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FCMP2018-0009 Griffin Ranch Plan 7 Rev 1a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2018-0009 MoFT�• . Description: GRIFFIN RANCH / MASTER PLAN TYPE 7 / 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: DAYS REVIEWS ACTIONS INSPECTIONS CONDITIONS IV] CASE OPEN L OPEN COMPLETED 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 9:00:38 AM 1 of 3 CENTRALSOLIARE Project Details PROJECT NUMBER `..=� w City of La Qu i nta FCM P2018-0009 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) EDGAR GONZALEZ 11/21/2018 11/21/2018 11/21/2018 APPROVED CONDITIONS TO REMAIN. Printed: Thursday, January 26, 2023 9:00:38 AM 2 of 3 CENTRALSOLIARE ° Project Details PROJECT NUMBER yow City of La Qu i nta FCM P2018-0009 1ST PERMIT PERMIT TECH TECHNICIAN (1DAY) I BUCKET 67ND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED CVWD Domestic Water CVWD Domestic Water DOC 11/17/2021 JOSE DELGADO System Flow Analysis System Flow Analysis & 0 and Hydraulics Hydraulics Calculation Calculation Report.pdf Report.pdf DOC 11/17/2021 JOSE DELGADO Fire Review Fire Review 0 Application.pdf Application.pdf DOC 4/28/2020 KAYLI ALFORD 31586-DE Master Plan 31586-DE Master Plan 0 4700 (AsBuilt).pdf 4700 (AsBuilt).pdf Printed: Thursday, January 26, 2023 9:00:38 AM 3 of 3 CENTRALSQUARE Bullelln C06 Rev.I M(>del RFC30(SIN RA0611) IIII� @ Ik>dai RFCd SIN RJ401) 5 R Ila b I e Model RFC49 (SIN RA0616) 8 Residential Fiat Concealed Sprinklers A ResidentPal Fiat [concealed Sprinklerengineered for a minimum design density of 0.05 gipmfiF with low GPM requirements,. Features ;f y......,. S W,, 1. Very low water few requirements. 2. Cover plate atlachment (Plaint or Perfotated) I With 112- (13m) Total ad justrnent. { F 3, Thread-On/Thread-Off or Push-Onghread + Lh,;;, ,YZ Off cover attaOrnent optionTV . yy V tiF• u ,•f.: 4. Smooth +a,esthet� ceiling profile. } y, ,. Available in braes chrorne and bI aok P talcd ar painted finishes. p lain Covet Flats Listings & Approval 1. Listen by Undervl hers Laboratories, and certified by UL for Canada (cULus) - UL Listng Categories Residential Automatic Sprinklers UL. Guide Number VK VV Product Description MID del RK 30, RFC43land RF049 Con te-sle0 Res! den- tiEJ Sprink{er3 wefast re9pcn9e redder` lEs fusible 301der link ai-Amatic sprinkrera. Reside dial sprinklefs differ from standard 8ptlnkle e prImarily in 1tleir response i;me and water dIsir itution patterns. Perforated Cover Plate Mvdal FIFC36, RFC4.3 ano FIFC499 spr Inktei s disc#lerge water In a nernispherical pattern below irle sprinkler de Arid positively attached and bleWa Into 1ha ceiling, ten~ flectar. Residential distrbtflion paterns are higher and ,ieallrQ trla moat bependaDIe IIre protoot ion available, an generally conialnatiner aroplet slza Iran sty. oara sprin- automatic sprin4er "am. Nor patterns, Tne HF030, PFC43 and FFC49 aria UL Listed Fle4ide n- "T`he combInaftn of speed of operalion and high dig- tial Sprinklers to be installed in Vw residefltial portiarrs atwge pattern required far reeldantial sprinklers Ma3 or any occupancy in accordanoe with NFPA 13. 13iR, & demonsLiated, in fire Tearing, an abllily for contralling 13D. residergial fkr , and thereby Voviding signfficant evacu- The FRFCM, RF043 and FFC49 can reduce the need pion time for occupant.. tar preclse cutting of drop nipples- The threaded cover The RFC, RFC43 and HFC49 Spr1 iKfers prwOe the plate assembly :an be aci]usled Wthaut tools to tit ac- bestlorm atfire protealon by comtx6ng ar) attractive ap- curataly agatnlz trio ceiling. The fire p1•otwlion -ystam pearance and 3`z` C13mm) at cover adlustrtlarrt for ease meo riot be shut dDYin to a1ju51 or remve the cover at irtatallallor-f. The smalt ftmeter cover plate Is eaa€Iy plate a rnL-Ay. The Reliable Automatic SprinkterCo, Inc., 103 Fairview Park Drive, kirnsiord, New York 10523 ModelAmbient Thread Nominal SprInkler COP Assembly Max, Max. (SIN) Sllb Sim Orifice Temp Ratting Tern{. R13tlt1g Temp.Pre&sure lrloh I(mmt inch (nlmj psi ( bar) °F °IC -r oe- ---Factor °P 'ry RFC 20 (RAOS11) 51w, .:w.2` 165 �74 lira S? 1':�r1 as 3.L)(h.3,2) 175(12, R FO 43 (RA0612) �(151 =a (10} 'u5 74 135 67 100 38 4.3 ($2; 175 (1 }) RFC 49 FtlillQ61 } 16h r 4 155 57 1!lu SrS 4 r '+ • Gr 1 I5 (1 ' RFC 30 Ordinary Temp. Rating Max_ Caverage Max. Spacing (165-F174°C) area x Ft (m x M) R (m) Flaw PressureFt — i GPM (L7min) PSI (bar} i x 12f3,Fx.-:,Fit Lo x 14 r4,3 x 4.3) 17. ` ,3j 10 07-1;l 1: I F c r r +, no Li TvN's ref r to NF=A 13. T3R P 13D RFC 43 Top of Defi ector to Gelling Inch (mm) S;r• srl Ar'1, I'1: 7`! 1i1�1:r,253 ! s 11 •.. k u 1 11? to 26-41 Itistaiiatlan Minimum Type Spying Ft (M) C'i!%-Akz= i i2 !11 Ordinary Temp, Rating Max. Galicia a 13 {44ax_ Spacing (165 F f74€ C } Top of Deflector hlllnimLrm Installation area Ft x Pt {m x M) Ft (r11j to Ceiling Inc#1(mmj Spacl11g Typo F# {rn) Flow Pressure G12M Llrnrrlj PSI (bar) 1.2x 12,3.6x3,3; 12r36) `•2 TA 0,54; S:1n+ralrG'><.:Ln�;i : lair •:;3 s[, ?a.�1; 14x 14 'A 1,3; 1±{4,3J 13'49 9 11G.:5"s; I8x 16 (4,0 x 4,9) 16 4_I r� 1U u .l .1 (C'Es3) Rkftr CAFIiftos per AWAA 1n17, 13R or 13 in81&1i5 d In beans Yx 3o 1 S 13 is 25 zL, Cani:ealerj 8 (2-4) 1f x 13.1,5.5?C5.5j 1$i„,5} 16k08) 175{1 1} -.24xP0(6.1 x6,1) PD{5.1) P1.'g) 23.r3!1.64 �cw Co:rin0 iypt-,F rGigr to -,FPA 13, 13R or 13c RFC 49 Ordinary FWIjig Max_ coverage Max_ s cIn 6TeMp, 166 E;t4°C {.. Top of 4et1evor inst�llaticn Minilnul,l area9 Ft (M) -. — _ - Flow Presaurc to C2iring Type Spald[:g Ft x Ft (M x tin} Amin PSI bar finish { tflrll} F# (M)GPN9 14x 14,;4,'i x 4.3; '. {41j} 19 SrTx..ou k. .: 1":,3 ;a to 1(13 to 25.4; 13 x 113 %419 x 4,flI 16 (4.9) !8(49) To 10,48� F)Ownsd CuE !1:1'IGR oar NFFA fan. 13R i r 13 :r; skal;sd ill 4esrlas ? to 1(i i 25.i Crjw,;.;Iri1 18 7t 1a,�,5 X 5.5; ' 43 (5,5) 17 (Ci6,3; i2 !1(C_63i 2irx20 S.--x&11 2t:rii.1) 20(75,73p 1b.I(I-14i Fu Oedzr� ,1vLoEo refar to NFPA 12. 1M 13D r. B.alellrt 135 3eM. L Cc Modd F1 e- RwidenU Spirlikkss for II1loi W F1 i eaSprirlicWraArlgir>I torilia lovoMttI m 19 nwativ minimum design dwdty of M gpm& p°s' --- --- ------ - F1 Ida Ju Pe mrit - — - — 2. F 1 Fes W ArnEssed Pe nce V 2 3. F1 Fier W Fla2e3sed Pe ncerrF-P A F1 Rey 49 Pi tderl! or 5- F1 Flea 49 %Ouse Pa ncen'F1 5 F1 Flea' 49 5a:)essed Pe ncerrFP 7- F1 Fla 56 F'a-der4 F1 R- 30, Q, 2,17£ F1 Fes 48, 58 & 75 8. F1 Fes,% FL-- ed PencWF1 Rwwead F en 4wE 11`1 Roa nw.- Nndert f RP = Rea Se HSVA 9. F1 1`515F{aOeSSodRanr FP -0. F1 R3376 %-&ru -1, F1 Fog 713 Pwe %dPerice l Fi 2, F1 Flea 76 Ria:;eee34 Pe ncompP - 3. F1 Pez 30 P Pen '45 F1 Flex 49C--P F{:nmrtr, _._..... 'S. F1 Rea 5Bcz;P P9ncwL o- . -6_ F1 Flea 76OUP Penwt T. F1 Rea 44 HSLV F - Fie3 , d 5, 5$ ' ; G F • Hes 44 & M F1 Res 44 SWr, 8. Fi Rea 44 Pa d I•rSV'I,F2 COP Pax rf Rwasa-d HEW -9. F1 Faas 56 �+-A4 20- F1Na591-avx F-IoixnrmllSidwal wir1kinfts,S.6&7)am quWN amo- 21. KROD55HSWX ivsvAw &Ms ecelllrigPipngcewbeused. 22. F1 Pea58 H5'h FIB dHSWFc Ttre3nt`Igr s lbpenderi ilk 1pe� rldlrre6 i0ertt 23 F1 F+es .14 SwC of rwdola rraler a pim Ic' apri ickr co+ craT r 'es dm- W Lisiinge & Approvals frep•oresnn dF!Ng L Thelowta5�r='P�t?prlr>I:t�a'e�ci� �l�l'riere�:Crref� gle J Urdedwllters LSbOrQ37E138 n Dina Waal n--porlse 10 r11E M tha ,--rWR °M P101=10n appAcs- A ?sailed `or Carrara 'oJLLs: ton reaJs ct-he 61.est es*11al m �U-dards{UL 1 Sianda-4. U�anirawndicno,riwQ hW LoDB3aW-rrker's SprinkIam for .10 Aermlty. Refer to BuMn 178 tree-:en9w deal xa, glees bulb a iN>s wuxe, mmLzrg ire UL Usti mg CateMy woe r—brwawto Q*the -may dwrbLwQ 1-1� FE>R!ce,6�lAuto,rna-1:5prir#sier d hWgtk:'�F7 afro UL Guide Number Taahr k*111 Dom: E rr * TYarme] Seior Soboerao Elamerr (unk) cr Nam nal 3T'n gia39-tub Pbterft • 5prlrlgeE Frio +e . crass Cauvr 0 US Pal r l No. E -r-I 6JW appliaskl the MedeiF1 FIPs 49 o SprirK1w9' Posv a Rating - 175 psi & 5a --encenI Sprknkiwia Facto'y Fy&cslat vaAf Tasled to 50D pei US Patarlt N�:, 7.=682 apy ia•{o r4udeiF1 Res 44 &58 . Trread Elze. h, VPT .Rye} WK Sprink era • FC FffC[4" �4(k � (Act l�} •Fif3e5 3QPertdao $rrWer US Patsrt N D. .784.555 applW ,Q Nil )ml F I fires 44 SWC S pFfrdcl� ra 4.9{7J� rl+�k,rai] - F1 Flee i2 Peodei#�,rnMer 5 3 $xnrddl Pwduct Description 7.6(i ,cLter;-F1Res76Pa-ckat,'s0r+1Fx I F1 Fos Per6-T prrrkers ,F1s 1, 2, % & 4) ere fag 4A(AC tdi -F1 O AS1r4 filar re�ppr sprlrtsl :nlnt�ri 1�eaocelern Ours tlf hlr I sitar r Geaeily i64nirnim B3E gprnrl? C4' owe-ala arch I�kq prlhl ca=erve daag1 lire F1 FW The Reliable Automatie Wnider Co., Inc., 103 F'aiMe r+ Park Dive, Lkralord, New YoIk 10520 Teach nImt Da3 �, F1 Ros 39 Poandem an d Recessed PFmdePt (SIN €R 511) ThmrQd Nor;,inW 10Mcd iy11wc Pr*mwia ' nklrr �rt5 . RaffiaII wL AmbloM Tam, I Actual K UpOldalr Leoigth 6 kich{mrrd d<�xwF P '�C 'IF C I Facsor Inch{rm_v& I —--- }�. ^ `ti8.21 1an,tl2j I 1 ] 3B I 10(43.� i '2F.rb71 f fF� } 17,-• TO 3A�r Ord naryTernp,Flstinp! intwmcaa�ta Tomp,Ratrrgi ; lbkllittuim l,rw.CavaMfDvroo a ny (165=FJBS'0.. 1 Flaystr , Fre9�trr•� t17EFWC) Top ofDafloctort4 ling od � � I P FC r. Ft t m z m] �' I Ft.—, re�lrse In � #rrlr,t} � C,pm {1. htd f), FSl {boO I GPM (Limirt) P` 1 ilk 1r,?j T t.xt7.I 8xti,81 i? S61 3(3 i D. (k.A81 aec,3) 70Fcj,4B} IS-nxkhC��n�,4xtn+t{�17fi uairg F2ex;tcFncx . I BdirlTi�-d Cki!irgi Per NFF�A 1W, .30 '4 x 14 (4,3 x t 31,- 14 i ] 1(j �: { fi� FFFE 1 : {(} 1 i 1 tti (:xl,o'r { 1 1 I;C1 Wl '3 1:� Iota tid Ir. urns �' G E 173 I I T3) 43 F? tr,p�:.Fryore 1 I F7i U.-lingt(pe� reler to h;F;�) 13. r3F1 or ILD Technical Data: P'11Res 49 Pendani anal Rer.essed Perkier# (SiN R3516) Thread Naminar Difte max, Sprinkler Max. Actual Sprinkler Sire ItYCh{mlrii Pressure Temia.fiatrr _A�mIW8n1_T K L.esoh Psf BTU °F °C `F 'C FacWr lro hn-im fir'�-ry�Ir' _„ r, - f„ ('1, _] 17",!121 -.`i :3G 6a Tt7 IOur i 5! :1kS i.`c - fi.j rllJl }ilk r5ri Ordlnery Temp. Fning InUarsedte Tulip Rat€rly Toq of Deflector Mrrllrt,Lr>7 Ntax.Covt,osg0t ruiax,S�cing "�55°F i75°I=Ii;�C}. o Celli toC�lllttg ecIr Speclttg F4 ure Ft.x R4M x nnl Ft (m} Flo" Flow Prvssrire I 11,} ftr� GPM iltt in F3SEt � G__ {L1(nin) P51I3 .._ . _ '--- 70 (,'�,4e) SirC:Jtl1+�Fl dIL�'i.=1;:;1lio 14;21 uarq) P2 37lCYhaa' I - IS 'dx 1ar,!.awL.$i iA.51 '3(+114, 7il(0.481 13r+410 ::I,..:';, 1p4(25.4n1OZ1isr10 1 i�,7G1'LtfaC+'• 1f x 1P, 0'a Y L.9) !F(4...-) l 1A#i 7 n (rN i.-. .,i,:.st 62lgd Cri'ihel P.sY '8{' 1? 1'l lr3d 1a.N 1d (5.E-K , } >;C,,d�' [Debra 114 {3` 1is 44 4) usng r't iaxun:, `L oi. 1 i- 20xAl(rdlxb.l1 vGN.11 -1{(-,,1) 161+1,Ez1 20;r5.r$ r~'; 1,•'11 r9l:ieC} d"13Xyluai•y —_ F� Cbu'i1g ;ypl�4 ryes tri NFPA 13. VIRR 1 �D HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date installed 8115117 Location CALC AREA Number of Sprinklers 2 Basis of Design 1, DENSITY _X gpm1sq.11. 2, DESifiNED AREA OF DISCHARGE ByStern Demand 1. WATER FLOW RATE 31.3 gpm 2. RESIDUAL PRESSURE AT THE BASE OE THE RISER 38.8 psi Installed By _Fire Sprinkler Systerns, Inc. HYDRAULIC NAMEPLATE N-T_S. PRESSURE REGULATOR TO BE SET AT 60 PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPMALLOWANCE T 1 Q 2' ELEV. CONTROL BALL VALVE FINISH GRADE -- U ELEV. 1'l." COPPER I- - %" MASTER METER SI-MJ 9.5 PSI LOSS 114" PVC 1" COPPER K ERI v a))1(� 13 — 70' MAX 30'MAX -a' ELEV. 100 -2 ELEV. -2 ELEV. AL T. UNDERGROUND D DETAIL N.T.S. (FOR REFERENCE ONLY) 13DICRC 313.3 GENERAL NOTES 1, AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED? TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D. 2016 EDITION AND THE REQUIREMENTS OF THE CITY OF LA QUINTA FIRE DEPARTMENT. 2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE NOTIFIED A MINIMUM OF 7 VO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION_ 3r THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS" MNBIRS HALILBE iN A � OREDACI IPNiEH CA�fFRfIA BUILDING CODE, TYKE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER U.L. LISTED. 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION. T PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM PLUMBING CODE. PiPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG_ ARE U-L_ LISTED AND ARE INSTALLED ACCORDING TO THE HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL). 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN NFPA 13D, 2016 EDITION. $. IF REQUIRES} BY A.H.J. THE ALAkm INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS ADDRESSED ON. 10, SMOKE DETECTORS TO BE INSTALLED BY OTHERS, 11, RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LiSTIEID AND MANUFACTURED BY RELIABLE iNSTALLED AT 16 FT. MAXIMUM SPACING (SEE TECH. DATA) 12_ PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE LJ_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 8.2.5.1- SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 3,2"5,3. 14. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN ACCORDANCE WITH 6.2,5.5, 15. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN ACCORDANCE WITH 5"1-1.2. 16. NFPA13D 8.3.5.1.1 WHERE THE FUEL -FIRED E UIPMENT IS ABOVE ALL OF THE OCCUPIED AREAS OF THE DWELLING UNIT, NO SPRINKLER PROTECTION SHALL BE REQUIRED IN THE CONCEALED SPACE. "FOR REFERENCE ONLY PRESSURE REGULATOR TO BE SET AT 60 PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE 104 Z E LEV. CONTROL BALL VALVE FINISH GLADE V ELEV. 1'I." COPPER L 1" METER 4 PSI LOSS +� 1'/." PVC i,Erie I" COPPER K crrr r J GfWN 103 70' MAX 1 Q2 101 se' MAX `l0 -2' ELEV, -2 FLEV. -2 ELEV. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) � rAVENLOUI1,E 51 UE 52 ■I_i J:r,1115 i AVENUE 54 SITE C a op i IICIiVITY MAP L AIRPOFrt 8Llfi7 ! NITS N.T.S. GRIFFIN RANCH MASTER PLANS TRACT 32879 " PLAN 4700 LA QUINTA, CA. AHJ: CITY OF LA QUANTA L EGA L DESCRIPTION i� AVENUE 55 k� OCCUPANCY: R3) U CONSTRUCTION: V-B STORIES: 1 BUILDING AREA. 5,467 SOFT. FIRE SPRINKLER SYSTEM: DESIGNED AND INSTALLED PER 2015 NFPA 13D ALL RESIDENTIAL WITH A .D5 DENSITY WITHIN AREAS. SCOPE OF WORK FIRE: SPRINKLER DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL RESIDENTIAL WITH A .05 DENSITY WITHM AREAS RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS. SCOPE OF WORK Tp START AT BASE OF RISER (NODE 104). BUILDING SUMMARY i CONCEALED RES, PENDENT SPRINKLER CONCEALED RES_ PENDENT SPRINKLER RESIDENTIAL PENDENT SPRINKLER t CHANGE IN ELEVATION RISER LOCATION (PER [DETAIL) )(}( NODE POINT FOR CALCULATION HANGER TIC DETAIL Y B L LEGEND tl- r,f h f] AR71R APPROVAL air THE R-uFinaE CO4 Nvy F•rAE Oft Pal, ifd Q +s1 HAS rrevlew6O J4HO RrP17OVER TFfi PLh NB JiSW-�i-r E6-1 WiT,•t THIS PERMITICAGE HUNFIWIR L1rT0EF0b-Y. L1� Sri r 19Ei,PW- a{prMoYFca PLAN IS VALAD FOR Ohl AfYQ 96 SLFEJ [C7 TV CQMPLJAh1Ct WIT 4 APrLICAi3Lt CoOr5 FROM TIMIC 6Ft ►,PP3i C) "1 AND NSQUIRzO FFELi} IM&PGCT417112, :2: T:r EG AATE�-AptRMITICAS � APPROVAL ST6MP CPVC TO SYSTEM — SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED PFR 5.1.1.2 GAUGE '/2"MAIN DRAIN VALVE DRAI TO EXTERIOR RUBE R FACED CHECK VALVE 3 PSI r7 14 11ELEV. FROMFINISH GRADE 1 "CPVGIIRISEIR 14 112" x 30" 1 A CESS DOOR g105 ST I - I12-S -10% � 4.52 PSI RtS UAL 7d_82 -1 = 67,34 P$ 4'ELEV. r'La X,3,00 GPM ilWATER FL0W 1NFORA+d,4TfON L�)4 2' ELEV. RISER DETAIL N.T.r +_ I LICENSE No, 6846% • CUSTOM, TRACT, MULTi-FAMILY AND COMMERCLAL DESIGN, ENGINEERING AND INSTALLATION • 705 E. HARRI50N ST., SUITE 200 CORONA, CA 92879 PH - 800-915-1473 FAX - 951-272-2535 i The recipient of these plants harsl)y acknowledgi3s Iha# 1311 plans, detE&, specifications or methods of insrallalion contained in this svt of plans is the sole property of Mrs Sprinkler Systems, Inc. and Gnat any Lisa of this set of plans is prchlbited and ]a a violation of copyright laws Mthout first rAC+�IVli50 DErii•!:Mbfl• ;frarn' ifilr_ M Uj Uj L Uj 0 0f Uj z LU r- r- rJ] CIE w" wr iE �� Uj a� H JOB N0: 31586 DATE; 8/15/17 DRAWN BY: MA, A t ON > CA w C-1 6 LICENSE N0, � 68460 LP SIZE - 24" X 36" I SCALE i�.T.S. IF SHEET 15 LESS THAN 24" }( WIT I5 A REDUCED PRINTKALE REDUCE ACCORDINGLY SHEET ID GENERALNOTES SKEET Pi OF FP3 1*R. AN0 2-HR. GYPSUM WALL ASSEMBLY 1 OR 2 HOUR FIRE RATED THROUGH PENETRATION FIRESTOP FOR 51 NGLl= PLASTIC PIPE THROUGH GYPSUM WALLS USING BLAZEMA5TER CAULK & WALK F RATING = i-HR. AND 2-HR, T RATING=1-HR. AND 2-Hk DRAW NOT TO MU 1. PRE -RATED GYPSUM WALLSOARDr'5TUD WALL ASSEMBLY A} THE F RATING =1 HOUR IF THERE IS ONE LAYER OF GYPSUM WALLBDARD. 6 THE F RATI fW = 2 HOUR IF THER{E ARE TWO LAYERS OF GYPSUM Y�kMARD. 2- PILM7,1C PIPE - $} NOM 2" DIAM. (OR SMALLFRA� CPVC IP SMALLEA} SCH. 40 PVC PIPE T EANNULAR SPACE RANGE 4HALL BE ,N IN,1W TO MAX I-M'. NOTE: FOR USE IN CLOSED (PROMSS OR SUPPLY) PIPING SYSTEMS, 3_ 910VEMASTER CAULK & WALK • MIN. if2' THICKNESS OF SEALANT APPLIED WITHIN OPENING. ADDITIONAL SEALANT TO BE INSTALLED SUCH T1#AT A MIN.114' CROWN 15 FORMED AROUND THE PENETRATING ITEM, NOTE: THE IF 8 T R4TIN03 OF THE SYSTEM IS EQUAL TD THE FIRE RATING OF THE WALL ASSEMBLY. ULICUL SYSTEM ND. VA-2151 -_1NiAEIF6f�f— NO MANGE___ — — OPT. GAME ROOM SCALE: 311 s'r =1'-0' OPT. GAME ROOM SCALE: 3116" =1"-V HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Spfinkler System, Date Installed 8115M Location CALL AREA X Number of Sprinklers 2 Basis of Design 1. DENSITY 05 gpni; sq.fk. 2. DESIGNED AREA OF DISCHARGE 512 s .ft. System Demand 1, WATER FLOW RATE 31.3 qpm 2. RESIDUAL PRESSURE AT THE BASE DF THE MISER X8 psi Installed By Fire Sprinkler Systems, Inc. 17a' eL� 1 l V-6, �I M TERK-DR04Mi — - ---•• 7 N24 CALCAREA2 1$ f 7 1 — — — 1 17`TPGRRB"rbFt04hA 1'2 I SIP I 4k}I" SCID k7 I re — I I I I L 5 #•1111 I I I I of I HpiuS I PSG 17 I� W1C.. #' CALL AREA t 1. I RK7 i2 GLG ® Dk2t3'SPACING 10 �� I ial 1 +I -T r : IIF- �' I f2 9.10, I-,L-,- r7* -- 61 + � _ � �Pk LNG vl l 8' CiG —77 rriYLLLx • I ". I I v I DER 7 +� 13-0 cLRG°°A1 I h do iEAr 2 P tE I 4� � 5•tD' F3 z' � � 8 �0 17j gNr 2� ,p 2 PLAN 4700 FIRE SPRINKLER PLAN SCALE: 3f16' = V-4" 0 M M zi 7-i - i 1--- 4� W.LCJOPT. OVINE ROOM '- — KAR TANDEM GARAGE 10'# CLG. V-r�G - l a' -C S$ �"s,. re33I _ I ASK F_ 2 I Dr61ELT 9' SPAC G 1,16 I' r a. —r PORCH 1H C 17�' CNii. E3 0CM4 0'•Lr' CLG. ATTIG'f AI]M r 11 I / 1 I �' it �L�_- 0, rl L_..J I � 1 L----'I ra' a SCE - SYSTEM PIPE' afa° thin S" MATERIAL -CARBON STEEL. FINISH•M4 Galvanized LE STINCiA7'PROVAL - , ,-2d3-EX4231,EX2551 FUNCTION-3upppoa.rEt horimnw plplelq- CPVC. GapPerot Strel Size !4" - 2' Prewana9 upwarq movernent ❑r pipe from pendem spclr"i dr3,xlarau. St961ize Y6rti<:al piping. INSTALLATION - Per 110st matructions incluriling KFPA 13, 73R, 13D and CPVC neanuieciurers jri9AruAi9n5. rnsWl on horl;=Eal ❑r vertical m❑unllrq surface 'ASTENERS-UL Lfstad perNPPA 13 in W40D W4" - 3" C PVC P!P E - #905 screw - na pre -drill. 3F4" - 3- Suteiil arm Copper p ipe - 914 x 1 1F2' SMS Or 1W'xi 17lag bdl, nopre-dr>ll m STEEL: mrrt- 16 GA. Copper smq Steer pipe • 1AI' Pr #14 Te k Screw FEATURE $ ` Orfaet edgn eirninalas abTarion. Rep Iner Impples €score hanker to Pipe dunr IRstaR7tlOn. ` Required AF CQN #905 screw Ind uded - 5116 hex head. ORDERING -Pft" # and pipe t;IzB. CAN ALSO BE USED TO REPLACE -#5o4 Pipe 51rap C520 Tin Strap Nang 6 a FA8 SSE �Ihl RE'E-mini 46nimal Wipe S za (IrI.) _q t" VV 1�V 7 2h" 3" 214 4' 61 5' e Skaal ppe uxcapttnraaped Ilgh�wal WA 12'-T 12'-0' IT-g" 15'-0' 16'-0' 1W4F ,5'-0' 16-V 194" 16'-" w4r i}readeli ighhrall steed NIA 12'-V 124' 12=0" 12-0' 12'-0' 12'-V N+A WA N+A NIA NtA pipe CWMFiuba VV 8'.0• 113'-0' 1A'•0" 121-0' 12'•0" 17.0' 161.7 15'•6" 15'•4" 151•6" 16-7 CPVC 8'-6" VIP 5-41+' r4r 6'-0' 17407 1 0`•0" WA WA MA Mob, hPA Poly butyleroo VPS} WA 3 9" 4'-F" 5$ 5-11' WA l dA MA ITA MA NIA WA Polybutylene fc7s) 2'-111" 3•4- T-11- 4'-5" 5-5• WA WA N+A NrA 14iA WA NrA ❑ircdle km pipe Niek ITA WA NfA N+A W-V WA ITA 117-0' NOA 15-0' 113'- AFOON 590 HANGER (STEiEL. - COPPER - O.P. V. C. ) NOT TO 5CA" SIZE - SYSTEM PIPE' 3A11" thru 7' MATERIAL - [=arbnn 5teel- FINISH -mil. Glavallmeu LISTIN&APPROVAL - 293-Ex 423i, EX 25$1 PATENT- Na 6,948.273. FLrNC714P1 - Su x1 har¢aratal piping: GPYG, C,ppper ❑r Steel Provides aksted Wei tl l,Lizor, reslralnt and prevents uppward mrrvement of pipe From pendent sprinkler discharge StabWza vertical piping. INSTALLATION - Per these wrs1wwoh;im inducting NFPA 13, 13R, l3D and CPVC manuFaciurersrnskructinns. Install on horanatol or verucar mounikv sunace. Snap over pipe then squ� aege strsp c allawirg pipe to slide 1f2�qky, Y41atrn At34k5 kkxtbds tart oxpbsod in wood, install 190G baking nut FA,$PrNERR - Vt, Listed per NFPA 13 AK)OO - CPVC pipe - 49135 screw- na pnr-CIIill- Cvpper rbd Steel pipe - #14 S MS or tra "x I V2" Isp screw - no pre•rinll Thru S+L3" ggypsunl bWfd - 1 fA"x 7' lag &crew. Sl'E EL - min. 18 GA: - CPVC, Copper and SLeN peps -1r4" or 014 Tek 5cxaw. COFfCRETE, Required minimum load each Taslemer a wl +25i]tb5 FEATURES 1 tl2" offs t - IwAe fit allows pipe to slide Gominon center-4Rle far 3+4' and OPtseredga eliminates abrasion, AF'CON Ir905 Dram inducted - 506- hex head. OIdpERING - Part # and pipe size. AFCON 5906 backing nut sold serparabely t. Asslr: I HangerfReslra;rxv Hominid Pipe Slca (17L] Y4' t" 1 W 11�' 2' 2'h" 8" 3W 4" 5' b E. Slgh 1pauMepilhr&asiea WA 12 -0' iV,-0r lad lgh w Threaded lig twadl sh4 pyA Q' r 12'-0" 17-W IZ-V IZ-V iT-o' WA WA WA NfA WA Pipe Cgpmtube Imo' B'-0' 10'-0' Sit"-P 12'-0' 12'-0' 12',0' 1P-Ir 16'-0' 15.V 15'.Cr" IS'-0' CPVC S-Or S-0' r-17 T'-OF 81-V 9'•0" 1T-0' ITA ITA WA N;A WA Polyhulylerte(IP3} NIA 31A' 4'-r V-0" 5-11' WA NIA WA WA VA N!A NfA Pdy4 t*rie(GTS} V-11" 3'-4' T-11' 4'-5' 5!-5' WA NFA WA WA NtA VA NrA bucliky km pipe WA WA WA WA N+A 1T-V WA NVA 15-0' WA 15'4" W-T AFCON 514 NANGFR (STEEL - COPPER - C. P, V. Q NO I TO SGAI.F C r. in rr FWF I�kJ W s-7 a w n 0 d m dt¢e cv F S S ;WillriA" DOZ . a LICE1SE NO.68460D CUSTOM, TRACT, MULTI -FAMILY ANDCOMMERCIAL • DESIGN, ENGINEEPJNG AND INSTALLATION • 706 E. fiARRI N ST., SUITE 200 WRDU% CA 92819 PH - 8W915-3473 FAX - 951-272.2535 The recipient of these plaPs hereby acknowledges ttl2rt Ali plans, details, slaecllicattans qr methods of instaRation contained in this sat of plans is the sake prapetty of Fire Sprinkler Systems, Inc. and !hat any use of this set ofp lads is prohibited and Is a vlolaWrli of copyfight laws 01thout Frst feceiving permission from re S rinkler S sI.M5: 0r ZL m r tt3 On Ir U: w uu cr7 L5 S LU tll ..l ifl rw co J rs LLI O C) J w IMw a -,rLu € � C) ter} -a r� O C3 l.L J1 � J m In In M LU <_S _jf Cr <C at m z LLJIFR <� FLOOR AREA - 4,700 SOFT. TOTAL LIVING AREA - 4,700 SOFT. JOB NO: 31586 GARAGE AREA- 767 SOFT. DATE ' 8115/17 — DRAWN By. M.N. DESIGN ANp NSTALLATION SHALL CONFORM TO NFPA 13D, 2016 ED. 1 LL HEAD SPACING TC BE 167ci V. UNLESS OTriERWISE � CLASSIFICATION NOTED t� C-1 6 2. ALL PIPES TO BE'!,"CPVC, UNLESS OTHERWlSE140TED- LICENSE �1 3. PIPE GL�4RANGF5 MUST BE IN ACCORDANCE WITH NFPA . 13-9 3.4. 4. 11ANGERS SHC) VN FOR REFERENCE PURPOSES ONLY HANGER SPACING TO BE PER TALDLES ON 1HIS SHEET 5. SPRI`HKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF ` SSsgn. AND LESS. (SECTION ra.a.z.) I3. 5PRrNXj.E:.RS SHALL NDT BE REQUIRED IN CLOTHES CLOSET S,LINENCLgSET ,AUQPANTRIESTHATMEETAILL OF THE FOLLOWING REGUIREMENT0- ;1? THE AREA OF THE SPACE TOES NOT EXCEED 24sg1t. $a2E • ��' � �' 12) THE WALLS ANC CEILINGS ARE SURFACED MTrl NQNCOM"STTBILE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED iN NFPA 220 9 8.2 1, 1 7 THE DISTANCE SHALL BE MEASURED FROM THE CEN] LA OF THE SPRNK4F.R TO THE CENTER OF TIE O&3TR UCTICN. 10 8.2.6.5 51HAIOOW AREAS SHALL BE PERh'1TTTEa IN THE PROTEr-71ON AREA CI A.SPRJHKLER A$ LONG AS THE CkIPAt1LATFVE CRY AREA DO #JOT EXCEED ,Ssgft (1.4 sqm) PER SPRINKLER SHEET Ill FIRE S PRINKLER PLAN SHEET FP2 OF FP3 Tar7lq R * Come Paint of Restrains R arse-~ RESTRAINT RE8TF[F+ltlF Qtyte-POiNX �t".I::f}I[4?' MAX No-lmraaL wq' „R„ Pipe Size Lees chap Greeter IhbeY ANSI igche is10¢ Pei 1�4 psi ON 16,a bad(6,9 bar} RNPa (4,23 m} t0.15 rnl i 11.01i 0. g. I)hJ75 �ti,30m} (L�,23rlej fl7J32 {4,41 mj [0,30 nil i �tr2 - 3 �'-9" t'-0" UPi40 - CiM1J#]{l (0,61 M) [0,3U Ih! Table S - Two Point# W RCSfi dint Nominal Pipe •'$" -S" Si7.6 Leas i59rY LiYCBirr Fh 7n h,k,Sa InqhaS 100 Dsi 104 psi Ohl 14,9barl 16.9bar} 3f4 A' G' 3'-0" phi20 11,22 rn} l0,91 mj t S'-0e 4'-6' DN?5 (1,53 R1} {}-22 ml DfY32 (t,83 ar}1 {t-52 rn} DNaO - Qh}$tr M93 m) P,k3 mJ nvo-+�rrrrrr PJUY e Y GB1 eglf dNlf awriamm F7EaTRgrtir TWO -POW W n■e Llydill■Ifen SPesllYciUenc QArage Ie5011a{idn SFt:i6:i1iona si4ilr only igpl}' for ihs iltatapaiion a! IlL LMed BIi7eAtdslpra GPNE 9iA7 aYld IINnpk in pera0ra raqulnnq eFnnlder proLeeFloP par NFPR 1 yp y,d 14FPp, 13R. Theta SHnd:¢t ire gehned In XFPf: code[ mulled'Ons ind Too Fanily L)selGmT and Mobile Fiwnrs- a■dm'RinsidsonalOceupenraes up ru raw 3[athss n lidghL`, f,3'clalMiCPd in NraM1 13U Stictian 11,11+,1p+ilSdara or* nil r#+girod is q:rapea. aparr ytlaclhpd pprChRs, eirp9rlier ramiyritnletprpa.' tnemstallagewal TFP Baiehiaala -Vrinkler pipe red Rlrispa ror um in wmR+s ygvlr:np aprvdcWr Rmhc#an PPr WPA I aal:Ly a"llphlt h61pr UL Li911nq d Iris product R94ur■emen4 la• Pip, Fllsmge, Sdven' Gasmen! Spezrns, Syuam 0■sign, Iesrall■Ilan, F,eur PmkrEon_ and pimrtivdnp flre Relayed Mille antl Pxllllmra ara crnwrQ in Ihx vlsli]ligGia end Exh■Ilrai b+ndhaok. Plsaee road ihtae neurone al !he mYemal tartlufW arinr tq dnlgllin4 Of IrkuaWr'p TF4 $laielste aar POd ms Xnngg ror purge i+tlanjdens_ Th■ I■d.aIfaYl■n of TFP 90a�aMee[er pipe ■■d ptYep I■yeempee rgoirl■y spHllWen rs nrl{y g4 Llsttd pod ly no I C•UL Llsld. • Lislallar.em R=vIrernerne -PipYBL11Ge: iFP 11111iaald7slar GpuC pjle and Iltllnps#hill he iptaNed c.6+lcealerl ithYld ProterJion oanslshtlq d1 P raillminn 41 ME#i]Nr o1'!; thick 9ytilum WiIIni41E w 'h" lnlnll plpwepp. -Sfp,nlder Rrdr■remPnla; I1L LIa1ed, glxA+esyntaa elanderd cdverapa. ptlmdenF ct 546r,9p =pneklEr571r1111 a 225°F (1137`Gy rnexrmu m ramaaraSurc nllnp ahri' to ulgire0„cu speirlyJtr, 5ryall bemcgpeaptr itie manvlacurars puUuuned i'urallplipn itl5knr0EXp. - rnemllantln Stntlorn- ]he LYtsnp loi GBrogt Ir61p11811Wft pngll c{r]0 [4mosc uaupanclee tlefinetl by F1fPk :9F1_ Inwllh Iha 11L Llshag, lFP 6isxeMalPr GpuIG pipe ;nq nti4rtp5 r+lry a•r ueed as sVsbelA nears mucorllencc wilh NfPA [8, i$o and 18R wh■n ■sLhci Ni Ihr idloruno e dd i h ow i l l s rtYtd 7o ne - 1 4ir:on iflWlyd pmllcled {rnnceaieal in arwloari[.e whh iJKPA 180 end 1�R_ UrG b!nkrlLPr■ yroleG'llon skall wnelst of trltlser cne vyer of lh' l4.S mnl fteL gyqum cyiptr]MO or 'Fr' 112.7 Mm} thick pinrood. 2 Whip lnsbWxMhouLOroPsttson{Meed)InurnatnggurnnFPry1g.53L} rod 18R, the fOpowing rmlCaHoar elrad appa}= - tlai rherf riots as instated 5alov a imoohr. M. hargdaial oalme nsGrlr[ilo+, A Llahtl rK31•JSnlfi71 oPnd■el gpringrp5ie be lnaua4sra1111 Ste de%.lk7Qr pt]r# Ulehnce legm ing;tliieg xpp,ii@j in the cp�nhler .:sEnp. OR TM riser e[air I78 Ip3lslieJ helar o horiroweJ un2inisfied6is■ment rnlle.g {n aceordatlq vita pFhA 1E61 ain5qucLsd alllsenpnoainal Y s 1Q or nortnnal 7' r It mased soptl waatl luigtr on 14' Cpiler■. AuFIPd 1651 derdial penoonr sprinklu Is r7 Lx,r,siallrrd wiNr iu derrxeer # ma4+nvrn qj 13�,`¢01awil*eholtam of Iha solid xuod taint in enhrJKaoen of lulwe Vsiellellal of Frdsfietl ceiling. When iechm1.4TFPQpreYksler CP4rGp■psantl Iltlinge In eon}anClrrn wrrh 2` K 17 xGd Watltl ICdYP. Ihr rnedmlim syslern workonp preasurr,m6er RaaSrrg tanQir,Pee sll21noedu60lq9arkld MemaeimlmYspslemr,+ortdrgprLssunur4tlhryt7li[ {nnnmrrr'71 cvni shill go; latandPis Psi. The Liaied rasidmlitl oendeld ewinl4, aia hove li5'F [d&'Cy m6rrnum lemye#lure raCm4 orb is so- W Iltamllra at a mla■nan hwiUp,ter dskancr e. 12 41■iK morn On rarely don nr If'e riser. The sys:[m Is in he deean:ep 67sS+a spun IhP Usk4 lkl.r► dy dhc apnnklx arlticitd eaxrpt tlalt the Nax ier i single ipiinY}er m 11e.1Tyr4 ¢001`l14fs shot r,01 be Ipls Cher f I pPm per sprrrd;r. BLTIDIN EDIT 29 - Double Offset Hanger 8L Restrainer for ORVO Plastic Pipe C S IASLl6ttd Stxg Range — AwallaUe 3n 314" and 1' pipe Sl�tti' Materka! — PrT3-Z'ahvarslzed Steel FugGtian — lnierlded to qwfprm as a hanger anti rnrstrairrer for CPVCr plastic fire sprinkler pips, F'+-auidas dou6ln ❑ffW 4 y�' x 1 sls" fern maunbng o!lrfaoe. TYtls design vr'iH eas.a Installation by sliminaiing the [Seed for +n'add block eacten9ior5 and allow retrin-fd etiachlnarlt of hanger to spnlTkle- pit7e- FeStlrres — + Tf1Llnita tab praw#es protsrtinay to restrain pipe in rough join site eonditians. 7atP is not rcauired To 6e berrt for listed insta{latiarti_ + O{lset edge elimirtatgs abea6ipr]- + Attacitos eeqiFy to worxf sDLirturra with two streoia{ #7 D x 1 hex head "If -threading straws ttarnls7Ted with prae#Lrct- * Can be used as a single of{st3t hanger by aiignmg 'dimples" wiEh tap of mounting surface and I;Ikiliairtg two #asten4srS' in two of cna three boles proaldad_ Approvals — Underwriters' 3..Abpr4tvries Listed in #ha USA {U41 and Canada {cUL} as a hanger and ri@strainer to &Iappart fire sprin systems. M1rleets arld exceeds requir'erx'rents of ftiFPH 18, 13F3 at3d 13E}, Finish —Pre-fi>ah°arllT.w QYrder By — Figure nurl and glee size. 1'F,74hfF PE=HI]dNG � m F FS LICENSE NO, 6$4$Oa • CUSTOM, TRACT, MULTIFAMILY AND COMMERCIAL SIGN, ENGINEERING AND jrasrALLaTlaN 745 F. HARRISON ST•r SUITE 20U CORONA, CA 92879 PH - 80{}•91 5-3473 FAX - 951.272-253b The recipient of these plans het'eby acltnrntriedqes that all plans, details, spgGlflCaGons or mekhads of installation cantairked in this set of plans. is IkLo rose property or Fire Sprinkler Systems. lac. Ltd that any use of this set of plans Is prohibited and Is s violatipn of copyright laws without first recelvirsg permission from Fire 31586 JOB NO: Uj U" VVCII� J DATE: 8}1 5l17 DRAWN BY. hA_N. ION NO. OF CAL SIZE -?4'36' i SGp,Li` 1!4'=1' IF SFIELI` IS LESS THAN 24' }L 96" FT IS A REE]UCs=t] PRINT SCALE REDUCE ACCORDINGLY SEiEET ID SECTIONS SHEET FP3 OF FP3 WN /Z a. Domestic water System Flow Analysis Domestic Water System Flow Analysis (Hydraulic Model) Requested By: FIRE SPRINKLERS SYSTEMS, INC. Address: 705 E. HARRISON STREET CORONA, CA 92879 Contact Name: J JAMIE BISHIP Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Date: 7/18/17 APN: Req. Fire Flow: 1000gpm at 20psi fort hours. 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: 6-7-15-2, PZ 17-8160 Flow Analysis Description Test 1 Elevation (Ft): -16 Steady State, Dynamic (psi): 82.8 Residual Pressure (psi): 74.82 Fire Flow Tested (gpm): 2,300 Combined Total: Model Information " . Test 2 -' ' � � • Test 3 Requested Test 4 Flow �. Domestic None system flow available without N/A exceeding CVWD's N/A criteria. Tested Model Junction: J1828 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726 Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (145') Model; MervGriffin&Damascus-CVWD DomesticWater 012 116 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 fce?mTe-cts, �4 I C' Should you have any questions or need additionaaPn:�r p`f asmcontact me at (760) 398-2661, ext. 2397. a — CLEARED Date. Completed By: Date: ;NpTt Page 1 of 1 i,� �• �'-?=i '�-`�. . r ENG DS-016 IF T yr 0. 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Wit].• VA N pe r Z= A V a LOT "A5' w� r j DRIVE ; O.V U WELL SITE I rAi 9R1VE AiD L MSA CoNsvr.mNo, iNc. CONSTRUCTION PHASING EXHIBIT 34WODOD 11cmLdLYk+PwcaoMm&m.CA9U70 GRIFFIN RANCH — LENNAR DATE: 8/29/2017 S:\2017\31586\CALC\4700.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 4700 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 8/29/2017 File No: 31586 Data File Name: 4700.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 10.0 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: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs, Min Spklr. Press Flowing Flow (psi) 1 20.0 18.0 1 20.0 18.0 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. Node Total Avail. Req'd No. Flow Press. Press. 15 25.0 74.5 52.5 15 25.0 74.5 52.5 DATE: 8/29/2017 S:\2017\31586\CALL\4700.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 25.0 6.05 52.5 ---- 25.0 6.06 52.5 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 46.4 ---- 0.17 0.00 46.4 2 101 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 46.4 ---- 25.0 0.17 46.4 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.17 0.00 42.3 ---- 0.17 0.00 42.3 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 42.3 ---- 25.0 3.45 42.3 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 38.8 ---- 0.04 0.00 38.8 4 103 4.00 LG ---- -2.0 ----- ---- 25.0 0.37 38.8 ---- 25.0 0.37 38.8 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 36.7 5 0.05 1.73 36.7 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 36.7 5 20.0 0.48 36.7 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 35.4 ---- 0.07 0.87 35.4 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 35.4 ---- 20.0 0.07 35.4 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 32.3 ---- 0.07 0.00 32.3 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 1.16 32.3 ---- 20.0 1.16 32.3 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.07 3.03 28.1 ---- 0.07 3.03 28.1 8 10 4.50 L ---- 11.0 ---- ---- 20.0 1.78 28.1 ---- 20.0 1.78 28.1 150 11 0.874 4.0 ---- 11.0 ---- ---- 0.21 0.00 26.3 ---- 0.21 0.00 26.3 9 11 75.00 LB6R ---- 11.0 ---- ---- 10.0 5.11 26.3 ---- 10.0 5.11 26.3 150 12 0.874 13.0 ---- 11.0 0.06 0.00 21.2 ---- 0.06 0.00 21.2 10 12 2.00 L ---- 11.0 ---- ---- 10.0 0.35 21.2 ---- 10.0 0.35 21.2 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.06 0.87 20.0 ---- 0.06 0.87 20.0 11 13 3.00 LR ----- 13.0 ---- ---- 10.0 0.46 20.0 ---- 10.0 0.46 20.0 150 14 0.874 5.0 ---- 13.0 ---- ---- 0.06 0.00 19.5 ---- 0.06 0.00 19.5 12 14 8.50 B ----- 13.0 ---- ---- 20.0 2.41 19.5 ---- 20.0 2.41 19.5 150 15 0.874 3.0 ---- 11.0 4.71 20.0 0.21 0.87 18.0 20.0 0.21 0.87 18.0 13 14 15.50 2L2R ---- 13.0 ---- ---- -10.0 1.48 19.5 ---- -10.0 1.48 19.5 150 16 0.874 10.0 ---- 13.0 ---- ---- -0.06 0.00 21.0 _--- -0.06 0.00 21.0 14 16 41.50 L2B4R ---- 13.0 ---- ---- -3.8 0.53 21.0 ---- -3.8 0.53 21.0 150 17 0.874 14.0 ---- 13.0 ---- ---- -0.01 0.00 21.6 ---- -0.01 0.00 21.6 15 17 4.50 R ---- 13.0 ---- ---- 0.0 0.00 21.6 ---- 0.0 0.00 21.6 150 18 0.874 1.0 ---- 13.0 ---- ---- 0.00 0.00 21.6 ---- 0.00 0.00 21.6 16 17 14.00 4LBR ---- 13.0 ---- ---- -3.8 0.32 21.6 -- - -3.8 0.32 21.6 150 19 0.874 20.0 ---- 13.0 ---- ---- -0.01 0.00 21.9 -_-- -0.01 0.00 21.9 17 19 4.50 B ---- 13.0 ----- ---- 0.0 0.00 21.9 ---- 0.0 0.00 21.9 DATE: 8/29/2017 S:\2017\31586\CALL\4700.rdf Page 3 150 20 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.00 21.9 ---- 0.00 0.00 21.9 18 19 39.00 L2B3R ---- 13.0 -3.8 0.49 21.9 ---- -3.8 0.49 21.9 150 21 0.874 13.0 ---- 13.0 ---- ---- -0.01 0.00 22.4 ---- -0.01 0.00 22.4 19 21 1.00 L ---- 13.0 ---- ---- -3.8 0.05 22.4 ---- -3.8 0.05 22.4 150 22 0.874 4.0 ---- 14.0 ---- ---- -0.01 0.43 22.0 ---- -0.01 0.43 22.0 20 22 29.50 L3R ---- 14.0 ---- ---- -3.8 0.35 22.0 ---- -3.8 0.35 22.0 150 23 0.874 7.0 ---- 14.0 ---- ---- -0.01 0.00 22.3 ---- -0.01 0.00 22.3 21 23 1.00 L ---- 14.0 ---- ---- -3.8 0.05 22.3 ---- -3.8 0.05 22.3 150 24 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.43 22.8 ---- -0.01 0.43 22.8 22 24 22.00 L2R ---- 13.0 ---- ---- -3.8 0.26 22.8 ---- -3.8 0.26 22.8 150 25 0.874 6.0 ---- 13.0 ---- ---- -0.01 0.00 23.1 ---- -0.01 0.00 23.1 23 25 40.50 B3R ---- 13.0 ---- ---- 0.0 0.00 23.1 ---- 0.0 0.00 23.1 150 26 0.874 6.0 ---- 13.0 ---- ---- 0.00 0.00 23.1 ---- 0.00 0.00 23.1 24 26 40.50 3B3R ---- 13.0 ---- ---- 0.0 0.00 23.1 ---- 0.0 0.00 23.1 150 25 0.874 12.0 ---- 13.0 ---- ---- 0.00 0.00 23.1 ---- 0.00 0.00 23.1 25 25 21.00 B2R ---- 13.0 ---- ---- -3.8 0.25 23.1 ---- -3.8 0.25 23.1 150 27 0.874 5.0 ---- 13.0 ---- ---- -0.01 0.00 23.3 ---- -0.01 0.00 23.3 26 27 18.00 B4R ---- 13.0 ---- ---- 6.3 0.61 23.3 ---- 6.3 0.61 23.3 150 28 0.874 7.0 ---- 13.0 ---- ---- 0.02 0.00 22.7 ---- 0.02 0.00 22.7 27 28 2.00 L ---- 13.0 ---- ---- 6.3 0.15 22.7 ---- 6.3 0.15 22.7 150 29 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.87 23.4 ---- 0.02 0.87 23.4 28 29 36.00 L8R ---- 11.0 ---- ---- 6.3 1.17 23.4 ---- 6.3 1.17 23.4 150 30 0.874 12.0 ---- 11.0 ---- ---- 0.02 0.00 22.3 ---- 0.02 0.00 22.3 29 30 2.00 L ---- 11.0 ---- ---- 6.3 0.15 22.3 ---- 6.3 0.15 22.3 150 31 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 21.2 ---- 0.02 0.87 21.2 30 31 2.00 LB ---- 13.0 ---- ---- 6.3 0.22 21.2 ---- 6.3 0.22 21.2 150 16 0.874 7.0 ---- 13.0 ---- ---- 0.02 0.00 21.0 ---- 0.02 0.00 21.0 31 27 3.00 R ---- 13.0 ---- ---- -10.0 0.23 23.3 ---- -10.0 0.23 23.3 150 32 0.874 1.0 ---- 13.0 -0.06 0.00 23.5 ---- -0.06 0.00 23.5 32 32 2.00 L ---- 13.0 ---- ---- -10.0 0.35 23.5 ---- -10.0 0.35 23.5 150 33 0.874 4.0 ---- 11.0 ---- ---- -0.06 0.87 24.8 ---- -0.06 0.87 24.8 33 33 19.00 LBR ---- 11.0 ---- ---- -10.0 1.57 24.8 ---- -10.0 1.57 24.8 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.06 0.00 26.3 ---- -0.06 0.00 26.3 DATE: 8/29/2017 S:\2017\31586\CALC\4700.rdf Page 4 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 The maximum velocity of water flow occurs in pipe 8 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 12 at 10.70 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y 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 0.08 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.01 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure DATE: 8/29/2017 S:\2017\31586\CALL\4700.rdf Page 5 of 52.5 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 15. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 8/29/2017 S:\2017\31586\CALL\4700.rdf Page 6 WATER WIPPLY CURVE 75.0 C 1 67.5 p I R60.0 E I o 552.5 D S 1 U45.0 R I E37I.5 (30.0 p 1 522.5 I 1 ) 15I.0 7.5 0 - {4 8 12 16 20 24 28 32 36 40 FLOW (GPM) = 74.5 psi, Re5luuai = o/.3 psi @ 2300 qpm r flowinq) (1 sprinklers flowing) = Available WatC = Available Water Supply 74.5 psi @ 25.0 c74.5 psi @ 25.0 qpm = Required WateD = Required Water Supply 52.5 psi @ 25.0 c52.5 psi Q 25.0 gpm DATE: 8/29/2017 S:\2017\31586\CALC\4700.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 4700 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 2 Date: 8/29/2017 File No: 31586 Data File Name: 4700.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.(16xl6) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 20 18.0 74.5 33.6 2 13.0 7.6 20 31.3 74.5 57.8 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 8/29/2017 S:\2017\31586\CALC\4700.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 3.29 33.6 ---- 31.2 9.15 57.8 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 30.3 ---- 0.25 0.00 48.6 2 101 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 30.3 ---- 31.3 0.25 48.6 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.09 0.00 26.2 ---- 0.25 0.00 44.4 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 26.2 ---- 31.3 5.23 44.4 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 24.3 ---- 0.06 0.00 39.1 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 24.3 ---- 31.3 0.55 39.1 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 22.4 5 0.08 1.73 36.8 5 104 2.00 L ---- 2.0 -5 5 13.0 0.21 22.4 5 26.3 0.79 36.8 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.03 0.87 21.3 ---- 0.11 0.87 35.2 6 105 `1.00 -3.0 4.0 ---- ---- 13.0 0.03 21.3 ---- 26.3 0.11 35.2 150 106 1.101 0.0 ---- 4.0 ---- ----- 0.03 0.00 18.3 ---- 0.11 0.00 32.1 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.52 18.3 ---- 26.3 1.92 32.1 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.03 3.03 14.7 ---- 0.11 3.03 27.1 8 10 4.50 L ----- 11.0 ---- ---- 13.0 0.80 14.7 ---- 26.3 2.95 27.1 150 11 0.874 4.0 ---- 11.0 ---- ---- 0.09 0.00 13.9 ----- 0.35 0.00 24.2 9 11 75.00 LB6R ---- 11.0 ---- ---- 4.8 1.31 13.9 ---- 10.0 5.06 24.2 150 12 0.874 13.0 ----- 11.0 ----- ---- 0.01 0.00 12.6 ---- 0.06 0.00 19.1 10 12 2.00 L ---- 11.0 ---- ---- 4.8 0.09 12.6 ---- 10.0 0.35 19.1 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.01 0.87 11.6 ---- 0.06 0.87 17.9 11 13 3.00 LR ---- 13.0 ---- ---- 4.8 0.12 11.6 ---- 10.0 0.46 17.9 150 14 0.874 5.0 ---- 13.0 ---- ---- 0.01 0.00 11.5 ---- 0.06 0.00 17.4 12 14 8.50 B ---- 13.0 ---- ---- 0.0 0.00 11.5 ---- 0.0 0.00 17.4 150 15 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.87 12.4 ---- 0.00 0.87 18.3 13 14 15.50 2L2R ---- 13.0 ---- ---- 4.8 0.38 11.5 ---- 10.0 1.47 17.4 150 16 0.874 10.0 ---- 13.0 ---- ---- 0.01 0.00 11.1 ---- 0.06 0.00 16.0 14 16 41.50 L2B4R ---- 13.0 ---- ---- 7.2 1.76 11.1 ---- 15.8 7.50 16.0 150 17 0.874 14.0 ---- 13.0 ---- ---- 0.03 0.00 9.4 ---- 0.14 0.00 8.5 15 17 4.50 R ---- 13.0 ---- ---- 0.0 0.00 9.4 ---- 13.3 0.54 8.5 150 18 0.874 1.0 ----- 13.0 4.71 ---- 0.00 0.00 9.4 13.3 0.10 0.00 7.9 16 17 14.00 4LBR ----- 13.0 ---- ---- 7.2 1.08 9.4 ---- 2.5 0.15 8.5 150 19 0.874 20.0 ---- 13.0 ---- ---- 0.03 0.00 8.3 ---- 0.00 0.00 8.3 17 19 4.50 B ---- 13.0 ---- ---- 13.0 0.71 8.3 ---- 13.0 0.71 8.3 DATE: 8/29/2017 S:\2017\31586\CALC\4700.rdf Page 3 150 20 0.874 3.0 ---- 13.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 18 19 39.00 L2B3R ---- 13.0 ---- ---- -5.8 1.10 8.3 ---- -10.5 3.30 8.3 150 21 0.874 13.0 ---- 13.0 ---- ---- -0.02 0.00 9.4 ---- -0.06 0.00 11.6 19 21 1.00 L ---- 13.0 ---- ---- -5.8 0.11 9.4 ---- -10.5 0.32 11.6 150 22 0.874 4.0 ---- 14.0 ---- ---- -0.02 0.43 9.1 ---- -0.06 0.43 11.5 20 22 29.50 L3R ---- 14.0 ---- ---- -5.8 0.77 9.1 ---- -10.5 2.32 11.5 150 23 0.874 7.0 ---- 14.0 ---- ---- -0.02 0.00 9.9 ---- -0.06 0.00 13.8 21 23 1.00 L ---- 14.0 ---- ---- -5.8 0.11 9.9 ---- -10.5 0.32 13.8 150 24 0.874 4.0 ---- 13.0 ---- ---- -0.02 0.43 10.4 ---- -0.06 0.43 14.6 22 24 22.00 L2R ---- 13.0 ---- ---- -5.8 0.59 10.4 ---- -10.5 1.78 14.6 150 25 0.874 6.0 ---- 13.0 ---- ---- -0.02 0.00 11.0 ---- -0.06 0.00 16.3 23 25 40.50 B3R ---- 13.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 16.3 150 26 0.874 6.0 ---- 13.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 16.3 24 26 40.50 3B3R ---- 13-0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 16.3 150 25 0.874 12.0 ---- 13.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 16.3 25 25 21.00 B2R ---- 13.0 ---- ---- -5.8 0.55 11.0 _--- -10.5 1.65 16.3 150 27 0.874 5.0 ---- 13.0 ---- ---- -0.02 0.00 11.5 ---- -0.06 0.00 18.0 26 27 18.00 B4R ---- 13.0 ---- ---- 2.4 0.11 11.5 ---- 5.8 0.54 18.0 150 28 0.874 7.0 ---- 13.0 ---- ---- 0.00 0.00 11.4 ---- 0.02 0.00 17.5 27 28 2.00 L ---- 13.0 ---- ---- 2.4 0.03 11.4 ---- 5.8 0.13 17.5 150 29 0.874 4.0 ---- 11.0 ---- ---- 0.00 0.87 12.3 ---- 0.02 0.87 18.2 28 29 36.00 L8R ---- 11.0 ---- ---- 2.4 0.20 12.3 ---- 5.8 1.03 18.2 150 30 0.874 12.0 ---- 11.0 ---- ---- 0.00 0.00 12.1 ---- 0.02 0.00 17.2 29 30 2.00 L ---- 11.0 ---- ---- 2.4 0.03 12.1 ---- 5.8 0.13 17.2 150 31 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.87 11.2 ---- 0.02 0.87 16.2 30 31 2.00 LB ---- 13.0 ---- ---- 2.4 0.04 11.2 ---- 5.8 0.19 16.2 150 16 0.874 7.0 ---- 13.0 ---- ---- 0.00 0.00 11.1 ---- 0.02 0.00 16.0 31 27 3.00 R ---- 13.0 ---- ---- -8.2 0.16 11.5 ---- -16.3 0.58 18.0 150 32 0.874 1.0 ---- 13.0 ---- ---- -0.04 0.00 11.7 ---- -0.14 0.00 18.6 32 32 2.00 L --- 13.0 ---- ---- -8.2 0.24 11.7 ---- -16.3 0.86 18.6 150 33 0.874 4.0 ---- 11.0 ---- ---- -0.04 0.87 12.8 ---- -0.14 0.87 20.3 33 33 19.00 LBR ---- 11.0 ---- ---- -8.2 1.09 12.8 ---- -16.3 3.88 20.3 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.04 0.00 13.9 ---- -0.14 0.00 24.2 DATE: 8/29/2017 S:\2017\31586\CALC\4700.rdf Page 4 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 The maximum velocity of water flow occurs in pipe 2 at 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 14.05 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 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 0.14 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 DATE: 8/29/2017 S:\2017\31586\CALC\4700.rdf Page 5 of 57.8 psi and a 7 minute flow of 219 gal. and a 10 minute flow of 312.7 gallons. The minimum pressure at any node is 7.6 psi at node 20. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 8/29/2017 S:\2017\31586\CALC\4700.rdf Page 6 WATER SUPPLY CURVE 75.0� -- .q C 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 i P 22.5 S I } 15.0 7.5 0D 0.0 04 8 12 16 20 24 28 FLOW (GPM) 32 36 40 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 @ 31.3 gpm B = Required Water Supply D = Required Water Supply 33.6 psi @ 18.0 gpm 57.8 psi @ 31.3 gpm DATE:'10/30/2018 S:\2017\31586\CALC\4700—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 4700 ALT 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 1 Date: 10/30/2018 File No: 31586 Data File Name: 4700 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.(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 Flow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press, Node Total Avail, Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 15 25.0 74.5 58.5 1 20.0 18.0 15 25.0 74.5 58.5 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE:'10/30/2018 S:\2017\31586\CALC\4700-ALT.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 25.0 6:06 58.5 ---- 25.0 6.06 58.5 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 52.5 ---- 0.17 0.00 52.5 2 101 1.00 -9.5 -2.0 ---- ---- 25.0 0.69 52.5 ---- 25.0 0.69 52.5 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.69 0.00 42.3 ---- 0.69 0.00 42.3 3 102 70.00 3L --- -2.0 ---- ---- 25.0 3.45 42.3 ---- 25.0 3.45 42.3 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 38.8 ---- 0.04 0.00 38.8 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 38.8 ---- 25.0 0.37 38.8 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 36.7 5 0.05 1.73 36.7 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 36.7 5 20.0 0.48 36.7 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 35.4 ---- 0.07 0.87 35.4 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 35.4 ---- 20.0 0.07 35.4 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 32.3 ---- 0.07 0.00 32.3 7 106 7.00 2L -_-- 4.0 ---- ---- 20.0 1.16 32.3 ---- 20.0 1.16 32.3 150 10 1.101 10.0 --- 11.0 ---- ---- 0.07 3.03 28.1 ---- 0.07 3.03 28.1 8 10 4.50 L ---- 11.0 ---- ---- 20.0 1.78 28.1 ---- 20.0 1.78 28.1 150 11 0.874 4.0 ---- 11.0 ---- ---- 0.21 0.00 26.4 ---- 0.21 0.00 26.4 9 11 75.00 LB6R ---- 11.0 ---- ---- 10.0 5.11 26.4 ---- 10.0 5.11 26.4 150 12 0.874 13.0 ---- 11.0 ---- ---- 0.06 0.00 21.3 ---- 0.06 0.00 21.3 10 12 2.00 L ---- 11.0 ---- ---- 10.0 0.35 21.3 ---- 10.0 0.35 21.3 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.06 0.87 20.0 ---- 0.06 0.87 20.0 11 13 3.00 LR ---- 13.0 ---- ---- 10.0 0.46 20.0 ---- 10.0 0.46 20.0 150 14 0.874 5.0 ---- 13.0 ---- ---- 0.06 0.00 19.6 ---- 0.06 0.00 19.6 12 14 8.50 B ---- 13.0 ---- ---- 20.0 2.41 19.6 ---- 20.0 2.41 19.6 150 15 0.874 3.0 ---- 11.0 4.71 20.0 0.21 0.87 18.0 20.0 0.21 0.87 18.0 13 14 15.50 2L2R ---- 13.0 ---- ---- -10.0 1.48 19.6 ---- -10.0 1.48 19.6 150 16 0.874 10.0 ---- 13.0 ---- ---- -0.06 0.00 21.1 ---- -0.06 0.00 21.1 14 16 41.50 L2B4R ---- 13.0 ---- ---- -3.8 0.53 21.1 ---- -3.8 0.53 21.1 150 17 0.874 14.0 ---- 13.0 ---- ---- -0.01 0.00 21.6 ---- -0.01 0.00 21.6 15 17 4.50 R ---- 13.0 _- - ---- 0.0 0.00 21.6 ---- 0.0 0.00 21.6 150 18 0.874 1.0 ---- 13.0 ---- ---- 0.00 0.00 21.6 ---- 0.00 0.00 21.6 16 17 14.00 4LBR ---- 13.0 ---- ---- -3.8 0.32 21.6 ---- -3.8 0.32 21.6 150 19 0.874 20.0 ---- 13.0 ---- ---- -0.01 0.00 21.9 ---- -0.01 0.00 21.9 17 19 4.50 B ---- 13.0 -- - ---- 0.0 0.00 21.9 ---- 0.0 0.00 21.9 BATE: 10/30/2018 S:\2017\31586\CALC\4700-ALT.rdf Page 3 150 20 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.00 21.9 ---- 0.00 0.00 21.9 18 19 39.00 L2B3R ---- 13.0 ---- ---- -3.8 0.49 21.9 ---- -3.8 0.49 21.9 150 21 0.874 13.0 ---- 13.0 ---- ---- -0.01 0.00 22.4 ---- -0.01 0.00 22.4 19 21 1.00 L ---- 13.0 ---- ---- -3.8 0.05 22.4 ---- -3.8 0.05 22.4 150 22 0.874 4.0 ---- 14.0 ---- ---- -0.01 0.43 22.0 ---- -0.01 0.43 22.0 20 22 29.50 L3R ---- 14.0 ---- ---- -3.8 0.35 22.0 ---- -3.8 0.35 22.0 150 23 0.874 7.0 ---- 14.0 ---- ---- -0.01 0.00 22.4 ---- -0.01 0.00 22.4 21 23 1.00 L ---- 14.0 ---- ---- -3.8 0.05 22.4 -_-- -3.8 0.05 22.4 150 24 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.43 22.8 ---- -0.01 0.43 22.8 22 24 22.00 L2R ---- 13.0 ---- ---- -3.8 0.26 22.8 ---- -3.8 0.26 22.8 150 25 0.874 6.0 ---- 13.0 ---- ---- -0.01 0.00 23.1 ---- -0.01 0.00 23.1 23 25 40.50 B3R ---- 13.0 ---- ---- 0.0 0.00 23.1 ---- 0.0 0.00 23.1 150 26 0.874 6.0 ---- 13.0 ---- ---- 0.00 0.00 23.1 ---- 0.00 0.00 23.1 24 26 40.50 3B3R ---- 13.0 ---- ---- 0.0 0.00 23.1 ---- 0.0 0.00 23.1 150 25 0.874 12.0 ---- 13.0 ---- ---- 0.00 0.00 23.1 ---- 0.00 0.00 23.1 25 25 21.00 B2R ---- 13.0 ---- ---- -3.8 0.25 23.1 ---- -3.8 0.25 23.1 150 27 0.874 5.0 ---- 13.0 ---- ---- -0.01 0.00 23.3 ---- -0.01 0.00 23.3 26 27 18.00 B4R ---- 13.0 ---- ---- 6.3 0.61 23.3 ---- 6.3 0.61 23.3 150 28 0.874 7.0 ---- 13.0 ---- ---- 0.02 0.00 22.7 ---- 0.02 0.00 22.7 27 28 2.00 L ---- 13.0 ---- ---- 6.3 0.15 22.7 ---- 6.3 0.15 22.7 150 29 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.87 23.5 ---- 0.02 0.87 23.5 28 29 36.00 L8R ---- 11.0 ---- ---- 6.3 1.17 23.5 ---- 6.3 1.17 23.5 150 30 0.874 12.0 ---- 11.0 ---- ---- 0.02 0.00 22.3 ---- 0.02 0.00 22.3 29 30 2.00 L ---- 11.0 ---- ---- 6.3 0.15 22.3 ---- 6.3 0.15 22.3 150 31 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 21.3 ---- 0.02 0.87 21.3 30 31 2.00 LB ---- 13.0 ---- ---- 6.3 0.22 21.3 ---- 6.3 0.22 21.3 150 16 0.874 7.0 ---- 13.0 ---- ---- 0.02 0.00 21.1 ---- 0.02 0.00 21.1 31 27 3.00 R ---- 13.0 ---- ---- -10.0 0.23 23.3 ---- -10.0 0.23 23.3 150 32 0.874 1.0 ---- 13.0 ---- ---- -0.06 0.00 23.6 ---- -0.06 0.00 23.6 32 32 2.00 L ---- 13.0 ---- ---- -10.0 0.35 23.6 _-- -10.0 0.35 23.6 150 33 0.874 4.0 ---- 11.0 ---- ---- -0.06 0.87 24.8 ---- -0.06 0.87 24.8 33 33 19.00 LBR ---- 11.0 ---- ---- -10.0 1.57 24.8 ---- -10.0 1.57 24.8 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.06 0.00 26.4 ---- -0.06 0.00 26.4 ,DATE:'10/30/2018 S:\2017\31586\CALC\4700-ALT.rdf Page 4 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, The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.745 0.00 1.00 3.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.8.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.01 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.02 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. 'DATE:'10/30/201.8.S:\2017\31586\CALC\4700 ALT.rdf Page 5 The minimum source pressure is 20.0 psi with a minimum required pressure of 58'.5 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 15. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 ,-DATE— 10/30/2018 S:\2017\31586\CALC\4700—ALT.rdf Page -6 WATER SUPPLY CURVE 75.0 C F 67.5 P 60.0 on D E 52.5 S S 45.0 U R 37.5 E 30.0 f P 22.51 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 FLOW (GPM) 1 36 40 Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 25.0 gpm 74.5 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 58.5 psi @ 25.0 gpm 58.5 psi @ 25.0 gpm -DATE:`10/30/2018 S:\2017\31586\CALC\4700_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 4700 ALT 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 10/30/2018 File No: 31586 Data File Name: 4700 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 & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs, Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press_ Press. 1 13.0 7.6 20 18.0 74.5 39.4 2 13.0 7.6 20 31.3 74.5 64.1 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE:`10/30/2018 S:\2017\31586\CALL\4700_ALT.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 18.0 3.29 39.4 ---- 31.3 9.16 64.1 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 36.1 ---- 0.25 0.00 54.9 2 101 1.00 -9.5 -2.0 ---- ---- 18.0 0.38 36.1 ---- 31.3 1.04 54.9 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.38 0.00 26.2 ---- 1.04 0.00 44.4 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 26.2 ---- 31.3 5.22 44.4 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 24.3 ---- 0.06 0.00 39.1 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 24.3 ---- 31.3 0.55 39.1 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 22.4 5 0.08 1.73 36.8 5 104 2.00 L ---- 2.0 -5 5 13.0 0.21 22.4 5 26.3 0.79 36.8 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.03 0.87 21.3 ---- 0.11 0.87 35.2 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.03 21.3 ---- 26.3 0.11 35.2 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 18.3 ---- 0.11 0.00 32.1 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.52 18.3 ---- 26.3 1.92 32.1 150 10 1.101 10.0 ---- 11.Cl ---- ---- 0.03 3.03 14.7 ---- 0.11 3.03 27.1 8 10 4.50 L ---- 11.0 ---- ---- 13.0 0.80 14.7 ---- 26.3 2.95 27.1 150 11 0.874 4.0 ---- 11.0 ---- ---- 0.09 0.00 13.9 ---- 0.35 0.00 24.2 9 11 75.00 LB6R ---- 11.0 ---- ---- 4.8 1.31 13.9 ---- 9.9 5.06 24.2 150 12 0.874 13.0 ---- 11.0 ---- ---- 0.01 0.00 12.6 ---- 0.06 0.00 19.1 10 12 2.00 L ---- 11.0 ---- ---- 4.8 0.09 12.6 ---- 9.9 0.35 19.1 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.01 0.87 11.7 ---- 0.06 0.87 17.9 11 13 3.00 LR ---- 13.0 ---- ---- 4.8 0.12 11.7 ---- 9.9 0.46 17.9 150 14 0.874 5.0 ---- 13.0 ---- ---- 0.01 0.00 11.5 ---- 0.06 0.00 17.4 12 14 8.50 B ---- 13.0 ---- ---- 0.0 0.00 11.5 ---- 0.0 0.00 17.4 150 15 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.87 12.4 ---- 0.00 0.87 18.3 13 14 15.50 2L2R ---- 13.0 ---- ---- 4.8 0.38 11.5 ---- 9.9 1.47 17.4 150 16 0.874 10.0 ---- 13.0 ---- ---- 0.01 0.00 11.2 ---- 0.06 0.00 16.0 14 16 41.50 L2B4R ---- 13.0 ---- ---- 7.2 1.76 11.2 ---- 15.8 7.50 16.0 150 17 0.874 14.0 ---- 13.0 ---- ---- 0.03 0.00 9.4 ---- 0.14 0.00 8.5 15 17 4.50 R ---- 13.0 ---- ---- 0.0 0.00 9.4 ---- 13.3 0.54 8.5 150 18 0.874 1.0 ---- 13.0 4.71 ---- 0.00 0.00 9.4 13.3 0.10 0.00 7.9 16 17 14.00 4LBR ---- 13.0 7.2 1.08 9.4 ---- 2.5 0.15 8.5 150 19 0.874 20.0 ---- 13.0 ---- ---- 0.03 0.00 8.3 ---- 0.00 0.00 8.3 17 19 4.50 B ---- 13.0 ---- ---- 13.0 0.71 8.3 ---- 13.0 0.71 8.3 ^DATE:-10/30/2018 S:\2017\31586\CALC\4700-ALT.rdf Page 3 150 20 0.874 3.0 ---- 13.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 18 19 39.00 L2B3R ---- 13.0 ---- ---- -5.8 1.10 8.3 ---- -10.5 3.30 8.3 150 21 0.874 13.0 ---- 13.0 ---- ---- -0.02 0.00 9.4 ---- -0.06 0.00 11.6 19 21 1.00 L ---- 13.0 ---- ---- -5.8 0.11 9.4 ---- -10.5 0.32 11.6 150 22 0.874 4.0 ---- 14.0 ---- ---- -0.02 0.43 9.1 ---- -0.06 0.43 11.5 20 22 29.50 L3R ---- 14.0 ---- ---- -5.8 0.77 9.1 ---- -10.5 2.31 11.5 150 23 0.874 7.0 ---- 14.0 ---- ---- -0.02 0.00 9.9 ---- -0.06 0.00 13.8 21 23 1.00 L --- 14.0 ---- ---- -5.8 0.11 9.9 ---- -10.5 0.32 13.8 150 24 0.874 4.0 ---- 13.0 ---- ---- -0.02 0.43 10.4 ---- -0.06 0.43 14.6 22 24 22.00 L2R ---- 13.0 ---- ---- -5.8 0.59 10.4 ---- -10.5 1.78 14.6 150 25 0.874 6.0 ---- 13.0 ---- ---- -0.02 0.00 11.0 ---- -0.06 0.00 16.3 23 25 40.50 B3R --- 13.0 0.0 0.00 11.0 ---- 0.0 0.00 16.3 150 26 0.874 6.0 --- 13.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 16.3 24 26 40.50 3B3R -- - 13.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 16.3 150 25 0.874 12.0 ---- 13.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 16.3 25 25 21.00 B2R _ -- 13.0 ---- ---- -5.8 0.55 11.0 ---- -10.5 1.65 16.3 150 27 0.874 5.0 ---- 13.0 ---- ---- -0.02 0.00 11.6 ---- -0.06 0.00 18.0 26 27 18.00 B4R ---- 13.0 ---- ---- 2.4 0.11 11.6 ---- 5.8 0.54 18.0 150 28 0.874 7.0 ---- 13.0 --- ---- 0.00 0.00 11.5 ---- 0.02 0.00 17.5 27 28 2.00 L ---- 13.0 ---- ---- 2.4 0.03 11.5 ---- 5.8 0.13 17.5 150 29 0.874 4.0 ---- 11.0 ---- ---- 0.00 0.87 12.3 --- 0.02 0.87 18.2 28 29 36.00 L8R ---- 11.0 ---- ---- 2.4 0.20 12.3 ---- 5.8 1.03 18.2 150 30 0.874 12.0 ---- 11.0 ---- ---- 0.00 0.00 12.1 ---- 0.02 0.00 17.2 29 30 2.00 L ---- 11.0 ---- ---- 2.4 0.03 12.1 ---- 5.8 0.13 17.2 150 31 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.87 11.2 ---- 0.02 0.87 16.2 30 31 2.00 LB ---- 13.0 ---- ---- 2.4 0.04 11.2 ---- 5.8 0.19 16.2 150 16 0.874 7.0 ---- 13.0 ---- ---- 0.00 0.00 11.2 ---- 0.02 0.00 16.0 31 27 3.00 R ---- 13.0 ---- ---- -8.2 0.16 11.6 ---- -16.3 0.58 18.0 150 32 0.874 1.0 ---- 13.0 ---- ---- -0.04 0.00 11.7 ---- -0.14 0.00 18.6 32 32 2.00 L ---- 13.0 ---- ---- -8.2 0.24 11.7 ---- -16.3 0.86 18.6 150 33 0.874 4.0 ---- 11.0 ---- ---- -0.04 0.87 12.8 ---- -0.14 0.87 20.3 33 33 19.00 LBR ---- 11.0 ---- ---- -8.2 1.09 12.8 ---- -16.3 3.88 20.3 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.04 0.00 13.9 ---- -0.14 0.00 24.2 ',GATE:-10/30/2018 S:\2017\31586\CALC\4700-ALT.rdf Page 4 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 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 23.01 ft/s with 2'sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.745 0.00 1.00 3.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk 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 0.16 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. City of La Quinta Design and Development Department dev ( 2a i4 &CV 78-495 Calle Tampico La Quinta, CA 92253 Telephone: (760)777-7125 Fax: (760)777-1233 www.ia=guinta.arg Riverside County Fire Department Riverside Office 2300 Market Street, Ste.150 Riverside, CA 92501 (951)955-4777 FIRE REVIEW APPLICATION ❑ NEW 8 TENANT IMPROVEMENT PROJECT INFORMATION Project Name: GRIFFIN RANCH / TRACT 32879 / PLAN TYPE 7 Sign: .............. DFC"f 2 2018 DESIGN & DEVELOPMENT DEPARTMENT F C PIP 301t -cw PERMIT NO. FSS-2017-0040 01 PrinfI Site Address: MASTER PLAN 7 (AS -BUILT) Prin'. JA. ISHIP City & Zip: LA QUINTA, CA 92253 • 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 Arran ementand shall comply with County Fire Department directions. APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: 19 Same as Applicant info Applicant Name: FIRE SPRINKLER SYSTEMS contractor#: 684600 Contact Person: JAM I E B I S H I P Contact Person: JAM I E B I S H I P Mailing Address: 705 HARRISON ST. # 200 City & Zip: CORONA, CA 92879 Phone Number: 951-272-2522 Fax: Mailing Address: 705 E. HARRISON ST. #200 City & Zip: CORONA, CA 92879 Phone Number: 951-272-2522 Fax: Email: Email: Bin # Oty Of La Qulhtd Building 8i Safety Division P.O. Box 1504,78-495 Calle Tampico L4.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit# Project Address: MASTER PLAN 7 (AS -BUILT TO FSS-201.7-0040) Owner's Name: LENNAR A.P.Number. Address:980 MONTECITO DR. # 302 Legal Description: MASTER PLAN TYPE 7 - City, ST, zip: CORONA, CA 92879 Contractor FIRE SPRINKLER SYSTEMS, INC Telephone: OW Address: 705 E. HARRISON ST. #200 Project Description: City, ST, Zip: CORONA, CA 92879 INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS Telephone: 951-272-2522 51 HEADS / 5,46.7 SF "CityLic.#, State Lio. # : 684600 762890 Arch, Engr., Designer. Address: City, ST, zip: Telephone: State Lie. #: Construction Type: V-13 Occupancy: R3/U Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: JAMIE BISHIP Sq.Ft.: 5,467SF #Stories: 1 #Units: N/A Telephone # of Contact Person: 951-272-2522 Estimated Value of Project: $2,430.00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req°d Reed TRA0MG PERNIP FEES Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan r Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumblag Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 3a R"iew, ready for eorrectionsrssue Developer Impact Fee Planning Approval Called Contact Person A.U.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees