NOTEID, . 3, PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA 13-9.3.4. 4, HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACJNG TO RE PER TA13LES ON THIS SHEET. 5, SPRINKLERS SHALL NOT BE (REQUIRED IN BATHROOMS OF } 55sgff. AND LESS, (SECTION 8.6.2.) 6. SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS. AND PANTRIES THAT MEET ALL OF THE FOLLOWING REQUIREMENTS' (1) THE AREA OF THE SPACE 00ES NOT EXCEED 24sgft- (2) THE WALLS AND CI'ILINGS ARr-. SORFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE: MATERIALS AS DEFINED IN NFPA 220. 9, 8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM TEIE CENTER OF THE SPRINKLER TO THE: CENTER OF THE OBSTRUCTION. 10. 6.2.5.6 SHADOVV AREAS SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREA DO NOT EXCEED 15sgft (1-4 sgm) PER SPRI;NKLEIR. _jCL w� In� F JOB NO- 31586 DATE: 8/15117 DRAWN BY: M. N "3 CTIoN aAS I ON {, t� 110 LICENSE N0. 6846 SIZE -24'H36" SCALE IF SHEET 2 LESS THAN 24" 36' IT IS A (REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET la FIRE SPRINKLER PLAN SHEET FF12 OF FP3 Table n • One Point pt Restrairri i}ria,Pctirri 1 Y6itieal r R�hainr MIT RiAINT RES PAINT ��lE•POINT Or+l%-i'dlttrF #�FarndnaF ^[�.i Pipe SixO Lass than C,raeter#haa krt5t rnQtla$ 11][i psi 109 psr kH 16,5 bar) 9 (G,bar) 13tS2{� +4r27 mI {¢,15 m} QTF25 m] N,23 rn] Dr•&37 {9,41 col (p,5flm} 6N¢p - OhaS� 14k1 r•T1 k4,30 mi Table S - Two Paints pi FitlSFrairYk Naminar Pipe: "g^ "g" Size Le,ea.ihan C➢r�, ter than AA7511nchCS 144 pa{ t hp psi DN J5,4 5eil1 (8,9 bar} 3J4 � -0' 3'..p• pi,f20 (1,22co1 Ic,simj arms (1,52 m) ii'-22 col t-11r4 6•-0' t?N32 11,133 rrW {T.a`2 rn} C}hl41) • CINti¢ I2,13 mj (2,19 m) S 7x+o-Point ANY {71S-rALVCE. ��I Uer7i�+ — Aesirairki r FSTRAINT TWO POIydT — OR ft r2A9: Gerege mateualitln 5prGihtslloa# roan q■ly eupb for thr,nUplNtian At l!L Laced (MieAWstv[° CPVL olpe sntl 1i[111iq} In ggerpt; rtqulre,g %rinlrlSr prpkprea pnr NM 13A1 and FaFPA S3R. Thrse 21an#a0; are denrlpd �, NFt•A codes wlltkd'bne and 15r6 FnnllY Lhs'xlhltgs and t9Vahlle MrNn;;'� m'eipid�rjiAl Qxularfntka up to Four Skrlai in Hagnr. AsrelvehcegnifW 140 Secnurl8b,�'£yrineTer$aRnd1 rcWilpd le girnlS opm atladled pon=hes, calp"ris cr umpar snyeurW Iite iuria9l,Nan gr TFp 5luerla41ei ;prinhror prpC arid fArinpy farnu In Gagpee req.lnhy eprlMF:r pralc9an per HFPA 13R K gayiLpPUcaale ra are Ihiletiny of Ihrpmeuet Requuanenb iet f+ipe. FlNcigs, 861venl Gemenr 5paie■a5. &rakan Qeaipr,, Inslarahwi_ frxau Prhtenlen, arra Patil-traunp Fire nisyiad {vrus nn+F parlrtlnna arc caweritd +n IRrs ,neralla"n re0 GUAnIcrF hrntlhagk pjNr•q rvrJ 1h¢;p a4e67ne Yt !ha nHnual eerelWrl print !e ueslgnlnp -or InstYCnp TV;? 91�20&r:lrr pl>s #511 hnhg rnr y;raye �nsalyUu,ls Thi IntallellrnrlTFpseaelJbrRerpillaJed IFtlingalo garr+la r■pukliqRSldrinfclsrs is -0eoy 4L llelei ad ht id4 CAL urtea. -h51ailelirri F6eae+lremert5 ',xemiarr iFp 91td*hWier GP'JU pipe and Iltllnv,sr,ayLe indir,3nd mnceeku •.ilriny pleh{1eq;,pn5isllnq W L mv,llntlm pe prta qyU d 4r' Ullek pyps;lln ,allhdtlr6 ar'h' tltir:y plrwnod 3pntl4'dr9CgUIFlAIM1lOpIS: 1A L79;Btl, gUl¢k rx;ppndp. S1MIilIr4 t44efepa, pendan! n, plinnl BpMWme wllh A 2251�167-Ci Ir3>dlTllnl 6a]Iplrpr]IrC rJllrg #atll h; U41imd.I,lsprinklera chap he Idr7ltded ptr the mynuiaciurer'x UubpdwS fasrtlggihrh inabueilcl+r. - -nsfallalioa 3uatirM. The Llsld+g lur CuHgr Ins[>+4tinm aWS purttin 4i these o:cwallclea tleflned by HF 15h 1 SR, 21VIImL91p11p In dfLdldarlCEY4ghiha 11L Lletlng. IV 1IWkhie;ilrl1P4G pipe and riginge nay 6h uaeC i& sysgm ^a•Ja in gcctlrartlee wrlP [trtph13,y3a Ind tSR +.rlen aahied Io lheltfEuwmo iynihmri ilmnaHwte: ' ',vhge irnditYkProiaded (hhnehalgd) In eccdrdrmca lMlli NFPA 14 autl 1tl8, Itm 7:1limufi pIOtSCdnn ahnk w+l6as1 pl-0Mer WIC lade[ 61 ryml tltlgB pypRuffh waIIL•.L- rt ar lh`{727 I..l IAzM pr}wooC 2. When 1115lPlleJ++4hn+;1 ploieclioo (axpasatlFiia eceardrnre wlrh rFpd, 53, iy¢ zhd 14FL IkA idleMR IlrrrllaFhPe nhay apply' rhenser ;haA 6e lnclyued OdM iVti7hCt, jilt, AdrtZnnr uthng fyiyrl(Jhlirt+r. h LisleO rt#Idmllkl pla+d"nt epnnkler K to hrr kta9alletl viM Its tlellrerpr qt nre dislenCp irgm ciiGltl ;peGified it the apmr,F,kr ilsllny 1ne Weer tau gaiypWuap WS-yilgllxelMal urriniakutlbasemtel eeiHnp i"+ ucudaeea n Ih MFPi I a41 cnravrke6ed 0114on4 nMnilSdi t>S 16' ar nemipol 7 >< 12'a,posrd aWld tvatld laisi; uh fife' a,r+ra5 d LFsI■d rssrtlenghe Aenrienr slrr.tldrr u 1a Atl InalaN6 vMR its delhptltlr a mnx-+ry+m oh 1-Yf gdow fibs Lottom yl the;pjd wtlgE IgieL n anli[ipatldry o7 tarurd>n57anglypn aT2ilntrhtid celllnq. Yrlae+inllgllkyD 1FP filFraMrsu*PVC piPe and irthnQs In c;+rtll+ndlue wlAi 2'><iy' eSgd vp]tl IWI$. (h8 m8>drltum sYeien wtwhinq prcaaure undtr pq.ninp ga,ditn3ny ah+ll nm CxGEed l)vpsi srd the rao->urnura htstapt wnrwep D!eeBul4 ultQm ftiG {mrnlffa,InCJ [vroJiii�rs chart no r4iee 175 p&i. , Thk [edrtl res+venepl ae,dera spnmut;r a it Lv,+p t 5S1F r,68T] Mln4.iln I¢riperaUie rmirrp and Is to Be Luglh!tl a5a maemum n"i;flpillal J'r•,T,,rla d 12 men Ls IrPm $re wnlsra.q dehtl rtetr. Thd mlem,s W to uLSved tlrxd upor. Y+e Leletl dgMs ror Ily gPrni4ir aglrel9d Bo(CeP4Mal the A6r+ la ! kr9'43Pnmeu a m,Jhpe SpinklKs 4hrll nor hr cars Wen 11 9prn Per sphlk40. Ilk 29 - Double Offset Hanger 81 Restrainer for CPVC Plastic Pipe � �L ',g 1inL $lze Range -- Available In 314' and 1" pipe sizes Mabaniai — PFT',GakvarFlzed 5lewl Function — intend ad m perform as a haingr:r and re'stre finer inr CpUC, pia0p fare aprinl4li:r pipe. Proultles double- aifset 1 'h" x 1 'lz" [ram mounting surTgce. This design wll[ ease irTsrallatian by elirttinsting the treed far wood block Bxtension anrJ allow retry-f# attachrngrtt Qi danger to sprinkker pipe, Features — • Thumb tab provides pFotecGon to restrain pipe fir: rough ppq 5i#ix uanditioF,s. 'Fab is not r5qukr>~•d io be bent tar tfstsr! installation. • Onset edges e1!mtnares abrasion. • Aitiarhes easily to wood structure with two spaclak 010 x 1 hex tread self -threading scnaws furnished witFr product, ■ C;als be Lrsed 8s a single Uff50t hanger by aligning „dimples with top of ma#mting Surface and Lltislzing two fssteriol�s in two of the ihree hnies pravlcked- Approvals , Underwriters' Laboratories Listed to the USA (UL) and Gonads {ct}L) as a Hanger and restrainer to support fro spNnkler sysiams- h4i3mts and exce'edfi requirements of f4FPr1 43, 13R and 130, Finish — ire -Galvanized Order Sy — Figure iltFmbPr and pipe see, PATENT PENdIhlC3 Dour f �ti .11 �I r 00 'r�� 7.Srp0 I I O WE yT'.Ef I_lptdA3GaF1 :r lr ru,i'srri•.n rn rM rMn nrlr @r I ; r , r y k I r r ff �I IS KITCHEN GRFAT RM I - 2� I F3 2-C> GARAC'xF II LA RY SCALE: 1i4" =1'-0[t BUILIN SECTION SC ALE: ,fH" = l'—Ulr Fig. IF i itfi fG i lrtiykikMAd4 k � rryy LI Oi:NSE N0. QU600 CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, t;NGINEI=RINGAND INSTAllATlON 106 E_ HARRISON ST„ SlJliE 2W CORONA, CA 92879 PH • 0Q-91$-3473 FAX - 951.272-253a Tki.e recipient of these plans hereby acknowledges that all plans, details, speceflcaG4iTs or rriethOds of Installation colTtained in this set of pterls Is the coke proQer}1+ of Fire SprinkJar Systems, Inc- and that any use of #iT;s set of pi�it�s Ls prohlbiled and is a vioia5on of COpyr>ghr lays without first reCelvin4 permission #r4fn Fire 00--i lY rn � � � RIM� 113 H JiDB EVD= 31586 DATE: 811 af17 � CL /+F�,EV IGATIO L4 L.a- FI 6 7�51 * LICENSE NO � 684600 � SCALE t!4" =1' l F SHFt=T IS ! ESS THAN 24" X 36" IT IS A REDUCED PRlNT SCALE REDUCE ACC0RIDINOLY Sic EET 1 D SECTIONS SHEET FP3 OF FP3 I r 4A'fJ11?1Coachella Valley Water District 75S1S Hnvley Lane East °' Domestic Water System Flow Analysis Palm Desert, CA92211 Go Fy10 f t H a � UV � 4 a 6 CLEARED Date: X�eted Sy ..` _ Date: ENE Page 1 of 1 NOV o 6 2018 Domestic Water System Flory Analysis (Hydraulic Model) Requested By: I FIRE SPRINKLERS SYSTEMS, INC. Date: 7/18/17 Address: 705 E. 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@fireinc.net Cell: -- Domestic Water System HYDRANT AT THE NE CORNER OF MERV GRIFFIN WAY AND DAMASCUS DRIVE, La Quinta, GEO Flow Analysis Location; i 6-7-15-2, PZ 17-8160 Model Information Flow Analysis Description i "' Requested"Dornestic Test 1 Test 2 Test 3Test 4 Flow Elevation (Ft): -16 _ None available without Steady State, Dynamic (psi): 82.8 Residual Pressure (psi): 74.82 Fire Flow Tested (gpm): _ 2,300 N/A exceeding 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: MervGrif#in&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 will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only, The ultimate design responsibility resides with the Engineer -of -Record for this Project. rh¢u�l4ou have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397. 9 .n III ENG D5-016 (8/31/15) CITY OF LA QUINTA COMMUNITY DEVELOPMENT i-------•---------------.------------------------•---------------------------------_—_-- —_--- I I 1 i Asa 1 0 < If g _ I Fire Flow A hydraht .. 55 WF: 652742 (PZ 17-8160) E Tech: R uben M S. } r^ CVitr�iry d' - g tt<C;[AP.prJ I f "r`� :.r Y , re: .• pr' M E n rr n 1 i I 19 z i i 7 r.... -w.. . — ��+_� � ii �' _'"`5�+"rs'r'rr'2 rrr:,y.,••.. j . ...._. ........�.... -.,..... ?EiT:'..04��_... ..._•• I I � .W✓ 1 �--------------- — 8tlo I �_�.' ----------------- 1 lm'A1r LOI^Ar — — — 207 288 tOT•AO' 286 WELLSITZ 1 20 285 C/LNANFRO cane r 269 291 290 289 qq a 48 292 s 19 2 sea u 299 47 CONSTRUCTION PHASING LEGEND: D 293 300 SD =-�C' M MODEL HOMES - 4 TOTAL (LOTS 60 AND 2111-212) 282 C 291L a I== PARKING -1 TOTAL (LOTS 227.231) s I x 244 $ 301 PHASE 1 -8 TOTAL (LOTS 119, 120, 129,130, 205 AND 227.2291 18 281 297 51 46 3 101" PRASE 2.5 TOTAL (LOTS 173, 174,184, 230 AND 211) I 302 � PHASE J - 6 TOTAL (LOTS 187.1921 293 — Td'.:4 PHASE 4 - 4 TOTAL (LOTS 121, 122, 127AND 128) 280 244 4S 6=2 PHASE 5. A TOTAL (LOTS 107.118 AND 123.126) C1gCO 30J 52 K r PHASE 6 - S TOTAL (LOTS 108. 117, 175,176 AND 193) 77 279 278 MO WA 4 Z -- PHASE 7. 5 TOTAL (LOTS 109. 116, 177,176 AND 182) I 277 44 PHASE 8 - S TOTAL (LOTS 110, 115 AND 179-181) I 276 275 274 53 16 267 268 5 9 260 j1 M0 273 256 N 54 15 26L 42 S I 2ss 268 S 272 6 R OI 242 254 .I 267 55 41 14 271 s g 263 n r 7 8 253 $ 264 c 270 5 40 9 1D 11 12 13 264 265 34 369 38 30 I 252 EFA A. CIRCLE 37 36 35 34 33 32 31 I / 2S1 250 57MERV G27FIN WAY � I A tOT •AKP / / 58 59 6bo1 1 Al63 66 coMMuum 6 „ R: 64 45 RECREATtONCENTER 233 1 ta1•A9r � �+ �E:■L16 21s 214 213 Lm•AG• ~J 216 STORM CAI COURT \ 235 219 }}T'it 203 - I72 etiamoN 217 218 244 W Ruw 236 n list _ 199� 193 .:. tm'Ar 221 209205 ` 148 194 .1 \ ` DEN r rl+uN I � 247 246 24S 244 243 242 240 239 �2 226 425 224 223 222 208 207 208 147 79d 195 184 185 'I'oR r SrxE: 1• wo' --MT-lw — — — 76 1 77 1 78 1 79 80 81 LOi — 21 = — 97 96 82 93 84 75 i 22 u� 98 95 93 92 85 0 S 74 99 n Cift"McOVe7 86 91 ,a 23 100 44 87 3 JJ 40 i 24 101 b 89 88 72 102 ry4A°RIW 103 25 105 106 112 111 104 1 p' 26 71 113 t .ntr R 114r H." 121� .a2a, ri 6T T �1 J 69 136 66 135 13.4 133 132 1J1 137 'wA4FTN Sa EF7 67 138 iLE` 139 140 141 142 4 143 144 RECREATION/ " EETLNBON � 156 �°� 154 178 p AGASCAe 153 152 toT•Iur I J{. YT 1� WAY y ID3 17� n 156 +° 163 164 i 151 v 15q 162 165 150 145 [[17 [ 149 1 146 ;}75 ; 16D 161 166 2 148 I J 147 72 1171 1170 1169 I I, f 167 PROJECT MANAGER OAT VICE PRESIDENT SPIES cwc I YKCE PRESIDENT CONSTRUCTION -----O-A-TE DIWSION PRESVENT DATE MIIIIIIIII DATE: 512/2016 S:\2017\31586\CALL\3314.rdf i FIRE SPRINKLER SYSTEMS 705 E. HARRISONJ SUITE 200 CORONA, CA 192819 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3314 10!� TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 5/2/2018 File No: 31586 Data File Name: 3314.rdf SPRINKLER SPACING Page 1 400.0 sq.. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm Public Main Size: 6 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 18 25.0 74.5 55.9 1 20.0 18.0 18 25.0 74.5 55.9 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DhTE: 5/2/20=18. S: \2017\31586<\CALC\3314. 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 55.9 ---- 25.0 6.06 55.9 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 49.9 ---- 0.17 0.00 49.9 2 101 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 49.9 ---- 25.0 0.17 49.9 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.17 0.00 45.7 ---- 0.17 0.00 45.7 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 45.7 ---- 25.0 3.45 45.7 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 42.2 ---- 0.04 0.00 42.2 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 42.2 ---- 25.0 0.37 42.2 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 40.1 5 0.05 1.73 40.1 5 104 2.00 L ---- 2.0 -5 5 20.0 0.17 40.1 5 20.0 0.17 40.1 150 105 1.394 6.0 ---- 4.0 ---- ---- 0.02 0.67 39.1 ---- 0.02 0.87 39.1 6 105 1.00 -3.0 4.0 ----- ----- 20.0 0.02 39.1 ---- 20.0 0.02 39.1 150 106 1.394 0.0 ---- 4.0 ---- ---- 0.02 0.00 36.1 ---- 0.02 0.00 36.1 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 0.41 36.1 ---- 20.0 0.41 36.1 150 10 1.394 12.0 ---- 11.0 ---- ----- 0.02 3.03 32.6 ---- 0.02 3.03 32.6 6 10 31.00 2L4R----- 11.0 ---- ---- 20.0 3.06 32.6 ---- 20.0 3.06 32.6 150 11 1.101 14.0 ---- 11.0 ---- ---- 0.07 0.00 29.6 ---- 0.07 0.00 29.6 9 11 9.50 2R ---- 11.0 ---- ---- 9.9 0.65 29.6 ---- 9.9 0.65 29.6 150 12 0.674 2.0 ---- 11.0 ---- ---- 0-06 0.00 28.9 ---- 0.06 0.00 26.9 10 12 2.00 L ---- 11.0 ---- ---- 9.9 0.34 28.9 ---- 9.9 0.34 28.9 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.06 0.87 27.7 ---- 0.06 0.87 27.7 11 13 40.50 L2B4R ---- 13.0 ---- ---- 9.9 3.09 27.7 ---- 9.9 3.09 27.7 150 14 0.874 14.0 ---- 13.0 ---- ---- 0.06 0.00 24.6 ---- 0.06 0.00 24.6 12 14 10.50 LR ---- 13.0 ---- ---- 9.9 0.88 24.6 ---- 9.9 0.88 24.6 150 15 0.874 5.0 ---- 13.0 ---- ---- 0.06 0.00 23.8 ---- 0.06 0.00 23.8 13 15 2.00 L ---- 13.0 ---- ---- 9.9 0.34 23.8 ---- 9.9 0.34 23.8 150 16 0.874 4.0 ---- 11.0 ---- ---- 0.06 0.67 24.3 ---- 0.06 0.87 24.3 14 16 37.00 L7R ---- 11.0 ---- ---- 9.9 2.72 24.3 ---- 9.9 2.72 24.3 150 17 0.674 11.0 ---- 11.0 ---- ---- 0.06 0.00 21.6 ----- 0.06 0.00 21.6 15 17 14.00 B ---- 11.0 ---- ---- 20.0 3.56 21.6 ---- 20.0 3.56 21.6 150 18 0.874 3.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 16 17 1.50 B ---- 11.0 ---- ---- -10.1 0.27 21.6 ---- -10.1 0.27 21.6 150 19 0.874 3.0 ---- 11.0 ----- ---- -0.06 0.00 21.8 ---- -0.06 0.00 21.8 17 19 2.00 L ---- 11.0 ---- ---- -10.1 0.36 21.8 ---- -10.1 0.36 21.8 •:;.. DATE: 5%2/2018.-S:_\2017\31586\CALL\3314. rdf Page ~3 150 20 0.874 4.0 ---- 13.0 ---- ---- -0.06 0.87 21.3 ---- -0.06 0.87 21.3 18 20 4.50 L ---- 13.0 ---- ---- -10.1 0.51 21.3 ---- -10.1 0.51 21.3 '150 21 0.874 4.0 ---- 13.0 ---- ---- �-0.06 0.00 21.8 ---- -0.06 0:00 21:8 19 21 8.50 R ---- 13.0 ---- 3 ---- -10.1 0.56 21.8 ---- -10.1 0.56 21.8 150 22 0.874 1.0 ---- 13.0 ---- ---- -0.06 0.00 22.4 -- - -0.06 0.00 22.4 20 22 10.00 LR ---- 13.0 ---- ---- -10.1 0.89 22.4 ---- -10.1 -0.89 22.4 150 23 0.874 5.0 ---- 13.0 ---- ---- -0.06 0.00 23.3 --- -0.06 0.00 23.3 21 23 1.00 L ---- 13.0 ---- ---- -10.1 0.30 23.3 ---- -10.1 0.30 23.3 150 24 0.874 4.0 ---- 14.0 ---- ---- -0.06 0.43 23.1 -- - -0.06 0.43 23.1 22 24 28.50 L2R ---- 14.0 ---- ---- -10.1 2.05 23.1 ---- -10.1 2.05 23.1 150 25 0.874 6.0 ---- 14.0 ---- ---- -0.06 0.00 25.2 --- -0.06 0.00 25.2 23 25 1.00 L ---- 14.0 ---- ---- -10.1 0.30 25.2 ---- -10.1 0.30 25.2 150 26 0.874 4.0 ---- 13.0 ---- ---- -0.06 0.43 25.9 ---- -0.06 0.43 25.9 24 26 14.00 L4R ---- 13.0 ---- ---- -10.1 1.31 25.9 ---- -10.1 1.31 25.9 150 27 0.874 8.0 ---- 13.0 ---- ---- -0.06 0.00 27.2 ---- -0.06 0.00 27.2 25 27 2.00 L ---- 13.0 ---- ---- -10.1 0.36 27.2 ---- -10.1 0.36 27.2 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.06 0.67 28.5 ---- -0.06 0.87 28.5 26 28 11.00 LBR ---- 11.0 ---- ---- -10.1 1.13 28.5 ---- -10.1 1.13 28.5 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.06 0.00 29.6 ---- -0.06 0.00 29.6 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, e -DATE: 5/2/2018 S:\2017\31586\CALL\3314.rdf page :4 - The maximum velocity of water flow occurs in pipe 15. at 10.69 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe is - at 10.69 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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 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 3.7.0 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 0.01 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 55.9'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 18. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 5/2/2018 S:\2017\31586\CALL\3314.rdf Page 1 t FIRE SPRINKLER SYSTEMS 705 E. HARRISONJ SUITE 200 CORONA,CA'92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3314 10°s TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 5/2/2018 File No: 31586 Data File Name: 3314.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(lGxl6) 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. Flowing 1 2 Min Spklr. Press. Flow (psi) 13.0 7.6 13.0 7.6 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. Node Total Avail. Req'd No. Flow Press. Press. 21 18.0 74.5 31.8 21 31.0 74.5 54.2 I?ATE: 5/2/2018 S:\2017\31586\CALC\3314.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 ---- 18.0 3.30 31.8 ----- 31.0 9.02 54.2 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 28.5 ----- 0.25 0.00 45.2 2 101 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 28.5 ---- 31.0 0.25 45.2 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.09 0.00 24.4 ---- 0.25 0.00 41.0 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 24.4 ---- 31.0 5.14 41.0 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 22.5 ---- 0.05 0.00 35.8 4 103 4.00 LG ---- -2.0 ---- ----- 1B.0 0.20 22.5 ---- 31.0 0.55 35.8 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 20.6 5 0.08 1.73 33.5 5 104 2.00 L ---- 2.0 -5 5 13.0 0.08 20.6 5 26.0 0.28 33.5 150 105 1.394 6.0 ---- 4.0 ---- ---- 0.01 0.87 19.6 ---- 0.04 0.87 32.4 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.01 19.6 ---- 26.0 0.04 32.4 150 106 1.394 0.0 ---- 4.0 ---- ---- 0.01 0.00 16.6 ---- 0.04 0.00 29.4 7 106 7.00 2L ----- 4.0 ---- ---- 13.0 0.18 16.6 ---- 26.0 0.67 29.4 150 10 1.394 12.0 ----L 11.0 ---- ---- 0.01 3.03 13.4 ---- 0.04 3.03 25.7 J B 10 31.00 2L4R ---- 11.0 ---- ---- 13.0 1.38 13.4 ---- 26.0 4.98 25.7 150 11 1.101 14.0 ---- 11.0 ---- ---- 0.03 0.00 12.0 ---- 0.11 0.00 20.7 9 11 9.50 2R ---- 11.0 ---- ---- 5.9 0.25 12.0 ---- 11.6 0.88 20.7 150 12 0.874 2.0 ---- 11.0 ---- ---- 0.02 0.00 11.8 ---- 0.08 0.00 19.8 10 12 2.00 L ---- 11.0 ---- ---- 5.9 0.13 11.8 ---- 11.6 0.46 19.8 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 10.8 ---- 0.08 0.87 18.5 11 13 40.50 L2B4R ----- 13.0 ---- ---- 5.9 1.20 10.8 ---- 11.6 4.15 18.5 150 14 0.874 14.0 ---- 13.0 ---- ---- 0.02 0.00 9.6 ---- 0.08 0.00 14.3 12 14 10.50 LR ---- 13.0 ---- ---- 5.9 0.34 9.6 ---- 11.6 1.18 14.3 150 15 0.874 5.0 ---- 13.0 ---- ---- 0.02 0.00 9.2 ---- 0.08 0.00 13.2 13 15 2.00 L ---- 13.0 ---- ---- 5.9 0.13 9.2 ---- 11.6 0.46 13.2 150 16 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.87 10.0 ---- 0.08 0.87 13.6 14 16 37.00 L7R ---- 11.0 ---- ---- 5.9 1.06 10.0 ---- 11.6 3.65 13.6 150 17 0.874 11.0 ---- 11.0 ---- ---- 0.02 0.00 8.9 ---- 0.08 0.00 9.9 15 17 14.00 B ----- 11.0 ---- ---- 0.0 0.00 8.9 ---- 0.0 0.00 9.9 150 18 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 8.9 ---- 0.00 0.00 9.9 16 17 1.50 B ---- 11.0 ---- ---- 5.9 0.10 8.9 ---- 11.6 0.34 9.9 150 19 0.874 3.0 ---- 11.0 ---- ---- 0.02 0.00 8.8 ----- 0.08 0.00 9.6 17 19 2.00 L ---- 11.0 ---- ---- 5.9 0.13 8.8------ 11.6 0.46 9.6 DINE: 5/2/2018 S:\2017\31586\CALL\3314.rdf Page 3 150 20 0.874 4.0 ---- 13.0 ---- ---- 10.02 0.87 7.8 ---- 0.08 0.87 8.3 18 20 4.50 L ----. 13.0 ---- ---- 5.9 0.19 7.8 ---- 11.6 0.65 8.3 150 21 0.874 4.0 ---- 13.0 4.71 13.0 ;0.02 0.00 7.6 13.0 0.08 0.00 7.6 19 21 8.50 R ---- 13.0 4.71 t 13.0 -7.1 0.29 7.6 13.0 -1.4 0.02 7.6 150 22 0.874 1.0 ---- 13.0 4.71 ---- -0.03 0.00 7.9 13.0 0.00 0.00 7.6 20 22 10.00 LR ---- 13.0 4.71 ---- -7.1 0.46 7.9 13.0 -14.4 1.72 7.6 150 23 0.874 5.0 ---- 13.0 ---- ---- -0.03 0.00 8.4 ---- -0.11 0.00 9.3 21 23 1.00 L ---- 13.0 ---- ---- -7.1 0.15 8.4 ---- -14.4 0.57 9.3 150 24 0.874 4.0 ---- 14.0 ---- ---- -0.03 0.43 8.1 ---- -0.11 0.43 9.5 22 24 28.50 L2R ---- 14.0 ---- ---- -7.1 1.06 8.1 ---- -14.4 3.95 9.5 150 25 0.874 6.0 ---- 14.0 ---- ---- -0.03 0.00 9.1 ---- -0.11 0.00 13.4 23 25 1.00 L ---- 14.0 ---- ---- -7.1 0.15 9.1 ---- -14.4 0.57 13.4 150 26 0.874 4.0 ---- 13.0 ---- ---- -0.03 0.43 9.7 ---- -0.11 0.43 14.4 24 26 14.00 L4R ---- 13.0 ---- ---- -7.1 0.67 9.7 ---- -14.4 2.52 14.4 150 27 0.674 8.0 ---- 13.0 ---- ---- -0.03 0.00 10.4 ---- -0.11 0.00 17.0 25 27 2.00 L ---- 13.0 ---- ---- -7.1 0.18 10.4 ---- -14.4 0.69 17.0 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.03 0.87 11.4 ---- -0.11 0.87 18.5 26 28 11.00 LBR ---- 11.0 ---- ---- -7.1 0.58 11.4 ---- -14.4 2.1B 18.5 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.03 0.00 12.0 ---- -0.11 0.00 20.7 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: '5/!2,/2016 S:\2017-\-31586\CALC\3314.rdf Page -4: ` -r 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 2 at 12.80 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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 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 2 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 3.7.0 computer program (License No. 50061444 ) 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 0.06 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 54.2 psi and a 7 minute flow of 217 gal. and a 10 minute flow of 310.1 gallons. The minimum pressure at any node is 7.6 psi at node 21. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 Page 5 DATE: 5./2/2018 S:\2017\31586\CALC\3314.3:df WATER SUPPLY CURVE 75. 67.! P 60.1 R E 52 .' S S 45.( U R 37. E ( 30.( P 22 S T ) 15.( 7.5 0.0 04 8 12 16 20 24 28 32 36 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 9 18.0 gpm 74.5 psi @ 31.0 gpm B = Required Water Supply D = Required Water Supply 31.8 psi @ 18.0 gpm 54.2 psi @ 31.0 gpm 40 DATE: 10730/2018 S:\2017\31586\CALC\3314_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 3314_ALT 109. TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 1 Date: 10/30/2018 File No: 31586 Data File Name: 3314 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 F1 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 0.674 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. Flowing Flow (psi) No. Flow Press. 1 20.0 18.0 18 25.0 74.5 1 20.0 18.0 18 25.0 74.5 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. Req'd Press. 62.0 62.0 DATE: 10/30/2018 S:\2017\3i5S6\CALC\331-4-ALT.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler•flowing * 1 sprinklers flowing FZXD 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 62.0 ---- 25.0 6.04 62.0 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 55.9 ---- 0.17 0.00 55.9 2 101 1.00 -9.5 -2.0 ---- ---- 25.0 0.69 55.9 ---- 25.0 0.69 55.9 150 102 0.745 0.0 ----- -2.0 ---- ---- 0.69 0.00 45.7 ---- 0.69 0.00 45.7 3 102 70.00 3L ---- -2.,0 ---- ----- 25.0 3.45 45.7 ---- 25.0 3.45 45.7 150 103 1.360 24.0 ---- -2.0 ---- ----- 0.04 0.00 42.3 ---- 0.04 0.00 42.3 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 42.3 ---- 25.0 0.37 42.3 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 40.2 5 0.05 1.73 40.2 5 104 2.00 L ---- 2.0 -5 5 20.0 0.17 40.2 5 20.0 0.17 40.2 150 105 1.394 6.0 ---- 4.0 ---- ---- 0.02 0.87 39.1 ---- 0.02 0.87 39.1 6 105 1.00 -3.0 4.0 ----- ----- 20.0 0.02 39.1 ---- 20.0 0.02 39.1 150 106 1.394 0.0 ---- 4.0 ---- ---- 0.02 0.00 36.1 ---- 0.02 0.00 36.1 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 0.41 36.1 ---- 20.0 0.41 36.1 150 10 1.394 12.0 ---- 11.0 ---- ---- 0.02 3.03 32.7'---- 0.02 3.03 32.7 8 10 31.00 2L4R ---- 11.0 ---- ---- 20.0 3.06 32.7 ---- 20.0 3.06 32.7 150 11 1.101 14.0 ---- 11.0 ---- ------ 0.07 0.00 29.6 ---- 0.07 0.00 29.6 9 11 9.50 2R ---- 11.0 ---- ---- 9.9 0.65 29.6 ---- 9.9 0.65 29.6 150 12 0.874 2.0 ---- 11.0 ---- ---- 0.06 0.00 29.0 ---- 0.06 0.00 29.0 10 12 2.00 L ----- 11.0 ---- ---- 9.9 0.34 29.0 ---- 9.9 0.34 29.0 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.06 0.87 27.8 ---- 0.06 0.87 27.8 11 13 40.50 I,2B4R ---- 13.0 ---- ---- 9.9 3.09 27.8 ----- 9.9 3.09 27.8 150 14 0.874 14.0 ---- 13.0 ---- ---- 0.06 0.00 24.7 ---- 0.06 0.00 24.7 12 14 10.50 LR ---- 13.0 ---- ---- 9.9 0.86 24.7 ---- 9.9 0.88 24.7 150 15 0.874 5.0 ---- 13.0 ---- ---- 0.06 0.00 23.8 ---- 0.06 0.00 23.8 13 15 2.00 L ---- 13.0 ---- ---- 9.9 0.34 23.8 ----- 9.9 0.34 23.8 150 16 0.874 4.0 ---- 11.0 ---- ---- 0.06 0.87 24.3 ---- 0.06 0.87 24.3 14 16 37.00 L7R ---- 11.0 ---- ---- 9.9 2.72 24.3 ----- 9.9 2.72 24.3 150 17 0.874 11.0 ---- 11.0 ---- ---- 0.06 0.00 21.6 ---- 0.06 0.00 21.6 15 17 14.00 B ---- 11.0 ---- ---- 20.0 3.56 21.6 ---- 20.0 3.56 21.6 150 18 0.874 3.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 16 17 1.50 B ---- 11.0 ---- ---- -10.1 0.27 21.6 ---- -10.1 0.27 21.6 150 19 0.874 3.0 ----- 11.0 ---- ---- -0.06 0.00 21.9 --- -0.06 0.00 21.9 17 19 2.00 L ---- 11.0 ---- ---- -10.1 0.36 21.9 ---- -10.1 0.36 21.9 DATE: 10/36/20i8 S:\2017\3i586\CALC\3314-ALT.rdf Page 3 - - 150 20 0.874 4.0 ---- 13.0 ---- ---- -0.06 0.87 21.3 ---- -0.06 0.87 21.3 18 20 4.50 L ---- 13.0 ---- ---- :10.1 0.51 21.3 ---- -10.1 0.51 21.3 150 21 0.874 4.0 ---- 13.0 ---- ---- =0.06 0.00 21.9 ---- -0.06 0.00 21.9 19 21 8.50 R ---- 13.0 ---- ---- '10.1 0.56 21.9 ---- -10.1 0.56 21.9 150 22 0.874 1.0 ---- 13.0 ---- ----- -0.06 0.00 22.4 ---- -0.06 0.00 22.4 20 22 10.00 LR ---- 13.0 ----- ---- -10.1 0.89 22.4 ---- -10.1 0.69 22.4 150 23 0.874 5.0 ---- 13.0 ---- ---- -0.06 0.00 23.3 ---- -0.06 0.00 23.3 21 23 1.00 L ---- 13.0 ---- ---- -10.1 0.30 23.3 ---- -1.0.1 0.30 23.3 150 24 0.874 4.0 ---- 14.0 ---- ---- -0.06 0.43 23.2 ---- -0.06 0.43 23.2 22 24 28.50 L2R ---- 14.0 ---- ---- -10.1 2.05 23.2 ---- -10.1 2.05 23.2 150 25 0.874 6.0 ---- 14.0 ---- ---- -0.06 0.00 25.2 ---- -0.06 0.00 25.2 23 25 1.00 L ---- 14.0 ---- ---- -10.1 0.30 25.2 ---- -10.1 0.30 25.2 150 26 0.674 4.0 ---- 13.0 ---- ---- -0.06 0.43 26.0 ---- -0.06 0.43 26.0 24 26 14.00 L4R ---- 13.0 ---- ---- -10.1 1.31 26.0 ---- -10.1 1.31 26.0 150 27 0.874 8.0 ---- 13.0 ---- ---- -0.06 0.00 27.3 ---- -0.06 0.00 27.3 25 27 2.00 L ---- 13.0 ---- ---- -10.1 0.36 27.3 ---- -10.1 0.36 27.3 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.06 0.87 28.5 ---- -0.06 0.87 28.5 26 28 11.00 LBR ---- 11.0 ---- ---- -10.1 1.13 28.5 ---- -10.1 1.13 26.5 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.06 0.00 29.6 ---- -0.06 0.00 29.6 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: 10/30/2018 S:\2017\31586\CALC\3314_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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 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 0.02 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.19 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 62.0 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 18. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 ,"--,,DATE: 10/30/2018 S:\2017'\31586\CALC\3314 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 3314 ALT 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 10/30/2018 . File No: 31586 Data File Name: 3314 ALT.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(l6xl6) 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 & I 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: 6 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Regld Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 21 18.0 74.5 37.6 2 13.0 7.6 21 31.0 74.5 60.5 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 1.0/30/2018 S:\2017\31586\CALC\3314-ALT-.rdf s.-, F: "' -Page 2 S 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 ---- 18.0 3.29 37.6 ---- 31.0 9.01 60.5 150 101 0.995 6.0 ---- -2..0 ---- ---- 0.09 0.00 34.3 ---- 0.25 0.00 51.5 2 101 1.00 --9.5 1-2.0 ---- ----- 18.0 0.38 34.3 ---- 31.0 1.03 51.5 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.38 0.00 24.4 ---- 1.03 0.00 41.0 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 24.4 ---- 31.0 5.15 41.0 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 22.5 ----- 0.05 0.00 35.8 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 22.5 ---- 31.0 0.55 35.8 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 20.6 5 0.08 1.73 33.6 5 104 2.00 L ---- 2.0 -5 5 13.0 0.08 20.6 5 26.0 0.28 33.6 150 105 1.394 6.0 ---- 4.0 ---- ---- 0.01 0.87 19.6 ---- 0.04 0.87 32.4 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.01 19.6 ---- 26.0 0.04 32.4 150 106 1.394 0.0 ---- 4.0 ---- ---- 0.01 0.00 16.6 ---- 0.04 0.00 29.4 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.18 16.6 ---- 26.0 0.67 29.4 150 10 1.394 12.0 ---- 11.0 ---- ----- 0.01 3.03 13.4 ---- 0.04 3.03 25.7 8 10 31.00 2L4R ---- 11.0 ---- ---- 13.0 1.38 13.4 ---- 26.0 4.98 25.7 150 11 1.101 14.0 ---- 11.0 ---- ---- 0.03 0.00 12.0 ---- 0.11 0.00 20.7 9 11 9.50 2R ---- 11.0 ---- ---- 5.9 0.25 12.0 ---- 11.6 0.88 20.7 150 12 0.874 2.0 ---- 11.0 ---- ---- 0.02 0.00 11.8 ---- 0.08 0.00 19.8 10 12 2.00 L ---- 11.0 ---- ---- 5.9 0.13 11.8 --•-- 11.6 0.46 19.8 150 13 0.874 4.0 ---- 13.0 ---- ----- 0.02 0.87 10.8 ---- 0.08 0.87 18.5 11 13 40.50 L2B4R ---- 13.0 ---- ---- 5.9 1.20 10.8 ---- 11.6 4.15 18.5 150 14 0.874 14.0 ---- 13.0 ---- ---- 0.02 0.00 9.6 ---- 0.08 0.00 14.4 12 14 10.50 LR ---- 13.0 ---- ---- 5.9 0.34 9.6 ---- 11.6 1.18 14.4 150 15 0.874 5.0 ---- 13.0 ---- ---- 0.02 0.00 9.2 ---- 0.08 0.00 13.2 13 15 2.00 L ---- 13.0 ---- -------- 5.9 0.13 9.2 ----- 11.6 0.46 13.2 150 16 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.87 10.0 ----- 0.08 0.87 13.6 14 16 37.00 L7R ---- 11.0 ---- ---- 5.9 1.06 10.0 ---- 11.6 3.65 13.6 150 17 0.B74 11.0 ---- 11.0 ---- ---- 0.02 0.00 8.9 ---- 0.08 0.00 9.9 15 17 14.00 B ---- 11.0 ---- ---- 0.0 0.00 8.9 ---- 0.0 0.00 9.9 150 18 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 8.9 ---- 0.00 0.00 9.9 16 17 1.50 B ---- 11.0 ---- ---- 5.9 0.10 8.9 ---- 11.6 0.34 9.9 150 19 0.874 3.0 ---- 11.0 ---- ---- 0.02 0.00 8.8 ---- 0.08 0.00 9.6 17 19 2.00 L ---- 11.0 ---- ---- 5.9 0.13 8.8 ---- 11.6 0.46 9.6 DATE: 10/30/2018 S:\2017\315.8.6;\_CALC\3314 ALT.rdf' Page 3 150 20 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 7.8 ---- 0.08 0.87 8.3 18 20 4.50 L ---- 13.0 ---- ----, 5.9 0.19 7.8 ---- 11.6 0.65 8.3 150 21 0.874, 4.0 ---- 13.0 4.71 13.0, 0..02 0.00 7.6 13.0 0.08 0.00 7.6 19 21 8.50 R ---- 13.0 4.71 13.0 -7.1 0.29 7.6 13.0 -1.4 0.02 7.6 150 22 0.874 1.0 ---- 13.0 4.71 ---- -0.03 0.00 7.9 13.0 0.00 0.00 7.6 20 22 10.00 LR ---- 13.0 4.71 ---- -7.1 0.46 7.9 13.0 -14.4 1.72 7.6 150 23 0.874 5.0 ---- 13.0 ---- ---- -0.03 0.00 8.4 ---- -0.11 0.00 9.4 21 23 1.00 L ---- 13.0 ---- ---- -7.1 0.15 8.4 ---- -14.4 0.57 9.4 150 24 0.874 4.0 ---- 14.0 ---- ---- -0.03 0.43 8.1 ---- -0.11 0.43 9.5 22 24 28.50 L2R ---- 14.0 ---- ---- -7.1 1.05 8.1 ---- -14.4 3.95 9.5 150 25 0.874 6.0 ---- 14.0 ---- _--- -0.03 0.00 9.1 ---- -0.11 0.00 13.4 23 25 1.00 L ---- 14.0 ---- ---- -7.1 0.15 .9.1 -- - -14.4 0.57 13.4 150 26 0.874 4.0 ---- 13.0 ---- ---- -0.03 0.43 9.7 ---- -0.11 0.43 14.5 24 26 14.00 L4R ---- 13.0 ---- ---- -7.1 0.67 9'.7 ---- -14.4 2.52 14.5 150 27 0.874 8.0 ---- 13.0 ---- ---- -0.03 0.00 10.4 ---- -0.11 0.00 17.0 25 27 2.00 L ---- 13.0 ---- ---- -7.1 0.18 10.4 -- - -14.4 0.69 17.0 150 28 0.874, 4.0 ---- 11.0 ---- ---- -0.03 0.87 11.5 ---- -0.11 0.67 18.5 26 28 11.00 LBR ---- 11.0 ---- ---- -7.1 0.58 11.5 ---- -14.4 2.18 18.5 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.03 0.00 12.0 ---- -0.11 0.00 20.7 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: 10/30/2018' S\2017\31586\CALC\3314 ALT.rdf Page 4 The maximum velocity of water flow occurs in pipe 2 at 13.25 ft/s-with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 22.83 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 S R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y 2 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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 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 12 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 I1.00 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 0.07 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.16 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 60.5 psi and a 7 minute flow of 217 gal. and a 10 minute flow of 310.1 gallons. The minimum pressure at any node is 7.6 psi at node 21. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: "10/30/2018 'S:\2017\31586.\CAI;C\3314 ALT.rdt Page°.5 ti'-,.--- WATER SUPPLY CURVE 75. 67.1 P 60.1 R E 52.! S S 45. { U R 3 7 . '. E ( 30.( P 22.E S z 15.0 7.5 0.0 04 8 12 16 20 24 28 32 3F 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 @ 31.0 gpm B = Required Water Supply D = Required Water Supply 37.6 psi @ 18.0 gpm 60.5 psi @ 31.0 gpm 40