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FCMP2018-0005 Griffin Ranch Plan 3 Rev 1
a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2018-0005 MoFT�- Description: GRIFFIN RANCH / MASTER PLAN TYPE 3 / 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: Pr DAYS REVIEWS III ACTIONS INSPECTIONS CONDITIONS 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 8:51:09 AM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2018-0005 MoFT�- 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 11/6/2018 11/20/2018 11/21/2018 APPROVED CONDITIONS TO REMAIN. Printed: Thursday, January 26, 2023 8:51:09 AM 2 of 3 CENTRALSOLIARE ° Project Details PROJECT NUMBER yow City of La Qu i nta FCM P2018-0005 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 3475 (AsBuilt).pdf 3475 (AsBuilt).pdf Printed: Thursday, January 26, 2023 8:51:09 AM 3 of 3 CENTRALSQUARE Bulielin 006 Rev. I Model RFC30 (SIN RAD611) r Model RFCr4 ( IN i A0612) Rellabile Model RFC49 (SIN RA0616) Residential Flat Concealed Sprinklers A Reidenntlal Flat Concealed Sprinkler engl neered for a minimum design der slty of 0.05 gpmW with low GPM requirements. Featu 1, Very low water flow requirements. 2. C tuver plate attachment (Plain or Perforated) Ath'/? ( ) ToW adjuslf ileilt. 3. Thread-On/Thread-Off or Push-Orifrhread Y; Dif eager attachment optlim. N 4. Smooth aesthetic cei[in q profile. 5. Available in brass, chrome and black placed or painted finishes. Plaln Cover Rare Listings & Approval 1. Listed by Uridlrrwflters Laboralofies, and certified by UL lot Canada (clJLus) UL Listing Categories Residential Auterriatic Sprinklers UL Guide Number" VK „r , Product Dtiption Wdel RFC30, RFC43 wid RFC49 Concealed Real den - tid Sin Wers are fast response rwideritjal fusible solder IirX adomatic spank€era. ResldsMial sprinklefs differ from Standard sprinklers prlmwkly in their response lime and water divrinudorl pals ms. Perfarated Cover Piale Wdel RFC310, FIFC43ana W049 spT11*ters discharge water in a tlemispliar ical pattern below via 9p€ Inc tier de- and pose.1vely attached and biands into the cel€ing, L�Dn- t113ctior. Residential LtislrioLgiarl panerns are nigher and ceaJing the mo% dependatcle fire prarectton available, an ganarally con`lalna finer drnplel size than sta idard 9prin- armor tic sprinkler sywem, kler patterns. Tna RFC30, RPC43 and RFC49 are LJL Listed Residen- The combination of speed of operation and high dis- lial Sprinklers to be Installed In the residerntal portlans CnWgs pattern required for realdlential sprinklers has of any occtJp�Lnq in accordance with NFPA 13, MR, 8. demo rated, in firs ToOr3g, &n a viny tar controlling 130- resideryiW fires, and thereby provicing elgnIicanr eva cu- TIe RFC,30, FFC43 and RFC49 can reduce the read ation tuna for ncnupanm for preelae cut*rrlg of drop nlpples, TTie threw led cover The RFC, FFC43 and WG49 Sprinklers provide the place assembly can be Jadiusled vAlhotiT Tools to fi* ac- beetforrrl dfire protection byearnolning an attracthre ap- cilrately agairi5t the ceiling. The tyre protection system pearance and 3A' (13MM) of saver adjulstmeM for ease naaa not he ahut down to adjust or remove the cove€ of installallon. The srnai€ diameter cover plate Is easily plateassemUy. The Reliable Automatic Sprinklaer Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Model Thad Nor>ninal Sprinkler CP AssernWy Max. a4inbl K Max. (SIN) Size Orifice Temp Prating Temp. Prating Temp. ip. s. Factor Pressure Inch(min) Inch(rt Fri) psI(bar RFC 30 (t A0611 ) t•i =' r,, ,.5.,_'! 165 i 74 1 oa .57 1 Cr! dt 143 2) RFC 43 (FIA0612) '' tT n') A ;fir) 1619 74 135 -57 1co 5,3 4.3 032) 175 02) RFC 49 (FIA0616) "2. (1,s TA.) (11i 1US 14 1a5 !�7 1or) &a 4.9 J0,6) 175 02) Not& 1 ::,r = 1:X1 ltPa F1;FC 3D DrdlnaryTernp, Rating Max. Coverage Max. acIng (165°FI74-C) Tv10 of are aria Ft (m) Ft x F>: (tn x m) '. eilviDcfl:cto� t4] h (; irlg lrs><t, (Illil;i) Flow Pree�sure GPM (Urlmlin) PR (bar) si n.;K1r1-i Ce ilingE 4 tc, 1 r :3 To 25 41 E;eerrrsd Ceilingo W NFPA 12D, 13R or 12 x 12 {5.R x 3A 12'13A 9014,11 g.o M'M 14 x :4 {4,3 x 4,.'.} 1 '.�) (0.ml 13 IrvaL_15rd u) bearns h! to 1 {18 in 25.4) For Ce -,g types refer lc NFPA 13, 13R or 13D RFC 43 in tallaiiari Minimum TVRe Spacing rt (M) Crdi nary Temp. Rating Max. coverage fulax, Spacing 1 g (t66°FI7�#°C} Top of Defleclor Wnirnurn Installation area Ft x Ft (at�t x m� � (M) tQ Ceilltlg 1nCt�{term} ;Spacing Typo 1=t (171j Fiavrr F+reseure GPM(L7Jrlln) PSI (boo i_xx 1243;GX 3,F�, cap'} k4,v; 7.2 (0,64) Sr no€�ll 14 Y 1 41- 0.3 x U.1 14(4,3) 13 {49j 1; 1 i6.53) lb t6(4,9x 4,J; 13(40) P.1 C0,63) Seamed ii:np�;;xr NFPA 130, 13Rrr 15 Ir>et.a Rd in beamo �N_ #c 1.(1� To 25.4) :iO4Ir7d31@b Fs'.'•.:1 lax 18{5.5X5.5} 18(s,5) 1a(68) 171.5i1.2t) � 20x20Al xfi.1J ?r;{G,1} P.''79) 2.'.6(1,64i For a-lrrari twos refer 1r) NI'VA 1$. MIA tv i3Ci RFC 4!9 N%X. Coverage Ordinary Temp. Rating Top ❑t Ve fector, minimum i area Max. Spacitlg ,,,,.....,.,...,,,(7�5°Ff74°C)., , ,., .._ to Ceiling irFst:aikatiorl Spacing Ft x Ft (m x M) Ft im} Flow Pressure Inch(ram) Type Ft (m) GPM t.fmirt PSI bar 12 x 12 43.F, x 3-6: 12 (3.6 a , 3 (40) T p 4G rW Srnoor, C�6;1irtgs :-� to 7 (13 is Zi.4) 14x 14(4,2x 4-3; -4A•) ;3(49) 70 t0.46, 1 a x 1 r ( 4 x 4,'3; ? (4,9 13 {40) 7 U �0,481 56amc4l Ceuo4s par NFPA 13D, 13R or Conceal -ad 8(2.4) 1$ x 1,13 (5,5)( 5-51 r a(r,,5} 1' {S ,3t aP.n (G.as) zJ x Aqi._ 1 x Ei, 11 201 8,1 . ZrT V.II J5} 11, 1 01 14, car Cr in .' 1vPe_- i qla to NFPA 1i, #3H rn I'D F01 P 135 4*r L IK MOM F1 RwidelrM Sprinklers forig llubld!Dw4n Dens4 of .05 g liiia' W F1 Fees Sprillkiars erginearrxill for the boost flews is mod Jw minimum daBign dwrtsity of .D5 qrrlW Types: — - --- - - F1 Pas M N-dent — — 2 I71 Lies 50 Fussed Pe naWj 2 3, F1 Res W RaxasedPenor:rrFP 4. F1 Fes 44 Pa nt 5 5 F1 rice 49 tsPencerrl 6, 1-1 Fees 49 RajassedF'encwf-P 7, 1-1 ROD 5B Pe- ent F1 =,es 30,,*, 58 8, 73 & F1 Fee 58 R9--e4setPencerrr-i fit3aeaaad Pantierl.tF1 Fteceux,.:ean nt!=P 1 e9 5E H5VY1( e. F1 3139 58 FWnssedNncan P •C. F1 Fla9 76 P -&N '11. F1 Ras 76 igcaaeed Pence F-1 Z_ -- - 2. F 1 Rea 76 190_aeaaa N ncWP � -3. F1 Ne 30 MP PendW '4, F1 Ns 49 MP F�,_n dwt ' -S. 1=1 Flea % U::P Pon tiers L '13. F1 Peg 76 COP ?, F1 Fea 44 H_RV F- BDa K, , 49.58 66 F' Ftes 44 US F1 iA9 44 SWC -8. F1 F+es 44 fed 11-.$WoF2 G, P Pendl�r RW98eed HEWF2 ' 9, F1 FOR 513 HIV 20. F1 Fea 59 HSVX 1-1WMrra 5adGvtial sprrilKi l3 (Ft39. 5, 6 & 7) are Ggltnly r WEC , 21. KHe5WHbNA tiavPnaboveceilingpdpingarrratbeleed 22. F1 Fe %HW%camdHS M TheJrrrrgkw4l3ulbpendwl2prirlkiarepailli lleObeitl,_ue 23. F1 F0 44 SWYC of> asidwlz Amer sup,pW11j spftler gage r `esldmil Uatimp & ApptrvaW ire ip'o. w)daRgn The bwiiaw=l Fleseprinklam aeg)ed } wgkv redArflan[ Ma by LudervrTl tar3ara ari9s rrc. and t-larrrol rmponm to mo the wriame-re V= on +ppar.9- tJL C td a t7 'or G9r33Ce 4C4tU.a; t❑n ra;i(ki of ale beet taid�rilAl mar>ld ga-dada {LJL 1Tt6 b`tarartarq� ut-anIrazondUms,twig herscarsesa-Wmkw's WnIll 1rr.10 Density: Rater to Bulletin 1796 i-sens►mdwrlontgam Mbar iikt)amiftielBaeKlre UL Usting Categoq WAfV4V' a3ff IbViatUft 2611 star. ny 05tJl0&Q1r6 RwiVegkF I AQWnria:l; SpiWer d ig° ' a rrcrolaft�. UL Guide Number Technical Dan: V J rd T7 ofmol Se'gsa Salwa:l Etsrrt n (Lnk) cr Win nal 3'nT glass -till fterts * 5prrrwer Frwne . Etsol meritA EIS Patent No. 5,516,695 applies is the Model I'1 Res 49 . Sprr'Id&W P eseLila Rat ng: 1 T5 pA &53 oenceni spinklers Factoy Fjdroaiar aWly Tasled to 500 pai US Patent Ne. 7,353A82 app 1M 10 VWGl F1 =LW 44 &58 4-r'raa,7 clz_' It oT .' ) FRIVSprirk els K seta �4d32}{ la}-F1Re�34PondeT rirWer US Patem N a. 7.784,555 appl4s la Pal aEl F I Aes 44 SWC # d.il)(43 ! s,4=a)-Fire Pend T'4; rrk1w sprirmes3 5,a( �JAcaarl FyFia� F +, ar►-i3rr3rr r►,IdAr 1plli &ct Dewripido t 7,$S1 el; F1Res MPa'1datfloenlle- tw I Ft Fhts I� _ �pri rkvte'Alga 1, 2, 3, & 4) are 4A(WAdudl - F1 IEtai ASN 5-AAar rs rxeesprlr�ler$carriorri g aaeerndsaolry hid r�ers Geroiy- fvinlmirnOL06 gpni6t? 4 g c aril Lau pr mle ceccra iffi daalgt Tto Ft Io The Reliable ALltomatie SprirllkI or Co., Inc., 103 FaWe-N Park DWe, DWord, blew Yoik 1e5 Tact,€ ltcal Bata F1 Res 30 Penckmt an d Recessed Pon f SIN g3511) 7h3vad ___.__•r7G'4 Noncal [3Acq I ....In-oh{mSFi".....i Max. Prowwro I SprinkierI amp, Ruth g PW: baar}— VggL. $T1-41� p.auW K I Cprtnklor• Ls ioh la;l(Enno X0 _ _ .r_'•-'3i1 4i^ ^26f571 i ! OexdinaryTemp. Pining I Intmnud ie Temp. RiglinEj! f4liaimure Mkt[,[. Celecr uar6a --; Tope! CAIat a tb C491ing I Ft x Ft (fT1 xrn) � Flaw F aWW?'q l_r' I _10M Freawre PSI j in cal iMM) Fit r� rlrttl t __ UatPI '7r13f5,91rZ - ;?t1.el — aM.3j - `--- 7i) ku, j ;rgF2exsa:t~#awc R-AFMW n6511 T. per +lam 13{J, 31i [3 f 41 74 x 14 f4,3 k 4,21 14 t4 1 10 7,8; 1: 13_F6} 10 "-1-.: 5 r 11 I For Ceihria }ypes reier 6e '61PA 13. 13FI or r' 11 TwhnianI Dain. F1 Res 49 Pendenil and Recessed Pendent (SIN rx3516) Max• Sprinkter Marc. hctuni Sprinicler Thmad Nominal OrffIce Pressum Ternp. RetirV_ Armleni Temp. K J_ argth irtclx{rrarnj pal ibar�. °F °C °F 4C r ervtor ,i,,c}, 225(5?] 'h'1Ji'1 rn'(`11 pr,:12) ISE 1 69 10(1 W �9?7}'Er 1 F'fi_ '�5 1 7'9 ':5r: 95 iOrdi nary Tamp. r, hag rlllterrnedhie Temp. Rating Top of I OO;,'tor Ar lNffL rr Max,Gover e8r�9 Mrix.Srsacln9 — Li'r°FA68°Cj -- [175 MI 14Celling $pR*V P1. M R (m x m) Ft {m} FICO Pressere a Flow PmiElure inch { tT1111} F1I (rr3} 700,4,J) ai+ya 6rY1i;,A1Girl,i ,.: 1'-0:: 4;311 110 1(iA IaraQ FP iieiiYilCl'rb: 9' ?X '1' 0) P(3,611 10q) 7C-(0,418) ilex 14{,1,3x C,5j 14(4,c1 -.3 [4')) 7d(CIL48r i27 Qi 7Cr-,0,48) 11u4trJli.L't)wl-r.v 1 c�'❑lt� �i. Qsa`i%-ci CQflfgs pa, NFPA :6 x 16 {r, x e,�J1 1S (A'r�1 13 (-0-4) 7 n (0,4e3) 1I {4sj 7 -14f),46) 1Gw1Ck I8,raAkDdr, 18 x le ?5 a x E.5) 1 B (5.51 17-(6A,8] 12 (O,z33i 17' 54,3) 52 {0,9 °. tl asrn31 Wrro 1 tr! (3^ 71c 4,--4+unirrg�r WWC11001, 1 'JUYLal{Ei.5K8,:s 2A�(U,1: 1Fi7(1,1% "( `�,�} 'H,r{1.'41 tG13k•."r5-4In44Ar Lierl}�rS I -7;(f5,lj F❑rt:6gngiyprsralErr:oNFFF� 1:`s, 151icr t;it'7 HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 8115/17 Location i:ALC ARFA 1 Number of Sprinklers 2 Basis of Design 1, DENSITY .05 gpm1sq.ft. 2. DESIGNED AREA OF DISCHARGE - 12 sq.ft. System Demand 1. WATER FLOW RATE 31.3 qpm 2- RESIDUAL PRESSIJRE AT THE BASE OF THE RISER 40.4 psi Installed By Fire Sprinkler Systems, Inc. HYDRAULIC NAMEPLATE N.T.S. PRESSURE REGULATOR TO BE SET AT 50 PSI TO (DOMESTIC WATER 0ONTROL VALVE FOR DIOiv9ESTIC 5 GPM ALLOWANCE 1 Q4 = 2' ELEV. CONTROL BALL VALVE FINISH GRADE U ELEV. 1 `/'r COPPER L - W MASTER METIER BLMJ 9.5 PSI LOSS 1114" PVC 1" COPPER K METER 70' MA7( 30'MAX -2'ELEV. 102 101 -2 ELEV. ALT. UNDERGROUND DETAIL N.T-, (FOR REFERENCE ONLY) �FNdN �'4 -2 ELEV. 13DICRC 313.3 GENERAL NOTES 1. AUTOMATIC FIRE SPRINKLED SYSTEM HAS BEEN DESIGNED TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D 2016 EDITION AND THE REQUIREMENTS OF THE CITY OF LA QUINTA )-IRE DEPARTMENT. 2. THIS SPRINKLER SYSTEi+A SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRiOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE NOTIFIE❑ A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION_ 3, THE INSTALLER SHALL PERFORM ALL, REQUIRED ACCEPTANCE TESTS. 4. MEMBERS HALL BE INARCOCORDANICE WITH CALIFORNIA STRUCTURAL BUILDING CODE. 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER U.L. LISTED, 6. ALL VALUES 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 AFCON MFG. ARE U.L. LISTED AND ARE JNSTALLED 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 130,2016 EDITION. 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE lS ADDRESSED ON. 10, SMOKE DETECTORS TO BE INSTALLED BY OTHERS. 11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U_L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAXIMUM SPACING (SEE TECH. DATA). 42, PENDENT INTERMEMATE TEMP, QUICK RESPONSE SPRINKLERS ARE LU. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX. SPACING (SEE TECH. DATA), 13. PENDENT SPRINKLERS ARE AT LEAST 3 h. 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 CONTINLJOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 6.2.6.3. 14. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN ACCORDANCE WITH 825.5. 15. SPARE SPRINKLERS SFTALL NOT BE REQUIRED TO BE PROVIDED IN ACCORDANCE MTH 5.1.1.2. 16. NFPA13❑ 8.3.5.1.1 WHERE THE FUEL -FIRED EQUIPMENT 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 1 — 2' ELEV. FINISH GRADE I'A" COPPER L 103 � -2' ELEV. CONTROL BALL VALVE 0' ELEV. 1" METER 4 PSI LASS ' IYLMI.4 rr1��A��C��,rr 1" OPPE K �irI VL 1;+� 30'MAX -2 ELEV, UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) .j -2 ELEV. ri � I AVENUE 51 Lnn w _j o w FA AVE4 UE 52 o w AVENUE 53 © I„ cK Li W AVENUE 5.4 � 1 SITE AVENUE 55 Cn IICINITY MAP OURPOr*T BLVD VICINITY MAC' N.Ta. : GRIFFIN RANCH MASTER PLANS TRACT 32879 ' PLAN 3475 Mich k'J&6t21r0- LLEtt rrin>~rEffiti INC. LICENSE NO.684600 • LA QUINTA, CA. CUSTOM. TRACT, M ULIVFAMILY ANT) CO AHJ: CITY OF LA QUWA lMERCIAL oES1C,fal ENGINEERING AND LEGAL DESCRIPTION INS7ALLAALLATtOraJ i 705 E. HARRISON ST., SMITE 200 OCCI_ FIANCY: R31 U CORONA, CA92810 CONSTRUCTION: -S PH J5-3473 51-2 FAX - 951-27'2-2535 STORIES: 1 BUILDING AREA- 4.120 SOFT. The recipient of these p3arrs hereby arknowledges that a1J FIRE SPRINKLER SYSTEM' mlethods#akls'ofpeot Instaiabon DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL Contained in this yak 4f }clans Is RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS. the sale property of Frye Sprinkler Systems. Inc- 811d SCOPE OF WORK: any use of t47s;iaY.zY' !Rrs is prohrbiied and is a violaan is FIRE SPRINKLER DESIGNED AND Iix1STALLED PER 2016 of copyright laws without f;r'AL NFPA 130 ALL RESIDENTIAL WITH A .fly OENSITY W17141N reteivmg perrn*sion from Fire AREAS RESIDENTIAL WITH A -06 DENSITY WITHIN AREAS, S rinkler 5 sterns, SCOPE OF WORK TO START AT BASE OF RISER (NOME 104) BUILDING SUMMARY 0 Ui CONCEALED RES- PENDENT SPRINKLER CONCEALED RES_ PENDENT SPRINKLER Ui RESIDENTIAL PENDENT SPRINKLER } CHANGE IN ELEVATION RISER LOCATION (PER DETAIL) X NODE PONT FOR CALCULATION HANGER TIC DETAIL f _ LU I— SYMBOLLEGEND O LJJ z Ui V APPROVAL THE RIVE R0:6L Cdtl RTY r 114% 4CgieTM EN7 H r4i RiaVFELVI;o ANP APFROV[b tinE rbi-AN A55C.�7 Tf r WITH T H 9 FERM rr16h6G AUM0MV WStab BELOW. APPPOVEC PLAN 10 YALF0 74i4 019` YChrr Akp IS SUlij VC-F TO C;Oa PANG€ WIT" A Pr LrCA. LE C44L9 Fr RDrA TI F4fc OF APi NQV AFL ilNb Rkl71JY11l6'ISL.61N6PECT1a7745 , rw r� DA .14-12 -JB RM;TICA E A-- z.:c { CL LLA LU APPROVAL S TA CPVC TO SYSTEM — SPARE SPRINKLERS SHALL 140T BE REQUIRED TO BE PROVIDED PER 5.1.12 GAUGE '/2"MAIN DRAIN VALVE DRAI TO EXTERIOR RUBBER FACED CHECK VALVE 3 P51 OSS 1 I V ELEV- FROM F€NISF GRADE 1" CPVC RISE 14-V2" 30,l ACCE DOOR $TAT1C 528 -10% = MZ2 PU RESIDUAL 74.82-10%=OT34 PSI �{" ELE1l. FLOW 2,304 GPM IWA TER FLOW INFORWTiGW RISER DB TA IL N.T S. JOB NO; 31586 DATE. 8115/17 DRAWN BY: M.N- I i ON C 4 -P. CLASSIFICATION 0 L6 C-16 LICENSE NO, � 684600 Lo Z dpmft. 2' ELEV, 1 SHEET 10 � GENERk NOTES SHEET FP1 OF 73 1-HR, AND 2+R. GYPSUM WALL ASSEMBLY 1 OR 2 HOUR FIRF RATED THROUGH PENETRATION FIRES70P FOR SINGLE PLASTIC PIPE THROUGH GYPSUi.IWALLS USING 8LAIEMASTER CAULK & WALK F RATING =1-HR. AND 2-HR. T RAT1146.1-HR. AND 2-HR. DRAWING NOT 70 SCALE 1, PRE -RATED GYPSUM WAi.L60ARDIS7UD WALL ASSEMBLY Al THE F RATING;; 1 HOUR IF THERE IS ONE LAYER OF GYPSUM WALLBO4RC. 6 THE F RATING = 2 HOU R IF THERE ARE TWO LAYERS OF GYPSUM WALLBOARD. 2, LAS 2C PIPE {OR OM.SMii 2- RAM O PIPE. MALLER) SCH. Q PVC PIPE EANNULAR SPACE RANG£ S N.L BE ,MIN. lW TC) MAX I-M'. NOTE? FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPINGS SYSTEMS, 1. 8LUFMASTER CAULK & WALK- MJN.112" THICKNESS OF SEALANT APPLIED WITHIN OPEI IKI3, ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT A MIN. VT GROWN J5 FORMED ARDUND THE PENETRATING rLEM. WTE: THE F & T RATINGS CIF THE SYSTEM IS EQUAL TO THE FIRE RATING Of THE WALL ,4SSEI iBLY. L [JWL SYSTEM MD. W12151 HYDIMULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 8115/17 Location CALC AREA 1 m uber of Sprinklers _ 2 Basis of Nsign 1. DENSITY5 gprnrrsq,ft= 2, DESIGNED AREA OF DISCHARGE 512 sq t. System Demand 1, WATER FLOW RATE _ 31.3 ROM 2, RESIDUAL PRESSURE AT THE BASF OF TFE RISER 40,4 psi Installed By Fire Sprinkler Systems, Inc. I8 • BEDROOM 2 12'-0' CLG. 16ISQFF TEEN ROOK 124' CLG, IT fly i 1 BEDROOM 9 .12'4)" CLG. i t' T ) F 1,5.) r�l DINING RO'Dhr+'` 12'-0" CLG. i� s COD PLC, 9-(r CLG. I 1 2O SPACING i K{TCFkEN 11'-0" CLG. CLG, -- .� --- ING s Itst: I ER 1ALT. U.G. 1" ALT. L},G. "ATION 5'-6" G10 � 2 CAR GARAGE I I -i9 �- 1'-10" Ir 16 - " V-10' CALC AREA 1 I $ 1� I 111•0" CLG, MASTEi� B�DRODM 1Z-W CLG. E41 2' $" 19 i ti. I c; 1 AI� SUITE ._ �. I �I CALC AREA 2 -41 — 2 Yx2V SPACING I � 3' C ■ CLG. -'---- T ,_.� —�-- -- --- 1 I ' 4 co 015' 9' '-11 LAUNDRY --- r ....x L , r cc sn r I �I {_� f :21 SQFT. I - HEA�ZONE - - - - - i G. f ' 20) 20' sP ING GREAT ROOM El 12'4Y CLG. 1■ lE0 0 -T in -- — - ` ESTFATHR60bl { 4,4" I 11�F i40 SQFT ' i'I r� I LA1iIdDRY OU CAR GA � `---`- - -J 1p'-0" QLO,dL GARAGE,.,_.. FYur D I I 8' 1 r,.n" r.l r; 6' " 3 2'- 5' ' 5' 23 O-M PLAN 3475 FIRE SPRINKLER PLAN SCALE:1/4" = V-0" COURTYARD 1Zq CLO. I I f M HEATZONE G � � I D -- -`� — GUEST SUITE GUEST ROOM 11 1u-0' CLG. 10'-0" CLG. II 21YI20' PAG#IVG 54" I 1 ER a] ED SIZE - SYSTEM PIPE: 3N4" lhru 3' b1ATERLAL-JARGON STE-E FINISH -tall. Galwanrzed. LISTM(APPROVAL - * 2103-EX 4231, EX 2551 F LJ NCTION - Support horizontal Piping CPVC. Copper or Steed S>ze 314" - 2" Prevents upward mGvi�Merlt of pipe frDm pendent ppnnRler discharge. S+abilize ueRlcal prPpIing. INSTAd_L ATION -Par these i nelnuctlmn> Imduding NFPA 13. 13R, 13D and CPVC n'IsnyfacWraia In StruCWn6 Irmt2lp on l orizontar ef vertical rrhounlinq su"ce FASTENER 5 - UL Li Aad per NFPA 13 in WOOD: '1T- 9' CPVC PIPP - 005 sdew- ho "-id ll. 3r4- a" Steel and GoPper pipe- SMS $14x11112 q bolor ne pre dnll In STEEL: rrmn f8 GA. 914' - 3" GPVG, Copoerand Sleet pipe • 114" or 014 Tek Screw FEATURES 01fiel edge elanrn atoa abraslen. ' RetainerdrmCplea secure hartgt r 14 pipe duo InelaAalwA. - R'e"q rlYtl AS ON b9os ECraw irrdudad - 5f 16 he>€ tread. ORE7ERING - Part # and Pipe see. CAN ALSO aE %ISED TO REPLACE - *5Q-0 Pipe Swap #S20 Tin Strap Hans 5111 1 FAST. 517E ❑ IM Nominal PIPa S1W (h) f4' 1' IV 1%' 2' TA' a' TA' 4' 5' 5' 6" � dwa11 Ieaded '�' IT-fr 17-0" 164r SS-0" 19-V 15'-0 15'-0' 15'4r 15'-0' 15'.a Thraaded INhcoa➢ steal NA tZ-ir 17-W 12-7 12'-4" IZ-V 12'-0' NIA NIA NJA NL'A NVA p+pe Coppsrvme 9'0' 9'-0' 1v-T iU'-0' lz4r 1Z4y 121-0' 151-0' 151-0' 151-0' 15-0' 15-0' CPVC 3'-e' 6'-0' 6 5` T-r 9'4" 9-a" 14'-0' WA WA HIA WA WA PdvbutomeilM NfA Y-9' 4-7' S' 5'-11' h9A MA WA WA NJA NYA WA PalydurAtIm iCTSI 2'-11" T-4' 3-11" XILF St-V NIA ITA WA WA 91A WA WA Ductile iron pipe NfA WA NfA WA NfA 15'41' WA WA 15'-0" NIA 1V-V 15-V AFCON 510 HANGER STEEL - COPPER - C.P.V.Q NOT TO SCALE x r� { SIZE - SYSTEM PIPE: M4.1hru 3" MATERLAL - Carbon Steel + FINISH • M4. Gavaniz d- LISnNGJAPPROVAL - sngeuReevalner 213 -EY. 4231. EX 26 51 PATENT- No. 6.648,278. FUNCTION - Sup pi ing. CPVC. CepperoirSh4 Provim listed verbcaVhor,¢ontal nasua;ntana p"mnts r upward mwemertt of prp6 Rom pendent spRnk[er d'is srge Ste6r,ire vertical PIPP9. I - INSTALLATION - Per th8nt irmtrucbontr R_ ir; InclWing NFPA 13, 13R, I= and CPVC marnufacture�s ratrudwns. Install an horizontal of vertical mounling aorfac.e. Snap wet Olga 1.'aen sq ueexe strap back lallvNi po w s11ds (ready. W}len #905 i3 re ds srs expnsF 1n wwd. in%�II �t4% bQ01 n9 mit. FASTFNERS-UL Liafed per NFPA 13 MOD - CPVC pipe - #0, surer w nu pr"ril. Capper and Steelp�pe - #14 Sru1S w ifa> "xi 1 f2-lag straw - rin pre -drill. Thru Sio" ymm O100M - 1WK 2' lapQ screw. STEEL -ruin. 16 GA, -CPVC, C peiand Sael1 pipe • 1f4" ar lI14 TOScrew. C6NCRETE Requkedl minlrnam IDAd each fa:yMmer = 5(wt)+2304Las. 2 FEATURES ' 1 1f2" Gffset - loose fit elI pipe rd slide- ' Common cCntcraine for 3f�" and ' OFfsel Ld d elimirows aara6 m. ARC01d acFew Imludeo - W10" hex head ORDERING - Pe d 14 ande site. AFCCNd #911 bacRing n ul sold serparatelp. Nomirtd P*e Sue on.) Vl 1' 1 V.' 1 fr' 2' 2W '.r 314, 4" 5' 6" S" Stsel PR1e except IYreedeo I"all NIA 12'-0' 12'-4" 1SA' 16'-4' 15'4" 19-7 15'fS' 13 -0-7 15'' 15'-0' 15'-0' Threaded llghtwa6 sleet N'A 1�'-0' 12'j" 12'-0' 12'-0' 12'-R" 12'-0' NA N+A NIA NIA NIA ace Cappartube e'U" S'•8" 10'fi IV-0p I?4r IZLW 17-(r 1514r iS4 154-c` 154` 15'-0` CPVC 5' ' 15W V-6' 7'-0" 8'-0' Vt' 16-0' MA NrA WA NIA WA Polytut&r*(tPS) NIA T-T 4'-T' 5-0' S'-11- NfA WA NfA VA NJA WA NIA Polybutylwv(CTS) 2'-11" 3'-- 3'-11" d'-f T-F N!A WA NfA WA NIA NIA WA DLmtkiron pupa - NfA WA NfA MA WA IT-G' WA MA 1F'D' NIA 16-0' 1T AFCON 514 HANGER (STEEL - COPPER - C. Pr V. Cj W01 TO SCALE FIRE -TVIMfl'$`MO-f 9t XV419FAS INN. i LICENSE NO, 6846M a CUSTOM, TRACT, MULTI -FAMILY ANDOOMMEIRCIAL • DESIGN, ENGINEERING AND INSTALLATION 706 E. H*RISON ST., SUITE top CORONA, CA 92879 PH - 80MI 52�3473 FAX - 951-272.2535 0 The recipient of Itlese plans hereby acknowledges that all plaP5, detaA5, specificatians or methods of installation captained In this set of plats Is the sole prope%, of P<re Spnnkler Systems, Inc a'tid that any use of f;,s set of pb, s is prohibited and is a violation of copyright laws without first receiving peimission from Fire 1-- -�p ' A ■ W to rfi {a {O O I— � CL cryin M Y of GL � r � O U.r LLEo `tQ #p � w ra Ili a t uiME L LCL = rLu CCU CL 0 0 =;I m LU W Lri FLOOR AREA - 3,475 SQFT. TOTAL LIVING AREA - 3,475 SQFT. GARAGE AREA- 645 SQFT. - W DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2016 ED. MOTES; 1 ALL HEAD SPACING TO BE 16'x16', UNLESS OTHERWISE NOTED JOB NO; 31586 2. ALL PIPES TO BE "/4" CPVC, UNLESS OTHERW#SEE NOTED. DATE: 3/15117 3 PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA DRAWN BY' M.N. 13-9.3-4- 4_ HANGERS SHOWN FOR REFIFRENIGE PURPOSES ONLY, HANDED SPACING TQ BE PER TABLES ON THIS SHEET, 5. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF ��0� I ON CO 56sgft. AND LESS, (SECTION 8,5,2,) ��`o V 5. SPRINKLERS SHALL NOT BE REQUIRED IN GLCTHE:S LASSIFICATION �C' CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL � �-�� o OF THE FOLLOWING IREQUIHEMENTS: U. (1) THE AREA OF THE SPACE DOES JOT EXCEED 2�4sgft_ LICENSE NO- '1r (2) THE WALLS AND CEILINGS ARE SURFACED WITH � 684600 NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS A5 DEFINEJO IN NFPA 220, OF CA0F4 9_ 8.2.5.1.2 THE DISTANCE SHALL BE VIEASURED FROM THE CENTER OF THE SPRINKLER TG THE CENTER OF THE C$ S TR U GTI O N. SIZE - 24" X 36' rE I 10. 8.2.5.S SHADOWARE:AS SHALL BE PERMITTED IN THE PROTECTION AREA OF A SF"IR ITVKLER AS LONG A5 THE CUMULATIVE DRY ARFA DO NOT EXCFFO 15sgit (1 4 sgrn) PER SPRINKLER. SCALE 1t4"=1' IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHLLT ID FIRE SPRINKLER PLAN SH EET FP2 OF FP3 Table 13 s 0na Polotot Restraint R MN(. MAX. �nG-i�G4Ar Ver�C9+ r� �Rs•su•aint RUStAAANTif ri OWE -Pars T VDIA&PoINT DISIn 0 Nominal "R" R. Pipq Sixe! Less.than Grea[er than /4NSt IriAhoa fal0 psi 146 pet rain {8,9 bari {b,5 ear[ 314 p', 3" G• Tabia S • Two Poirku of Restrainr faamineLPiPa. "S" '3" Sias Laastihan {iraetarthan ANSI. Inches 1[!O r73I AOO psi era 116.9 szsri f019 bard osuEa {1•Z2 m1 0,91 rn1 ONE 1,22 mil T}N32 {i•R2mj 0.62mY Z-112 -S 7'-0" 7'-Q' �P144 - orJ80 IFS rn! [2113 m] S 7,roFarnf Arvri7tSlAM1iCE� Udrtrcaf Biafra rrt RESTFIgItJT TVdo P{51NF +r>wur ard' parard,le■ffiIre#I#n 9seerHratiars Garrpe IrnLa:3illon 6peciilcations shad only rnptY !w IN ,n5h'1W:•r Df Ut listed 91eseMaster� £P4G p�pe enC fr>�nps in 4rnges raqulgng sp' -- " ;::'aeon per AFFh 18D aw NFPw 19R chase 5acd2rUs are Defined In NfP0. u: ; '.one ark Two Fanbgr rlwelrnps and A1edk HDmea: and �n'Rcsidenila[ricc,.. ... •, Favr5lodas fnHeloW. Asrefertrmdln NFPk780fiaCiian 9.64,'aipnnlax•;, :. .cin Qaraued. apsnatud+edkorchae,srponrarsimi4resmpums,- Trip i=&! IrP91aaMa;mr spfmrder pipe end fi[Grrgs Im uea in p,7ruda5 raquaiiap spriniler prulochon ps ppR4 13A ii ahl9 epfk+b161oi1a UL Liatino oifhia pradryi. +Paqulremene roe pyrH'upc, e, tlSsduml CerrreA 8yeaems, $yerem deslgr--, rru# Iextlon, ,'raeae Pra[ecGao, and Penauafiog FUr RNalad 1i'aRs and Parllhana and c,rared la this Irtare8aiidn and ieehoiral hdndbdei Poses^_ read l4:tse eaeualrs M hq mrrcal raaefuPY prwr m deslQrmFvr lramudp T)'P tifauallaq[4r plpa snG 9Stlnq¢mr gerzfge nesamuons, fir■ arnfaiULla ■f TF? LLiarl�rer RIRe a� f Imapra ro Reradn ie"binJf yrritrlaeer ks m* IL Lirlyd and Ia no[ EVIL IJrird. , Ir41#r#11m RequlrernenCF - PrdtEC>nnrc TFp Blippklsstes CPVC Trip! #r,d tilTep3 shah 6e ih5rikdl c6rrrak0 L;hiltl WO149[mA C08sea[.Inq gr4Lminimym or 9galptr yl Vi QnCd 9Yar1tle` wemoard or 5h' Ultl[41y7,nud • SPnnMar RAylifHAlrn15: fr1 Linked. quick rssponaa. aFandarb nuPeras7a. pon9#nl e! Sidxxell 8p/Ind1Ct6 wIILi 8 225'F ([ 071T.l minimum ttrnpuolure rsnPol stet[ ae uliliieSl. pr sprieklers Nrrp he ir-orEetl pa 1hr inanulaclirrers pudkFAed inslAsilDrc inslrucilorra. Irr¢Yahallot 5dcesPo: lice ustlng 3ar Glrage IRC7e]Eions sruC panyin ra rwose uccupencei tledned by flFpll 12R. 1n xceetlance wrh 1144 111- LIs11ng. TIT 81nxHderhr cr4G Dlpr in6liryirgC may bt used es system asar¢ In adcarWnce dxYli MP2A 1$,186snd rt3R1rdr8A kubjhd W I1-vn14ros+[m8 eddNf earl IlmriQhons' 1 When Inrtr7#d prpiaded {msiDoalDdj In accordance n,kh HPph 130 end 13R, I¢s mn:nvm ptolrMn shar consis[ oitirhar one Faracol lFi 0S rnml t51dk gypsum x+hgaraardor rra'(T2-7 mrm) Ci[k Pyx'ood k Wneh melall#d+41S71e4S µ[CrN[:Ilpt ragldsaalm r4Certlarkmwl411 ry3vati 13,1d0 lend 1911, No rD7awina Ilmlbtans shall apply. - Tha rcsSr shag bO ieaFanad bradr+a$moofh, fist, Nrieo-n[af arAng rvnulnr� lea. A ilFloa rLsiQpnusl IFbstlpd WrMrklar is to no irµ1e71ed wltn irL degeetar et 1nE dlsrsnr; irpm Inc sotlrb] tpecihsd in she ap^m+rrrisllny OF Till riser Shall hein6l#IIaJ hrton .♦todxumal unllnrehed haarnxnLeellln,i Jun eeeamrnde u'IIh 7lf Pk 141 yonslrysStd nElkarp nS9nir4 2'+1k' or aorninal T >f 12'agmsed acted wood {olpls on id';pnlen a. t,lcu#Q ravd#nCvi➢#ndPrr[ epnnkler is m he Ira[iiled wNli i-0s tletieciar amaximuin nr 1 r7f yslvy tl5e ealoDm of Ike slid woad ielst In aMkipelim d iLtrdre u41allarnn at r rinl#Is:d tolling. ri15en inrCdlkgp 7FP dI7.TbNaL1('rUyr; plpD and bloropr sn crqurrdlon mLh 2' n 12' e,3b w0aS i4�4 Ace n5�rirramsyslem vn+lun4 Preaaure under Anwiep [urtirans uOrroreviceaFlgO5�pJrhd lhcrosdmurnu3'simmwork,ngoressureunderslrlid (nSer+lnsNr#pk g4npjggaP Fi9a,T rrQl i',epamj 175 pa. - The Lined nrdatlul pandont eprrVrler it la hee 15610' {GMI IGirirrYrel rrlm Wralur0 ratlnq and IS 9a G Innla00 rl 9 rrta�mum narit¢ntil diM1#npp ql 12 irrpk5 from mecmhrline of the riser. The sys0em6 no ue !Lesrgned Wged upga llie Lisf ad flown far 4lo spnnHar selocke3 asoept 1h21 the rrrr. rc a udrpe spinlder w I1147" 3prF4TGri shed iw11>e �,ess then 11 SiG7n perzpnnkkt Fig. 29 -Double offset Hanger & Restrainer for PV Plastic Pipe IC Ulm Size Range — A,t+alkal'�ie in 3!4" and 1" pipe sues Material —Pea-GaYvak7izetl Sta3pi Furl -- IrrterarJecE to pelTolYtti 28 Id hanger and restrainer for CPVC, pl=ric fire spritiluer pipe. Provides double offset 1 1h" x 1 inn from mourrting surface. This design will ease installation by $I3TTLYrlating the Head for woad hgac7c extension and allow retrtrflt 3tt3Ci`ICnOnt [7f hanker to sprinkiar pipe_ Features — • Thumb ia6 provides pdgtt~oEirPi1 to restrain pipa in rough gala site C6rrC'flti4Tls- Tab i5 not r'equred to be bent fflr listed mstailatlan_ • Offset CdV F3111711TI,3L4'5dt}CE514ji1. ■ AttioGhfls easily to woad structure with two SpeGlBl #iC X i hex Head self -[[receding screws furnished wItIT product ■ Can he used as a single offset hanger by aAgning "dlrrtpkgs' with top a# motxarif7g surfsoe and uti3izit3g two iasterters In two of the f#rree haWs provided. Apporovals — On¢esvdriteds' Laboratories E,isted in the USA (UL) and Canada {cliL) as a haf-lgeF and rasiralr>Ier to support sprf€ii[ira'" syGta:ns. fir}tet5 and exceeds daqu�raments OI NPf'R 0, 13P and 1317- 1910sh .- pre-Galvin:zed artier By —Figure rrumtaer and pipe sine. PATIENTPENDING eL ! 4 .I ti. rl '.- Singge at:set a S7x?�I Hex rsa�r-rdope� Pv a9tv, vYd"FLP,f ImnIldLrAal of d wr,—irrt M 1ha Nnr hi it rrt nrA SCALE: 114" = 1'4" t7LE. 1J4rr — lr-rin Nmr iFYP_p C•.!'z�xY•a.C�if rb • LICENSE h7D. 6$4600 CUSTOM, TRACT, MULTI -FAMILY Pr)4D COMMERCIAL i QESIGN, ENGINEERING AND INSTALLATION • 705 E HARR150N ST., SUITS 2C4 COROnIk CA 92975 PH - 800-915-3473 FAX - 951-272Z35 • Ths recipient Of khess pkans hereby acknowledges that all pains, details, speraFlcatYorlB or mlYlfopds of ins#allaYim contained ir1 this set of plans is the sole prnperry of Flre Sprinkler Systems, Ynr and that any use of this set of plans is prohibited and i5 a viala6or* of copyright laws without first rTaCeiw[ng permlrsiaan frarn Fire Z O U W (1) fire JOB NO- 31586 kl7 DATA: 8115f17 0 OF O l ON C� � CLASSiF1�AT4�N �C"t � LICENSE N , � SIDE - 24' X 36" SCALE 'l l4` =1 I F SHEET IS LESS THAN 24" }{ 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHE£T ID sEcrloNs SHEET FP3 OF FP3 i. r �,�RT�R. Domestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 � Dome#i�c Water SystemrFfouv�Anyya[ysts;(Hydraillc Model) � �; � �.�:',a'f �' � - � '�' ` i' - F Requested By: FJR 'SPRINKLER 5Y5TEM5;_INC; Date: 7/18/17 Address: 705 E. HARRISON STREET APN: CORONA, CA 92879 Req. Fire Flow: 10009pm at 20psi fort hours. Contact Name: JAMIE BISHIP Project Name: GRIFFIN RANCH Phone: 8007915-3473 Email: jamieb@fireinc.net Cell: Domestic Water System HYDRANT AT THE NE CORNER OF MERV GRIFFIN WAY AND DAMASCUS DRIVE, La Quinta, GEO Fiaw Analysis Location: 6-7-15-2, PZ 17-8160 _j*I,Information Flow Analysis Description • • Requested • Test 1 Test 2 Test 3 Test 4 Flow Domestic -16 system flow 82.8 None available 74.82 1 without exceeding Elevation (Ft): Steady State, Dynamic (psi): ,Residual Pressure (psi):- Fire Flow Tested (gpm): 2,300 N/A CVWD's N/A criteria. Combined Total: Tested Model Junction: J1828 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726 Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (145') Model: MervGriffin&Damascus-CVWD DomesticWater 012616 66mments 7he'domestic water`system is capable;of:providing2,300:gpm for 2,h . rs that satisfies CV1lVD's`min in, pressure, ,:velocity, and/or head loss criteria TFiis'flow ac# ieved by using;multiple fire hydrants., Thisr ` siitiuiated systerh flow;analysis ffiiy notlinclude all;facllities that`may.tie'requireci forthev is delopment/project: PEease check . with,I]evelopment Services,for;further information,an�ali required.facilk1e`s The #heoretical flow to, drop the,i•esidual,pressure to 20, psi Is greater tlian;5,000�gpm Please,no#e',the"ti�eareticai flaw exceeds CVW[1's 'desl&cfiteiia.on.the'doi.nesticWater'network. RINI room iWINWINP HIM - These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered In this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397. Co I t dB 44t�� mp e e y. /+ tt Date:941, ._ C1Ty OF 1:+ - w J{:•I•'r •ir�1� NEYEL} Page 1 of i ENG DS-016 A EI} (8/31/15) AN i Als_k _------------------------------------------------------------ — ------ ' i I r I � I `--_------------------------ ' I f �y N I I fu c.,a-area. r. r C 1aa 200 doa Loa daa ------------------------------------------------J l01'/Jf LOI'AW lDl'AY 286 3B] RBB weu Nre 1 20 76 77 78 79 BO al 1R5 GXYIIIO CIId! 11 IWXXLFI W.Y a— — 2M 391 390 209 d9 3 97 96 82 0 80 292 2 19 R2 € 15 i . Sal » 399 47 CONSTRUCTION PHASING LEGEND: 96 95 93 92 85 6 293 of 298 JO 50 MODEL Om1 PARKNGO IITOTAL(LOTS M-231ES - 4 TOTAL (LOTS )AND 310.313)CX6MCOUp 86 182 294 �I 301 ltTSf PHASE I-8TOTAL (LOTS IIV. 120, 129, IN. 20 AND 127.229) 22 91 ?01 297 8 5t 46 3 S9Sa PHASE 2- 5 TOTAL (LOTS I". 171. 184,=0 AND 231, 18 73 IDS 9d B] Sg •I 295 JO ®PHASE 3-6 T07AL(LOTS 187.192) 90 2 200 296 — PHASEd- 47OTAL(LOTS 121. 121127 AND 128) 101 Uf 89 88 67 d5 PHASE 5- 6 IOTAL(LOTS I V. I 18 AND 123.126) 1a f4ry py JOJ G'i PHASE 6-STOTAL(LOTS IN, 117,175,176ANC 10) 1] q2 102 4plM 179 2� MO pA! M 27R a v PHASE 110, 115ANO 179-IBl)1831 35 112 Ill 1� 106 105 I116 1/Jp! y- 1 357 R58 276 1]s 276 359 d3 5 36 71 ,6.X' 09 _I08.. 260 113 f 256 MOx, ! 273 Sd IS t1( 1U 1�1116777T715 1 6 '6 261 i 6i u 3) 70 a♦11Rx 1I] Ila I 255 36B oQ 272 L d Q 2i' �.fl:lt J . I 16x 254 0l 267 Q 271 SS 'y2 41 14 R6 lib o fvc0 n 6I it 263 si Q 7 8 56 253 C 266 F 21 5 60 9 10 11 12 13 39 136 I 260 135 104 133 1>2 131 365 UP39 38 68 I 352 iW xlgp nlCl! 3) 36 JS 3a 33 3R 31 � 6!*xmlO I 351 — i 67 138 �X U9 Ia0 141 la3 la3 1M 26D SS�� 57 4 V GIE IX Y r Q _ 101-AM Cp UXm /p/ 68 59 Id0 A dT.l . 61 60 64 65 ,r 155 aeoupox/ .K.KAMXCFM!! ° 23] �' �� 17v, x lmx0px Y GauxxWAY WT'AW R15 ) 156 \0 15d 16S 153 Lrn•Av X.Ea ry 136 214 213 'N't� R03 +j 191 1 180. - 19B R01 LOT•AG• 335 216 VOIMCATCOV 319 ° 'LDS1 1D3 a 200 97 189 -•IB7, & 163 , I 'gi ( anOmpx \ Rli 218 O Il _. c T99�� 19Jj� }, s�17 158 4 160 S 150 I 1d5 Inw 1 5R Rd9 »I lOi•At• 231 2 2J0 yR�xqti 220 g'xID^l 1..0H6 •` I�BBA 182 1 �176F 159 162 I65 Q 119 I I 144 209 5114f� 198 19a lOT 6 I 9E 160 161 166 4 10 n9) ` in. : 116 Ide 141 247 246 \ 20 2a4 R� 1d3 2400g, R78 R]2 236 Tray - ,r 195 1% 195I 171 tz4i,,..' in ...la Lmc,�WAY 139 R24 328 22a 208 207 206 197 196 �7 If0 169 16B 167 PROJECT alANAOEfl --OAM IVICE PRESIDFNT SALM I VICE P SIDENT CONSTRUCTION M I DIVISION PRESIDENT DATE DATE: 8/29/2017 S:\2017\31586\CALC\3475:xdf 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 3475 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 1 Date: 8/29/2017 File No: 31586 Data File Name: 3475.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 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. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 18 18.0 74.5 34.3 2 13.0 7.6 18 31.3 74.5 61.4 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT, DATE: 8/29/2017 S:\2017\31586\CALC\3475.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 34.3 ---- 31.2 9.15 61.4 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 31.1 ---- 0.25 0.00 52.2 2 101 1.00 -4.0 -2.0 ---- ----- 18.0 0.09 31.1 ---- 31.3 0.25 52.2 150 102 0.995 0.0 ---- --2.0 ---- ---- 0.09 0.00 27.0 ---- 0.25 0.00 48.0 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 27.0 ---- 31.3 5.22 48.0 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 25.1 ---- 0.06 0.00 42.7 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 25.1 ---- 31.3 0.55 42.7 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 23.1 5 0.08 1.73 40.4 5 104 2.00 L ---- 2.0 -5 5 13.0 0.21 23.1 5 26.3 0.79 40.4 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.03 0.87 22.1 ---- 0.11 0.87 38.8 6 105 1.00 -3.0 4.0 ----- ---- 13.0 0.03 22.1 ---- 26.3 0.11 38.8 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 19.0 ---- 0.11 0.00 35.7 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.52 19.0 ---- 26.3 1.91 35.7 150 10 1.101 10.0 ---- 11.0 ---- ----- 0.03 3.03 15.5 ---- 0.11 3.03 30.7 8 10 9.00 LR ---- 11.0 ---- ---- 13.0 1.32 15.5 ---- 26.3 4.85 30.7 150 11 0.874 5.0 ---- 11.0 ---- ---- 0.09 0.00 14.2 ---- 0.35 0.00 25.9 9 11 15.00 BR ---- 11.0 ---- ---- 6.1 0.44 14.2 ---- 12.7 1.71 25.9 150 12 0.874 4.0 ---- 11.0 ---- ----- 0.02 0.00 13.7 ---- 0.09 0.00 24.2 10 12 2.00 L ---- 11.0 ---- ---- 6.1 0.14 13.7 ---- 12.7 0.54 24.2 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 12.7 ---- 0.09 0.87 22.8 11 13 106.50 3LB7R ---- 13.0 ---- ---- 6.1 2.99 12.7 ---- 12.7 11.57 22.8 150 14 0.874 22.0 ---- 13.0 ---- ---- 0.02 0.00 9.7 ---- 0.09 0.00 11.2 12 14 22.00 L3R ---- 13.0 ---- ---- 6.1 0.67 9.7 ---- 12.7 2.61 11.2 150 15 0.874 7.0 ---- 13.0 ---- ---- 0.02 0.00 9.0 ---- 0.09 0.00 8.6 13 15 6.00 R ---- 13.0 ---- ---- 0.0 0.00 9.0 ---- 13.3 0.68 8.6 150 16 0.874 1.0 ---- 13.0 4.71 ---- 0.00 0.00 9.0 13.3 0.10 0.00 7.9 14 15 14.50 B2R ---- 13.0 ---- ---- 6.1 0.45 9.0 ---- -0.6 0.01 8.6 150 17 0.874 5.0 ---- 13.0 ---- ---- 0.02 0.00 8.6 ---- •0.00 0.00 6.6 15 17 6.50 EB ---- 13.0 ---- ---- 13.0 0.99 8.6 ---- 13.0 0.99 8.6 150 18 0.874 4.0 ---- 13.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 16 17 17.00 BR ---- 13.0 ---- ---- -6.9 0.61 8.6 ---- -13.6 2.15 8.6 150 19 0.874 4.0 ---- 13.0 ---- ---- -0.03 0.00 9.2 ---- -0.10 0.00 10.7 17 19 3.50 B ---- 13.0 ---- ---- 0.0 0.00 9.2 ---- 0.0 0.00 10.7 DATE: 8/29/2017 S:\2017\31586\CALL\3475.rdf Page 3 150 20 0.874 3.0 ---- 13.0 ---- ---- �0.00 0.00 9.2 ---- 0.00 0.00 10.7 18 19 23.50 3R ---- 13.0 ---- ---- -6.9 0.78 9.2 ---- -13.6 2.71 10.7 150 21 0.874 3.0 ---- 13.0 ---- ---- -0.03 0.00 10.0 ---- -0.10 0.00 13.5 19 21 2.00 L ---- 13.0 ---- ---- -6.9 0.18 10.0 ---- -13.6 0.61 13.5 150 22 0.874 4.0 ---- 11.0 ---- ---- -0.03 0.87 11.0 ---- -0.10 0.87 14.9 20 22 39.50 LB6R ---- 11.0 ---- ---- -6.9 1.54 11.0 ---- -13.6 5.37 14.9 150 23 0.874 13.0 ---- 11.0 ---- ---- -0.03 0.00 12.6 ---- -0.10 0.00 20.3 21 23 37.50 2LB6R ---- 11.0 ---- ---- -6.9 1.59 12.6 --- -13.6 5.56 20.3 150 11 0.874 17.0 ---- 11.0 ---- ---- -0.03 0.00 14.2 ---- -0.10 0.00 25.9 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 Fitting Code Letters: 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 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 14.04 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 DATE: 8/2,9/2017 S:\2017\31586\CALC\3475.rdf Page 4 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 0.11 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.01 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 61.4 psi and a 7 minute flow of 219 gal. and a 10 minute flow of 312.5 gallons. The minimum pressure at any node is 7.6 psi at node 18. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 8/Z9/2017 S:\2017\31586\CALL\3475.rdf Page 5 Grnman erronr v G �+ 75.0 A 1 67.5 I D R60.0 E I 552.5 S 1 u45.0 R I E37.5 1 B (30.0 p I 522.5 I I } 151.0 7.5 0. C4 8 12 16 20 24 28 32 36 40 FLOW (GPM) 74.5 psi, Re�;uuucii = n1.3 psi @ 2300 qpm r flowinq) (2 sprinklers flowing) = Available WatC = Available Water Supply 74.5 psi @ 18.0 c74.5 psi @ 31.3 gpm = Required WateD = Required Water Supply 34.3 psi @ 18.0 c61.4 psi Q 31.3 gpm DATIE: 8/2.9/2017 S:\2017\31586.-\CALL\3475.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 3475 10 TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 8/29/2017 File No: 31586 Data File Name: 3475.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.(20x2O) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Intl. 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 20.1 18.1 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. Node Total Avail. Req'd No. Flow Press. Press. 20 25.0 74.5 57.6 20 25.1 74.5 58.0 DATE: 8/29/2017 S:\2017\31586\CALC\3475.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 57.6 ---- 25.1 6.12 58.0 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 51.6 ---- 0.17 0.00 51.9 2 101 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 51.6 ---- 25.1 0.17 51.9 150 102 0.995 0.0 ---- -2.0 ---- ----- 0.17 0.00 47.4 ---- 0.17 0.00 47.7 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 47.4 ---- 25.1 3.47 47.7 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 44.0 ---- 0.04 0.00 44.2 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 44.0 ---- 25.1 0.37 44.2 150 104 1.265 3.0 ---- 2.0 --5 5 0.05 1.73 41.9 5 0.05 1.73 42.1 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 41.9 5 20.1 0.48 42.1 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 40.5 ---- 0.07 0.87 40.8 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 40.5 ----- 20.1 0.07 40.8 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 37.4 ---- 0.07 0.00 37.7 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 1.16 37.4 ---- 20.1 1.16 37.7 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.07 3.03 33.3 ---- 0.07 3.03 33.5 8 10 9.00 LR ---- 11.0 ---- ---- 20.0 2.93 33.3 ---- 20.1 2.95 33.5 150 11 0.874 5.0 ---- 11.0 ---- ---- 0.21 0.00 30.3 ---- 0.21 0.00 30.5 9 11 15.00 BR ---- 11.0 ---- ---- 8.7 0.86 30.3 ---- 8.8 0.87 30.5 150 12 0.874 4.0 ---- 11.0 ---- ---- 0.05 0.00 29.5 ---- 0.05 0.00 29.7 10 12 2.00 L ---- 11.0 ---- ---- 8.7 0.27 29.5 ---- 8.8 0.27 29.7 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.05 0.87 28.3 ---- 0.05 0.87 28.5 11 13 106.50 3LB7R ---- 13.0 ---- ---- 8.7 5.82 28.3 ---- 8.8 5.86 28.5 150 14 0.874 22.0 ---- 13.0 ---- ---- 0.05 0.00 22.5 ---- 0.05 0.00 22.7 12 14 22.00 L3R ---- 13.0 ------ ---- 8.7 1.31 22.5 --- 8.8 1.32 22.7 150 15 0.874 7.0 ---- 13.0 ---- ---- 0.05 0.00 21.2 ---- 0.05 0.00 21.4 13 15 6.00 R ---- 13.0 ---- ---- 0.0 0.00 21.2 ---- 0.0 0.00 21.4 150 16 0.874 1.0 ---- 13.0 ---- ----- 0.00 0.00 21.2 ---- 0.00 0.00 21.4 14 15 14.50 B2R ---- 13.0 ---- ----- 8.7 0.88 21.2 ---- 8.8 0.89 21.4 150 17 0.874 5.0 ---- 13.0 ---- ---- 0.05 0.00 20.3 ---- 0.05 0.00 20.5 15 17 6.50 EB ---- 13.0 ---- ---- 0.0 0.00 20.3 ---- 0.0 0.00 20.5 150 18 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.00 20.3 ---- 0.00 0.00 20.5 16 17 17.00 BR ---- 13.0 ---- ---- 8.7 0.95 20.3 ---- 8.8 0.96 20.5 150 19 0.874 4.0 ---- 13.0 ---- ---- 0.05 0.00 19.4 ---- 0.05 0.00 19.5 17 19 3.50 B ---- 13.0 ---- ---- 20.0 1.36 19.4 ---- 20.1 1.37 19.5 DAT$:' 8/29/2017 S:\2017\31586\CALL\3475.rdf Page 3 150 20 0.874 3.0 ---- 13.0 4.71 20.0 0.21 0.00 18.0 20.1 0.21 0.00 18.1 18 19 23.50 3R ---- 13.0 ---- ---- -11.3 1.92 19.4 ---- -11.3 1.93 19.5 150 21 0.874 3.0 ---- 13.0 ---- ---- -0.07 0.00 21.3 ---- -0.07 0.00 21.4 19 21 2.00 L ---- 13.0 ---- ---- -11.3 0.43 21.3 ---- -11.3 0.44 21.4 150 22 0.874 4.0 ---- 11.0 ---- ---- -0.07 0.87 22.6 ---- -0.07 0.87 22.7 20 22 39.50 LB6R ---- 11.0 ---- ---- -11.3 3.80 22.6 ---- -11.3 3.83 22.7 150 23 0.874 13.0 ---- 11.0 ---- ---- -0.07 0.00 26.4 - -- -0.07 0.00 26.6 21 23 37.50 2LB6R ---- 11.0 ---- ---- -11.3 3.94 26.4 ---- -11.3 3.97 26.6 150 11 0.874 17.0 ---- 11.0 ---- ---- -0.07 0.00 30.3 - - -0.07 0.00 30,5 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 Fitting Code Letters: 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 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 8 at 10.74 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 2 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 DATE: 8/2.9/2017 S:\2017\31586\CALC\3475.rdf Page 4. PAGE:•L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatV1v X Y Z 1.360 2.00 8.00 6.00 1.00 1.OQ 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 0.01 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 58.0 psi and a 7 minute flow of 176 gal. and a 10 minute flow of 250.8 gallons. The minimum pressure at any node is 18.1 psi at node 20. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 8/29/2017 S:\2017\31586\CALC\3475.rdf Page 5 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E ( 30.0 P 22.5 S z 1s.o 7.5 0.0 WATER SUPPLY CURVE 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 25.0 gpm 74.5 psi @ 25.1 gpm S = Required Water Supply D = Required Water Supply 57.6 psi @ 25.0 gpm 58.0 psi @ 25.1 gpm DATE: 10/31/2018 S:\2017\31586\CALL\34=75 ALT.rdf Page I FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3475 ALT 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA I Date: 10/31/2018 File No: 31586 Data File Name: 3475 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.(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 & I Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Flowing Flow (psi) 1 13.0 7.6 2 13.0 7.6 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. Node Total Avail. Req'd No. Flow Press. Press. 18 18.0 74.5 39.3 18 31.3 74.5 64.5 DATE: 10/31/2018 S:\2017\37586\CALC\3475_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 39.3 ---- 31.2 9.14 64.5 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 36.0 ---- 0.25 0.00 55.3 2 101 1.00 -9.5 -2.0 ---- ---- 18.0 0.38 36.0 ---- 31.3 1.04 55.3 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.38 0.00 26.1 ---- 1.04 0.00 44.8 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 26.1 ---- 31.3 5.22 44.8 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 24.2 ---- 0.06 0.00 39.6 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 24.2 ---- 31.3 0.55 39.6 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 22.3 5 0.08 1.73 37.3 5 104 2.00 L ---- 2.0 -5 5 13.0 0.21 22.3 5 26.3 0.79 37.3 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.03 0.87 21.2 ---- 0.11 0.67 35.6 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.03 21.2 ---- 26.3 0.11 35.6 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 18.2 ---- 0.11 0.00 32.5 7 106 7.00 2L ---- 4.0 ----- ---- 13.0 0.52 18.2 ---- 26.3 1.91 32.5 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.03 3.03 14.6 ---- 0.11 3.03 27.6 8 10 9.00 LR ---- 11.0 ---- ---- 13.0 0.46 14.6 ---- 26.3 1.69 27.6 150 11 1.101 6.0 ---- 11.0 ---- ---- 0.03 0.00 14.2 ---- 0.11 0.00 25.9 9 11 15.00 BR ---- 11.0 ---- ---- 6.1 0.44 14.2 ---- 12.7 1.71 25.9 150 12 0.874 4.0 ----- 11.0 ----- ---- 0.02 0.00 13.7 ---- 0.09 0.00 24.2 10 12 2.00 L ---- 11.0 ---- ---- 6.1 0.14 13.7 ---- 12.7 0.54 24.2 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 12.7 ---- 0.09 0.87 22.8 11 13 106.50 3LB7R ---- 13.0 ---- ---- 6.1 2.99 12.7 ---- 12.7 11.57 22.8 150 14 0.874 22.0 ---- 13.0 ---- ---- 0.02 0.00 9.7 ----- 0.09 0.00 11.2 12 14 22.00 L3R ---- 13.0 ---- ---- 6.1 0.67 9.7 ---- 12.7 2.61 11.2 150 15 0.874 7.0 ---- 13.0 ---- ---- 0.02 0.00 9.1 ---- 0.09 0.00 8.6 13 15 6.00 R ---- 13.0 ---- ---- 0.0 0.00 9.1 ---- 13.3 0.68 8.6 150 16 0.874 1.0 ---- 13.0 4.71 ---- 0.00 0.00 9.1 13.3 0.10 0.00 7.9 14 15 14.50 B2R ---- 13.0 ---- ----- 6.1 0.45 9.1 ---- -0.6 0.01 8.6 150 17 0.874 5.0 ---- 13.0 ---- ---- 0.02 0.00 8.6 ---- 0.00 0.00 8.6 15 17 6.50 EB ---- 13.0 ---- ----- 13.0 0.99 8.6 ---- 13.0 0.99 8.6 150 18 0.874 4.0 ---- 13.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 16 17 17.00 BR ---- 13.0 ---- ----- -6.9 0.61 8.6 ---- -13.6 2.15 8.6 150 19 0.874 4.0 ---- 13.0 ---- ---- -0.03 0.00 9.2 ---- -0.10 0.00 10.8 17 19 3.50 B ---- 13.0 ---- ---- 0.0 0.00 9.2 ---- 0.0 0.00 10.8 DATE: 10/31/2018 S:\2017\31586\CALC\3475-ALT.3:df Page 3 150 20 0.874 3.0 ---- 13.0 ---- ---- 6.00 0.00 9.2 ---- 0.00 0.00 10.8 18 19 23.50 3R ---- 13.0 ---- ---- �6.9 0.78 9.2 ---- -13.6 2.71 10.8 150 21 0.874 3.0 ---- 13.0 ---- ---- --0.03 0.00 10.0 ---- -0.10 0.00 13.5 19 21 2.00 L ---- 13.0 ---- ---- -6.9 0.18 10.0 ---- --13.6 0.61 13.5 150 22 0.874 4.0 ---- 11.0 ---- ---- -0.03 0.87 11.0 ---- -0.10 0.87 15.0 20 22 39.50 LB6R ---- 11.0 ---- ---- -6.9 1.54 11.0 ---- -13.6 5.37 15.0 150 23 0.874 13.0 ---- 11.0 ---- ---- -0.03 0.00 12.6 ---- -0.10 0.00 20.3 21 23 37.50 2LB6R ---- 11.0 ---- ---- --6.9 1.59 12.6 --- -13.6 5.58 20.3 150 11 0.874 17.0 ---- 11.0 ---- ---- -0.03 0.00 14.2 - - -0.10 0.00 25.9 Legend: P - Pipe # DIA - Pipe Diameter E¢V. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, 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 23.00 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 DATq: 10/31/2'018 S:\2017\31586\CALC\3475 ALT.rdf Page,4 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 GatV1v 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 6.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.8.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.G10 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 0.11 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 64.5 psi and a 7 minute flow of 219 gal. and a 10 minute flow of 312.5 gallons. The minimum pressure at any node is 7.6 psi at node 18. 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LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PST)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 25.0 6.06 61.7 ---- 25.0 6.04 61.7 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 55.7 ---- 0.17 0.00 55.7 2 101 1.00 -9.5 -2.0 ---- ---- 25.0 0.69 55.7'---- 25.0 0.69 55.7 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.69 0.00 45.5 ---- 0.69 0.00 45.5 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 45.5 ---- 25.0 3.45 45.5 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 42.0 ---- 0.04 0.00 42.0 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 42.0 ---- 25.0 0.37 42.0 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 39.9 5 0.05 1.73 39.9 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 39.9 5 20.0 0.48 39.9 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.67 38.6 ---- 0.07 0.87 38.6 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 38.6 ---- 20.0 0.07 38.6 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 35.5 ---- 0.07 0.00 35.5 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 1.16 35.5 ---- 20.0 1.16 35.5 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.07 3.03 31.3 ---- 0.07 3.03 31.3 8 10 9.00 LR ---- 11.0 ---- ---= 20.0 1.02 31.3 ---- 20.0 1.02 31.3 150 11 1.101 6.0 ---- 11.0 ---- ---- 0.07 0.00 30.3 ---- 0.07 0.00 30.3 9 11 15.00 BR ---- 11.0 ---- ---- 8.7 0.86 30.31 ---- 8.7 0.86 30.3 150 12 0.874 4.0 ---- 11.0 ---- ---- 0.05 0.00 29.5 ---- 0.05 0.00 29.5 10 12 2.00 L ---- 11.0 ---- ---- 8.7 0.27 29.5 ---- 8.7 0.27 29.5 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.05 0.87 28.3 ---- 0.05 0.87 28.3 11 13 106.50 3LB7R ---- 13.0 ---- ---- 8.7 5.82 28.3 ---- 8.7 5.82 28.3 150 14 0.674 22.0 ---- 13.0 ---- ---- 0.05 0.00 22.5 ---- 0.05 0.00 22.5 12 14 22.00 L3R ---- 13.0 ---- ---- 8.7 1.31 22.5 ---- 8.7 1.31 22.5 150 15 0.874 7.0 ---- 13.0 ---- ---- 0.05 0.00 21.2 ---- 0.05 0.00 21.2 13 15 6.00 R ---- 13.0 ---- ---- 0.0 0.00 21.2 ---- 0.0 0.00 21.2 150 16 0.874 1.0 ---- 13.0 ---- ---- 0.00 0.00 21.2 ---- 0.00 0.00 21.2 14 15 14.50 B2R ---- 13.0 ---- ---- 8.7 0.88 21.2 ---- 8.7 0.88 21.2 150 17 0.874 5.0 ---- 13.0 ---- ---- 0.05 0.00 20.3 ---- 0.05 0.00 20.3 15 17 6.50 EB ---- 13.0 ---- ---- 0.0 0.00 20.3 ---- 0.0 0.00 20.3 150 18 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.00 20.3 ---- 0.00 0.00 20.3 16 17 17.00 BR ---- 13.0 ---- ---- 8.7 0.95 20.3 ---- 8.7 0.95 20.3 150 19 0.874 4.0 ---- 13.0 ---- ---- 0.05 0.00 19.4 ---- 0.05 0.00 19.4 17 19 3.50 B ---- 13.0 ---- ---- 20.0 1.36 19.4 ---- 20.0 1.36 19.4 DATE; 10/31/2018 S:\2017\31S86\CALC\3475-ALT.rdf Page 3 150 20 0.874 3.0 ---- 13.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 18 19 23.50 3R ---- 13.0 ---- ---- --11.3 1.92 19.4 ---- -11.3 1.92 19.4 150 21 0.874 3.0 ---- 13.0 ---- ---- -0.07 0.00 21.3 ---- -0.07 0.00 21.3 19 21 2.00 L ---- 13.0 ---- ---- -11.3 0.43 21.3 --- -11.3 0.43 21.3 150 22 0.874 4.0 ---- 11.0 ---- ---- -0.07 0.87 22.6 - -- -0.07 0,87 22.6 20 22 39.50 LB6R ------ 11.0 ---- ------ -11.3 3.80 22.6 ---- -11.3 3.80 22.6 150 23 0.874 13.0 ----- 11.0 ---- ----- -0.07 0.00 26.4 --- -0.07 0.00 26.4 21 23 37.50 2LB6R ----- 11.0 ---- ---- •-11.3 3.94 26.4 ---- -11.3 3.94 26.4 150 11 0.874 17.0 ---- 11.0 ---- ---- -0.07 0.00 30.3 ---- -0.07 0.00 30.3 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Fitting Code Letters: 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 E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatV1v, X= X, Y= Y, 2 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 DATE: 10/31/2018 S:-\2017\31586\CALL\3475_ALT.rdf Page 4 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 i.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 61.7 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 20. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE:•10/31/2018 S:\2017\31586\CALL\3475_ALT.rdf Page 5- WATER SUPPLY CURVE 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.° S z 15.0 7.5 U.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) (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 61.7 psi 9 25.0 gpm 61.7 psi @ 25.0 gpm 40