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FCMP2018-0006 Griffin Ranch Plan 4 Rev 1a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2018-0006 MoFT�• . Description: GRIFFIN RANCH / MASTER PLAN TYPE 4 / FIRE SPRINKLER / REV 1 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 11/6/2018 Address: 81181 MERV GRIFFIN WY Approved: 11/21/2018 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: REVI ACT INSPECT CONDIT CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES FEES WILL BE UPDATED TO REFLECT 45 MINUTES SPENT ON EACH OF THE PERMITS FOR A GRIFFIN RANCH REVISIONS NOTE ARMANDO MAGALLON 12/12/2018 12/12/2018 INCLUDING FCMP2018-0002-FCMP2018-0010. PERMIT CHANGED TO APPROVED STATUS PER EGO'S REVIEW DATED 11-21-2018 • • =4181 NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 CONTRACTADMIN@FIR SUITE 200 EINC.NET BILL TO FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 CONTRACTADMIN@FIR SUITE 200 EINC.NET Printed: Thursday, January 26, 2023 8:53:57 AM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2018-0006 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 8:53:57 AM 2 of 3 CENTRALSOLIARE ° Project Details PROJECT NUMBER yow City of La Qu i nta FCM P2018-0006 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 3818 (AsBuilt).pdf 3818 (AsBuilt).pdf Printed: Thursday, January 26, 2023 8:53:57 AM 3 of 3 CENTRALSQUARE i 601e11176 Iev. l Nadel RFC30 (SIN RA0611) m Model RFC43 (SIN RA0612) Reliabl Model RFC49 (SIN RA0616) Residential Flat Concealed Sprinklers A Residentlf Flat Concealed Sprinklerenglneeredfor a minimum design density of 0.05 gpnfil? with k3w GPM requlrements. Features : 1. Very low water flaw mquirernants. 0; 2. Ccwer plate attachment Piaui or Paerforatad) y vft 1/2- (lam) Total add stnwnt. . 1•' F '1 3. Thread-On/Thread-Off or Push-OntThread ••5'. ,i it ',' � ' y 7i i Oft cover attachment option. ".`I 4. Smooth aresthelic ceiling profile. 5" AvailabIa in brass, chrome and black plated _ or painted finishes. Plain Cover plate Listings & Approval ,I 1" Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL. fisting Categories Rmidential Automatic Sprinklers UL. Guide Number t' VKKW Praduci Description k4odel RFC20, RFC43 and RFC49 Canoealed Red den- till Sprinklers are fast re5porim miWnid fusible soldel link tiufornatic sprinklera" %alderl'tisl sptilnklers dVel from standard sprinklers primarily in shelf raVonoe time an :d w9er C11Wibution patterns, Perforated Over Plate Ubciel FL . 9FC43an❑ RFC49 8prlrrtcla s d 180 narge water in a herrlispne€Ical pa nern below trig sprinKler do- and posftive�y attached and blonds irno the ceiling. cart-- llecter. ReSidenuRl nistrinution patterns are nigher and cealing the rnost dependaDlellre protection available, an general ly ccnlain a f1rler droplet than standard sprin- atlCOI'r1ano sprinkler sysiam. Ider patterns, '1 ne RFC30, RFC43 and RFC49 are lJL L?sted Res IcL-n- Tte comblrlatior) of spud of ❑perstlon and higih dis- lial Sprinklws to be insialiad in the residemial port one &xrge pansin i•aquired for residential sprinklers has of arty ❑ccupa,^,cy+ In accord ame witK NFPA 13, 13R, $ demanstia'led, m fire testing, an ablDyr for cc1rdItng 13Q, residernlail fire$, and trerety prouidirlg 91gnftant evacu- Tre RFC20, RFC43 and RFC49 can reduce tie need at'ron 11rnefor occupants, for precilse cutrirrg o1 drop nipples. The Ihreaided cover The RFC30, FtFG43 and FkFCA9 Sprimlers provide the plate assembly can be adjusted Wthout >!oals to 11t ac- best form of fire proteczlorl ny comulrling an attractive ap- cLrately argmnst the ceiling" 7'rre fire protection sys'lem peerance anci :V" (18rnm) of cover adjustment for eRW need not be shut dawn to adjust or remove the oovar of nstsliatian. The small dtEt'r oer coves plate rs aasiiy pkda assemdy The Reliable Automatic sprinkler Co., Inc.,103 Fairview ParR Drive, Elmsford. New York 10523 Model Thlmd Nominal Sprinkler CC:P Assembly Max, Ambient K (SIN) Sire Orifice Tamp Rating Temp" Rating Temp. . Factor Pressure inch (mm) Inch (form) pal ( leer) -&F °C F 4� P 4c RFC 30 (RA061 t '1 5} ''ra 50.21 1fi5 ! } 13f. is 1l}:J 98' 3.E ( 21 1 !:, ( 2j RFC43 (I�At0612� w.el51 '.q?10) :135 -4 .. i3L E7 1130 3 A.3,'•r� + 1�5( 21 RFC 49 (HAN 16) ;171 105 14 3:'' ''f I'-i-a if3 4k1".lr6l 1,r5f-2) RFC 30 0rdinafy Temp, Ratting Mim Coverage .Max. alSPSCIn,g (I65-F174-C) area F (m) Ft x Ft { m x rnj Flow Pressure a GpM (J1r1Mn) PSI (bar) F_# x 12 (3,C- A S.6) 12 (2& (�4, t) 9.0 14x r4M3xILe-4'31 10(57.8) I-'i•, .7,9 oil g wv{ --;i r(;i c-r rp iV-PA 13, !,'{R cr 11) RFC 43 Top of DetI ootor to Gelling Inch (Inm) Syr Dam C,ti r.ITa Y + 103 to 25 ?: F-d3:nod +, oikl gp prar 14FFA 'X). 3R ., nstz ad in beuals }4i Er,11 : ta 211.41 hlstatiatlert Minlmrlm 3p8cing Type Ft jm) ordinary TeMp. Ra rig Max. Coverage Max. SpacJng (1 j `F£74°C Top of Deflector Minimum Instal lotion area ( ) to Ceiling : Spacing Typo Flaw Pressure Ft x Ft (rn x rn) InCh (MM) Ff (m) GPM (E. MIIM)PSI C bi% j 17x120.sx3_r:, 12(e'Er '2(4.9 7i3TIS41 5Y!oGtn C+:aVw rile 103Tc }F.4) I I 14 x 44 (4.3 x 4,3) 1 c +4,3) 13 L49) 9 1 0'553i 16 k 1 ij {4,9 x 4.S'} 1 [3 (,2 1 I N (4g) ci_i {e ,rid} Beamed Geikgs per NFPA :3r , 13P or in tx:w,riis%to t 0u Io 25 4) t3 �nstl:�lled cw1150 8 (2,4i ..-. 18x18(5.5x5.5; 16..7%51 1F}tE8) f' 471�r $7511,21) 23-8,11,&i) 203s 2ljt6.l x6-11 u16,1) 'farCadingtyr)wrein io-iNIA ,3, laRcr 1�U RFC 49 Ordinary Ternp. Rating Tap of Deflector MI nim Max. Coverage "FR 'G} max. Spacing �i6 — lnatallallcttl area _ to Ceiling Spi2ci Pressure Ft x Ft i;rrt x rrt) ) Flowkr li�ch (rrlm} Type Ft (rr GPMLlfnJri psi be 12x 12 404 x 3'er 1L'u+,C) 13'(49) 7 6: Lti .4ki 5moorn 14 s 14 (4,$ ;i 4,'w 1-14' 3) 13 ti401 / 4! L0. 46; 1fi x 16;0 x kit+ 1G+' i3O? 13(49j ? 0 xO.48; r.€ n7ed cIaiiit js par rvrP,4 r,s :. 1.'1; ..I {Panne -filar, is t2,t i&xlr'5. x5.5, 18(5.5) i'ju',$ 12QT'B,''; 20x2I];=.' x8.1} 2tt.6,11 2.){rS,l3i 15!:i,1A} -or CE;1-11r� lyt}5e �1 i VfI'A i, 1'IS cr 5M 6 BJi9tin 135 4xIr. L Motel F1 R 1i ble" Residential Spllinldlrs far De*n ,*4 of M pffvw Model F1 Rw Sprarliderls wVi named for the bvWiIrms to meet the mink'r'lL m design duty of A5 gpnft2 Types: F t F % 30 Pa -!dent 2, F1 Ties ;50 Fussed PerlcerrF2 a, F1 Pis X F1 1sed F%nceni-P Tfi 4. FI Fibs 49 F'0"60% S. 171 FVS i9 RaDassed %nouTr-1 0 5. F1 Fes 49 Re.� sed Fenced r-P 7. F1 Fies 58 Pendent Ft Airs : 49. aE' 76 F1 F 34, 4g, 58 81 T5 Lr F1 Flee 56 iga?9sed Perlcwf 1 Reca ad Pendariff 1 Flaoas9a4'end>unt {=P =' rtes W H vfK 9_ F1 Fvs 58 Rem7aed PencwFP o. F1 yea 76 Pe-affx 1" F1 RaEi 76 Pa-mgEed Perrerrfl -2. F1 ies 75 POD. gsed PencegPP '3. F1 Hen M OrY PSei1am ' - 4, F1 No 49 COP F4nden-[ 'S. F1 No 58 C 'P Nnderl '6. F1 Flee 76 MP Nndert -7. F1 Fier 44 Hc-%V F' Res 3�, 49, 5a &'6 -- F' PW 44159 F1 ies 44 SWC -8. F1 Fle;r 44 Rewiwd H51+IrIF2 CAP Per-danl RW*33A SSW F2 'S. F1 F� .5B HRV 20. Fl F gs 58 I-aVX HCr1ZOM Slawa sprinktra(F1ys. 5, 6 & 7� se Equal Mc 21. KRSB$i H9AX rye dvnabowcekV piping=yrdt be Lead. 22. F1 Fes 5aHEW d FVNF2 Ttelrrgbn-bLlapendertsprinkerepEritThe efilaeil Lw 23. F1 Fes 44 SWC of reuwla water suppiimfor 9pr1"i& ,-oumragrs r esb0mU Ustings AApprwmle Irap10-:lsclio1 n, Tttekrwlaiv=l Fkes4prinkWeweI)aaiEly zrgVeered -Vrest LBEEd 17V Llyd2rurTtx 3 L&4ri'$OrISS n BCiO mrra mpmw 10 typal $1 tmrve-re ppnw1on ap- u _ C' n l e! 'ar Canalca "CULLS" tun n3eck� d -he MWI rz d�M aJ rriaiO Aa-dads (JL 1 S'1erlCtfr[Q, 4orlIre cmcltials,nwCh-ca' in-sesamracert Sprinkler» k r .10 Derlrsiiit'y: Refe" to Bulletin 176 r m--,<M + **rot gM NZa irk s-)aa-uM elamrg re UL Listing Categoq wj10�-4 rliafel fbwcnorie weTt�x-ior.terry wngTe Requ-.eriU Auic'ma.J : Spiv*k w dwrognc waiteriC CWrl['ol alm. t L Guidry Number Tachnkal Data: YK#{JJ f lterml Sensor Sokual E15man_ (LIr1x) cr pia n FA Tnm glass-culb Fuem sprrrxlorr rarie . erasacamlrg UJ Patel Nb. 1d the Model F1 Fies 49 . 1750 & 58 =•anc; rnt SprInk1u!3 Fscto'y "clraalat cal f+ Tasted to 500 psi CS Pa am Nn. 7.353,852 app iw to Mode FI Res 44 &58 a Trraad l o- 3t' NPT 'W * 1HSWSprarkers K-Facla rzOM2}(#,*ra}-F7P,;630F'wdeT*rr w US Paleni Na 17.784,555 appbn to r&del F1 FIC344SWC Sprinklers 49(�4iAI) F11ssapatl#rrlldgr 5.a c�J {�.cti al; -�1 fiota"3 R�•1den- � I'�f'lS�xi'11dar Fmdu :t Desedp ion 7,B€1 g1,-A1ResrT6Fiarid�r ainlda Modol F1 Ass Pnrder- spnnkem Figs. 2, 3, & 4) are W.4 4(331f i�,eG F1 rtesidaSh'a" ■iJer r* xx aplrklncrxrMn-Gexowen drrahiN higr Bwa v. • bersry- MInimirn 0. 05 g9miff tiy gW-ail a and I e rx:,,v4v� -Wg A The P 1 Reg The Reliable Awl ornabc SprinkIwCo., Inc., 103 Fairview Park D-040, E1rrlafo4New York 105 iechrilcal Dala; FlRes$D Ponderd and ltecassud Pen&nt (SIN R3511) Thmod Neftnal003caa ; Max- Premure:SnrinkiwTe a F gkj x. �k MvmIgiom Y . Actual K iSptiokfar Longth a' NIP" � ,ry "t 1 1t i t SEA sutn:s:t) a2s fsrl Max- OrdnaxyTemp. Rat1rtg i Intorrrl sdl'hto Tcronp, toting l r fuRillttnirrr Mwc-GOVIwOOt}area Pt x Ft (rr1 x rri) Swag _ OSo T_A51-a Ff4➢ar PMw1wr,a C1751F17WQ—_--'•- Flour F Pro Mira Ytocm0eO1aeferlaCd1ing 6-1 chi {moil Fr {rrd . t'srrt4 t 61 t i lm O-F (balt'k R [ Ird _ P; I ib 3 RraarthC-,-kncr !Iitn-L0175r1r=fir: 1?, x 12 (a,E x 3A). .. i (161 8 � ti .451 s - . { n- 30, 7 0 iOAS (. J } 9 2esiaat t,exx:. ... - ... ... .-._.f___.__._ _ r,��-- Ju;a 1.�'OIIIiT--� .II•C f76r &:MM.13i i er7,4i 14'xId4,"31 e-' r 1 4 3' {� I 10''7.6 1i O.•rr�' tw ) t J tit' ?,fi1 11F1i,78 ( S ryiSi!-Dal- di-barti,Ia1V (? i 7}_,Qa i uJrIC r2HeCt1d' f1 h+r: elbrq tvP�' 'v.�o I ra fi.'F 13. 13Fi a 1.ED Tee hrticel Data: F1Res- 49 Pendent and F1ecessad Pendent (SIN R3516) Thread Nornliial 0rMc4 may- Sprinkler Max. Actual Sprinkler Prersulre Temp. Ralim_ Jtrr Uw%Ten.V. K Lkngtn 51xe Irfch(m" , L"L" w 2 it 57) {` 3h' r •' r' 1 :. 1 _., 'V' 6b ,, (MA 7.rL .51 Fr5 Ckd1 erg TE2np- F16 HV Inkmwelate Temp. Rmirlg Top of beftectcr Altlnlmr,vn hoax- covora osme h1sx. spachlg (.15 68° )� 175°F{i91 10 C8111 lg Spacing Flow pt ssure FtxFt(mxm) Ft(m} f9gw Presaure Inch(mm) Ft(rN PSI ft . f.0 (+}.•"•kit rl'y_ids r; tivl�d 45A Cd{j4 I. to )IM11L)F'] mxar.{ i Jc. t C25.4 1•, td'?; ug.suF1 IJJ a faro¢ . Ecla-FQd 4Al�:'p y-w*F°A — ... 3•r: Ill it r.1l,6x3,J3) ! 14': Yt (4.3 x A-'3) 4Y 3 (4%9i 7.0 (4,Aa1 1c i14j 9 !L.;YY 1-1e4Z4 7(1 (l, At;� t7 71+1r);dil} - ��- -- ---. '-- - - ---•. - -"- --- 133.13Ft of 13 it 13Nk.,r.11r. --- 126.&, . ''A 12(L%n (54.3! rx.sulalts,,};a;t rt:, 46 4) 'I`3'ri Fr S99J1i,1,d:11, t 26x�uL8•1xri1) c� {toj _j'3(/Sd) 1Fs1(1,1$i �14i�.F) 115,f(1,_4Y r}S J 2rS. rc+L4.+.:,;m qYi I w.isa:atr- R:r Ci,,ong ji No refer to NFPA 175. :3R cT IM HYDRAULIC SYSTEM This Building is Rfn#ected by a Hydraulically Designed Automatic Sprinkler System. Date I%talied 8/15117 Location CALL AREA 1 Dumber of prinklers 2 Basks of Design 1. DENSITY .05 w11Sq,fk, 2. DESIGNED AREA OF DISCHARGE 512 NA System aemarld ..� 1. WATER FLOW RATE 31.5 gprn I RESIDUAL PRESSURE AT THE BASE OF THE RISER 31.1 p3j Installed By Fire Sprinkler Systems, Inc. iH YDRA UL IC NA MEPLA TE N.T.S. PRESSURE REGULATOR TO BE SET AT W PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPI) ALLOWANCE I VY Z ELEV. CONTROL BALL VALVE 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 MIRE DEPARTMENT. 2, THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE [NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION_ 3, THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS. 4• MEMBERS�DRILLING, IN°ACCORDANCE 17H CALIFORNSTRUCTURAL DICODDE. 5, TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER U.L. LISTED- 6 ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING ITS FUNCTION. 7 PIPE SHALL BE HUNG FROM STKUCTURAL 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. 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 IS ADDRESSED ON_ 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS, 11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U-L, LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT, MAXIMUM SPACING (SEE TECH" DATA)- 12. PENDENT INTERMEDIATE TEMP_ QUICK RESPONSE SPRINKLERS ARE U_L_ LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX. SPACING (SEE TECH. DATA). 13" PENDENT SPRINKLERS ARE Al LEAST 3 ft, FROM OBSTRUCTIONS E.G. LIGHI FIXTUIRI=S CEILING FANS, ETC. OR 1N ACCORDANCE WITH TABU` 8.2.5.3.2 AND SECTION $ 2.5-1. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 8.2"5.3. 14. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN ACCORDANCE WITH 8.2"5.5. 15, SPARE SPRINKLERS SHALL NOT ICE REQUIRED TO BE PROVIDED IN ACCORDANCE WITH 5.1,1.2_ 16_ NFPAI3D B.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. PRESSURE REGULATOR TO BE SET AT 60 PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE 1D4 2'ELEV. CONTROL BALL VALVE AVENUE 51 C. a — AVENUE 52 w AVENUE 53 � 1 �.I 10 _ AVENUE 54 99 517E 1n 61 en ti LLq- z t„ �' AVENUE r1 P O 1ICINITV MAR AIRPORT BLVD 9NT � R VI INI TY MAP N.T.S. GRIFFIN RANCH MASTER PLANS TRACT 32879' PLAN 3B18 LA QUINTA, CA" AHJ: CITY OF LA QUINTA LEGAL DESCRIPTION OCCUPANCY: R3 J U CONSTRUCTION; V-6 STORIES: 1 BUILDING AREA; 4,435 SQFT- FIRE SPRINKLER SYSTEM: DESIGNED AND INSTALLED PER 2016 NFPA 130 ALL RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS. SCOPE OF WORK, FIRE SPRINKLER DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL RESIDENTIAL VVITH A. 05 DENSITY WITHIN AREAS RESIDENTIAL WITH A ,05 DENSITY WITHIN AREAS" SCOPE OF WORK TO START AT BASE OF RISER (NODE: 104). BUILDING SUMMARY Ile CONCF-ALED IRES_ PENDENT SPRINKLER CDNCEALED RES- PENDENT SPRINKLER RESIDENTIAL PENDENT SPRIdNKLF-R } CHANGE IN ELEVATION + RISER LOCATION (PER DETAIL) X NODE POINT FOR CALCULATION -HANGER TiC OL-TP.'ILr *FOR REFERENCE ONLY FINISH GRADE O' ELEV. FINISH GRADF 0' ELEV. 1'rb" COPPER L — W MASTER METER SLMJ 1'l,'r COPPER L 1" METER 9.5 PSI LOSS 4 PSI LOSS 1'li" PVC I COPPER K 1'/a" P'VC 1" COPPER K hrEr R crdr1FN METER 103 70' MAX 1172 101 30' MAX 1 DB 1 C3 70' MA 10 10fi 30' MA?( 1 DO -2' ELEV. -2' ELEV. -2 ELEV. -2 ELEV. -2 ELEV, -2 ELEV AL T UNDERGROUND DETAIL UNDERGROUND DETAIL N,T-S. (FOR REFERENCE ONLY) ----f- N.T.S. {FOR REFERENCE ONLY) CPVC TO SYSTEM SPARE SPRJNKLERS SHALL NOT BE REQUIRED TO BE PROVJDED PER 5,1.1,2 ■ I7f lJV V L LEGS iV APPROVAL Tula R'y"Al Gk £OUKTP Fi RE 13 NPARTMl NT HAS kiv,i¢warl Alqu 11PPRovrb -rmc FLANS A$64CIA7E.' WITH THE rv-ETM1T/r'&SA Numft a 1.15T%Q MELOW- a4PPlrOVEp PLAN 15 VAL10 FOR ONC VEAPt 0"40 18 Q#Ja-Fa[aT TO GOMI1L1RN{!E w1rf4 RPPI.tCh�l.% Gaaa$ �PicSM -rj*F v> +rTROVAL ✓4k� f2rt-VIA110 FiCLD IN$PPr.T14Nf" I_•r- lr-1�-,d��arrl APPROVAL S T, 1 11' ELEV. FROM FINIISf GRADE 1"CPVC RdSE GAUGE 14-112" 30' 1 ACCE S DOOR '/2"MAIN L)RAIN VALVE DRAI TO EXTERIOR RUBB R FACED CHECK VALVE 3 P31 17 55 D 05 I STA,ric a2.8 - 10% = 74,52 PSi RESIDUAL 74.82-10%=67,34P51 4' ELEV. FLi34V 2,3DO GPM 1_ —. WW h'Y ATER FL 1 b4 T 2' EL'E • / E IV E RISER DETAIL N-T-S. NOV 0 CITY OF LA QUINTA ;x r r- SO 4; Y"1Wr;LFn SrIOM M. IMe. e LICENSE NO.68460U • CUSTOK TRACT, MULTI -FAMILY AND CDMMERCK a DESIGN. ENGINEEFUNG AND INSTALLATION 765 F, HARRISON ST., SUrTE 2W CORONA, CA 92879 PH - WO-915-3473 FAX - 9451-272-2535 a The recipient of these plans hereby acknowred+ges that all plans. dnt,alls. specifCatinns or methods of iriatallation contained in this set of grans is the sale property 9f FIRv Spmtklar Systems, Inc. and thsl any use of this set of plans is pi'ahibked and is a violation of rapyrighl laws without first receivina rwmissaon from Fire z Uj 0 LJJ j 0 W 0 Uf Uj W cc CO e*5 to Z L7 -4r iE :::) } 2 ago GCS a tUj J H JOB NO. 31586 DATE' 811 5 f 1 7 DRAWL BY- KIN Cis-C3 I Q14�,,� IR CLASSIFICATION[ LL C-1 LICENSE NO. # 684600 OF SIZE - 24" M 36' SCALE N.T.S. IF SHEET IS LESS THAN 24' X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SWEET ID GENERA1. NOTES SHEET FP1 OF FP3 1-HR. AND 2-HR. GYPSUM WALL ASSEMBLY 1 OR 2 HOUR fIRE RATED THROUGH PENETRATION! FIRESTOP FOR SINGLE PLASTIC PI PE THROUGH GYPSUM WALL$ USING RLAZEMASTER CAULK & WALK F RATING =1-HR. AND 2-HR, T RATING =1 "HR, AND 2-HR- DRAWING MDT 1, PRE"RATED GYPSUM WALL13DAFI071JD WALL ASSEMBLY A) THE F RATING -1 HOUR IF THERE 15 ONE LAYER OF GYPSUM WALL13WO, B THE F RATNG = 2 HOUR IF THERE ARE TWD LAYERS OF GYPSUM WALLBOARD, 2. PLASTIC PIPE - A NOM. 2' DIAM. {OR SMALLER) SCH. 44 PVC PIPE R�ALI B NDI 2' I}IAM. (0 SR} CPVC PIPE, THE ANNULAR SPACE I: M(;F SHALT_ BE ,L11N.1A' TO MAX 1-18", NOTE; FOR USE IN CLDSED (PROCESS DR SUPPLY) PIPING SYSTEMS. 3. BLAZEMASTER CAULK & WALK - MIN, 112" THiCKMESS OF SEALANT APPLIED WITHN OPENING. AWITIONAL SEAL4W TO BE INSTALLED SUCH THAT A MIN, T14' CROWN IS FORI41E11 AROUND THE PENETRATING ITEM. MOTE: THE F & T RATINGS OF THE SYSTEM IS EUVAL TO THE FIRE RATING OF THE W,4LLASSEMBLY, UUCUL SYSTEM ND, WU151 ATTIC AC L8 f r' NO CFMGE ig OP PLAN 3818 - OPT. WINE ROOM STORAGE SCALE: 114" = 1'4' sHAIDOYV AREA PER NFPA SECTION 13 2,5.6 B SQFT, L BATH�tOpM _.101- C LG, I ' 47 87T. 4, f �J• I :. BEI KOM 4 I M. FLEX ROOM 1Z4V CLG. PLAN 3818 - OPT. FLEX R01 SCALE ;114" = V-0" MANUF. MODEL SYMBOL K-FAC, ORIFICE TEMP- SPACING SIN] Y QUANTITY RELIABLE CANC049 .Fcc NIJ, 4.9 7116' 165' i6'ft16' RA0616 Ai RAIAI3LE PENIIJf=NT 4.9 7116' 175' 16NI6' R3516 6 RELIABLE CONC. PEND 4.9 7116, 1651 205t20' RAG616 TOTAL SPRINKLERS WITH OPT. R-EX ROOM: 37 HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 8115117 Locador CALC AREA t Cumber of Sprinklers 2 Basis of Design 1- DENSITY .05 qp6sq.ft, Z DESIGNED AREA OF DISCHARGE 512 sqR System Demand 1-VVATERFLOW RATE 31,5gpm 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 31.1 psi Installed By Fire Sprinkler Systems, Inc. ,COFFEE BAR SHADOW AREA PER I' � NF�A SECTION 8.2.5.E � i I BATH IkObN 4 . k �I II J t � t 14 1 COVERED VLRANDA 12'-O" CLG, I I I II III Fz I 1 I 1 I 1 � .l �L I I �f, I � I _TI �6r5. 4,4' 4 PLAN 8818 FIRE SPRINKLER PLAN SCALE:1 W =1'-O" SIZI= - SYSTEM RIPE; 3r4' Oru 3" MATERIAL - CARaON STEEL FINISH -Md. QWvAn4md. LISTINGIAPIPROVAL - 2a3-EX 4231.EM 2551 F UNCTFON -Suppon rwixonlal piping. CPVC, Capper of Steal. Size 34' = 2" Prevents upward movement ar pipe fwm Ventle�',t spnhkler dlscriarge- StabAlza vertical plpin9- NSTAUAT N - Per these lmatiucwns including NFPA 13. 12R. 13Dand CPVC rnenufacturer5 inslmdK)eis Install an horizontat or vwnical mounting 6tafaca FASTENERS - UL Lla6ad per NFPA 13 in WQ4p- 3W - a". GRVC PIPE - ON$ screw - no pre4rill 9W - S" Suer &Ad Copper pqio -4114 x I 1f2" $M$ ar 1I4" O 1I2" lag iWlt - nh pre -drill. In STEEL: mlo. 1$ GA. 3W - 3" CPVC, Capper and Steel pled - 1I4" ar 014 Tek Screw FEATURES ' Offaat&IQ a eliminales ahraiiion Reta IrLer 9iffiVeZ,3t=rd henpar 10 pipe du hag inata&tran. ' RequirW AF ON r1909 wrew InciucIed • Wig` hex "a a. ORDERING - Par!4 and pipe size CAN ALSO 13E USED TO R EPA E - 9600 Pipe Strap 0520 Tin Strap FL,r,3 W FAST SUE rSilw TA 2.126 1 2.312 1 im 3..171] 1 t12 $.400 2V2 A3W fft 6.0 Resirru,l hwrundl Pipe Ste j i.] w 1• 1Y" I 2" Z'T 3" 3w 41 6" 4' a" SGeal pipe 9w-W Illreaded ligllkrel NfA. 17-0' 12'-0' 15-o' 15'4r 13'.0" 15'-0• 19-0' 15, UV 15,4r 15,4r I S,4 Tnimaded I#doall Aml NIA 12'-D- 12'-0' 12'4' 12'-0' 13'-0' 1 '_q' NSA NIA NIA NIA WA pipe Cgpperiy')a 8'•4" W- Or 10'-0' 14'-0' 124' 12'-0` 170' 15-17 1540" 15`-0" 15'A' IF4' CPVC 5'-I5" U_0' 6'-W T4' fl'-0' 9_- r 10'-0' WA NIA WA NIA NIA 9 lips) NIA T-9' 4-7' 64r 5'-11' NJA VA WA NIA NIA NIA NIA Palyhutylen 1MI LP-11" T-4" Y-11' 4W 9•5" NIA NJA WA WA NIA NIA NIA Dudile unn pipe NIA NIA NIA NIA NIA 1 T-V NIA N'A 15-0' PdA 13'-0- 15-W A PCON 510 HANGER (S TEEL - COPPED • C. P. V. Q VDT TO SCALE s x• 1 t 1 SIZE - SYSTEM PIPE W4" Vim Z' MATERIAL - Carbon Steel, FINISH • Md. Glavan&ad LISTINCWAPPRCMAL - 293•t][ 42al. Lx 2551 PATFtIT - No. 6 s4s, 275 FUNCTION - 9acw&rt horizontal piping. CPVC. Copper ar Steer Prgindes rlsAed vorticallMor¢araial aslraint and prevents rpu� rd moueroenr ❑r pipe from pendent sprinidsrdkeharge. SYahilize vertical prpuig I NSTALLATION - Per mere Insmnwllorm Including NFPA 13, 13R, 13D and CPVC menuiactu,ers in9iinjc form Iwali on hC%dz0nt01 or V6rtiCar Mounting surface. Snap owar pe #tan equeeae strati begs aUowin P de to ade mealy Yu1ran 490 thhre8tl5 am exposed in wood, install aM6 hac4ing nut FASTENERS- LJL Lialed per NFPA 13 WOOD • CFIVC pipe - V906 screw- ran pre-dr1II. Capper and Steel pe - #14 SMS or 1+4 "x� 1I2' lag sciew - no.pae-drill Thru EIS" gypsum board - I Wx 2" Peg Screw MrmL - min. 19 GA. - CPVC, Caappper and Stall pipe - 1m" Oil Y134 TeN Saari: CONCRETE- Regaifed minlmurn ad eacal i;Meirwr=6(wt)+25G9m 1` ATUIRLS 1 112'drf3el • 10034 fitallOW". pipe w saiae. ' Ccnmon Qenleraine for 3)4" arld 1". pffsat edge elim1pates abrasign AFOON 005 boor inducted - 5I 16' hex heed Q R DE RING - Fart N alid {yips sQe AFCQN 9WS be0ing rwl so;q 3erpry ralgly :ir�lrar arY ffim HerrgerlRe9Van�er J_. q"ranl Nami,ed Rspa Sae IIn,li 14. 1 " i ; i" 1 V 2- 2W F 3 A' V $" 61 9" Steal plpa axcep: threaded figh" NIA IZ-b' 12'-4' 1S'•9" 15' U' 15 0' IF-U, 1$-0' 15'-V 15'.-0' 15'-0' 15' 6 nhm2jd,-dCghtwad areal plpS h9A 12•-0' 12-4r 12'4r 17,0' 12`4V 12 4 rrlA NIA NIA VA OVA Coppertuhn d'•a' 19'�6" Mr4r 10'•Ir 12'-0' 12'-0" W-W 15'-0' 15-0• 15'A' iS•I1" 16-V CPVC 6-4' 9'4' W-fl' r-4' 8'-0' 7,0• FIYO NIA NIA VA VA WA Polybutlfene [JPS3 NIA T-w" 4'-7' 6:D' TA 1' NJA NIA NIA NUA " VA IWA %yLutAne ICTSj 2'-11" T-d" $%11' 4•S' 5'-5' bUA NIA NIA WA hVA VA WA Pudile iran pipe NIA NIA NIA NIA WA 15'-D" 10A NIA 15'-0" WA 19-0' 15!_V AFCON 514 HANGER STEEL - COPPER - C.P. V. C. j N(11' TO OCAI.0 FLOOR AREA - 3,818 SOFT. TOTAL LIVING AREA - 3,818 SQFT. GARAGE AREA- 617 SQFT- DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13ID, 2016 ED. 3sze NOTES: 1. ALL HEAD SPACING TO ESE 16'w16', [JNLESS OTHEFRVVISE NOTED. 2. ALL PIPES TO RF 3I" CPVC, UNLESS OTHE:RUVISE NDTED. 3. PIPE CLEARANCEISiMLIST BE IN ACCORDANCE WITH NFPA 13-9-3.4. 4. HANGERS SHOWN FOR REFERENCE PORPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET, S, SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sgft AND LESS. (SECTION 8-6.2-) 6. SPRINKLERS SHALL NOT BE REQLJIRF_D IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRI ES THAT MEET ALL OF THE FOLLOWING RJEQLJIREMENTS: f 1) THE AREA OF THE SPACE IODES NOT EXCEED 24sgit- (2) THE WALL$ AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED-COME31LJISTIBLE MATERIALS AS DEFJNED IN NFPA 220- 9. 8.2.5 1.2 THE DISTANCE SHALL BE MEASLJREL) FROM THE: CENTER OF THE SPRINKLER TO THE CENTER OF THE OEISTRLJCTIONd. 10_ 8.2.5-6 SHADOVV AREAS SHALL 8E PE:RMITTED I THE PR0TECTI0NI AREA DF A SPRINKLER AS LONG AS THE CUMULATIVE IORY AREA DC N OT EXCEE0 15sgft (1.4 sgrn) PER SPRINKLER- LLk r- 4 ;ir z fi*'Aft oss FIRE AlPaMt IVIIi ItlrslileMS Wt. i LICENSE NO.664600 i CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL i DESIGN ENGINEERING AND INSTALLATION! • 705 F_ HARRSN ST-, SUITE 200 CORONA CA 92879 PH - 800-915-3473 FAX - 951-272-2538 i The recipient of these plans hereby ackflowiedges that all plans, detalfs, speclftcattns or methods of Installarion nantainect In this set of plans is the sole prape1ly Df Fite Sprinkler Systems, Inc- and that any use of this set of plaits in prohibited and is a aicsalJon of ooPynght laws withiout first Teceiving perwission from Fire S rinkS stems. ¢ .n oa e'7 cr7 c!} _E� to in cC21 Lu __1 o %r} itx ifa Lo try 35 i8 Iti t¢ i � r .J w LU to ti rt vz C+ 600 Ud tn r-, r iL w J � � __ J J � J I2 i� 00 as �*a CL, w� aLU m l- JOB NO: 31586 DATE; 8/15117 DRAWN BY- M.N. ��' o, C AT1ON C-15 * LICENSE NO, � 684600 SIZE - 2e X 36" SCALE 114' =1' IF SHEET 15 LESS THAN 24" X W IT I5 A REDUCED PRINT SCALE REDME ACCORDINGLY SHEET10 FIRE SPRINKLER PLAN SHEET FP2 OF FP3 Tutde A • One Point of Reatraint R MAX MAX. One-Fio-]nt Verfjtar Reaira+Al RESTRAI1+rT rtES RAINT ONE-POZNT ONE -POINT N4lrrlllar iW ..K„ Pipe Sete Leas than Greater llaan AhFS I ruches ifl4 psi 140 psi ON f$.9 barl #$,9 bar] GPJ2if (6 '3 rn} {0,15 rr� 1 t'-4" U-:Y raw?5 (E),30 m} f2.23 mj 1-i14 1'a4" i'-0" 14f2=3 21_01 4._011 Dhld6 - 6N9b (0,61 m) ((],l0 rt1} Tehle S • Two Paints of Ricsfralrrt Hdrm]nalPi" "S" •g" $ixt Less#hsn Oreaderil,ar, Ar,kSi lnchra 1 M psi 180 psi ON [$:la bar) (E},9 barj bN20 0.22 rt1) i0.99 mj 1 �x'-�''• d'-lY h3N31 0.83 ml �1,52 m} 1-4I2 - 3 7'-0" QhF40 - lJN90 12,73 mJ {2,19 mj S IvUI}L 1~,n'G-P4lr7I ANY n153'.ar; b'hrlrea] Relrairrl PU:S?FWIN# -- TL4C7-f'Othfl' bwrrT xdpL` iialnue JlulAll"nrn racaUan� Gaiads w3l0ation Spenficalions shall only rpplr Our We Iresia9ahanulilL Lrcled 86ixeMastu• 1?VC pier an6 hlFn�s in perip45 requidnp sprmMlcr pr81mpI1C4 pa riFPi4 131) era aFPA 13P These Sunaxr*s are arfined In riFPfe wags rnulltltl '9rle and T+rO :xmlly pyFnllinps and lbpr'+HPmas-ar,d rq 'ArC4frnily OcsuPxnsios K 1a four 52urlr4 n 11dgmL` ii refermped4 HFPA I111Seclian b.6,1,'Wnkees are nPl required in 9arage& open aUmd+ed par[1rG. calDYs or sim,Ar 61;16dun:s.' T11d ilsslalla6an of TFP @lixshliwlrl iprin:der DNt ind rrtlingX for 4Sr in grr4ge5 regPrina AR.I^lust Dr■rPPll9rr RPr r]tiPl. 12A �i only nppFriyle 1p ilry LA L13Fnp nl hrii prgdu;j Ra9wramr^4s tar RPe, Fbnpe, &Doom famrAt 8p€tame. 4yslam 0r4yln. +nata^atlan- fveare PmNsflan, and Pidrdrxir,p for pmalea 14rRe anr< Par41h,7nra oleo couaretl in Ipl€ Irn,9rllallorl and hchn{vl 6r4htldl. Please and ihrsa seclMlrE a1 the rnanlual carrlgxr Arinr to daal¢>ting ar,nelaliLip TFP 6lrzeYAaa[e7 tliR=aatl hil,ags lea geraga instaMtitlras. lea lastallrllae id TFt• 1111ifieMad4ar pl►r arol lltling€1r garaf+€ r+dall log iprllall on is anlr lLL Ldxdra+nd Ir nrl'C A L.Gltrl • Insl8llitlRl Rlgelrerne -PruEeehan. TFP 61ao "p F,PVG piP4 ma lining; allrU he insrallCR CenGlalF^ hehind pulecdon case mq or rnleoarrn arpetlayer al'fi llydrggRaurn wlrmtlarp or 4r' nlw, a • SUnhMler Hrquiramene6; LL LlslerJ, quwk resparssx. slarsdartl co"5apr, pmdenp or sldcwall sminllors 041h r 22yF;111710mi.lrlum lemperaiueenl-npstlell h[ u*piey M IgyrnL'1d13 shrll ha inGruRo per 'he rnanulacnlrer'a.pucxshrd IrearJR440 in i.ry{hphy - Icasersllaa slaneree- Thf uaanp Far Wage Ini$#9Latlrld pBall rPR11,h rp thou occupmpxs Eeliner Vr NFPr, 13111. In acearttr,cee uatn One u usoap, tW $13IlMl#lu CPYG fNRp iIM7 MCal4i::a8y4d Udda as vtrEem risen :II ruartlroct Hitl1IFPA 13. 1 �D rseJ laR ".ireC suaprcr 19 ihd lbrlpuing rdalYmlul LrnlfrLlaas 1 Sjtrpn InstaFed Rrgnsldd �Cance3ladl rndCCmrdhnCa YYI1h eul. r51W IAtl 45R, Ilia nlimrniln prnlr[Aor-[lull r-plrFi€i or re,lar nna tarn al 'ry' (4.5 nun1 nrlrr gysu[n wa4g8mm'l; f12.FmmlYdctaifn4aad Y NIhEA idS1911y WilhQur Qfh[xdfdA (ery[saa!T acccrtlamce ,xiR NFPF+13 13C1 i�tl d5R. the ipntr„illla Timi[ultlns anon applln - Theriier Fhpll Ire Ir+]i+iiilC]ilelr,7 rsvw^4h, 71rr, nhnranlal cellleg ennsirucnnn A L,arsd reeidelciil prndknl aprmWu Is It be,ntlelltltl mlh d=_ aallecNr li Iha dmlanr; rramlhy 9eilirr9eprpripdin 1h4 sprcllatr lasnnq. as rtle rlsa tbM'r ee Inaaka pKlpy q honranl111 ualinQr,ao aasealdr.7 calling i]n r[i7aed3rtL'•l01 NFPA 194}CnhalrLckd uNfi¢irrg Iwminal 2- x `7-or runrsai 2`x Ilr Velld ttiaytl laicrs yh fp•pyllws A LiaScd +es'dadial PundeN elxurUul■]" 6e lneUllad w1e411e atlleplal a my,lile um pl rig,` 41law illd bag7m d the sdla rro^dpi€I In xalidpalk., of irrrl,rP n14�tariun utl a rinl5ha0 PP1rlq Woe^ Irrslxrlln4 TFP Flale7,ia.•tdr CP'eC AiPr rna 11rt14p5 In sanpinskin whA 7• ,, 7 T GPlly waa718rek, Ily I■a�m syck n w9rLi^4 arena W+wrier litwi" e"Ildtipra ,all ilIX 3'ri-0Pi il'A pa<xd Lhr elr�omum syshem working arasdwr tattler stalk. iaPrLqpwAnY]wnCr- ^sjft6rxtrxoradlTSdal. - the Lieletl rreklarelxL pantlenl spreldgr i# tp ]rwt 15FF ;f,'�•f,} al3anu^� ia+rperimre raGnq and is io ua iaiatled 31 F maornum iMe4Nr41 diednce al 12 inalrs tram Ina axnler lure of we rarer. T1lrsyatgm y R an dei+g+rb1 broad upwr ]hd LisiW Ilnws fur pro eprinlder seler_llgd rxoep[ tort the now fqr a dngl! }prinitlpr 01 mlltink spriddrls shill not be atxr fir 11 ppFl par apriltllltlr. Fig. 29 - Double Offset Hanger & Restrainer for CPllC Plastic Pipe � �� US U511ED Size Range — Awall-dble IlT3l4" and 1' pipe sizes RIBakOriak ^ Prfl-Galvaraized Steel FlsnctEdn — lnt2lsTted to p6rform as m hanger arld restrainer tor CPVC, ❑iastin Tore sprinkler pipe. Prt:rvldf35 d❑LlYsie offset 1 Yz" x 7 'A" from mounting surfaaa_ TF118 design will ease lifstiallatlon by elirninaking the Head for woad block extension and allow retro-fit >5ttd4;Flrnen1 of hanger to sprinkk$r pipe - Features ..- • Thumb *.&b provides ¢roteCt'I❑n 6rs wtrain pipe in rough job site Condnion& Tab Js na# Tequ]rad to be !rent for lis`Ged installation. + OtftPx a ellrnlnale�. abrasion. ■ Attaches edsi#y ko wood structure with #rva SFQCI3J ni0 x 1 telex treed self-thraading screws furnished with Qr4dr1[:t- • Can be Lr&{3tl 3s a srrlgJe al#set hr3etgar by aligning °filmples' with soft of mounting surface and utllJz-trig tw❑ iasleners in 7Wq of t}l4R three hales ProVidled. Approvals •- Underwriters' La6eralories Listed ,n the USA (k1L) arid Canada (cut.) as a hanger and restrainer to su{sport fire sprxnkiff sS^gtems. +tirleets and ersGeetlG reqt,if'erilents of NFPA 73, a3R alld 13Q. Finish -- Pm-Galvanrzed Order By —Figure number and pipo sire. PATENT PENDING --- l 4. snEtkli rQr. hard KI sapl0#' ggT-*WCf 3'•19 st2"klri W p NM6mi n 1n soar rilna hi R k *W I ' I $i17& Off3rat UIDIG ETIO SALE: ! Jtj,l __ 7 r^0n SCALE: 114rr = lr,f-1 r, B • LICENSE N�. faBAtit}0 1W113TOM, TRACT, MULTFF11PrEILY Atda+vOMME;RCIAL DESIGN, ENGINEERING AND IFiSTALIATI17N f 705 E- HARRISON S7-. SUIT` E00 CORONA, CA 92879 PH - 800-91 5-3A73 FAX • $51-272.45 The reclp+ant of these platss hereby acknowledges that all plats!, details, SpeClfiCatfons ❑r mi�th❑d5 of installation contained in this set of plans is the sole property of Fire Sprinkler SysVems, Inds and that any use of this se# a{plans is prvhlbited and is a violation of oapyrig#it laws- wilfiout first receivma permission [rum Flre co W JOB NO-. 31586 0 a� is < CJ d l— Cr3�AoT*1E�:� p8f15197 DRAWN N F7Y. M.N. SCALE IF SHEET IS LESS Tl-L41V 24" X 36' IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID �y SHEET FP3 OF FP3 ATES--k a Domestic Waiter System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) Requested By: FIRE SPRINKLERS SYSTEMS, INC. Date: 7/18/17 Address: 705 E. HARRISON STREET APN: W CORONA, CA 92879 W� Req. Fire Flow: 10009pm at 20psi fort hours. Contact Name: JAMIE BISHIP Project Name: GRIFFIN RANCH Phone: 800-915-3473 Email: jamieb@fireinc.net Cell: Domestic Water System HYDRANT AT THE NE CORNER OF MERV GRIFFIN WAY AND DAMASCUS DRIVE, La Quinta, GEO Flow Analysis Location: 6-7-15-2, PZ 17-8160 Model Information Flow Analysis Description CVWD • Requested r Test I Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): -16 82.8 None system flow available without Steady State, Dynamic (psi): - Residual Pressure (psi): 74.82 exceeding Fire Flow Tested (gpm); 2,300 N/A CVWD's Combined Total: N/A criteria. Tested Model Junction; J1828 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No /Level (s): Reservoir 6726 Pumps Operating No's: I Pumps On Pressure Zone and HGL: Lake Cahuilia (145') Mervcriffin&Damascus-CVWD DomesticWater 012616 Model: 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 devefepment/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 modefling 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 pres�4g�Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from dffmode Iganalysis. These system flow analysis comments are for plan check purposes only. The ultimate design respc i y re ids vi%the Engineer -of -Record for this Project. ; Should �ou qeAn q es;ons or need additional information, please contact meat (760) 398-2661, ext. 2397. Date:b �R�b Completed 8y: Page 1 of 1 RECEIVE602- NOV 0 S 2018 ENG DS-016 (8/31/15) CITY OF LA QUINTA COMMUNITY DEVELOPMENT f I f I I I 1 i 1 I I 4 1 i f I I I I I I 1 I I 1 I W • I Im ------------------------ ' 1 54 _ l a �- Fire Flow Analysis hydrant ' GEG 6-7-15-2 WF: 652742 (PZ 17-8164) Tech. Ruben M ' €[� - _ i a � a { f CCgFAtii44FY r � c� I rEVIV, R r [F:N7[k E .�- ➢� f21L' N.E1'r:�li1GN S '"5: 3 i I I I 1 ! ! I I I 1 tll �� I .• -- ` I 1Ml lac 4tl0 too du!) _------ ----- ------^-------------------- — — L%•� — — LOT-W 387 SINSwnLURE 200 LO,•AO• 20 t 285 CANANEEO ... 304 291 290 289 49 292 i 2 9 ' 283 u a) CONSTRUCTION PHASING LEGEND: G 493 300 50 _=„ 1 MODEL HOMES-4TOTAL(LOTS 60AND 210-212) O 202 298 OSm PARKING - I TOTAL (LOTS 22]-231) 39d 301 4� PHASE I -8 TOTAL (LOTS 119,120,129. 130. 20SAND 29-=9) 10 sI 2BI 29] B 51 dd 3 ®PHASE 2. 5 TOTAL (LOTS 173, 174, 1 U. MO AND MI) PPyy �W ® PHASE 3-6IOTA CLOTS 167.192) R95 302 ws3 PHASE 4. 4 TOTAL (LOTS 121,1221D AND 128) 280 I 196 : b�PHASE S- 6 TOTAL (LOSS I07, JIB AND 123.126) DMCO 30.T 53 Fq PHASEd-STOTAL(LOTS108, 11],175,1)6AND IRS) 17 279 '2 • SPA .^„�.;iPHASES- STOTAL(LOTS 110, 115 AND V9-181)1B3) 76 2)5 44 2)4 VIP Z50 16 259 260 d3 5 MONAKC 2)] I 256 z Kcq 54 u 15 261 02 2S5 268 0 272 6 q 1 26] 267 0 55 a 41 254 0l 271 id i I e 5 R63 266 F 2N 00 T S 9 10 11 12 13 i 253 1 56 26d 265 x9 39 30 34 252 36a M O.CIL 37 36 3S 34 33 32 31 / 251 250 5] MEevcin tx ♦ � � f..9 rr• dd,•A' mT•AN GONANxm A?,/ 50 S9 60 62 63 44 65 IECL 07-AWFMEE l01 Gp1f1NWA♦ Aw' ?O 2]3 '� 21S 214 213 -'•'r' L `7 21R� `202 n 201� Iy) I80 1qD 2� �``18 ti j/ __ � 216 5fO9M CATMun .qy0' � 200� n Lorac 3/ 235 2t9 rS il. z03 no ,1` Tq? . M< � / 1/ vnnmox W I eKw 236 2n 218 L ttp., =y 199� 193O ' 349 Inrar y 220 it A` Y B7 9I 248 �� J �/ 241 3t � '�-w, ZZ1 209 30 .rr �_J 1981 114 1i 1 '•I \�`_ `Lg, 4' 238� n9x9 cLCry. Ar UP 2d6 245 344 2N zd2 2d0 239 23 ?26 �-'` 22d 223 332 30B 20) R06 19) 196 19S 106 185 hoR �A wtE PNaD• 3,• T'AY•— - - )d ]) 76 79 00 BI LOT*" NAEIMLl6_WAT_ 31 9) 5 15 :: 96 82 e3 0a 22 ' 98 G 95 93 92 BS o 74 qq O CWMCOU! 86 23 91 v )2 100 9d B) S 90 24 101 0 4 B9 Be )3 101 GQQOLM 112 111 t03 1W 105 106 25 P W 110 71 e �Q Im '1.` 26 2) 11 ]0 20 % L25 69 lu 68 C 67 )38 fy 139 Id0 141 1N 143 144 Iss nCLEAMH/ � LLOEOTI J 150 151 �1 t5] a ACA9CN war , !y n 163 11 160 ; 151 2 p 158 I 3 150 I 10 159 ,62 I65 u 169 1 446 1 17 160 Idl 166 34Q I60 I JI 147 i)1 1170 1169 I i,, 1111 PROJECT NANAG R DA I MCE PRESIDEM SALES GATE I VICE PRESIDENT CONSTRUCTION DATE I DIVISION PRESIDEM DATE 1 7 DATE: 8/29/2017 S:\2017\31586\CALL\3818.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 3818 10%� TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 1 Date: 8/29/2017 File No: 31586 Data File Name: 3618.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 Fl 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 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. 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. 14 18.0 74.5 30.7 14 31.5 74.5 52.2 DATE: 8/29/2017 S:\2017\31586\CALC\3818.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 RWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 18.0 3.30 30.7 ---- 31.5 9.28 S2.2 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 27.4 ---- 0.26 0.00 42.9 2 101 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 27.4 ---- 31.5 0.26 42.9 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.09 0.00 23.3,---- 0.26 0.00 38.7 3 102 70.00 3L ---- -2.0 ----- ---- 18.0 1.88 23.3 ---- 31.5 5.30 38.7 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 21.4 ---- 0.06 0.00 33.4 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 21.4 ---- 31.5 0.56 33.4 150 104 1.265 3.0 ---- 2.0 --5 5 0.03 1.73 19.5 5 0.08 1.73 31.1 5 104 2.00 L ---- 2.0 -5 5 13.0 0.21 19.5 5 26.5 0.80 31.1 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.03 0.87 18.4 ---- 0.11 0.87 29.4 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.03 18.4 ---- 26.5 0.11 29.4 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 15.4 ---- 0.11 0.00 26.3 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.52 15.4 ---- 26.5 1.95 26.3 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.03 3.03 11.8 ---- 0.11 3.03 21.3 8 10 6.50 L ---- 11.0 ---- ---- 13.0 0.99 11.8 ---- 26.5 3.70 21.3 150 11 0.874 4:0 ---- 11.0 ---- ---- 0.09 0.00 10.8 ---- 0.35 0.00 17.6 9 11 50.00 B7R ---- 11.0 ---- ---- 7.0 1.79 10.8 ---- 14.0 6.48 17.6 150 12 0.874 10.0 ---- 11.0 ----- ----- 0.03 0.00 9.0 ---- 0.11 0.00 11.1 10 12 24.00 3R ---- 11.0 ---- ---- 7.0 0.81 9.0 ---- 14.0 2.92 11.1 150 13 0.874 3.0 ---- 11.0 ---- ---- 0.03 0.00 8.2 ---- 0.11 0.00 8.2 11 13 3.50 B ---- 11.0 ---- ---- 13.0 0.61 8.2 ---- 13.0 0.61 8.2 150 14 0.874 3.0 ---- 11.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 12 13 5.00 B ---- 11.0 ---- ---- -6.0 0.18 8.2 ---- 1.0 0.01 8.2 150 15 0.874 3.0 ----- 11.0 4.71 -- - -0.02 0.00 8.4 13.5 0.00 0.00 8.2 13 15 18.50 2R ---- 11.0 4.71 ---- -6.0 0.46 8.4 13.5 -12.5 1.81 8.2 150 16 0.674 2.0 ---- 11.0 ---- ---- -0.02 0.00 8.9 ---- --0.09 0.00 10.0 14 16 14.00 2R ---- 11.0 ---- ---- -2.7 0.08 8.9 - - -5.6 0.32 10.0 150 17 0.874 2.0 ---- 11.0 ---- ---- -0.01 0.00 8.9 ---- -0.02 0.00 10.3 15 17 6.50 R ---- 11.0 ---- ---- -2.7 0.04 8.9 ---- -5.6 0.15 10.3 150 18 0.874 1.0 ---- 11.0 ---- ---- -0.01 0.00 9.0 ---- -0.02 0.00 10.5 16 18 5.00 B ---- 11.0 ---- ---- -2.7 0.04 9.0 ---- -5.6 0.16 10.5 150 19 0.874 3.0 ---- 11.0 ---- ---- -0.01 0.00 9.0 ---- -0.02 0.00 10.6 17 19 2.00 L ---- 11.0 ---- ---- -2.7 0.03 9.0 ---- -5.6 0.12 10.6 DATE: 8/29/2017 S:\2017\31586\CALL\3818.rdf Page 3- 150 20 0.874 4.0 ---- 13.0 - - -- - - -- -6.01 0.87 6.2 ---- -0.02 0.87 9.9 18-20 56.00 L5R ---- 13.0 ---- ---- -2.7 0.33 8.2 ---- -5.6 1.30 9.9 150 21 0.874 9.0 ---- 13.0 ---- ---- -0.01 0.00 8.5 ---- -0.02 0.00 11.2 19 21 14.00 B3R ---- 13.0 ---- ---- -2.7 0.10 8.5 ---- -5.6 0.40 11.2 150 22 0.874 6.0 ---- 13.0 ---- ----- -0.01 0.00 8.6 ---- -0.02 0.00 11.6 20 22 56.00 B6R ---- 13.0 ---- ---- 3.3 0.49 8.6 ---- 6.9 1.90 11.6 150 23 0.874 9.0 ---- 13.0 ---- ---- 0.01 0.00 8.1 ---- 0.03 0.00 9.7 21 23 2.00 L ---- 13.0 ---- ---- 3.3 0.05 8.1 ---- 6.9 0.18 9.7 150 24 0.874 4.0 ---- 11.0 ---- ---- 0.01 0.87 9.0 ---- 0.03 0.87 10.4 22 24 5.50 LB ---- 11.0 ---- ---- 3.3 0.09 9.0 ---- 6.9 0.37 10.4 150 16 0.874 7.0 ---- 11.0 ---- ---- 0.01 0.00 8.9 ---- 0.03 0.00 10.0 23 22 8.00 2R ---- 13.0 ---- ---- -6.0 0.23 8.6 ---- -12.5 0.88 11.6 150 25 0.874 2.0 ---- 13.0 ---- ---- -0.02 0.00 8.9 ---- -0.09 0.00 12.5 24 25 2.00 L ---- 13.0 ---- ---- -6.0 0.14 6.9 ---- -12.5 0.53 12.5 150 26 0.674 4.0 ---- 11.0 ---- ---- -0.02 0.87 9.9 ---- -0.09 0.67 13.9 25 26 27.50 2L2BR ---- 11.0 ---- ---- -6.0 0.96 9.9 ---- -12.5 3.74 13.9 150 11 0.874 15.0 ---- 11.0 ---- ---- -0.02 0.00 10.8 ---- -0.09 0.00 17.6 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node 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=GatVIV, X= X, Y= Y, Z: The maximum velocity of water flow occurs in pipe 1 at 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 14.17 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt DATE: 8/29/2017 S:\2017\31586\CALL\3818.rdf Page 4 PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C I 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 0.01 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.07 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 52.2 psi and a 7 minute flow of 221 gal. and a 10 minute flow of 315.1 gallons. The minimum pressure at any node is 7.6 psi at node 14. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 8/29/2017 S:\2017\31586\CALL\3818.rdf Page 5 ra7imon crtn nr v nrC � 75.0 A 1 67.5 p I R60.0 1 S52.5 D S I U45.0 R I E37.5 I r (30.0 B P s22.5 7 1 15I.0 7.5 0' C4 8 12 16 20 24 28 32 36 40 FLOW (GPM) = 74.5 psi, Re:stuudt = ni.3 psi @ 2300 qpm r flowing) (2 sprinklers flowing) = Available WatC = Available Water Supply 74.5 psi @ 18.0 c74.5 psi @ 31.5 qpm Required WateD = Required Water Supply 30.7 psi @ 18.0 c52.2 psi @ 31.5 gpm DATE: 8/29/.2017 S:\2017\31586\CALC\3818.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 3816 10W TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 8/29/2017 File No: 31586 Data File Name: 3818.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. I Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Intl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi 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 20.0 18.0 18 25.0 74.5 51.9 1 20.0 18.0 18 25.0 74.5 51.9 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 8/29/2017 S:\2017\31566\CALC\3818.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 51.9 ---- 25.0 6.06 51.9 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 45.9 ----- 0.17 0.00 45.9 2 101 1,00 -4.0 -2.0 ---- ---- 25.0 0.17 45.9 ---- 25.0 0.17 45.9 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.17 0.00 41.7 ---- 0.17 0.00 41.7 3 102 70.00 3L ---- -2.0 ---- ----- 25.0 3.45 41.7 ---- 25.0 3.45 41.7 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 38.3 ---- 0.04 0.00 38.3 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 38.3 ---- 25.0 0.37 38.3 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 36.2 5 0.05 1.73 36.2 5 104 2.00 L ------ 2.0 -5 5 20.0 0.48 36.2 5 20.0 0.48 36.2 150 105 1.101 5.0 ---- 4.0 ----- ---- 0.07 0.87 34.8 ---- 0.07 0.87 34.8 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 34.8 ---- 20.0 0.07 34.8 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 31.8 ---- 0.07 0.00 31.8 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 1.16 31.8 ---- 20.0 1.16 31.8 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.07 3.03 27.6 ---- 0.07 3.03 27.6 8 10 6.50 L ---- 11.0 ---- ---- 20.0 2.20 27.6 ---- 20.0 2.20 27.6 150 11 0.874 4.0 ---- 11.0 ---- ---- 0.21 0.00 25.4 ---- 0.21 0.00 25.4 9 11 50.00 B7R ---- 11.0 ---- ---- 8.7 2.70 25.4 ---- 8.7 2.70 25.4 150 12 0.874 10.0 ---- 11.0 ---- ---- 0.04 0.00 22.7 ---- 0.04 0.00 22.7 10 12 24.00 3R ---- 11.0 ---- ---- 8.7 1.21 22.7 ---- 8.7 1.21 22.7 150 13 0.874 3.0 ----- 11.0 ---- ---- 0.04 0.00 21.4 ---- 0.04 0.00 21.5 11 13 3.50 B ---- 11.0 ---- ---- 0.0 0.00 21.4 ---- 0.0 0.00 21.5 150 14 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 21.4 ----- 0.00 0.00 21.5 12 13 5.00 B ---- 11.0 ---- ---- 8.7 0.36 21.4 ---- 8.7 0.36 21.5 150 15 0.874 3.0 ---- 11.0 ----- ---- 0.04 0.00 21.1 ---- 0.04 0.00 21.1 13 15 18.50 2R ---- 11.0 ---- ---- '8.7 0.92 21.1 ---- 8.7 0.92 21.1 150 16 0.874 2.0 ---- 11.0 ---- ---- 0.04 0.00 20.2 ---- 0.04 0.00 20.2 14 16 14.00 2R ---- 11.0 ---- ---- 12.8 1.47 20.2 ---- 12.8 1.47 20.2 150 17 0.874 2.0 ---- 11.0 ---- ---- 0.09 0.00 18.7 ---- 0.09 0.00 18.7 15 17 6.50 R ---- 11.0 ---- ---- 12.8 0.69 18.7 ---- 12.8 0.69 18.7 150 18 0.874 1.0 ---- 11.0 4.71 20.0 0.09 0.00 18.0 20.0 0.09 0.00 18.0 16 18 5.00 B ---- 11.0 4.71 20.0 -7.2 0.25 18.0 20.0 -7.2 0.25 18.0 150 19 0.874 3.0 ---- 11.0 ---- ---- -0.03 0.00 18.3 ---- -0.03 0.00 18.3 17 19 2.00 L ---- 11.0 ---- ---- -7.2 0.19 18.3 ---- -7.2 0.19 18.3 DAtE: 8/29/2017 S:\2017\31586\CALL\3818.rdf Page 3 150 20 0.874 4.0 ---- 13.0 ---- ------0.03 0.87 17.6 --- -0.03 0.87 17.6 1.8 20 56.00 L5R ---- 13.0 ---- ---- -7.2 2.04 17.6 ---- -7.2 2.04 17.6 150 21 0.874 9.0 ---- 13.0 ---- ---- -0.03 0.00 19.6 - -- -0.03 0.00 19.6 19 21 14.00 B3R ---- 13.0 ---- ---- --7.2 0.63 19.6 --- -7.2 0.63 19.6 150 22 0.874 6.0 ---- 13.0 ---- ---- -0.03 0.00 20.2 ----- -0.03 0.00 20.2 20 22 56.00 B6R ---- 13.0 ---- ---- 4.1 0.73 20.2 ---- 4.1 0.73 20.2 150 23 0.874 9.0 ---- 13.0 ---- ---- 0.01 0.00 19.5 ---- 0.01 0.00 19.5 21 23 2.00 L ---- 13.0 ---- ---- 4.1 0.07 19.5 ---- 4.1 0.07 19.5 150 24 0.874 4.0 ---- 11.0 ---- ---- 0.01 0.87 20.3 ---- 0.01 0.87 20.3 22 24 5.50 LB ---- 11.0 ---- ---- 4.1 0.14 20.3 ---- 4.1 0.14 20.3 150 16 0.874 7.0 ---- 11.0 ---- ---- 0.01 0.00 20.2 ---- 0.01 0.00 20.2 23 22 8.00 2R ---- 13.0 ---- ---- -11.3 0.73 20.2 ---- -11.3 0.73 20.2 150 25 0.874 2.0 ---- 13.0 ---- ---- -0.07 0.00 21.0 ---- -0.07 0.00 21.0 24 25 2.00 L ---- 13.0 ---- ---- -11.3 0.44 21.0 -- - -11.3 0.44 21.0 150 26 0.874 4.0 ---- 11.0 ---- ---- -0.07 0.87 22.3 ---- -0.07 0.87 22.3 25 26 27.50 2L2BR ---- 11.0 ---- ---- -11.3 3.09 22.3 ---- -11.3 3.09 22.3 150 11 0.874 15.0 ---- 11.0 ---- ---- -0.07 0.00 25.4 ---- -0.07 0.00 25.4 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 Fitting Code Letters: Node Notes Pape 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 10.70 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt DATE: 8/29/2017 S:\2017\31586\CALC\3818.rdf• Page 4 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. 50061444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.09 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.02 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 51.9 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 17.6 psi at node 20. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 8/29/2017 S:\2017\31586\CALL\3818.rdf Page 5 75 67.! P 60.1 R E 52.; S S 45.( U R 37.1 E 30.( P 22.E S I 15.0 7.5 0.0 WATER SUPPLY CURVE 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 25.0 gpm 74.5 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 51.9 psi @ 25.0 gpm 51.9 psi @ 25.0 gpm DATE: 10/30/2018 S:\2017\31586\CALC\3818 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 3818 ALT. 10$ TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA I Date: 10/30/2018 File No: 31586 Data File Name: 3818 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 & 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. 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. 14 18.0 74.5 36.5 14 31.5 74.5 58.5 DATE: 10430/2018 S:\2017\31586\CALL\3818 ALT.rdf Page. 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * I 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 (PST)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 18.0 3.29 36.5 ---- 31.5 9.27 58.5 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 33.2 ----- 0.26 0.00 49.2 2 101 1.00 -9.5 -2.0 ---- ----- 18.0 0.38 33.2 ----- 31.5 1.06 49.2 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.36 0.00 23.3 ---- 1.06 0.00 38.7 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 23.3 ---- 31.5 5.30 38.7 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 21.4 ---- 0.06 0.00 33.4 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 21.4 ---- 31.5 0.56 33.4 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 19.5 5 0.08 1.73 31.1 5 104 2.00 L ---- 2.0 -5 5 13.0 0.21 19.5 5 26.5 0.80 31.1 150 105 1.101 5.0 ----- 4.0 ---- ---- 0.03 0.87 18.4 ---- 0.11 0.87 29.4 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.03 18.4 ---- 26.5 0.11 29.4 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 15.4 ---- 0.11 0.00 26.3 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.52 15.4 ---- 26.5 1.95 26.3 150 10 1.101 10.0 ---- 11.0 ---- ----- 0.03 3.03 11.8 ---- 0.11 3.03 21.3 8 10 6.50 L ----- 11.0 ---- ---- 13.0 0.99 11.8 ---- 26.5 3.70 21.3 150 11 0.874 4.0 ----- 11.0 ---- ---- 0.09 0.00 10.8 ---- 0.35 0.00 17.6 9 11 50.00 B7R ----- 11.0 ---- ---- 7.0 1.79 10.8 ---- 14.0 6.48 17.6 150 12 0.874 10.0 ---- 11.0 ---- ---- 0.03 0.00 9.0 ---- 0.11 0.00 11.1 10 12 24.00 3R ---- 11.0 ---- ---- 7.0 0.81 9.0 ---- 14.0 2.92 11.1 150 13 0.874 3.0 ---- 11.0 ---- ---- 0.03 0.00 8.2 ---- 0.11 0.00 8.2 11 13 3.50 B ---- 11.0 ---- ---- 13.0 0.61 8.2 ---- 13.0 0.61 8.2 150 14 0.874 3.0 ---- 11.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 12 13 5.00 B ---- 11.0 ---- ---- -6.0 0.18 8.2 ---- 1.0 0.01 8.2 150 15 0.874 3.0 ---- 11.0 4.71 ---- -0.02 0.00 8.4 13.5 0.00 0.00 8.2 13 15 18.50 2R ---- 11.0 4.71 ---- -6.0 0.46 8.4 13.5 -12.5 1.81 8.2 150 16 0.874 2.0 ---- 11.0 ---- ---- -0.02 0.00 8.9 ---- -0.09 0.00 10.0 14 16 14.00 2R ----- 11.0 ---- ---- -2.7 0.08 8.9 ---- -5.6 0.32 10.0 150 17 0.874 2.0 ---- 11.0 ---- ---- -0.01 0.00 9.0 ---- -0.02 0.00 10.4 15 17 6.50 R ---- 11.0 ---- ---- -2.7 0.04 9.0 - -- -5.6 0.15 10.4 150 18 0.874 1.0 ---- 11.0 ---- ---- -0.01 0.00 9.0 ---- -0.02 0.00 10.5 1.6 18 5.00 B ---- 11.0 ---- ---- -2.7 0.04 9.0 ---- -5.6 0.16 10.5 150 19 0.874 3.0 ---- 11.0 ---- ---- -0.01 0.00 9.0 ---- -0.02 0.00 10.7 17 19 2.00 L ---- 11.0 ---- ---- -2.7 0.03 9.0 ---- -5.6 0.12 10.7 DATE: 10/30/2018 S:\2017\31586\CALC\3818_ALT.rdf Page 3 J 150 20 0.874 4.0 ---- 13.0 ---- ---- -0.01 i 0.87 8.2 ---- -0.02 0.87 9.9 18 20 56.00 L5R ---- 13.0 ---- ---- -2.7 0.33 8.2 ---- -5.6 1.30 9.9 150 21 0.874 9.0 ----- 13.0 ---- ---- '-0.01 0.00 8.5 ---- -0.02 0.00 11.2 19 21 14.00 B3R ---- 13.0 ---- ---- -2.7 0.10 8.5 ---- -5.6 0.40 11.2 150 22 0.874 6.0 ---- 13.0 ---- ---- -0.01 0.00 6.6 ---- -0.02 0.00 11.6 20 22 56.00 B6R ---- 13.0 ---- ---- 3.3 0.49 8.6 ---- 6.9 1.90 11.6 150 23 0.874 9.0 ---- 13.0 ----- ---- 0.01 0.00 8.2 ---- 0.03 0.00 9.7 21 23 2.00 L ---- 13.0 ---- ---- 3.3 0.05 8.2 ---- 6.9 0.18 9.7 150 24 0.874 4.0 ---- 11.0 ---- ---- 0.01 0.87 9.0 ---- 0.03 0.87 10.4 22 24 5.50 LB ---- 11.0 ---- ---- 3.3 0.09 9.0 ---- 6.9 0.37 10.4 150 16 0.874 7.0 ---- 11.0 ---- ---- 0.01 0.00 8.9 ---- 0.03 0.00 10.0 23 22 8.00 2R ---- 13.0 ---- ---- -6.0 0.23 8.6 - -- -12.5 0.88 11.6 150 25 0.874 2.0 ---- 13.0 ---- ---- -0.02 0.00 8.9 ---- -0.09 0.00 12.5 24 25 2.00 L ---- 13.0 ---- ---- -6.0 0.14 8.9 ---- -12.5 0.53 12.5 150 26 0.874 4.0 --- 11.0 ---- ---- -0.02 0.87 9.9 ---- -0.09 0.87 13.9 25 26 27.50 2L2BR ---- 11.0 ---- ---- -6.0 0.96 9.9 ---- -12.5 3.74 13.9 150 11 0.874 15.0 ---- 11.0 ---- ---- -0.02 0.00 10.6 ---- -0.09 0.00 17.6 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node 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 13.25 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 23.19 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt DATg: 10/30/2018 S:\2017\31586\CALC\3818_ALT.rdf Page 4 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 0.09 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.16 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 58.5 psi and a 7 minute flow of 221 gal. and a 10 minute flow of 315.1 gallons. The minimum pressure at any node is 7.6 psi at node 14. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 10/30/2016 8:\2017\31586\CALC\3818 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 3818 ALT. 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 10/30/2018 File No: 31586 Data File Name: 3818 ALT.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(20x2O) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 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 18 25.0 74.5 58.0 1 20.0 18.0 18 25.0 74.5 58.0 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. -DATE: 10/30/2018 S:\2017\31586\CALC\3818_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 58.0 ---- 25.0 6.06 58.0 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 51.9 ---- 0.17 0.00 51.9 2 101 1.00 -9.5 -2.0 ---- ---- 25.0 0.69 51.9 ---- 25.0 0.69 51.9 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.69 0.00 41.7 ---- 0.69 0.00 41.7 3 102 70.00 3L ---- -2.0 ----- ---- 25.0 3.45 41.7 ---- 25.0 3.45 41.7 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 38.3 ---- 0.04 0.00 38.3 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 38.3 ---- 25.0 0.37 38.3 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 36.2 5 0.05 1.73 36.2 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 36.2 5 20.0 0.48 36.2 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 34.9 ---- 0.07 0.87 34.8 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 34.9 ---- 20.0 0.07 34.8 150 106 1.101 0.0 ----- 4.0 ---- ---- 0.07 0.00 31.8 ---- 0.07 0.00 31.8 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 1.16 31.8 ---- 20.0 1.16 31.6 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.07 3.03 27.6 ---- 0.07 3.03 27.6 8 10 6.50 L ---- 11.0 ----- ---- 20.0 2.20 27.6 ---- 20.0 2.20 27.6 150 11 0.874 4.0 ---- 11.0 ---- ---- 0.21 0.00 25.4 ---- 0.21 0.00 25.4 9 11 50.00 B7R ---- 11.0 ---- ---- 8.7 2.70 25.4 ---- 8.7 2.70 25.4 150 12 0.874 10.0 ---- 11.0 ---- ---- 0.04 0.00 22.7 ---- 0.04 0.00 22.7 10 12 24.00 3R ---- 11.0 ---- ---- 8.7 1.21 22.7 ---- 8.7 1.21 22.7 150 13 0.874 3.0 ---- 11.0 ---- ----- 0.04 0.00 21.5 ---- 0.04 0.00 21.5 11 13 3.50 B ---- 11.0 ---- ---- 0.0 0.00 21.5 ---- 0.0 0.00 21.5 150 14 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 21.5 ---- 0.00 0.00 21.5 12 13 5.00 B ---- 11.0 ---- ---- 8.7 0.36 21.5 ---- 8.7 0.36 21.5 150 15 0.874 3.0 ---- 11.0 ---- ---- 0.04 0.00 21.1 ---- 0.04 0.00 21.1 13 15 18.50 2R ---- 11.0 ---- ---- 8.7 0.92 21.1 ---- 8.7 0.92 21.1 150 16 0.874 2.0 ---- 11.0 ---- ---- 0.04 0.00 20.2 ---- 0.04 0.00 20.2 14 16 14.00 2R ---- 11.0 ---- ---- 12.8 1.47 20.2 ---- 12.8 1.47 20.2 150 17 0.874 2.0 ---- 11.0 ---- ---- 0.09 0.00 18.7 ---- 0.09 0.00 18.7 15 17 6.50 R ---- 11.0 ---- ---- 12.8 0.69 18.7 ---- 12.8 0.69 18.7 150 18 0.874 1.0 ---- 11.0 4.71 20.0 0.09 0.00 18.0 20.0 0.09 0.00 18.0 16 18 5.00 S ---- 11.0 4.71 20.0 -7.2 0.25 1B.0 20.0 -7.2 0.25 18.0 150 19 0.874 3.0 ---- 11.0 ---- ---- -0.03 0.00 16.3 ---- -0.03 0.00 18.3 17 19 2.00 L ---- 11.0 ---- ---- -7.2 0.19 18.3 ---- -7.2 0.19 18.3 DATE: 10/_j30/2018 S:\2017\31586\CALC\3818-ALT.rdf- Page ., 3 - - 150 20 0.874 4.0 ---- 13.0 ---- ---- -0.03 0.67 17.6 ---- -0.03 0.87 17.6 18 20.56.00 L5R ---- 13.0 ---- ----� -7.2 2.04 17.6 ---- -7.2 2.04 17.6 150 21 0.874 9.0 ---- 13.0 ---- --- i-0.03 0.00 19.6 ---- -b.b3 0.00 19.6 19 21 14.00 B3R ---- 13.0 ---- ---- -7.2 0.63 19.6 ---- -7.2 0.63 19.6 150 22 0.874 6.0 ---- 13.0 ---- ---- -0.03 0.00 20.3 ---- -0.03 0.00 20.3 20 22 56.00 B6R ---- 13.0 ---- ---- 4.1 0.73 20.3 ---- 4.1 0.73 20.3 150 23 0.874 9.0 ---- 13.0 ---- ---- 0.01 0.00 19.5 ---- 0.01 0.00 19.5 21 23 2.00 L ---- 13.0 ---- ----- 4.1 0.07 19.5 ---- 4.1 0.07 19.5 150 24 0.874 4.0 ---- 11.0 ---- ---- 0.01 0.67 20.3 ---- 0.01 0.87 20.3 22 24 5.50 LB ---- 11.0 ---- ---- 4.1 0.14 20.3 ---- 4.1 0.14 20.3 150 16 0.874 7.0 ---- 11.0 ---- ---- 0.01 0.00 20.2 ---- 0.01 0.00 20.2 23 22 8.00 2R ---- 13.0 ---- ---- -11.3 0.73 20.3 ---- -11.3 0.73 20.3 150 25 0.874 2.0 ---- 13.0 ---- ---- -0.07 0.00 21.0 ---- -0.07 0.00 21.0 24 25 2.00 L ---- 13.0 ---- ---- -11.3 0.44 21.0 ---- -11.3 0.44 21.0 150 26 0.874 4.0 ---- 11.0 ---- ---- -0.07 0.87 22.3 ---- -0.07 0.87 22.3 25 26 27.50 2L2BR ---- 11.0 ---- ---- -11.3 3.09 22.3 ---- -11.3 3.09 22.3 150 11 0.874 15.0 ---- 11.0 ---- ---- -0.07 0.00 25.4 ---- -0.07 0.00 25.4 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 DATE: 10/10/2018 S:\2017\31586-\CALC\3818-ALT.rdf: ,' Page 4 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 1.06 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 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 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 0.01 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 58.0 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 17.6 psi at node 20. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 10/ o 30/201B.'S:\2017\31586\CALC\3818 ALT.rdf Page 5 WATER SUPPLY CURVE 75 67.! P 60.1 R E 52 . S S 45.( U R 37.E E 30.( ( P 22. S 1 15.0 ) 7.5 0.0 04 8 12 16 20 24 28 32 36 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (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 58.0 psi @ 25.0 gpm 58.0 psi @ 25.0 gpm 40