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FCMP2018-0007 Griffin Ranch Plan 5 Rev 1Project Details PROJECT NUMBER F City of La Qu i nta FCM P2018-0007 �VI'T4� Description: GRIFFIN RANCH / MASTER PLAN TYPE 5 / 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: Project Surnma CASE OPEN OPEN Ag ❑AYS ' COMPLETED REVIEWS 2 ACTIONS 1 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: Tuesday, January 24, 2023 12:08:24 PM 1 of 3 CENTRALSQLIARE Project Details PROJECT NUMBER F City of La Qu i nta FCM P2018-0007 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) AR GEDGEDGALEZ 11/6/2018 11/20/2018 11/21/2018 REV 1 CONDITIONS TO REMAIN. Printed: Tuesday, January 24, 2023 12:08:24 PM 2 of 3 CENTRALSQLIARE Project Details PROJECT NUMBER F City of La Qu i nta FCMP2018-0007 �VI'T4� 1ST PERMIT I ARMANDO TECHNICIAN (1DAY) I MAGALLON 11/6/2018 1 11/6/2018 1 11/6/2018 1 COMPLETE D INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED CVWD Domestic Water CVWD Domestic Water DOC 12/8/2021 JOSE DELGADO System Flow Analysis - System Flow Analysis - 0 Hydraulics Calculation Hydraulics Calculation Report.pdf Report.pdf DOC 12/8/2021 JOSE DELGADO Fire Review FCMP2018-0007.pdf 0 Application.pdf DOC 12/8/2021 JOSE DELGADO FCMP2018-0007.pdf FCMP2018-0007_1.pdf 0 Printed: Tuesday, January 24, 2023 12:08:24 PM 3 of 3 CENTRALSOIJARE r yweiin 006 Rev, I Model RFC30 (SIN RA0611) CU I� !Model RFC43 (SIN RA0612) R 11abi Model RFC49 (SIN RA061 G) Residential Flat Concealed Sprinklers = A Residential Fit Concealed SwInklerenglneeredfor a minimum design density of 0.05 gpmff with low G P it l requ lrelmerft Features 1. Very low water flow requirements. 2. Cover plate attachment (Plain or Perforated) VV h 112" (t3rr m) Total add istment. 3. Thread-On/Thread-Off or Push-OnfThread Off corer attachment option. 4. Smooth aesthetic ceiling profile. 5. Available in brass, chrome and black plated or painted finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers Plain Cover Plate UL Guide Number VKKW , Product Description { Model RFC30, RF043 and RFC49 Concealed Residen- tial S rinklem are as r p fast expanse re�idenlial fusible solder �.,{ ' •+�;1'�' link automatic sprinklers- Reslderr W sprinklers differ from standard sprinklers primarily in Their response time and water distribution patterns. Perforated Cover Plate Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hernisphericai pattern below the sprinkler de- and positively attaerfed and blends into the ceiling, oon- 'lector. Residential distritxdion patterns are higher and pealing the mast dependatale fire protection available, an generally contain a finer Omplet size than 91widard sprin- automatic sprinkler system, kler patterns. The FiFC30, RF043 and RFC49 are UL Ltsted Residen- The combirtation of speed of operation and high dis- tial Sprinklers to be installed In the reeidercial portions charge pattern required for residential sprinklers has of any occupancy in accordance with NFPA 13, 13R, & demonstrated, in fire testing, an ability for controlling 13a, residential fires, andthereby providing significant evacu- The RRC-2-0, RF:C43 and RF049 can reditee the need ationtirnefor occupants. for precise cutting of drop nipples, The threaded cover The RFC30, RFC4-3 and RFC49 Sprinklers provide the glare assembly can be adjusted withotg tools to fit ac- bes'ttorm off ire prctec6on by combining an attractive ap- cLrately against the ceiling. The fire pt'ntection system pearance ana 312° 113mm) cf cover adjustment for ease need not be shut down to adjust or remove the Inver of installation. The smah diameter cover plate is easiiy plate assembly. The Refute Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Model Thread Nominal sprinkler GCP Assembly Max. Ambient Max. (SIN) Size Ortfice Temp1Ratin Tem Latin P g Temp, Factor Pressure Inch (mm) Inch (mm) psi (bar) of 4C �P oc of pC j RFC 30 (RA0611 (8,2) 155 74 1 3u ? 100 $8 3 043.21 175 (12) RFC 43 (r eC4612) :2 ,s"'M; I,r,L 74 1-.7 H7 100 38 4.3r52 175(12) I PFCH�FC 49 1G) 165 74 135 a ' 100 36 4.(a(70.4j ] 17(RAJ;_ C] N[1tr S bar -. 100 Kpr1 RFC 30 Ordinary Temp. Rating Max. Coverage Max. Spacing 1654F/74`G { } Top of Deflector Installation MiniMLlm I area IFt x Ft (rrl x Iit) i Ft (m) Flow Pressure to Ceiling Inch (imam) Tye spacing Ft f m) ---- ----------------------- ----------- - ------------ ----- GPM(LJmin) PSI (bar) -------------------------------- --,_...---,........--................._........._...._.._._..__..__....�..._... _._...._..-.........._- ......................------1 12 x 12 (;3,F,' x ,',5' I 12 i3,� 9 i,`4. 11 9.0 r0,621 Smooth CelinL38 L" to 1 (-13 m -25 A, =sarra 1 Cei r,gs par NFPA 1.-30, 13R or 14 x 34 (4„ sx 4,3) 1, 14 ,;4,8 t0 (37,8'j 1.0 (0,76i 13 insta;i©d ,n baaIT181/2 to i '113 to 25-4) For Ceiling tube s refer 7o INFRA 13. 13R cr 13D RFC 43 Ordinary Temp. Rating Max. Coverage Max.Spacing (1fi5°FIi4°C) Top of Defiector inytaliativn I Minimum area Ft x Ft (m x M) Ft (n7) to Ceiling Inch (mt11) Spacing Type Ft (m) Flow Pressure GPM (Umirl) PSI (bar) 12 x 12 i;3,�] x3,6; 12 (3 ,ni ] (4,2 8 (�. 54:'- - - Smooth C6dhas to 1 (13 to 25.4) - I i 14x'14.(4.3x•",3] rl(4, 13;•".?) 91 16 x 16 (4,9 x 4;9; 16 (4,gi 13;4;?� t3eamed COinps per NFPA 13G, 13R or 13 installed in bewns'!z to 1(13 io 25.4; Cori cep. ler,+ 8 ;2,C 18 x 18 1J,5 x 5,5,1- 18 (+,,5j 18 (C€s1 ..17..5 t1,21). - i 20 x ?0 (8 1 x 6111 2C (B,1 i 21 (7'P) 23.6!1,n4; rcr Galin g types refer to NFPA 13. 13R x 13D RFG 49 Ordinary Temp. Rating Max. Coverage Max, Spacing e (165 Ff74 C).__^ Top of Deflector Installaflon minim rn: area Ft (m) to Ceiling Type Spacing . Flow- Pressure Ft x Ft ( in x m) Inch { mm) Ft (rn) FM Lfr1�i1 t P51 bar 12 x 12 (3,6 A 2! 6) (3;61 13 (40j 7 0 e0,48) 14 x 14 (4,3 3e 4: &IL 14 (4,8i 13 (4LI '0 ([1,48} Smooth Ce hngs :,� to 1(1,3 to 25.4'; iB x 1614,0 x 4?; 16 (4. 4) 13 40.) 7.0;0,4sl Beamed CciIinoz ,)er SPA 1j'Ci. '13R or 13 ,nstallecl in reams 3� to 1 (i3 to 25.411 Crnr,2aler,' t (?,4.1 18 x 18 (),5 x 5,5) ' d (5,5j 17 (84,3} 12.0 0,933; 20 x 20 (6.1• x 8,1) 20 (6,11 20 (;'t=,737 16.111,14' For Cel,i g tyflei r,,fer to NFPA 13, 13R er 13D Bimstin 135 qev. L CC Nbdd F1 ReeideftU Sprinll for labi i ` n Den ' of .� i 9 �Y 9l r- i IIll del F1 Res Sprir*Je 9wgineered for the lowestfbrvs to most the minimum design density of AS WmM Types;---�---- F1 rasa 30 P01jent - - 2. F1 Pee 80 used PencerrT--2 a'j' 3. F1 Flea ;3013esessed PencenF-P 4. F1 Pies 49 Pa-lderlt NW 5. F1 Res 49 Aeoessed PencerrFl 6. F1 FM 49 RD=Sed PehcanrF-P 7. F1 ryes 58 Pa`1derlt F 1 Fier 30; 49, 5E % 76 F1 F>as 30, 4*, 58 & 75 8. F1 Fes 58 Rammed PercwTF1 Recessed Pendent /F1 Receesez Oendert ("P Res SE H5VA 9. F1 Fees 58 Razegsed PencmFP -0. F1 Res 76 Punt 1. F-1 Films 76 Re_vmed ParmuF1 :r -2. F1 Rl s 76 Re :eased PencerrFP -3. F1 Res 30 MP Pendent V, " -4. F1 Res 49 (--'P P6�ndel-t -5. F1 Fes 58 CAP P?ndert -6. F1 Pc-, 76 MP P�:,ndert ?. F1 Res 44- HE1.1r F- Res 3�., 49,58 &78 F` Fes 44 & 5 8 � F1 1e3 44 StitiC 8. F1 Res 44 Re ad HSi1+irF2 C3P Pendam ReceessM HM F2 "9. F i Fes 58 H9V 20, 171 Aes 58 H�V/ HoriwrM31 Sidereal winW3 (F1,-, 5,6 & 7} Ere equate/ sdtrac- 21, KRes56 HSM ivo irAw a1Wva ceirrg u0n9c arro be used. 22, F1 Res 58 HSNV Rec--sad HSW,F2 The3rrr giess-bulb pender'raprinkw_ pff rR,.MetrcentLQe 23. F1 Res 44 SY'tC of residernia waia supples far spri *Jer Dwmge r esiderttial Listings & Apprmle tre p o-ect id&clg i. L stEd by UrdelwtitEx3 L9aCcra art nc and The b w1uw7l Paseprirk#ern aesecialy srlgimered folast to mij r'sspws-. to meal Ma %rohn -re pra6clivn appl,ca- UL 011Eed'or Canaca ,cULLs; tor, rceds ul U ftW ins darltal marled sta')Jlyda {UL 1ii$ Slana3j. leantre condbms, rmig heel causesasprrkerg Sprinklers fair.10 DerAAV. Refer to Bulletin 176 rie&-wneftwe derrom, gms bulbar Inkbau.UM rele_32nglre UL Usti ng Category wateru arwaiwttm rrtottle cstecior, sent' dismLmrg ire F1_esiver1i0AutomaJ-. Sprinkler di ha[gea> fertV acrlralaf , UL Guide Number TeehnkW Data: V Sdd * Trermal Se-isa. Solcered Elame,T. (urdo cr Vo`n nal 3,n'n glassl-,ulb Patents * Sprimiar Frame . BrasaCaslirg US Patent No. E,5160� applies 10 the Model F1 Res 49 * Sprirklers' P,essuie Rat ng : 175 pot &56 �encent Sprinklers Facto•y I-ydroslat Idly Tasted to 500 psi US Paten Nc. 7,35$,6B2 app ies Lo Model Fi Ias 44 &.58 . Trread [,2e. W'4PT ;R!/-.) HaNSprink ers • #[facto 5.0(a32](Aariat F1Fi�30Pendar$reWer US Paten No. 7.784,555 applies to 1~llocfEl F 1 Res 4451 4.9(i"W �. F1 Res49 PendatGprnfder Sprirdclers 53i 59 i F1Fles5BPsndan-&HW/G rnrder Product I)ewription 7.13(10WLch.4-F1Res?6PwdErt5VrnHer Made) F1 Ros Peril: spr *art-, TIgn 1, 2, 9, & 4) we f T 4A(33)(AcWJ)-F1 P6, 4-#SWS.•xiWer reWwspririV9oornbni-lgs�wlenrclrrabitry, hkyserstiv- * Derdiy- Minimim G D5 gpmfftz ay 0as-sailo 3rd Im prcAle ceoc':atim cWg't The F1 Pes The Reliable Automatic Sprinkler Co., Inc., 13 Fairview Park Drive, Elrmlord, New York 10523 Technical Oala; F1 Res 30 Pendent and Recessed Pendent (SIN R3511) Th1 ad Nominal Orsfico I Mwc Proumro ;Sovinklqpr Temp. 43otin fvia c Att&I�tcrli T Actual K ; Sprinklor Lratgth Ilea l CWMr1r6 I bass{Ex 3 'F' 1 "C "F I °C Factor inch fmr& - -- .......... _ -- - - - - - - _ i - - ---------- V I . frig!. i 4If,- P.21 i7.Fi (17) � 1 � � 1 o ; S6 ? � (43.2) 2.25 (57) Or4lnary Tamp. Rating ; Intvrmodato Tomp. Rating i rvi�c fi+linimlirn Maw, C4ac+mgoa1•taa �............_.._. t'T6FJT9`;0 P ToptllDaladoricCaiiing FtxFt(mxm) Fib Fmssursl S n� In& (mrW _-_- -Ft (m--GPM( !ruin 1 P94 (bto C_x_PM aimi"m = PSI [ seed._ .__..__.._.---------------- -------- -Ft [rift-- - 1 I q-_-.AhCiAnr !').tn'Lo17':, i2xf7t3,6x3,62'at 8 "3' ' TO ra46 I 8e30 i 70[u4!61 1 � _.• - i ] using . 2 e-c 0ch:-:cxt. _._.__.._._..-......_..__._..-...._...._._.,--.,..._.....,_„-..,,--.,....,. .. ,,.,., , I-.. _-....__.._ ...¢_.._.....__.........._..... _...}I.+ E3 i tailii1'Iu to 1a14 i (2. 4euamc�J C-�p f�' P:, 33n c d tin b,.a?!sidx910 i i7,$; {0.76;JS3 Si 11 U,7) j [3+.-to, 4-:4)wirx I F?c c;izgoon L rho= C:e;hng t{pus refer to NITA 13. ' air ar 1'dCl Technical Data: FIRes 49 Pendent and Recessed Penitent (SIN R3516) Thread Nominal Orifice may. Sprinkler Max, Actwl Sprinkler Size inch {mall) F'rwsure Tern . Ratipg Ambient Temp,._ K Length of _. _. .._._° .... -.-r=actor--- Inch jmmj > P! iRIz' I/ (11, 1?f ;12} 155 r66 `75 7;, 100 38 i5t, 55 4.9(70.B� 2.25(57i Ordinary Temp- RiMir-,g intermediate Temp. Rating Top of Deflector Rriknkmum Max. Coverage area Max. spacing W (IWFWC) 175°F179°C _-- to Ceiling Spacing Film Pressure Flow Pressure R x Ft(m x r11) Ft (m) loch (mm) Ft (m) _.._. ........_.......... _ --- --- GPA9 �I ht31r1 _KKbat !RII,(Umi�_ M(barl- -- - - -- —� ...�.�.._. _... 12 x 12 (3.6 x 3,S} 2 f c'1 13(49) 70 (0.43) 15 (49} 7.0 (0,48} Sm poli C Hildtgs; 1%to 4 (31 Ito 102.) L19% F? e&xutcho.c4n. 14 x 14 (4,3 x 4,3) 4 r 4.,31 1 3 (491 7 0 (0,43) 1,a (�uj 7 0(G,PB) 1 to ; (254 P)1C2' usi.^.y ri nett Csi ^ is pHr NFPA ' 6 (4 9) ' : {4Rj 7 0 (YAfs} 1.3 (49j 7.D -0,t81 ---------- - - - - ....._ ..... - ----- - - -- 13D, 13R of 13 insL il[ed in 18 x 18(5. x 5,5j 8 (r ,5) 17 i[;t,3j 12 {0'83j 7;64,3! 12 (G.$a a{-arri 1 :2ic -m (3' 710 r n 4j using =r @3CIJ:Cr1f,0 i, i 2L'x20(6j1x6,1j 2C(6,1) _." 7i 16>'(1:14 20 ?} -6,Y.1'4,- a ?25.4 is 44.4' USir:g F1 e:i:uic3 Fo= Cei:ng l pea rota to NFPA 13.13r, c 130 HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 8/15/17 Location CALC AREA 2 Number of Sprinklers 2 Basis of Design 1, DENSITY .05 gpm/Sq.ft. 2. DESIGNED AREA OF DISCHARGE 512 s .ft. System Demand 1. WATER FLOVlr RATE 31.0 gpm 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 49.2 psi Installed By Fire Sprinkler Systems, Inc. HYDRAULIC NAMEPLATE N.T.S. PRESSURE REGULATOR TO BE SET AT 60 PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE 10� 2' ELEV. CONTROL BALL VALVE FINISH GRADE 0' ELEV. 1'/4" COPPER L Y," MASTER METER 8LMJ 9.5 PSI LOSS 1'I" PVC METER 1" COPPER�rn C 70' MAX 30' ii1AX -2' ELEV. 142 11)1 -2 ELEV. ALT. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE Or&Y) 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 VIRE 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. NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER U.L. LISTED. 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION. 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY 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 AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT FIXTURES, CEILING FANS, ETC. OR IN ACCORDANCE WITH TABLE 8.2.5.3.2 AND SECTION 8.2.5-1. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 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 BE REQUIRED TO BE PROVIDED IN ACCORDANCE WITH 5-1.1.2, 16_ NFPA13D 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 T 104 Z ELEV. CONTROL BALL VALVE FINISH GRADE 0' ELEV. 1'/4" COPPER L 1" METER 4 PSI LOSS 1'/d" PVC I" COPPER K MAIN METER 103 70' MAX 30' MAX 10D -2' ELEV. 102 101 -2 ELEV. -2 ELEV. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) 1 AVENUE 51 W z C J AVENUE 52 Vul z: O w AVENUE 53 w a AVEENUE 54Lo � rz w b C ►dR.��' z AVENUE IICINITY MAP AIRPORT BLVD cD �n NT'S VICINITYMAP N.T.S. GRIFFIN RANCH MASTER PLANS TRACT 32879 * PLAN 4154 LA QUINTA, CA. AHJ: CITY OF LA QUINTA LEGAL DESCRIPTION OCCUPANCY: R31U CONSTRUCTION: V-B STORIES: 1 BUILDING AREA: 4,832 SQFT. FIRE SPRINKLER SYSTEM: DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL RESIDENTIAL WITH A ,05 DENSITY WITHIN AREAS, SCOPE OF WORK: -IRE SPRINKLER DESIGNEE} AND INSTALLED PER 2016 NFPA 13D ALL RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS RESIDENTIAL WITH A .05 DENSITY WITHIN ARFA,S- SCOPE OF WORK TO START AT BASE OF RISER (NODE 104), CPVC TO SYSTEM SPARE SPRINKLERS SHALL NOT BE REOUIRED TO BE PROVIDED PER 5.1.1.2 BUILDING SUMMARY i CONCEALED RES. PENDENT SPRINKLER + CONCEALED RES. PENDENT SPRINKLER RESIDENTIAL PENDENT SPRINKLER CHANGE IN ELEVATION RISER LOCATION (PER DETAIL) XX NODE POINT FOR CALCULATION % HANGER TIC DETAIL SYMBOL LEGEND APPROVAL. THE RLVERSIDE COUNTY FIRE DEPARTMENT HAS REVIEWED ANO APPROVED THE PLANS ASSOCLATEe7 WITH THE PERMITfCA%E NUMBER ASTER BELOW. APPROVED PLAN 1S VALID FOR ONE YEAR AND IS SUBJECT TO COMPLIANCE WITH APPLICABLE CODES FROM TIME OF APPROVAL AND PrQULR£D FIELD INS PEGTIONS. DATE: !l.11-40 Pr-RMIT/CAS APPROVAL STA GAUGE '/z'MAIN DRAIN VALVE l DRAI TO EXTERIOR RUBE R FACED CHECK VALVE 3 PSI OSS 1 t3 11' ELEV. FROM FINISH G /2 N rn UJ a F_ 3� q_, Q L x a, az w ¢ w Of ti o75 LU - m " m o Q 55 `r m r- ¢ ' r LICENSE NO.684600 CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION • 705 E. HAR%SON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX . 951-272.2535 • The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and chat any use of this set of plans is prohibited and is a vioiatlon Of copyright laws without first receiving permission from Fire a z W W 0 Z Lij V J W z W rn 4 QJ _ja ¢ Uj R C4 Q LU J 0 Q Of JOB NO: 31586 DATE: 8/15117 i DRAWN BY: M.N. 1'/4"CPVC RISE o�ECT 10N Co. C III ION 14-1I2" x 0" C_16 R ACCESS III * LICENSE NO, 684600 V Q OF CAL\F���� 512E - 24" X 36' STATIC 82.8 -10% = 74.52 PSI RESIDUAL 74.82 - 10%= 67.34 PSI 4' ELEV. FLOW 2,300 GPM WATER FL OW lNFORII9A RON u Lr--- ZELEV. RISER DETAIL N.T.S. SCALE N.T.S. ' IF SHEET 1S LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE. REDUCE ACCORDINGLY SHEET ID GENERAL NOTES SHEET FP1 OF FP3 V HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 8115117 Location CALC AREA 2 Number of Sprinklers 2 Basis of Design 1. DENSITY .05 gpm/sq.ft. 2. DESIGNED AREA OF DISCHARGE 512 sq.ft. System Demand 1. WATER FLOW RATE 31.2 gpm 2. RESIDUAL PRESSURE AT THE EASE OF THE RISER 51.1 psi Installed By Fire Sprinkler Sprinkler Systems, Inc. 0 Z 1-HR. AND 2-HR. GYPSUM WALL ASSEMBLY 1 OR 2 HOUR FIRE RATED THROUGH PENETRATION FIRESTOP FOR SINGLE PLASTIC PIPE THROUGH GYPSUM WALLS USING BLAZEMASTER CAULK & WALK F RATING =1-HR. AND 2-HR, T RATING =1-HR. AND 2-HR. DRAWING NOT TO SCALE 1, PRE -RATED GYPSUM WALLBOARDISTUD WALL ASSEMBLY A) THE F RATING =1 HOUR IF THERE IS ONE LAYER OF GYPSUM WALLBOARD, B THE F RATING = 2 HOUR IF THERE ARE TWO LAYERS OF GYPSUM WALLBOARD. VC TH ANNULAR SPACE RANGE SH LSE ,MIN.14' TO MAX P 3 8PIPE B NOM. 2" DIAM. {OR SMALLER C C PIPE, NOTE: FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS, 3. BLAZEMASTER CAULK & WALK - MIN. 10THICKNESS OF SEALANT APPLIED WITHIN OPENING, ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT MIN. V4' CROWN IS FORMED AROUND THE PENETRATING ITEM, NOTE: THE F & T RATINGS OF THE SYSTEM 15 EQUAL TO THE FIRE RATING OF THE WALE. ASSEMBLY. ULJeUL SYSTEM NO. WL2151 PLAN 4154 FIRE SPRINKLER PLAN SCALE: 1/41 = 1'-0l' I u f SIZE - SYSTEM PIPE: V4" thru 3" MATERIAL - CARBON STEEL. FINISH - MO. Galvanized. LISTING/APPROVAL- 203-EX 4231,EX 2561 FUNCTION - Support horizontal piping CPVC, Copper or Steel. Size W4" - 2" Prevents upward movement of pipe from pendent sprinkler discharge. Stabilize vertical piping. INSTALLATION - Per these instructions including NFPA 13, 13R, 13D and CPVG manufacturers instructions. install on horizontal or vertical mounting surrace- FASTENERS - UL Listed per NFPA 13 in WOOD: 3Wr - 3" CPVC PIPE - 4905 screw - no pre-drill- 314!'- 3" Steel and Copper pipe - #14 x 1 112" SIMS or in STEEL: min. 18 GA, 114"x1 Ie2' lag bolt- no pre -drill. 3l4" - 3" CPVC, Gopper and Steel pipe - 114" or*14 Tek Screw. FEATURES ' Offset edge eliminates abrasion. Retainer dimples secure hanger to pipe during installation. Required AFCON #905 screw included - 5116" hex head. ORDERING - Part 9 and pipe sae. CAN ALSO BE USED TO REPLACE - #500 Pipe Strap #520 Tin Strap Hang 510 FAST. SIZE DIM. 314 2.126 1 d4.32O 1 W 1 1l2 2 I12 Nominal Poe Size (in,) 1'A" 1'h" Z" 2V 3" WV 4" 5' 6" a - Steel pipe except threaded lightwall WA 12'-0' 12'-0' 15'-0" 1V-0" 15'4" 15-0" 15'-0" 1T-0" 15'-0' 1T-0" 151-Vi Threaded fghtwall steel NIA I Z-0" 12'-0' 1 Z-0" 12'-0" 12'-T 12'-0" NIA WA NIA NIA NIA pipe Copper tube 84" 8'4' 10'-0' 1T-0" 1P'-0" t2'-0' 12'-0" 1V-V 19-0" 16-0' 15'-0" 15'-0" CPVC 5-V 6'-0" 6'-B" 7'-0" 8'-0' 9-0' 10'-0" NIA NIA WA NIA WA PtAybutylene (IPS) WA 3`-V 4'-7" 3-0" 5-1 V WA NIA WA NIA NIA NIA NIA Poiybutylene (CTS) 2'-11" 3'-4" V-111 4'-5" 5'-5' NIA NIA NIA WA WA NIA NIA Ductile iron pipe NIA NIA NIA WA WA 15'-0' NIA NIA 15'-0" NIA 15'41" 15-0" AFCON 510 HANGER STEEL - COPPER - C.P. V. C. NOT TO SCALE �l� )1 SIZE - SYSTEM PIPE; 314" thru 2" n MATERIAL - Carbon Steel FINISH - Mil. Glavanized. LISTINGIAPPROVAL - -,UR6203-EX 423-1. EX 2551 PATENT - No, 6.648,278, FUNCTION - Support horizontal piping: CPVC, Copper or Steel. Provides listed verkallhorizontal restraint and prevents upward movement of pipe from pendent sprinkler discharge. Stabilize vertical piping. INSTALLATION - Per these instructions including NFPA 13. 13R, 13D and CPVC manufacturers instructions. Install on horizontal or vertical mounting surface. $nap over pipe then squeeze strap bade allowing pipe to slide freely. When #905 threads are exposed in wood, install #906 hacking nut FASTENERS - UL Listed per NFPA 13 WOOD - CPVC pipe - #906 screw- no re -drill. Copper and Steel pipe nd# 14SMS of lag114 "xlscrew- STEEL1/2 lag screw -no pre -drill. Thru 518" gypsum be - min. 18 GA. - CPVC, Copper and Steil pipe - 1I4" or #14 Tek Screw. CONCRETE: Required minimum load each fasterner = 5[w0+2501bs. 2 FEATURES " 1 1I2" Offset- loose fit allows pipe to slide. " Common center -line for 314" and V. " Offset edge eliminates abrasion- * AFCON #.905 screw included - 5116" hex head ORDERING - Part # and pipe size. AFCON #906 backing nut sold serparately. 4 Res[ra MCC5 OGW III`� h T I [®= HangeflReslrainef Nominal Pipe Size (in,) _ Y' 1" 11/" 134' 2" 21/" 3" 3y5" 4• 5' 5" 8' Steel pipe except threaded lightwali NIA 12'-0' 12'-0' 15-0' 15' 0- 15-0" 15'-V 15-0" 15'-0" 151-0' 15'-0" 16-F Threaded lightwall stool _ptlae - NIA 12'-0' 17-0" 17113' 1Z-0" 12' 0" 17-0" NIA WA NIA WA tllA Copper tube 81-0" 81-0' 10'-0' -9-& 1 T-0' 1 ZV 12'-0' 15'-0' 15'-V 16-0' 1 T-0" 15'-0' CPVC VmV V-0' VmV 7'-0" VmV 9-0" 10'-0" NIA NIA NIA NIA WA Polyhutylene (IPS) WA 3'-9' 4'-T' 5'-0" 5'-11' NIA NIA WA NIA NIA WA WA Polybutylene (CTS) 2'-11" 3'-4' 3'-t1' 4'-5" 5'-5" NIA NIA NIA NIA NIA NIA WA Ductile iron pipe WA NIA NIA NIA NIA 15'-0" NA NIA 15 0" NIA 1 T-0" 164" AFCON 514 HANGER STEEL - COPPED - C. P. V. C. j NOT TO SCALE lillze FLOOR AREA - 4.154 SOFT. TOTAL LIVING AREA - 4,154 SQFT. GARAGE AREA- 6�8 SQFT. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2016 FD. NOTES: 1. ALL HEAD SPACING TO BE 16'x16', UNLESS OTHERWISE NOTED. 2, ALL PIPES TO BE $/;' CPVC, UNLESS OTHERWISE NOTED. 3, PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA 13-9.3.4. 4. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5, SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sgft. AND LESS. (SECTION 8.6.2.) 6, SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL. OF THE FOLLOWING REQUIREMENTS; (1) THE AREA OF THE SPACE DOES NOT EXCEED 24sgft. (2) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. 9, 8.2.5-1.2 THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRUCTION- 10. 8.2.5.6 SHADOW AREAS SHALL. BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREA DO NOT EXCEED 15sgft (1.4 sqm) PER SPRINKLER. baize z N - � J LU 4 a U llU Elf m in 7 4 LL1 2 J W � a W T cT Q 4 L[7 G z �v v un MR111 SP SS INCm • LICENSE NO, 684600 • CUSTOM, TRACT MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION • 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272.2535 • The recipient of these plans hereby acknowledges that all pians, details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receivina oermission frorn Fire F— LU W 2 cn u7 Z Fo Fa o F-- C3 d Ct? [b C7 N U7 co U: LU Z CL fl- Lf] r rn lS] fJ} � r U Lu C.3 t - M co i5p Or O rn rn rn LL J 0�o® ' o Ca C7 rlU 1170 L7C� C] WU " �O �U �n- [] C7 u.: -1 � W � ¢ M on $ W W W Z� t=L. a I— LU °' } m c < J C'D � U of I — JOB NO: 31586 DATE- 8115117 DRAWN BY: M.N. ,ECT I ON C err, C ATION C-16 LICENSE NO. 684600 0F CA0Fa��` SIZE - 24" X 36' SCALE 114" = 1' IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID FIRE SPRINKLER PLAN SHEET FP2 OF FP3 U 0 Table R ° One Paint of Restraint MAX. Veruca! I MAx. one-Poirt _ f f Restraint RESTRAINT RESTRgi I fr ONE -POINT ONE -POINT R R NamNominal Pigs Size Less than Greater Phan ANSI Inches 100 psi 104 psi ❑N [6,9 bar] 16,9 bar) RN24 (i?,23 m) (Q15 m} t y,_a" O.-Q.. QN25 (4,34 in){i],Q3 m) t-f/d t'-4" 1'-4" pN40 • ONIIO (4.61 m) (0.30 rn) Tabir: S * Two Points of Restraint Nominal Pipe °S^ "s" Size Less than Qreaterthan ANSIlnches 100psi 1144psi DN 46,9 bar} (6,9bar) &R 4'-4" 3'-0" RM20 (1,22 m) (0,91 shy t 5'-4' 4'-41" ON32 (1;83 rn) (1,52 m) 7•-0'• r-a" DNAO - DN84 {2,13 m} (2,}3 m) s MAX Two -Point ANY QfSTR1dGE Vertical Restraint 1 RESTFtA1NT TWO-3a{]iNT .ailttlary ZPOS Garage installatlonSaeciticatfens Garag; Ins[aElalivn $peciEcafians shall only apply for llte inslarlation of UL Lksled 111aaeklasterO CPVC pipe and litlings In garages requiring sprinkler prvieclian per NFPA 13f3 and NFPq 13R. These Standards are defined in NFPA codes entitled 'One and Two Famiry Gwegings and Afahife Humes" and !n'Residerteal I?ccepanaes up EQ Paw Stories in HeighS'. As referenced b NFPA 13r3 $ettlon $.G.4,'Sprirlklers are not reouiredtRgareges, open attached porClreS, carports orsimilar sfruc[ares'The ins[alEatlon of TFP 6lazeldaster sprinkler pips and fsltitlgs Iw use in garages requiring sprirdsler protection per NFPA 13R is ugly applicable to the 11t Llsting dt this product. Regglramgnls for Pipe. Fittings. SnlVenl Ciaiileilt Systems, system E]eSign, In5lallauon, Freeze Protadfon, and Penalratinq Fbe Frelatctl WaJlB and Partipons are Covered in this instaktatitn and tecnnlcal nandpook. Please read these SeClidri5 oQ the manual Laretalfy Prior to designing or installing TFP $laxefdasler pipe and litlinps for garage installations. The irkgta[latEen 8f TFP glai9Maeter pipe and fitlinlis In garages requiring sprlhirlers is only va tlGted rid is not Glii Haled. • Itisialldtiap Requirements PrC[a^lipn: TFP $laaelriaster CPVC pipe and fittings shall be installed cpnCealed behind protection iAnsisBng of a minimum of one layer of'h' (hick gypsum wallboard nr'h'thick plywood. • Sprtnkl¢r Requirements: UL listed, qukck response, standard Leverage, pendent or sidatrall sprinkl ere with a 225°F (f o7'C] maximum temperature rati rig shall be uti fiord. All sprinklers shall pc installed per she nYdnu}asldrer's published instaeallon lrrstructlpns. • fnstdttapvn Standard: The Listing for Garage Installations chalk uertaln to !hose pGGupanCleS defined by NFPA 13R. Sli6enrlllsers In acterdancg with the UL Listing, TFP glaxaMaacer CPUG pipe and hlGngs may he used as system risers in accordance with NFPA 13,131) and 13R when suhiact In lheialbvdng addilidlal ifmlia[ions t- When instated protected (toraxaled) in accordance with NFPA 130 and 13R, the mhklmum protection shall settler o1 e11trP.f one Layer of ys (9.5 mm) thick gypsum wallboard or (12.7 mm) flock pywood. 2. When in5l411ed without protection (exposed} in accwdaace with NFPA 13, 13D and 13R, the fdllpwrcgt imitavons shall apply_ - The rear slraa be 1n51aiFad beow a SrnaOilk, hat, hai¢onta! ceiling construction. A Listed residential pendent sprinkler is to be insalled with As deflector at g10 tlislante from the ttiJing specified in the SDrinkier Listing. gill The riser shag he installed below a horiiontal unfinished basement ceiling (In accordance Yrilh NFPA f 30) tonstrlrcled utilizing nominal T x 70' Cr nominal 2' x 12' exposed sand wand joists on 16• centers. A Listed residential pendant sprinkler is to ba installed with its deflector a maximum of 1'h' below the hhttom of the slid wood joist in antltipation of future Installation of a linislred ceiling. When Installing TFP BiaxeMasler CPVC pipe and fillings in rAnjunclion with 2' x IT solid wood gists, the maximum system Making pressure under gusting conditions Shah net exceed 100 psi and the maximum system working pressure under static {nantlatving] cvndigoas spell no! exceed 175 psi. -The Listed residential pendent sgnrtFaer is to have 155°F 168'C) marrmum ,emperature rating and is lobe installed ale maximwn hmizpnlal dislanpe of 12 mores from tlM center one of the rises The 9Ys4em is [a tie designed paced rrgan [he 1.isled bows for the sprinkler selected except that the flow for a single sprinkler or mulppke spnrrklera chap riot palate than TT gpm per sprinkkr- Fig. 29 - Double Offset Hanger &Restrainer for CPVC Plastic Pipe � �I. t,s tistra Size Range — Available in 314" and 1 " pipe sizes Materi0! —Pre-Galvanizact Steel Function — Intended to perform as a hangar and restrainer for CPVC, plastic fire sprinkler pipe. Provides double offset i ,fin x i Yz" frr7ri3 mounting surface. This design will ease installation by eliminating the need for wood black extension and allow retro-fit attachment of hanger to sprinkler pipe. Features - - Thum{ 9.al, provides protection to restrain pipe in rougflJob site conditions. Tay is not required to be bent for Fisted installation. « Offset edge eliminates abrasion. • Attaches easily to woad structure with two special #10 x i hex head self -threading screws ftamished with product. ■ Can be used as a single offset hanger by aligning "dimples" with top of mounting surface ant{ -utilizing two fasteners in two of the three holes provided. Approvals —Underwriters' Laboratories Listed in the USA (UL) and Canada (ct1L) as a hanger and restrainer to support fire sprinkler systems. Meets and exceeds raqurtarnents of NFPA 13, 13R and 130. t=lriistt —Pre-Ga(iranizQd Order 13y —Figure number and pine size. PATENT PENDING r. 1.540 416 1 e sP8621 il� se:f TapPira der ;,afire w a"'a L•,st3llMn ,af rf r rw—r•inn to stm nJ� brit mc nr.? Single Offset BLTIDING SECTION - /011 SCALE: 114" = l'-4" 1 OPT. FIREPLACE SCALE, 1 /4t' - 1'-0'k ! NC. MASTER BATHROOM MANUF. MODEL SYMBOL IC -PAC. ORIFICE TEMP, SPACING SIN # I QUANTITY RELIABLE RF049 CO � 07116" 1650 16'x16' RA0616 39 DEN OPTION SCALE, 1 /4" = V-Orr E00 n z � z 2; N trr � J W a Q fl iof n z a• � �7 sn � w °rr � Q W H � J W � r J � tYl I= CIS d Q %Wrims INC, r LICENSE N0.684600 r CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION • 705 E. HARRISON 5T„ SUITE 2U0 CORONA, CA 92879 PH - 800-915-3473 FAx - 951-272-2635 The recipient of these plans hereby acknowledges that all plans, details, speclficatlons or methods of installation contained in this set of plans is the sole properly of Fire Sprinkler Systems, Inc- and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Svstems. z cf)� a w� Z:) m � <U J d tz t— JAB ND. 31586 DATE; 8115117 DRAWN BY: M.N. o��OT ION � CLA C ON 9�_a r.� lr16 0 ,k LICENSE N0. 6$460D �. Oil, CALIFa��, SIZE -24"X36" SCALE 1f4" =1 ` IF SHEET IS LESS THAN 24" X 36" IT I$ A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID kt- SECTIONS SHEET FF3 OF FP3 r LICENSE N0.684600 r CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION • 705 E. HARRISON 5T„ SUITE 2U0 CORONA, CA 92879 PH - 800-915-3473 FAx - 951-272-2635 The recipient of these plans hereby acknowledges that all plans, details, speclficatlons or methods of installation contained in this set of plans is the sole properly of Fire Sprinkler Systems, Inc- and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Svstems. z cf)� a w� Z:) m � <U J d tz t— JAB ND. 31586 DATE; 8115117 DRAWN BY: M.N. o��OT ION � CLA C ON 9�_a r.� lr16 0 ,k LICENSE N0. 6$460D �. Oil, CALIFa��, SIZE -24"X36" SCALE 1f4" =1 ` IF SHEET IS LESS THAN 24" X 36" IT I$ A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID kt- SECTIONS SHEET FF3 OF FP3 JAB ND. 31586 DATE; 8115117 DRAWN BY: M.N. o��OT ION � CLA C ON 9�_a r.� lr16 0 ,k LICENSE N0. 6$460D �. Oil, CALIFa��, SIZE -24"X36" SCALE 1f4" =1 ` IF SHEET IS LESS THAN 24" X 36" IT I$ A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID kt- SECTIONS SHEET FF3 OF FP3 Domestic Water System Flow Analysis Caachelfa 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: 7/28/17 Address: 705 E. HARRISON STREET APN: CORONA, CA 92879 `-- — Req. Fire Flow: 1000gpm at 20psi fort hours. Contact Name: JAMIE B€SHIP Project Name: GRIFFIN RANCH 800-915-3473 Phone: Email: jamieb@fireinc.net Cell: Domestic Water System HYDRANT AT THE NE CORNER OF MERV GRIFFIN WAY AND DAMASCUS DRIVE, La Qulnta, GEO Flow Analysis Location: 6-7-15-2, PZ 17-9160 Model Information Flow Analysis Description Tilr `, , • Requested Re Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): -16 system flow None available without exceeding N/A CVWD`s Steady State, Dynamic (psi): 92.8 Residual Pressure (psi): 74.82 Fire Flow Tested (gpm): 2,300 - Combined Total: N/A criteria. Tested Modef Junction: 11928 _ Duration: 2 hours Demand Conditions: Peak Day Dern nd (PDD) Reservoir No./Level (s): Reservoir 6726 Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuitla t1a5'j Model; i MervGriffin&Damascus-CVWD_DomesticWater 012G16 W Comments: The domestic water system is capable of providing 2,300 gpm for 2 hours that satisfies CVW D's minimum pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple fire hydrants. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 2C psi is greater than 5,000 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. These results are based on hydraulic modelling and not a guarantee that CVW D'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, backflaw assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures, Due to continuous changes in the system, CVWI7 only considers this system flow analysis valid for six months from data of modelling/analysis. These system flaw analysis comments are for plan check purposes only. The ultimate design re ifity resides with the Engineer -of -Record for this Project. ipo h9ve any questions or need additional Information, please contact me at (760) 398-2661, ext. 2397, V r � CLEARED Date: x 'MIMDate: d �V Az PC#14'018 ENG DS-016 (13j31/15) `�' coin u�ra r� � o�lf�rA i—„—_--..----------_---------------•----------'-^---------..—__—__ t i I i ----___—,___.,---- .----_ - f aKHfJw � _v..4+4J. Fire Flaw Analysis. ;:�. "" •� ;I hydrant t t _ �� _ 3 ;:�� . � •- GEC 6-7-15-2 � tl Y " •' 1 IF: 652742' 3 (PZ 17-81 GU) Tech: Ruben M I � cc+eSll:tillY r iS - I kk �;F� nLWGlisiq GCls7t:+ i r><" 'k-;t ;.?,sou f '+. n pq .:N• { 1 ----------------------------------------------------------------------------------------- 1 I 1 I I r Lo1-u — — L01- tOT'A1P 286 287 2M I►6RSRe 1 20 289 CANA7[!LD q C1! 404 2269 41 29p {9 48 21 292 3 19 28i 299 47 COM RUC11ON PHASING MGM: � { 293 300 2%B SD 1 L1 Goa WMES• 4 TOTAL[LCl140 AND 2W212) 262 2 Ows PARKING • 1 TOTAL (LOTS 227.21T) S1 294 301 9= PHA39 1 -0 TOTAL {LOTS lit. 12k 129. 13%205 AND 227-2391 23 281 247 51 46 0 (LOTS 173,164230 AH0 231] 1W 24' 202 C=PHASE 3. 4 TOTAL W71921 209 294 C= PHAS! 4: 4 TOTAL (LOTS 121, 122,127 AND 12W) aAS 13 45 1� PHASE s - a 7MA1 (IOTS 107. 11W AHD M-126) 24 279 "- =:S PHASE 6. 6 TOEAL OLO1S 106. 117. 175, 176 AND 1167] 1T ARP 27W 4 -......� PHASE 7. S TWAL (IOTT 109, 114 177,178 AND 112] 2Y 7 276 44 1 -1 PHASE 8 - 9IWAL (LOTS 1 fA, lid AHD 179.101) 25 27S 274 257 63 2iW 1d 251 20 5 26 1 273 256 54a ,s 261 § 27 2$6 268 272 at 6 �1 262 35 76 77 7W 7A 80 Wl l01'A1' 97 XAN�eCF� WR►_ � 98 EL2 Bb 84 76. 6 s 96 45 93 42 as o s 74 49 La CYA cuy 86 91 °� 73 7� 94 B7 f0 701 69 86 72 �� 102 l 119 TO3 111 704 105 106 71 m ?54 247 Al 14 20 r + n o a t 7271 I� 263 2� 2" 270 Wd 40 4 10 t i 12 13 2"?136 13S _:s r 134 lss 132 al , �+ 26s a9 as 2n 1iy 2038 137 dhorucu 37 36 35 34 93 32 �0 * E1XsrtELT 251 31 Zsa 1 d7 13B t34 140 141 142 143 144 sr a.�.. LOT •AM 56 59 ,9�A tiJ d. "' 82 83 d6 ` 1S5 ewunuxm � p de � ' AI nw m fL1LYp1 �A► AEr LOT -A �me 233 216 14 -•�~ 17r 156 151 I LOT -AV 2213 201 154 152 { 234 212 . '� 202 ' 1 ' 1Im. ` L+ lOr IIrY }!', %75 216 370AM CATCOu 219 .;L. 200►' i xq 1 S L is ge.18 .t 15B F 161 1� e11mim 217 218 T4S r. ` $ r I 249 W 1uw 236 i 199 14d _ A 150 WI'v 220 „�ei, 204 182 154 762 1d6 f% 237 l t 149 146 173 1 v ` 146 147 y3l 238 ( szl 20420? 144 160 14T 146 � is 7� � - � t x NeurxR cuLa{ war 247 246 245 244 M3 Zdl 240 239 252 2 225 224 223 222 208 2w 206 197 1% 195 16d 18SI 7 117 g(174 171 1'm ld4 16B 76T - E E DATE I WWk PhIPSLUENT SM FPR IVICIE PRMDENT CONUTRUCWN I UAWQN PRESIDENT I z z J f I 0 z z LL :L DATE:•5/2/2018 S:j2D17`31586\CALCy4154.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 2tO CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 4154 10V TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 5/2/2018 File NO: 31586 Data File Name: 4154.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. SpXlrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RPC49 Fl Conc .Pend_(20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.974 in. Drop: K=4.71 (Intl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K4 4.67 (Intl. I 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.Q gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 1D4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 15 25.0 74.5 51.0 1 20.0 18.0 15 25.0 74.5 51.0 REVIEWING AUTHORITY CITY OF LA 4UINTA FIRE DEPT. DATE:-5/2/2016 S:\2017-\31586\CALC\4154.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flawing FI7XD P # END LEN FIT. LASS 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 51.0 ----- 25.0 6.06 51.0 ISO 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 44.9 ---- 0.17 0.00 44.9 2 101 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 44.9 ---- 25.0 0.17 44.9 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.17 0.00 40.7 ---- 0.17 0.00 40.7 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 40.7 ----- 25.0 3.45 40.7 150 103 1.360 24.0 ---- -2.0 ----- ---- 0.04 0.00 37.3 ---- 0.04 0.00 37.3 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 37.3 ---- 25.0 0.37 37.3 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 35.2 5 0.05 1.73 3S.2 5 104 2.00 L ---- 2.0 -5 5 20.0 0.17 35.2 5 20.0 0.17 35.2 150 105 1.394 6.0 ---- 4.0 ---- ---- 0.02 0.87 34.2 ----- 0.02 0.87 34.2 6 105 1.00 -3.0 4.0 ----- --- 20.0 0.02 34.2 ---- 20.0 0.02 34.2 150 106 1.394 0.0 ---- 4.0 - 0.02 0.00 31.1 ---- 0.02 0.00 31.1 7 106 7.00 2L ---- 4.0 ----- ----- 20.0 0.41 31.1 ---- 20.0 0.41 31.1 150 10 1.394 12.0 ----- 11.0 ---- ---- 0.02 3.03 27.7 ---- 0.02 3.03 27.7 8 10 35.50 2L5R ---- 11.0 ---- ---- 20.0 3.44 27.7 --- 20.0 3.44 27.7 150 11 1.101 15.0 ---- 11.0 ---- ---- 0.07 0.00 24.3 ---- 0.07 0.00 24.3 9 11 4.50 R ---- 11.0 ---- ---- 15.5 0.72 24.3 - -- 15.6 0.72 24.3 150 12 0.674 1.0 ---- 13.0 ---- ---- 0.13 0.87 22.'] ----- 0.13 0.87 22.7 10 12 2.00 L ---- 13.0 ---- ---- 15.5 0.79 22.7 ---- 15.6 0.79 22.7 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.13 0.00 21.9 ---- 0.13 0.00 21.9 11 13 12.50 LR ---- 13.0 ---- ---- 15.5 2.30 21.9 ---- 15.6 2.30 21.9 150 14 0.874 5.0 ---- .13.0 ---- ---- 0.13 0.00 19.6 ---- 0.13 0.00 19.6 12 14 4.50 B ---- 13.0 ---- ---- 20.0 1.57 19.6 ---- 20.0 1.57 19.6 150 15 0.874 3.0 ---- 13.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 27 14 22.00 B3R ---- 13.0 ---- ---- -4.5 0.36 19.6 ----- --4.5 0.36 19.6 150 16 0.874 6.0 ------ 13.0 ------ ----- -0.01 0.00 19.9 --- -0.01 0.00 19.9 13 16 2.00 L ---- 13.0 ----- ---- -4.5 0.08 19.9 ---- -4.5 0.08 19.9 150 17 0.874 4.0 ----- 13.0 ---- ---- -0.01 0.00 20.0 -- - --0.01 0.00 20.0 14 17 33.00 L7R ---- 13.0 ---- ---- -4.5 0.57 20.0 ---- -4.5 0.57 20.0 150 18 O.B74 11.0 ---- 11.0 ----- ----- -0.01 0.87 21.5 ---- -0.01 0.87 21.5 15 18 14.50 4R ----- 2.1.0 ---- ---- -4.5 0.24 21.5 ---- -4.5 0.24 21.5 150 19 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.00 21.7 ---- -0.01 0.00 21.7 16 19 2.00 L ---- 11.0 ---- ---- -4.5 0.08 21.7 ---- -4.5 0.08 21.7 DATE:` 5/2/2'018 S:\2017\31585\CALCj4J.54.xdf Page •3 150 20 4.874 4.0 ---- 13.0 - -- -- -0.01 0.07 20.9 --- -0.01 0.87 20-9 17 20 28.50 ' LB3R ---- 13.0 ---- ---- -4.5 0.37 20.9 ---- -4.5 0.37 20.9 150-21 0.874 10.0 ---- 13.0 ---- ---- -0.01 0.00 21.3 ---- -0.01 0.00 21.3 1S 21 3.00 B ---- 13.0 ---- ---- 0.0 0.00 21.3 ---- 0.0 0.00 21.3 150 22 0.874 3.0 ---- 1a.0 ---- ---- 0.00 0.00 21.3 ---- 0.00 0.00 21.3 19 21 16.00 2LR --- 13.0 ---- ---- -4.5 0.32 21.3 ---- -14.5 0.32 21.3 150 23 0.874 9.0 ---- 13.5 ---- ---- -0.01 0.22 21.4 ---- -0.01 0.22 21.4 28 23 3.00 B ---- 13.5 ---- ---- 0.0 0.00 21.4 ---- 0.0 0.00 21.4 150 24 0.874 3.0 ---- 13.0 ---- -- 0.00 0.22 21.6 ---- 0.00 0.22 21.6 20 23 29.00 3L3R -- 13.5 ---- ---- -4.5 0.57 21.4 -- -4.5 0.57 21.4 150 25 0.874 15.0 ---- 13.0 ---- ---- -0.01 0.22 22.2 -- -0.01 0.22 22.2 21 25 1.00 L ---- 13.0 ---- ---- -4.5 0.06 22.2 --- -4.5 0.06 22.2 150 26 0.874 4.0 ---- 14.0 ---- ---- -0.01 0.43 21.8 ---- -0.01 0.43 21.8 22 26 28.50 L4R ---- 14.0 ---- ---- -4.5 0.47 21.8 --- -4.5 0.47 21.8 150 27 0.874 8.0 ---- 14.0 ---- ---- -0.01 0.00 22.3 ---- -0.01 0.00 22.3 23 27 1.00 L ---- 14.0 ---- ---- -4.5 0.06 22.3 ---- -4.5 0.06 22.3 150 28 0.874 4.0 ----- 13.0 ---- ---- -0.01 0.43 22.8 ---- -0.01 0.43 22.8 24 28 14.00 L2R ---- 13.0 ---- ---- -4.5 0.26 22.8 ---- -4.5 0.26 22.8 150 29 O.B74 6.0 ---- 13.0 ---- ---- -0.01 0.00 23.0 ---- -0.01 0.00 23.0 25 29 2.00 L ---- 13.0 ---- ---- -4.5 0.08 23.0 ---- -4.5 0.08 23.0 150 30 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.87 24.0 ---- -0.01 0.87 24.0 26 30 13.00 LBR ---- 11.0 ---- ---- -4.5 0.27 24.0 ---- -4.5 0.27 24.0 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.01 0.00 24.3 ---- -0.01 0.00 24.3 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 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=TesBch, R=TeeRun, C=Ccuplgr S=.4wgChk, G'=GatVIva X= X, Y= Y, DATE:'5/2/2'018 S:\2017\31586\CALCj4154.rdf _ Page 4 The maximum velocity of water flow occurs in pipe 12 at 10.70 ft/s with 1 sprinkler flowing. .The maximum velocity of water flow occurs in pipe 12 at 10.70 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe. Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet ( in) E L H 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.D0 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y 2 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.D0 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 45 811 90 1311 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 EMS 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 0.09 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 51.0 psi and a 7 minute flaw of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 18.0 psi at node 15. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 5/2/+2015 5:\2017j31586\CALCj4154.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 4154 1 n TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 5/2/2018 File No: 31586 Data File Name: 4154.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spk1r. to Wall 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RAC616 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 (Intl. 1 Tee & I Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi Flow:2300.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 22 18.0 74.5 33.2 2 13.0 7.6 22 31.0 74.5 57.2 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE.'5j2f2'018 5:\2017\31586`CALC\.4154.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flawing F7XD P ## END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 18.0 3.29 33.2 ---- 31.0 9.00 57.2 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 29.9 ---- 0.25 0.00 48.2 2 101 1.00 -4.0 -2.0 ----- Y-i- 18.0 0.09 29.9 ---- 31.0 0.25 48.2 150 102 0.995 0.0 ---- -2.0 ----- ---- 0.09 0.00 25.8 ---- 0.25 0.00 43.9 3 102 70.00 3L ---- -2.0 ---- -__- 18.0 1.88 25.8 ---- 31.0 5.14 43.9 150 103 1.360 24.0 -___ _2.0 ---- ---- 0.02 0.00 23.9 ---- 0.05 0.00 38.8 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 23.9 ---- 31.0 0.55 38.8 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 22.0 5 0.08 1.73 36.5 5 104 2.00 L ---- 2.0 -5 5 13.0 0.08 22.0 5 26.0 0.28 36.5 150 105 1.394 6.0 ----- 4.0 ---- ---- 0.01 0.87 21.0 ----- 0.04 0.87 35.3 6 105 1.00 --3.0 4.0 ------ ---- 13.0 0.01 21.0 ---- 26.0 0.04 35.3 150 106 1.394 0.0 ----- 4.0 ---- - 0.01. 0.00 18.0 ---- 0.04 0.00 32.3 7 106 7.00 2L ---- 4.0 ----- ----- 13.0 0.18 18.0 ---- 26.0 0.67 32.3 150 10 1.394 12.0 ---- 11.0 ---- ---- 0.01 3.03 14.6 ---- 0.04 3.03 28.6 8 10 35.50 2L5R ---- 11.0 ---- ---- 13.0 1.55 14.8 ----- 26.0 5.58 28.6 150 11 1.101 15.0 ---- 11.0 ---- ---- 0.03 0.0❑ 13.3 ---- 0.11 0.00 23.0 9 11 4.50 R ---- 11.0 ---- ---- 6.5 0.15 13.3 ---- 12.5 0.48 23.0 150 12 0.874 1.0 ---- 13.0 ---- ---- 0.03 0.87 12.2 ---- 0.09 0.87 21.7 10 12 2.00 L ------ 13.0 ---- ----- 6.5 ' 0.16 12.2 ---- 12.5 0.52 21.7 150 13 0.874 4.0 ---- 13.0 --- - 0.03 0.00 12.1 ---- 0.09 0.00 21.2 11 13 12.50 LP, ---- 13.0 ---- ----- 9.5 0.46 12.1 ----- 12.5 1.53 21.2 150 14 0.874 5.0 ---- 13.0 ---- ---- 0.03 0.00 11.6 ---- 0.09 0.00 19.5 12 14 4.50 B ---- 13.0 ---- ---- 0.0 0.00 11.6 ---- 0.0 0.00 19.6 150 15 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.00 11.6 ----- 0.00 0.00 19.6 27 14 22.00 B3R ---- 13.0 ---- ---- 6.5 0.74 11.6 ---- 12.5 2.45 19.6 150 16 0.874 6.0 ---- 13.0 ---- ----- 0.03 0.00 10.9 ---- 0.09 0.00 17.2 13 16 2.00 L ---- 13.0 ----- ---- 6.5 0.16 10.9 ---- 12.5 0.52 17.2 150 17 0.874 4.0 13.0 ---- ---- 0.03 0.00 10.7 ---- 0.09 0.00 16.7 14 17 33.00 L7R ---- 13.0 ---- ---- 6.5 1.16 10.7 ----- 12.5 3.85 16.7 150 18 0.874 11.0 ---- 11.0 ---- ---- 0.03 0.87 10.4 ---- 0.09 0.87 13.7 15 18 14.50 4R ---- 11.0 ---- ---- 6.5 0.49 10.4 ---- 12.5 1.62 13.7 150 19 0.874 4.0 ---- 11.0 ---- ---- 0.03 0.00 9.9 ---- 0.09 0.00 3.2.1 16 19 2.00 L ---- 11.0 ---- ---- 6.5 0.16 9.9 ---- 12.5 0.52 12.1 DATE:-5/2/2018 S:\2017\�1586-\CALC\4154.rdf Page 3 150 20 0.874 4.0 ---- 13.0 ---- ---- 0.03 0.87 8.9 ---- 0.09 0.87 10.7 17 20 18.50 LB3R --;- 13.0 ---- ---- 6.5 0.75 8.9 ---- 12.5 2.49 10.7 150 21 0.874 10.0 ---- 13.0 ---- ----- 0.03 0.00 8.2 ---- 0.09 0.00 8.2 18 21 3.00 B ---- 13.0 ---- ---- 13.0 0.57 8.2 ---- 13.0 0.57 8.2 250 22 0.874 3.0 ---- 13.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 19 21 16.00 2LR ---- 13.0 ---- ---- -6.5 0.65 8.2 ---- -0.5 0.01 8.2 150 23 0.874 9.0 ---- 13.5 ---- ---- --0.03 0.22 8.6 ---- 0.00 0.22 8.0 28 23 3.00 B ---- 13.5 ---- ---- 0.0 0.00 8.6 ---- 13.0 0.57 8.0 150 24 0.874 3.0 ---- 13.0 4.71 ---- 0.00 0.22 8.8 13.0 0.09 0.22 7.6 20 23 29.00 3L3R ---- 13.5 ---- ---- -6.5 1.14 8.6 ---- -13.5 4.47 B.0 150 25 0.874 15.0 ---- 13.0 - -0.03 0.22 10.0 ---- -0.10 0.22 12.7 21 25 1.00 L ---- 13.0 ---- ---- -6.5 0.13 10.0 ---- -13.5 0.51 12.7 150 26 0.874 4.0 ---- 14.0 ---- ---- -0.03 0.43 9.7 ---- -0.10 0.43 12.7 22 26 28.50 MR ---- 14.0 ---- ---- -6.5 0.95 9.7 ---- -13.5 3.71 12.7 150 27 0.874 8.0 ---- 14.0 ---- ---- -0.03 0.00 10.6 ---- -0.10 0.00 16.4 23 27 1.00 L ---- 14.0 ---- ---- -6.5 0.13 10.6 ---- -13.5 0.51 16.4 150 2B 0.874 4.0 ---- 13.0 ---- ----- -0.03 0.43 11.2 ---- -0.10 0.43 17.4 24 28 14.00 L2R ---- 13.0 ---- ----- -6.5 0.52 11.2 ---- -13.5 2.03 17.4 150 29 0.874 6.0 - -- 13.0 ---- ---- -0.03 0.00 11.7 ---- -0.10 0.00 15.4 25 29 2.00 L ----- 13.0 ---- ---- -6.5 0.16 11..7 ---- -13.5 0.61 19.4 150 30 0.874 4.0 ---- 11.0 ---- ---- -0.03 0.97 12.7 ---- -0.10 0.87 20.9 26 30 13.00 LBR ---- 11.0 ---- ---- -6.5 0.55 12.7 ---- -13.5 2.14 20.9 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.03 0.00 13.3 ---- -0.10 0.00 23.0 Legend: P - Pipe # DIA - Pipe Diameter FQV. LN - pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flaw 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 betters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, i DATE; 5j2/2018 S:\2017\31586\CALC`4154.rdf Page 4 The maximum velocity of water flow occurs in pipe 2 at 7.43 ft/s with 1--sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 12:79 ftjs with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HNC: 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 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC. 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y a 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatV1v 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 KKC: 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 S 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 0.15 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.18 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 57.2 psi and a 7 minute flow of 217 gal. and a 10 minute flow of 310,1 gallons, The minimum pressure at any node is 7.6 psi at node 22. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 ",Page -5 ` _ . ,.: DATE:. 5/2/2019:S:\2017j31586\CALCj4154.rdf WAITER SUPPLY CURVE 75. 67 .' P 60.1 R E 52.! S S 45, i U R 37.' E 30.i P 22,F s r 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 flawing) (2 sprinklers flawing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 18.0 gpm 74.5 psi 0 31.0 gpm B = Required Water Supply D = Required Water Supply 33.2 psi @ 18.0 gpm 57.2 psi @ 31.0 gpm 40 DATE-'- 10/36/2018 S:12017i315s6`CALCj41.59 ALT.idf '� Page 1 .: FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH 1A 4UINTA, CA PLAN 4154 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 1 Date: 10/30/2018 File No: 31586 Data File Name: 4154 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 Cona .Pend.(2Dx20) K=4.9❑ Calculated K Factor for Arm -Ovens & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 .(Incl. 1 Tee) 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, An Spklr. Press. Node Total Avail. Req-d Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 15 25.0 74.5 57.0 1 20.0 18.0 15 25.0 74.5 57.0 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 10/36/2018 S;%201,7\3'15'86-\CALC\4154 ALT.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flawing * 1 sprinklers flowing FIXD P ## END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLDW 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 57.0 -- - 25.0 6.05 57.0 150 101 0.9.95 6.0 ---- -2.0 ---- ---- 0.17 0.00 51.0 ---- 0.17 0.00 51.0 2 101 1.00 -!?,5 -2.0 ---- ---- 25.0 0.69 51.0 ---- 25.0 0.69 51.0 150 102 0.745 0.0 ---- -2.0 ---- ----- 0.99 0.00 40.8 ---- 0.69 0.00 40.8 3 IO2 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 40.8 ---- 25.0 3.45 40.8 150 103 1.360 24.0 ---- -2.D ----- ---- 0.04 C.00 37.3 ---- 0.04 0.00 37.3 4 103 4.00 LG ---- -2.D ---- ---- 25.0 0.37 37.3 ---- 25.0 0.37 37.3 150 104 1.265 3.0 ---- 2.0 -5 =5 0.05 1.73 35.2 5 0.05 1.73 35.2 5 104 2.00 L ---- 2.0 -5 5 20.0 0.17 35.2 5 20.0 0.17 35.2 150 105 1.394 6.0 ---- 4.0 ---- ---- 0.02 0.67 34.2 ---- 0.02 0.87 34.2 6 105 1.00 -3.0 4.0 --- 20.0 0.02 34.2 ---- 20.0 0.02 34.2 150 106 1.394 0.0 ---- 4.0 ---- ---- 0.02 0.00 31.2 ---- 0.02 0.00 31.2 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 0.41 31.2 ---- 20.0 0.41 31.2 150 10 1.394 12.0 ---- 11.0 0.02 3.03 27.7 ---- 0.02 3.03 27.7 8 10 35.50 2L5R ---- 11.0 20.0 3.44 27.7 ---- 20.0 3.43 27.7 150 11 1.101 15.0 ---- 11.0 - 0.07 0.00 24.3 ---- 0.07 0.00 24.3 9 11 4.50 R ---- 11.0 ---- ---- 15.6 0.72 24.3 ---- 15.5 0.72 24.3 150 12 0.874 1.0 ---- 13.0 ---- ---- 0.13 0.87 22.7 ---- 0.13 0.87 22.7 10 12 2.00 L ---- 13.0 ---- ---- 15.6 0.79 22.7 ---- 15.5 0.79 22.7 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.13 0.00 21.9 ---- 0.13 0.00 21.9 11 13 12.50 LR ----- 13.0 ---- ---- 15.9 2.30 21.9 ---- 15.5 2.3D 21.9 150 14 0.874 5.0 ----- 13.0 ---- ---- 0.13 0.00 19.6 ---- 0.13 0.00 19.6 12 14 4.,50 B ---- 13.0 ---- ---- 20.0 1.57 19.6 ---- 20.0 1.57 19.6 150 15 0.874 3.0 ---- 13.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 27 14 22.00 B3R ---- 13.0 ---- ---- -4.5 0.36 19.6 ---- -4.5 0.36 19.6 150 16 0.874 6.0 ---- 13.0 ---- ---- -0.01 0.00 20.0 ---- -0.01 0.00 20.0 13 16 2.00 L ---- 13.0 ---- ---- -4.5 0.08 20.0 ---- -4.5 0.08 20.0 150 17 0.874 4.0 ---- 23.0 ---- ---- -D.01 0.00 20.0 -- - -0.01 0.00 20.0 14 17 33.00 L7R ------ 13.0 ---- ---- -4.5 0.57 20.0 ---- -4.5 0.57 20.0 150 18 0.874 11.0 ---- 11.0 ---- ----- -0.01 0.87 21.5 ---- -0.01 0.87 21.5 15 18 14.50 4R ---- 11.0 ---- ------ -4.5 0.24 21.5 ---- -4.5 0.24 21.5 150 19 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.00 21.7 ---- -0.01 0.00 21.7 16 19 2.00 L ---- 21.0 ---- ---- -4.5 0.08 21.7 ---- -4.5 0.08 21.7 DATE: 10/3612018' S:\200.7131586jCALC\4X54 ALT.rdf '' Page 3 150 20 0.674 4.0 ---- 13.0 ---- ---- -0.01 0.87 20.9 ---- -0.01 0.87 20.9 17 20 18.50 LB3R ---- 13.0 ---- ---- -4.5 0.37 20.9 ---- -4.5 0.37 20.9 150 21 0.874 10.0 ---- 13.0 ---- ---- -0.01 0.00 21.3 ---- -0.01 0.00 21.3 18 21 3.00 B ---- 13.0 ---- ---- 0.0 0.00 21.3 ---- 0.0 0.00 21.3 150 22 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.00 21.3 --- 0.00 0.00 21.3 19 21 16.00 2LR ---- 13.0 ---- ---- -4.5 0.32 21.3 ---- -4.5 0.32 21.3 150 23 0.674 9.0 ---- 13.5 ---- ---- -0.01 0.22 21.4 ---- -0.01 0.22 21.4 28 23 3.00 B ---- 13.5 ---- ---- 0.0 0.00 21.4 ---- 0.0 0.00 21.4 150 24 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.22 21.6 - -- 0.00 0.22 21.6 20 23 29.00 3L3R ---- 13.5 ---- ---- -4.5 0.57 21.4 ---- -4.5 0,57 21.4 150 25 0.874 15.0 ---- 13.0 ---- ---- -0.01 0.22 22.2 -0.01 0.22 22.2 21 25 1.0o L ---- 13.0 ---- ---- -4.5 0.06 22.2 ---- -4.5 0.06 22.2 150 26 0.874 4.0 ---- 14.0 ---- ---- -0.01 0.43 21.E --- -0.01 0.43 21.8 22 26 28.50 MR ---- 14.0 ---- ---- -4.5 0.47 21.8 ---- -4.5 0.47 21.8 150 27 0.874 8.0 ---- 14.0 ---- ---- -0.01 0.00 22.3 ---- -0.01 0.0fl 22.3 23 27 1.00 L ---- 14.0 ---- ---- -4.5 0.06 22.3 ---- -4.5 0.06 22.3 150 28 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.43 22.8 ---- -0.01 0.43 22.8 24 28 14.00 L2R ---- 13.0 ---- ---- -4.5 0.26 22.8 ---- -4.5 0.26 22.8 150 29 0.874 6.0 ---- 13.0 ---- ---- -0.01 0.00 23.1 --- -0.01 0.00 23.1 25 29 2.00 L ---- 13.0 ---- ---- -4.5 0.08 23.1 ---- -4.5 0.0E 23.1 150 30 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.87 24.0 ---- -0.01 0.87 24.0 26 30 13.00 LBR ---- 11.0 ---- ---- --4.5 0.27 24.0 ---- -4.5 0.27 24.0 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.01 0.00 24.3 ---- -0.01 0.00 24.3 Legend; P - Pipe ## DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PIMP -.Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node bates 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, a=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatV1v, X= X, Y- Y, E DATE:'1a/30/20113"S:y2017j315861CALC\4154 ALT.rdf Page"4 The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L 8 R C S G X Y z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVIv X Y z 0,874 1.00 4.00 3.00 1.00 1.0a 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.394 2.00 G.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube -I{ HWC: 250 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Cauplg 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 O.00 0.00 0.00 0.00 PAGE: L MATERIAL; Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) 8 L B R C S G X Y z 45 Ell 90 Ell TeeBch TeeRun C'ouplg 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 IMC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y L 45 Ell 90 Ell TeeBch TeeRun Cauplg SwgChk GatVly X Y z 1.360 2.00 6.00 6.00 1.00 1.00 1.1.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.8.0 computer grogram (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 0.05 gpm with 1 sprinklers flowing in accordance with IgFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 57.0 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 1B.0 psi at node is. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 10730/2018 S:\201.7\31566NCALCj4154-ALT.rdf Page''S WATER SUPPLY CURVE 75.( 67 P 60.E R E 52. F S S 45. [ U R 37.E S { 30.0 P 22.5 S I y 15.0 7.5 0.0 04 8 12 1.6 20 24 28 32 36 FLAW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (I 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 57.0 psi @ 25.0 gpm 57.0 psi 0 25.0 gpm 40 .DATE: 10/30/2018 S:\2017\31586�CAW\4154"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 4154 10t TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 10/30/2016 File No: 31586 Data File Name: 4154 ALT.rdf SPRINKLER SPACING 256.0 sq. ft.jspklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklx. to wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl ConC .Pend.(16xl6) 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 (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 Flow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number IC4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Flawing Flaw (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. Flaw Press. Press. 22 18.0 74.5 39.0 22 31.0 74.5 63.5 -DATE: 10/36/2018 S:j2017y31586\CALC,4154 ALT.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing 2 sprinklers flowing FIXD P 4 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 Pis (PST) * (GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCH ---- 18.0 3.28 39.0 ----- 31.0 9.01 63.5 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 35.7 ---- 0.25 0.00 54.4 2 101 1.00 -9.5 -2.0 ---- ----- 18.0 0.38 35.7 ---- 31.0 1.03 54.4 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.30 0.00 25.8 ---- 1.03 0.00 43.9 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.68 25.8 ---- 31.0 5.14 43.9 150 103 1.360 24.0 -2.0 ---- ---- 0.02 0.00 23.9 ---- 0.05 0.00 38.8 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 23.9 ---- 31.0 0.54 38.8 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 22.0 5 0.08 1.73 36.5 5 104 2.00 L ---- 2.0 -5 5 13.0 0.08 22.0 5 26.0 0.28 36.5 150 105 2.394 6.0 ---- 4.0 ----- ---- 0.01 0.87 21.1 ---- 0.04 0.87 35.4 6 105 1..00 -3.0 4.0 ---- ---- 13.0 0.D1 21.1 26.0 0.04 35.4 150 106 1.394 0.0 ---- 4.0 ---- ---- 0.01 O.DO 18.0 -- - 0.04 O.DO 32.3 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.18 18.0 ---- 26.0 0.67 32.3 150 10 1.394 12.0 ---- 11.0 ---- ---- 0.01. 3.03 14.8 ---- 0.04 3.03 2B.6 8 10 35.50 2L5R ---- 11.0 ---- ---- 13.0 1.55 14.8 ---- 26.0 5.58 28.6 150 11 1.101 15.0 ---- 11.0 ---- ---- 0.03 0.00 13.3 ---- 0.11 0.00 23.0 9 11 4.50 R ---- 21.0 ---- ---- 6.5 0.15 13.3 ---- 12.5 0.48 23.0 150 12 0.874 1.0 ---- 13.0 ---- ---- 0.03 0.87 12.3 ---- O.D9 0.87 21.7 10 12 2.00 L ---- 13.0 ---- ---- 6-5 0.16 12.3 ---- 12.5 0.52 21.7 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.03 0.00 12.1 ---- 0.09 0.00 21.2 11 13 12.50 LR ---- 13.0 ---- ---- 6'.5 0.46 12.1 ---- 12.5 1.53 21.2 150 14 0.874 5.0 ---- 13.0 ---- ---- 0.03 0.00 11.6 ---- 0.09 0.00 19.6 12 14 4.50 B ---- 13.0 ---- ---- 0.0 0.00 11.6 ---- ❑.❑ 0.00 19.6 150 15 0.874 3.0 ---- 13.0 ---- ---- 0.00 O.00 11.6 ---- 0.00 0.00 19.6 27 14 22.00 83R ---- 13.0 ---- ---- 6.5 0.74 11.6 ---- 12.5 2.45 19.6 150 16 0.874 6.0 ---- 13.0 ---- ---- 0.03 0.00 10.9 ----- 0.09 0.00 17.2 13 16 2.00 L ---- 13.0 ---- ---- 6.5 D.16 10.9 ---- 12.5 0.52 17.2 150 17 0.874 4.0 ---- 13.0 ---- ---- 0.03 D.00 10.7 ---- 0.09 0.00 16.7 14 17 33.00 L7R ---- 13.0 ---- ---- 6.5 1.16 10.7 ---- 12.5 3.85 16.7 150 18 0.874 11.0 ---- 11.0 ---- ---- 0.03 0.87 10.5 ---- 0.09 0.87 13.7 15 18 14.50 4R ---- 11.0 ---- ---- 6.5 0.49 10.5 ---- 12.5 1.62 13.7 150 19 0.874 4.0 ---- 11.0 ---- ---- 0.03 0.00 10.0 ---- D.09 0.00 12.1 16 19 2.00 L ----- 11.0 ---- ---- 6.5 0.16 10.0 ----- 12.5 0.52 12.1 DATE: 10/30/2016 S:\2017`31586`CALC\4154 ALT.rdf Page 3 150 20 0.874 4.0 ---- 13.0 ---- ---- 0.03 0.87 8.9 ---- 0.09 0.87 10.7 17 20 18.50 LB3R ---- 13.0 ---- ---- 6.5 0.75 8.9 ---- 12.5 2.49 10.7 150 21 0.874 10.0 ---- 13.0 ---- ---- 0.03 0.00 8.2 ---- 0.09 0.00 8.2 18 21 3.00 B ---- 13.0 ---- ---- 13.0 0.57 8.2 ----- 13.0 0.57 8.2 150 22 0.874 3.0 - 13.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 19 21 16.00 MR ---- 13.0 ---- ---- -6.5 0.65 8.2 ---- -0.5 0.01 8.2 150 23 0.874 9.0 ---- 13.5 ----- ---- -0.03 0.22 8.6 ---- 0.00 0.22 8.0 28 23 3.00 B ---- 13.5 ------ ----- 0.0 0.00 8.6 ---- 13.0 0.57 8.0 150 24 0.874 3.0 ---- 13.0 4.71 0.00 0.22 8.8 13.0 0.09 0.22 7.6 20 23 29.00 3L3R ---- 13.5 ---- ----- -6.5 1.14 8.6 ---- -13.5 4.47 8.0 150 25 0.874 15.0 ---- 13.0 ---- ---- -0.03 0.22 10.0 ---- -0.10 0.22 12.7 21 25 1.00 L ---- 13.0 ---- ---- -6.5 0.13 10.0 -- -13.5 0.51 12.7 150 26 0.874 4.0 ---- 14.0 ------ ------ -0.03 0.43 9.7 ---- -0.10 0.43 12.7 22 26 28.50 L4R ---- 14.0 ---- ---- -6.5 0.95 9.7 ---- -13.5 3.71 12.7 150 27 0,874 8.0 ---- 14.0 ---- ---- -0.03 0.00 10.6 ---- -0.10 0.00 16.4 23 27 1.00 L ---- 14.0 ----- ---- -6.5 0.13 10.6 -- -13.5 0.51 16.4 150 28 0.874 4.0 ---- 13.0 ---- ---- -0.03 0.43 11.2 ---- -0.10 0.43 17.4 24 28 14.00 L2R ---- 13.0 ---- ---- -6.5 0.52 11.2 ---- -13.5 2.03 17.4 150 29 0.874 6.0 ---- 13.0 ---- ---- -0.03 0.00 11.7 ---- -0.10 0.00 19.4 25 29 2.00 L ---- 13.0 ---- ---- -6.5 0.16 11.7 - -- -13.5 0.61 19.4 150 30 0.874 4.0 ---- 11.0 ---- ---- -0.03 0.87 12.7 ---- -0.10 0.87 20.9 26 30 13.00 LBR ---- 11.0 ---- ---- -6.5 0.55 12.7 ---- -13.5 2.14 20.9 150 11 0.874 8.0 ---- 11.0 ---- ------ -O.G3 0.00 13.3 ---- -0.10 0.00 23.0 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Lass due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. Pipe Fittings FIXD LOSS - Fixed Loss DeVi.Ce EL •- Node Elevation DISCH -- Discharge in qpm FL/FT -- Friction Lass per Foot PE - Pressure Loss due to Elevation Fitting Cade Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=Gatvly, X= X, Y= Y, r DATE: 10/30/2018 S:\20IL7\31586\CALC\4154-ALT.rdf I .- ,..Page 4 The maximum velocity of water flaw occurs in pipe 2 at 13.25 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 22.82 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 2 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 PAGE: A MATERIAL: Copper Tube-X HWC: 1.50 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y S 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. 90081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.18 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 63.5 psi and a 7 minute flow of 217 gal. and a 10 minute flaw of 310.0 gallons. The minimum pressure at any node is 7.6 psi at node 22. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 City of La Quinta Design and Development Department 78-495 Colle Tampico La Quinta, CA 92253 -' �l �b, DLSbKI — Telephone: (7601777-7125 Fax: (760)777-1233 www.Ic-quinto.org Riverside County Fire Department Riverside Office 2300 Market Street, Ste, 150 Riverside, CA 92501 (951)955-4777 FIRE REVIEW APPLICATION 0 NEW IR TENANT IMPROVEMENT PROJ ECT INFORMATI©N Project Name: GRIFFIN RANCH I TRACT 328791 PLAN TYPE 5 Site address: MASTER PLAN 5 (AS -BUILT) City & Zip: LA QUINTA, CA 92253 PERMIT No, FSS-2017-0043 1 (Ple!ase Print) Sign: /, Print: t�JAMf"1841P Pursuant to a Cooperative Agreement to Provide Hie Services, the Rlverside County Fire Department serves as the City's fire depaAmeni, and the County designee serves as the City s fire chief. Appllcent recognizes this contracted arrangement and shalt comply with Caunfiv Fl a Dopa€tn(,,r)t dite,7 on.s. APPLICANT/CONTACT INFORMATION .:.CONTRACTOR INFORMATION: ® Some as Applicant info Applicont Nome: FIRE SPRINKLER SYSTEMS Contractor : 684600 Contact Person: JAM I E B I SH I P Mailing Address: 705 HARRISON ST. # 200 City & Zip: CORONA, CA 92879 Phone Number. 951-272-2522 Fax: Email: Contact Person: JAM I E B I SH I P Moiling Address: 705 E. HARRISON ST. #200 Ciro & zip: CORONA, CA 92879 Phone Number, 951-272-2522 Fax: Emait A. APPLICATION TYPE FIRE -SPRINKLER SYSTEM St1PRESSI0N.5YSTEM ❑ NEW COMMERCIALANDUSTRIAL ❑ HOOD & DUCT $405 ❑ 0-35,000 SQ FT $639 ❑ SPRAY BOOTH $795 11 35,001-75,000 SQ FT $756 ❑ CELL SITE $795 IU 75,001-120,000 SQ FT $951 ❑ OTHER SUPRESSION SYSTEM $795 ❑ 120,001 AND UP $1185 MISC ❑ TI COMMERCIALJINDUSTRIAL $405 EI HAZMAT $327 13 RESIDENTIAL - 1 DWELLING UNIT $405 E1 HIGH PILE RACK STORAGE $327 Q RESIDENTIAL -- 0) ADDITIONAL x $171 ❑ NEW COMMERCIAL - U/G WATER $483 ❑ MULTI -FAMILY (3 OR MORE) $561 11 FIRE FLOW REPORT $327 FIRE j;URM SYSTEM ❑ TECHNICAL REPORT RESEARCH HOURLY @ $156/HR ❑ COMMERCIAL- SPRINKLER MONITORING $405 ❑ SPECIAL INSPECTION $161 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1092 ❑ FIRE PUMPS $639 .._......_.....--------...._.__..--.._..__._...--- -- FIRE ALARM SYSTEM ❑ 5TANDPIPE SYSTEMS $561 COMMERCIAL SPRINKLER MONITORING $405 ❑ WATER TANKS $390 ❑ COMMERCIAL -FIRE ALARM SYSTEM $1092 STORAGE TANKS ❑ DISPENSERS ONLY HOURLY @ $156JHR ❑ ABOVE GROUND HOURLY 0 $1561HR LOCTI application type mludes a Technology Lnnancement Fee55 & Records Management Fee 510 City of La Quinta Bulkbg ar Safely Dtirislon Peritllt ROL Box 1904,78-493 C21le Tamplad 4-Qubta, C4,92253 - (760) 777 7012 Btfiring PeMlt-Application'and Tracking Shut PrajectAddtess:MASTER PLAN 5 (AS -BUILT TO F8S-2U47-o043) pvmcr+s14 me:LENNAR A.P.Nwnber. Addrm:980 MONTECITO ❑R. # 302 Legal aescripdon: MASTER PLAN TYPE 5. - . dry, ST. zip: CORONA, CA 92879 Contractor. FIRE SPRINKLER SYSTEMS, INC - %lophono: Address: 705 E. HARRISON ST. #200 FrajectDeacription. City,$T.Zip: CORONA, CA 92879 INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS Telephone: 951-272-2522 "101tyin 46 HEADS ! 4,832 5F Sttrte Lie. # : 584600 #; 762890 Arch, 8ugr., Designer. " Address: - Ciry, Sri, Teiegiwne CoitSgCllCtiOn rypen V-B Occupancy: f23.1i1 State Lim : Proiect type (circle onek New AWrL Alter Repair Demo Name of Coomu Penon: JAME 1315HIP Sq. FLt 4,832 SF -9 Slarie- 1 0U,1 : N1A Telsphaue o of Coma Pelson: %1-272-2522 EslimWM Vab a of prajeci: $2,190.00 APPLICANT: DO'NOT YVFIIM BELOW THIS LINE q Submittal Regld Reed TiRAltlt; M 1?FRlldlf 1PF1 Plan Sell Plan Ckaksubmitted Item Amauat Structural Calm Revtewed, rmdy fvr vurcedons Flan ChcckDtpvsit. . Truss Cabs Called ianntaCt Person Pian Cherlc ]aalance_ Title 24 Cares. Plans pleked up Canstrucdmr ' FIQW pWR plan Plans xdutmitlad ' 1LterbantW Grading plan Z" Uvvlew, ready for conwiiatssfrssue E tarical $ubtpnmzturLIst Called CDntactPUwn Plvimblag Grant steed Plans pld od up KOA. Approval Plans resubmitted crsding Yi�t liOUSi?s- ''` Balm', ready for oarreetionalissue Xlevoetoper fsapaetFee PiannIng Apprmal. Called Cvntatt Person I A LP.P. Pulb t?I!lts. Appr Date of permttissue Sckool Fccs Total Permit Fees