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FCMP2019-0006 Andalusia Plan 22Project Details PROJECT NUMBER F FCM P2019-0006 City of La Qu i nta �VI'T4�Im 2w Description: ANDALUSIA / FIRE SPRINKLER / MASTER PLAN 22 / HEADS: 52 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN Status Date: 7/16/2019 Subtype: FIRE SPRINKLER MASTER PLAN Applied: 7/16/2019 Address: 59000 MADISON ST Approved: 9/24/2019 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: ADDITIONAL SI Project Surnm CASE OPEN OPEN DAYS COMPLETED REVIEWS 3 ACTIONS 1 INSPECTIONS CONDITIONS 1 qqUIA • • le CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PERMIT APPROVED BY KOHL ON 9/24/19. STATUS CHANGED NOTE KAYLI ALFORD 9/25/2019 9/25/2019 FROM "APPROVED" TO "APPROVED WITH CONDITIONS" DUE TO FEES BEING OWED. CONDITION DATE DATE DATE CONTACT STATUS REMARKS NOTES TYPE ADDED REQUIRED SATISFIED PERMIT APPROVED BY KOHL ON 9/24/19. STATUS CHANGED FROM "APPROVED" TO "APPROVED WITH CONDITIONS" DUE TO FEES FEE - A KAYLI ALFORD 9/25/2019 10/1/2019 10/1/2019 COMPLIES COMPLETE BEING OWED. MASTER FIRE PLAN SET ISSUED, BUT NO FIRE JOB CARD ISSUED PER KAYLI. FEES COLLECTED FROM RYAN MARSDEN. Printed: Wednesday, February 15, 2023 3:56:02 PM 1 of 4 `e. CENTRALSQLIARE Project Details PROJECT NUMBER F FCMP2019-0006 City of La Qu i nta �VI'T4� NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 angela@SymonsFP.co m BILL TO SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 angela@SymonsFP.co m CONTRACTOR SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 angela@SymonsFP.co m OWNER T D DESERT DEV 81570 CARBONERAS LA QUINTA CA 0 • • • 01 CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 1 $160.00 $160.00 10/1/19 R54076 2215 CHECK SPARKS JLIM CONSTRUCTION Total Paid for FIRE FEES: $160.00 $160.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 10/1/19 R54076 2215 CHECK SPARKS JLIM CONSTRUCTION MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 10/1/19 R54076 2215 CHECK SPARKS JLIM ENHANCEMENT FEE CONSTRUCTION Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 $186.00 $186.00 • INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE Printed: Wednesday, February 15, 2023 3:56:02 PM 2 of 4 CENTRALSQLIARE Project Details PROJECT NUMBER F City of La Qu i nta FCMP2019-0006 THIS PERMIT WILL BE CHARGED AT AN HOURLY KOHL RATE. THIS REVIEW IS FOR ANDALUSIA PLAN TYPE 1ST FIRE (2WK) 7/11/2019 7/25/2019 7/29/2019 REVISIONS REQUIRED 22 HETRICK Letter of corrections in attachments WE HAD PREVIOUSLY SPOKEN TO THE APPLICANT AND LET THEM KNOW WE WANTED EACH OF THE PLAN TYPES SEPERATED AND NOT IN ONE PLAN SET. THEY SENT OVER THE NEW MASTER PLAN 1ST PERMIT ARMANDO 7/16/2019 7/16/2019 7/16/2019 COMPLETE SUBMITTALS SEPERATED BY PLAN TYPE, I HAVE TECHNICIAN (1DAY) MAGALLON CREATED A PROJECT FOR EACH PLAN TYPE (FCMP2019-0005 - FCMP2019-0007) AND I HAVE VOIDED THE INITIAL REVIEW(FCMP2019-0001) WHICH HAD ALL PLAN TYPES TOGETHER. 72ND FIRE (3WK) KOHL 9/9/2019 9/24/2019 9/24/2019 APPROVED SEE ATTACHMENTS HETRICK :• i •' • I I IF-4141 ; I LVI 14 0 1 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/28/2021 JOSE DELGADO APPROVED HYDRAULIC APPROVED HYDRAULIC 0 CALCULATIONS.pdf CALCULATIONS.pdf FCMP2019-0006 FCMP2019-0006 DOC 10/28/2021 JOSE DELGADO CORRECTION CORRECTION 0 RESPONSE.pdf RESPONSE.pdf DOC 10/28/2021 JOSE DELGADO FIRE REVIEW FIRE REVIEW 0 APPLICATION.pdf APPLICATION.pdf DOC 8/7/2019 KAYLI ALFORD Nolan Sparks Nolan Sparks 0 Authorization Letter.pdf Authorization Letter.pdf DOC 9/30/2019 KAYLI ALFORD Ryan Marsden Auth Ryan Marsden Auth 0 Letter.pdf Letter.pdf DOC 7/27/2020 KAYLI ALFORD FCMP2019-0006 FCMP2019-0006.pdf 0 approved set.pdf Printed: Wednesday, February 15, 2023 3:56:02 PM 3 of 4 CENTRALSQLIARE Project Details PROJECT NUMBER F FCM P2019-0006 City of La Qu i nta low Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED FCMP2019-0006- FCMP2019-0006- DOC 7/29/2019 KOHL HETRICK ANDALUSIA - MASTER ANDALUSIA - MASTER 0 PLAN 22- CORR.docx PLAN 22- CORR.docx FCMP2019-0006 - FCMP2019-0006 - DOC 9/24/2019 KOHL HETRICK ANDALUSIA - MASTER ANDALUSIA - MASTER 0 PLAN 22 - COND OF PLAN 22 - COND OF APPROVAL.docx APPROVAL.docx Printed: Wednesday, February 15, 2023 3:56:02 PM 4 of 4 CENTRALSOUARE s s HS11abld Features - CULus Listed as Residential Sprinklers • Push -On cover plate installation LoYV water ilow requirements Product Description Model RFC Series residentiaf sprinklers are flat cover plate, concealed pendent sprfnklers intended for installation in accordance with NFPA 13. NFPA 13R, or NFPA 13C_ The sprinklers are eULus Listed as Residential Sprinklers in ao- cardanca with UL 1626, In additlon, Model RFCLL Series sprinklers are eULus Certified for Health Ffi eras to NSriANSI standard 61 Annex G (LL] and Australian WaterMark Certified (WMCS), Model RFMG sprinklers have a 165'F (74°C) temperature rated luslble-link operating element. Model RF343, RFC49, RFC58, and RFC76 sprinklers are offered with either a 165=F (74`01 or 212'F (100°G) temperature rated fusible -link oper- ating elerneni. 5prrnklers wiM a 165°F (74°C) temperature ratng are ordinary temperature classificatjon and are listed for use with a 185°F (571G) temperature rated cover place. Sprinklers with a 212'F (100'C) temperature rating are inter- mediate temperature classification and are listed for use with a 1$5°F (741C) lemperature rated cover plate. Model RFG Series sprinkiars are installed with a Model RFC cover plate. MOdol RFC cover plates may be installed by ei- ther pushing or threading the cover plate into the sprinkler cup. Model RFC30, RFC t-L, RFC43. RFC431-L, RFC49 and RFC49LL sprinklers allow 112" (13 mm) of cover plate adjust- ment. Model RFC58 and RFC76 sprinklers allow W4' 119 mm) of cover plate adjustment. Model RFC cover plates are avail- able in a variety of finishes as listed In Table H. Bulletin 005 May 2019 Model RFO Series Residential Sprinklers Flat Concealad Penderil eULus Listed I Model RFMO & RFC301-1- Model RFC49 9 RFC49LL sprinkler Model Ngntinal K-F&cLtlr gPM/psi' 0/min/bar"I Max. Covvemge Area ft x ft (m x M) Listings Approvals Sprinkler Identftr lion Number (SIN) RFC30 3.0143] 14 x 14 (4.3 x 4,3) eULus RA0611 RFC90LL 3.0 (43] 14 x 14 (4.3 x 4.31 eULus, LL,INMCS RA3211 RFC43 i 4.3 (62) 20 x 20 (6.1 x 6.1) eULus RA0612 RFC43LL 4.3(62) 20 x 2016.1 x e.l] eULus, LL, WMCS RA3212 RFC49 4.9 l71) 77 2Q (8,1 x 6. f) eULus RAO.816 RFCC49LL 4.9(71) 20 x 29 (6,1 x 6.1) eULus, LL, WMCS RA3215 RFC58 5.8 ($4) 20 x X (6.1 x 6.1) eULus RA0613 RFC76 _ 7,6(1091 20 x 20 (6.1 x 6,1) eULus RAD6ia LL: eULus Certified for Health El Gm to NSFIAfJ8151andard Si W1 iex G (Less than 0.25% Lead content]. f WMCS: Australian Watermark Certified. www. reliable spr inkier cow Technical SpRaificawns Sensltl�fty Style: Flat Concealed Pendent Fast -response Threads: 10NPT or W 7.1 R 1I2 Nominal K-Factor, 4.3 (62 metric) Temperature Ratling Max. VlA wkirg Pressure: 175 psi (12 bar) Ordinary: MhL Spacing; S it. (2,4 m) 165°F l74°C) sprinkler` 135'P (57°C) cover plate Material SpeciflasUons Irnermediatc; Thermal Serlsa - Make Ailey Solder Link 212°F (li)O'C) Sprinkler Sprinkler poly; Brass Alloy 165°' (74°C) cover [Aare Levers: Bronze A9oy Poke: Brass Alloy Cover Plate sealing Assembly: Nickel Alloy with F'1 FE MOCW ffFC cover plate Load $Crew: Bronm Alloy Powers: Copper Alloy 3pritNder Wrench Pins; Btaintess Sleet Model FC (without wrench -able ca P) bef6ector-13rooze Alloy Model W3 (with wrerich-able Cap) Bottom view: Cup: Steel Listings and Approvals Cover Plate Finishes cULus Listed to UL 1626 (See Table H) cUtus Certified for Health Effects to NSPANSl Standard &1 Annex G (RFC43LL only) Watermark Certified (RF043LL only] Model RFC$ dr RFC43LL Sprinkler Components and Dimenslons Threads 2-5r16" {5t3 mrny 010. Body Cup Tower 1.374" (44 mmy +- 114- (S mm) Fusible Link Nomfnal face Of Wing ro ceiling Deflector (reGac[ed} Pin detl] ♦\\y��t r/r•N/ 'S f iT ....•. .•:-r-..-..ti3-- - ✓7erFa9Cror {extendtenor ed} � Model RFC Cover Plate 3-5ji6, (84 mm) pia-� Ceiling Blinds! RFr'_AR[ I tin -meter Lr,.rir-U. r .. f'v:•n .:.-. -l♦ Minimum Plow and Residual Pressure "I Max, Coverage Area to Ordinary Temperature Intermediate Temperature Flow Pressure Flow Pressure ft. x % (m x tn) gpm psi op psi Wmin) (bar) (1/min) (bar) 15 x 15 12 716 12 7.8 (45 x 4.6y (45) fo.54) (45) (0.54) 16 x 16 13 9.1 13 9.1 (4.9 x 4.9) (49) u (Q.63) (49) (0.63) 18 x to 18 17.5 (5.5 x 5.5) (58} t1.211 - 20 x 20 21 23-8 (6.1 x6.11 (79) (1.64) rvoces: I. For NFPA 13 lftMallations the sew par sprinkler frxast be the greats: of: (1) the Flow listed in Table C above and (2) the How required to achieve a minimum design density of 0A gprrk?sq 1t over" design area of t-be sprinkler. 2. For coverage area dimensions less then those listsd above, use the minimum required flaw for 1.1is next larger max coverage area imed. &Ale0n 466 Page of 8 MEry 2019 vvmN,-reliab1npr:nk3er.cam Bulletin 125 May 2019 nel labl4i Model F1 Res Series Glass Bulb Residential Sprinklers �.Jt.us Listed Features • eULus Lislad Residential Sprinklers • Available in pendent and horizontal sidawall orientations • Decorative finishes available, including recessed escutch- eons and Conical concealed cover plates Product Description Model Ft Res pries sprinklers are residential sprinklers with a 9 mm n1Rve hiilh nr�r�rinn nEamorrt a -f u_1:-f,,,z. Well as rt[uvbfeci ano conical concealea options are aveliat}Ie a$ detailed in !his Bulletin. The F1Res Series sprinklers are specially snginssred for fast thermal response to meet the requirernarits of UL 1e26, They are intended for installation in accordance with NFPA 13, 13R, and 13D. Application The Model F19es Series s rinklers dUtu I t d Ff id t' _ rA' p s Ise as en Ia, sprinklers are intended for use in accordance with NFPA 13. NFPA 13ft, or NFPA 13D, The Model F1Re3 reside.^tfal spr]n- Design Criteria tables in this Bulletin. For NFPA 13 applications, klers are eULus Listed for use In residential occupancies and the design density shall be a minimum of 0.1 gpmrsl (4.1 mm) residential portions of any occupancy, where permitted by min,], bvt in no case shall the flow and pressure be less then NFPA 13, NFPA 1313, Or NFPA 131). For NFPA 13R and NFPA the minimum flow and pressure spealfied in She Listed Design 13D applications, the design flow and pressure shall net be. Crileriatabl®sinthis bulletin. Model FIFIesSeriessprinklersare less than the minimum flow and pressure specified in the Listed lisled for use In wet systems only. FloMdwntl mi Qnr+inklAr Cr armlet f Sprinkler model Sprinklor IN) prlentatlon K,Facta+p pmlpsl Thread Size Installation Options , Covoraga A� Number Number {SIN} �g PPmlbere� NP7 or tSl?'1'-9 lit x R [m x ail F1Res30 R3511 Pendent 3.0 (43} 112 Pendent or Recessed 16 x1B (4.9 x 4.9j FiRes49 R3516 Pendent 4.9 (71 ] f 12 Pendent or Recessed 29 )4 20 (8,1 x 6,1.1 FiRe858 R3513 Pendent 5.8 (84) 1Ja P"dant or Recessed 20 x 20 {8-t x 6.1) FIR9876 R7618 Pendent 7.6 (logl 314 Pendent or Recessed 20 x 20 (6.1 x 6AI F1 Res30 CCP R3511 Pendent 3.0 (43) f12 Conical Concealed or 14 x 14(4.3 x 4.3] Recessed F1 Ftes49 COP R3516 I Pendent 4.9(71) 1)2 Conical Ganceemd or 20 x M (6.1 x 6.1) Reoe33Bd F1Ro655 CCP R3513 Penderil 5.0(04) 1)2 Conical Concealed or 20 x 20 (6.1 x 6.1) Recessed F1Res76 CCP R7518 Pendent 7.6 (T09) V4 Conical Concealed rn 20 x 20 (6-1 x 6-1) Receased FtRgs44 HSW F13531 Horizontal Sideivall 4,4(53) V2 Recessed f6 x 2014.9 x 6.1) FINN44 SWC R3531 Hrxizofnal Sidewall 4,4(63) Vz Conical Concealed 16 x 20 (4.9 x 6,1) Ft Resm HSVV R3533 Horizontal Sidewall 5.8(84) 112 Recessea 16 x 20 (4,9 x 6,1) �HSWX& RM533 Horizontal 8id9wsAl 5.8(84) 1f2 Recessed 14 x 26(4.3 x 7.9) www-rel iablo sprinkler -Corn Technical Specifications Finishes Style; Parldentand Recessed Pendent (See Table N) Threads: 112" NPTor I807-tR112 "'4' . Nominal 1C-Facipr; 3.0 (43 waive} Temperature Ratings i�x: 1%. :W,, Max• Working Pressure: f 75 psi [12 bar} 155°F (68-C) I I ii 17YF (79•C ) f MatOdOl SpecHlcailvns n Thermal Sensor. 3 mm glass bulb Recessed Escutcheons Sprinkler Frame: Brass Alloy F2 ReCessad RUM= Copper Alloy FV Racessad' Saaili g Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Sprinklar Wrenches 41i DaHector; Bronze Allay Model 4V2 Model GFR2 (Recessed) Model FV escutcheons are not for use in positively pressurized ceiling plenums: 4lllodel F1 Res30 Residential Pendent Sprtilkler Components and Instaitation birnensigns piA Faca dfltling to firdshGd -(4$R11 ry])r]3P„ ceding I Ei2' [13mmJ r 7tl:ead5 + - i i +,+- 1,•4' ifirrml Sealing Assemdly emw 2-1M f - -Class Bulb (57mm] r T t-314' (44mmj +r ._ Load Screw '114" [Ernrnl -.._.- Deflector � 1-fir,• j 132rrm1 Dimensial>fs F2 8r FV Recessed Escurwhewi I_nstaratian Model FlResW Residential Pertdtent SnrinkLn a Wvrrrardin naainn l`dfrria !. Minimum Flow and R"Idust Pressure In Wat Pipe 9ystams+') Maximum Coverage Aram ft. x ft.lm x m} Flo"v 9pm 9/min) Pressure psi (bar) -'-�� Deflector to Ceiling Distance 12 x 12 (3.7 x 3.7) 8 (30) TO COAS) ! 1 to 4 inches (25to100mm} _ 14 x 14 (4-3 x 4.3) 10 (38) 1 f_0 (0 78) 15x15(4,6x4.6) 12(45) 16.0(1-1] 16x16 (4.9x4.9) 13(49) 18.8(1.3) rya 1. For NFP4 13 irrstall&Wm the flow per sprinkler must be the greater of: (1) the flow I Mad in the rsble above a (2) lee How required to achieve a mireinium design density et 0.1 gprrdsq ft over the design ara7 of the sprinkler. 2. For coverage area dimensions less than those lisled above, use the minimum required flow for the next urger max. covasage area listed. Bulletin 135 May 2019 Page 2 of 15 rn^,vw. rel table Sprinkler, cola 11MASTER PLAN FORII PLAN 22 CPVC PIPING AP'P1.ICATIGN PIPE SIZES MAX HANGER SPACING 3/4" 5'-6- 1" 8'-D" 1 4" Br-5. 1 1 2" 7'-D" 2- 8'-i0. HAI�ITGER LOCATIONS ARE TO BE PLACED PER MANUFACTURERES SPECIFICATIONS APPROVAL RI'Jeis;Cc, CCUl'ltY Pift' l3k'y "'ter?:Cfff�ff` 5� t e I I � 81940 Andalusia 19 Andalusia Cf unlry Club VICINTTY MAP N.T.S. � r � I i GENERAL NOTES 1. THIS IS A WET PIPE SPRINKLER SYSTEM DESIGNED AND INSTALLED PER 313.3 AND 1 OR N.F.P.A. PHAMPLET # 13-D (2016 EDITION) AND THE LA QUINTA FIRE DEPARTMENT Z ALL PIPE AND FITTINGS ARE NEW AND UL LISTED. 3. STORAGE IN ATTIC AND CRAWL SPACES NOT ALLOWED WHERE NOT PROTECTED. 4e GARAGE AND MECHANICAL ROODS TO BE SPRINKLED WW1 i5 HD. 5. SPRINKLER HEADS OMITTED FROM BATHROOMS DUE TO NON COMBUSTIBLE FIXTURES AND NOT E EEDING 55 SQ. FT. 6- = INDICATES CALL, REFERENCE POINT. 7. D ILLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH CBC- (2016). 6. ALL PENETRATIONS THROUGH FIREWALLS AND CEILINGS BETWEEN ATTACHED GARAGE AND RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TO MAINTAIN THE INTEGRITY OF THE FIREWALL. 9. MAINTENANCE BOOM AND 1 HEAD (UP TO 3 OF EACH TYPE IF REQUIRED) OF EACH TYPE USED PLUS HEAD WRENCH SHALL BE PROVIDED IN SPARE HEAD CABINET LOCATED NEXT TO RISER, % PIPE HANGERS SHALL BE IN ACCORDANCE WITH NFPA-13D AND THE WRITTEN INSTRUCTIONS OF THE PIPE MANUFACTURER. 11. ANY SPRINKLERS THAT HAVE BEEN PAINTED OUTSIDE OF THE FACTORY SHALL BE REPLACED WITH A NEW LISTED SPRINKLER PER NFPA 13-D STANDARDS. 12. EXTERIOR EXPOSED STEEL PIPING PAINTED.(BY OTHERS.) 11 CONTRACTONOWNER IS RESPONSIBLE FOR INSTALLATION OF {UNDERGROUND. (CHECK WITH SYMONS FIRE PROTECTION FOR PROPER SIZING) 14. SMOKE DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE CODE (AND TO BE INSTALLED BY OTHERS). SPRINKLER SYSTEM DESIGN CRITERIA AND FLC]"'nLT REQUIREMENTS DESIGN SPRINKLER = RELIABLE RFC 43 CONC. FLAT 4.3 K-FACTOR SPRINKLER FLOW REQ. 15' SPACING, FLAT 7'6 MAX OFF WALL FLOWS PER HEAD ARE FLOW = 13.0 GPM r II 7.8 PSI. (SIN) # RA0612 PLAN 21 SYSTEM FLOW REQUIREMENTS: Q�- 2 HIS = 34.1 GPM FLOWING W / 24.0 RESIDUAL PSI AT BASE OF RISEN � 2 HD = 29.1 GPM FLOWING W j 52.9 RESIDUAL PSI AT SOURCE �N co V ko X- C" 4r �Q- P�SN TO soy r;y r lei Z I1 0 IL M1 tit l L Z TI T C3 O0 LI•J Cn Ld -•s CS Z D rU/7 aG Z r� ' 0 'X �4:q iirl q U11 j ko N M h❑,, W 4V I to i1fJ Fn Li 1 L l Q < 3� uf4 (6 J ` ` rE.p,•1 �� 0 in U) UJ 0 � w Lt 1 00 ,J ild EL W Z LO Z ., 0 D- 0' 10 r- 1 in in LU '.- X L Cq T� Z o J CL W W) WIlX W n he LU Z cv U W V Ird LU a W r p ley v� Z�vpa� �036� 5�cc U n DATE.* 09.03.19 SCALE: A5 NOTED DRAWN BY : JOBANNY EGHEVERRIA JOB NQ, 19-0216 SHEET NO. FP1 OF FP3 La VA AREA OF PRESSURE FROM 201! — AREA OF NEW WORK, SEE EMAIL FOR PRESSURE ZONE 2014 PRESSURE I2esit01nl iat Connectian Char c t;L$cate Date:_ - - Cusevmer Name:. ----..� LID:� Black No - Lot No, Size of Lot: 5Lj. ft_ �.-....�.____ - Tract NO. .. _.v. Typo of Servico: R• 1: ` Duplex. ?..: Trinln..; I r Swsc:P= Acres swsc; Treatment: $2,436jedu coliectlan: $2,415/edu meter: inch NNter su rcharga: _ AREA OF PRESSURE fl7etar&Sefjow:�_ 9a[klvw: $ _ = Ocher: :� ;,.;C;i€i.C,i_: Isee explanation batr:wl FROM 2014 Sewer rateral; 5: 3vtaE: — [}char: Atrmcicrt Wocate 7rslarinat4ea $lrppfiad fay Celstamar CVWe systen, Axti! mvstirwater Ser - Max. J:inw= _ - _ porn ' .. Max. Flow`= - .:�:.5 gpm psi nfet 2 Urt-5-P _rP 3 1 k io-r lJ m.1rld" RutleY Pressures ? psi. Max, Flow= �_gPM - Min_ Pressuep•� '• PSI I Meter Sae r 314 inch S t m tv tie• service size- j. inch Mulls' Stand Atone F} " Prlor to Press re Re alai Valve T for Celcolmion Pur NOSes• 5eryir..e C,ynnQCttDn,Lr�Cludes: - CVWD USES WORST CASE CONDITION 5nraice Connerrlon APe=SLY, Meter Stop. Meter, Check vane a. Shut O'r v> s a, ::rrM r2 ,......... ,..,........ Teehericiarl. ... .. o; )C•.r.`,-, Approved by: ; �•�� � Dale: r ..a •r ✓;Vrr1-9S6 +r� This,3 lust a RUOTt. A fees are 5,9lect to Change'•"Px+ rRp„ lr.11dl 2019 PRESSURE Resldentia! Cnnng0o!s Charge Cstimate banuary 22, 2419 Cyst°ntor Nxatie: T.D. Desert Devlpmnt. Phone No, (7601 777-1776 Pare#I r<a. 754-6K-001 Geo. 06-07-27-4 Address: 81734 Ronda, La Quinta iia: 663512 ainck No, Let No. 84 Size ❑r Lot' 13,439 S�• ft, Tract No. 31681.3 Type of Service: R-1 Dupletr. CI Triplex; � Apra: 6,245.28 Afros: 0,48 swsc: $13,011.00 lace SCC: $ 2:436.00 Treatment: $2,4361edu Colieeti"n, $2,415]etfu Meter! $ 390,00 lneter$irer 3/4 inch Meter Surcharge: �` - _ - service S7xe: 1 inch Service: Meter & Svrvicer $ Notes: Lnds typietkan fie. 6ackllow: $ ~� Other: $ � TR 3201.3. Special Agreement (rro WSRFC v r CSC of SCC sawar Lateral: $ Ilea 0.49 screw for SWS�C. par cv" approved dwg 3$41s a V wrvice cxis is and dw; 3S 431 a [aterai exists. PL i!i-%g6 Total: � u g,pl�,Z,g T6&0l faa;Sara Ld es FROs aparavetf fly: OaRB: I r CustOnt or cvwo Sysum Ij� Domes Service Cav"eEtiano-s 977;7 29.5 gpm Max. Flow*= 29Z 9PM M65 psi ;nlet Pressure'-g6,3x psi FiriSprin$ler•Qemand# i OutietPressurea 66.72 psi Max. FlawT 26 gpm Mm_ t'rel5Vre. 49 Q5i Meter Size = 3/4 fnCh -sysxum.7YAg' J J l ` 5er+ice Size- I i€tCh A4u16 i Standalone t�ortaPressure,��lta;I�Lvalve Ltr,>Gyofiil, 275 *+ Fgr Catc tidy Avrroses•Service CvntlectiarIns{udes: rCVWDUSESWORST CASE CONDITION tar<neVt nQiaexL%Meter Scop,Mvter_Check varve&ShiitOlfvalve Calculatons: ,' 4r ` 314 "MITER 1 ".5ERVICF 1 A. Hr 1•,�;A �, Pa. Laketahul3ia sas _ 95.82 s 5a pSj '1<+ ^Air.teka� HGt., RES.r= 6n5 tans ' P+CI CSH195 'j", (: �L ate# ezc.: 15.S5 PROP. •6i S CJ r r r ss.za. a 64 P i s S � EfEV.* x.�inw 1 .., CFY1L 29.56 GPM asu-1x THY= Oornes*s[6�lafer .,.a, •' . , O to provide service remand .._..' .�Appaved by�- irr zr� -(late: f` The maker siting is for piirt check pl,rooter snly. the �gimat®rvsAunslW f i� resddq"i wtth thle Engkrrecr-vf-gecord for tho praj eLE, 2019 EMAIL PRESSURE From: Ruben Mandel eRMontlel@CVwd.org> Sent: Tuesday, June 25, 2019 1:58 PM To: Angela Pumaya cangela@symonsfp.com>; Sara Lopez s5LiDpex@cvwd.org> Subject: RE: Andalusia THESE PLANS SHALL SERVE AS The The Static pressure as Andalusia at (hw locationbetween Lot411 & 412 is appioximateiy 97.dCi psi. I (Lake Caf)itilla Pressure Zone solar Sheet 6.-7• Z7-3; ='iIaY + 16' — (-64')j/ 2.31 = 97AC Psi THE MASTER PLAN FOR T11E Ti,at,i<s, RUSIN IvipNTIEL Dev0l0l3rn&nt Services Aide REMAINDER OF THIS PROJECT FOR _r Your Ater i5 our prornize PLAN TYPES 220 Coacnella Valley Water District 75515 140vley Lane East Palni Desorl, CA 92211 i760j 3%-2661 e5d 352' wvyw,gvwd org ALL UNDERGROUND NOTES ARE FOR WORST CASE SCENARIO AND NO LOT TO EXCEED ANY MAX LENGTH, SIZE, ELEVATION, ETC. LISTED BELOW UNDERGROUND NOTES: 1, ALL LOTS TO HAVE 3/4" WATER METERS. 2. ALL LOTS TO HAVE 2" (SCHEDULE 40) PVC PIPE FROM WATER METER TO HOUSE. 3. NO ELEVATION ON ANY LOT TO EXCEED 5'FT IN ELEVATION CHANGE FROM METER TO HOUSE. 4. NO LOT TO EXCEED 20'FT FROM 8" MAIM TO 3/4" WATER METER. 5. NO LOT TO EXCEED 120' FT OF 211PVC FROM 3/4" WATER METER TO HOUSE. 6. ALL FIRE SPRINKLER RISERS LOCATED IN GARAGE. 7. ALL 3X WATER METERS WILL BE LOCATED AT PROPERTY LINE OF EACH HOUSE. V COPPRR LATTI:RAL 8' MA l .f ELaO DOMESTIC PLUMBING SHUT a �JGiq.R. ELW1W r 300Lf8. WATER G61AGE $ ItV DRAIN CL rFLOW RIMfITCH i" CHECK VALVE I TRANSITION FROM COP TO clsEfc COFAINED PWIIABING AND SPRINKLER SHUT OFF5 B.O.R. EL=9' (OPTIONAL) 120'FT WFT OF 9" CUP Et. '2 3 , OF 2',' PVC (SWEEP} TRANSITION FROM PVC TO COP { �DELxT 1^ WATER METER G CWTOR* w wU a u7 a!_2 ��aa U Cl V i N t' U q0 X_ �j ON p�$N 3 3o 777 � � 1>d r r. n LU Z 0 W 06 r ° `Ul L 0 0 W i^- t3 In Ln > W 0C LU PL/ LL r, Z 06 Ar U. U LU LU _ 2 � g W a T T W 0 J N M ❑ to N t m J ❑ r r► ri td 4c J CL LL ]- LU a 4 W Ef} k 03 LU C Q W Z Ln Z [� U) LU Ln �LL Tr Z 0 U W Uj d_ M to in 2 a�1 M he M U �00j. LU d U EEC ! LJ <4 � Z a CrJ Cr "' ag _ -L"` DATE : 09-03-19 SCALE: AS NOTED DRAWN BY. dCBANNY ECHEVERRI JOB NO. 19 -0216 SHEET NO. FPZ 0F FP3 Z- u PANTRY fir_. ��►�� REPRESENTS SOFFITS, ALL SOFFITS TO BE I' T 7 1''-1 3 N 1 REPRESENTS LIGHT FIXTURE REPRESENTS FAN Ub EL=5 15 _ ! I I DN�..2-�ETji BAR 11 'CLG i I 1 co 1 xCH l ! GREAT RM j N 51 ❑ } ENT C I ICI PATIO 1 EL=16' j E I �. i I I I CLG � I ICI B # { HEAT ! I I is i ZONE I ! • — LARCH C FP U' 6'FT FP C.9 Cr1B 40 BALL 7'-5 ICI HALL -. . EL:-- PATIO EL=1, 0�TI r VAN II 0 j A NO A. S. Q WIC 21 SO. FT I k M. BED I I Ixl 01 _ i ,` I Il HALL ��l a BATH ... 1 I� I I i I I { - O WIC ARCH f �SECTIUN UU'1` Qb) 3/16 =1'-0 HALL ARCH I 11 �II it I I I1 !! I Ij1 II fl I151 ALL 6 X 6 BEAMS1 I RTI !►I IN PORTICO ! II 117'CLGI I! I ! !! I! I 1 !I I! I j� ARCH © II I1 7 ! PORCH i L, _ CAB I�j Q 1 FEAT r i FP k CASITA r j -7'-6" A, S. ZONE! rl- i i. 25 SQ. F`1'. IEL=15' 1 — 5' loft,I CAR GARAi j I 70-- _ FINISHED CAB l VAN �C1I 1. NO S. 9 =74--_� BED 3 f. WIC WIC 30 FT: ' VAN � O �E 06) AwL FF UTIL > BATH I D r HALL _ SQ. FT.:CL ARCH LIB HALL PIPING PLAT - ALL 1" CPVC PIPINT21 /16 }� ALL 10' -0" FLAT CLG' S L. N. 0. REPRESENTS LINE _.._.._.._.._- — OF CLG CHANGE PLAN #2?jl " RISER IN WALL — =15' 2 CAR GARAGE FINISHED EL�15'� EL=15'6 ',D ACCESS PANEL T. 0. R. EL = 15' B. O. R. 5 EL = 9' PLAN 22 SY'MB I MAKE & MODEL SIN# TYPE TEMP FINISH. K-FACT CANOPY* QTY RI1L RFC 43 RAO612 RES 165 WHT 4.3 CONC/FLAT 45 E. 0 REL Fl RES30 R3511 RES 175 WHT 10 SEMUREC 7 TOTAL SPRINKLERS FOR PLAN 22: 52 f i N � , Lu z 6 n su CL Q In cl z z 0 Lo 0 99 �— z Lu LLJ L9 z � �. ,jj Lu z � V 4 � a � LLJ -N * w I CY3 ❑ ❑ ❑ kD r U .A J tp ❑ v LL N W m LL Q � o Q d rn a� W 0 ❑ e < co t Li EL m U) W Z z 0 Q — a c' w � r d r LL z Lu z O a CL Lu >{` ' uj cq V7 u+ �. uwj ��lv V)V) ou Fe LU4 �K ® Ce .4 Q Uz �. Lu z CF cy t cw ~ co i.a a O I fl u ra DATE, 09-03-19 SC► LS : ►4S NOTED DRAWN BY: JOBANNY ECHEVERRIA JOB NO. 19-021 6 SHEET NO. FP3 OF FP3 SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064w= LICENSE C16-682025 r N 7 L HYDRAULIC CALCULATIONS FOR aCU L _ 0- ANDALUSIA' - - - *** PLAN TYPE 22 u REMOTE AREA 2 HEAD CALC RELIABLE RFC 43 CONC/FLAT -.^'na iz 'Y cy3 y n FILE NUMBER: 19-0216 DATE: 9-3-19 �qcm� -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLQW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 5 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/225 sq. ft. 450 sq. ft. 2 sprinklers 24.1 gpm 29.1 gpm (5 gpm Hose STREAM) 24.1 gpm @ 24.0 psi 4.3 CANDI CAUDILLO LA QUINTA FIRE DEPT. 97.4 psi 66.7 psi 29.5 gpm COACHELLA VALLEY WATER 1-22-19 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/3f2019 C:\PROGRAM FILES\HRS SYSTEMSIHASS83y19-0216-22.SDF JOB TITLE: ANDALUSIA - PLAN 22 - 2 DEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 97.4 66.7 29.5 67.6 29.1 52.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 29.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL, DISCHARGE FROM ACTIVE SPRINKLERS 24.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 52.9 29.1 2 3.0 - - - 45.1 - - - 3 3.0 - - - - 32.1 - - - 4 5.0 - - - 30.3 - - 5 9.0 HOSE STREAM 24.0 5.0 6 15.0 - 20.1 - - - 7 15.0 - - - - 17.0 - - - 8 15.0 - - - - 15.0 - - - 9 15.0 - - - 15.2 - - - 10 15.0 - - - - 12.2 - - 11 15.0 - - - - 12.1 - - 12 18.0 - - - - 8.4 - - - 13 18.0 K= 4.30 7.9 12.1 14 18.0 - - - - 8.3 -- - - 15 18.0 K= 4.30 7.8 12.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 QATE: 9/3/2019 C:IPROGRAM FILESIHRS SYSTEMSIHASS83119-0216-22.SDF JOB TITLE: ANDALUSIA - PLAN 22 - 2 HEAD CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 29.1 0.995 PL 20.00 PF 6.4 1 0.0 SRCE 52.9 (N/A) 12.0 150 FTG TG PE -1.3 2 3.0 0.0 45.1 0.0 0.222 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 45.1 0.0 13.0 psi, 29.1 gpm 3 3.0 0.0 32.1 0.0 Pipe: 3 29.1 2.003 PL 120.00 PF 0.9 3 3.0 0.0 32.1 0.0 3.0 150 FTG 7.0 PE -0.9 4 5.0 0.0 30.3 0.0 0.007 TL 127.00 PV Pipe: 4 29.1 1.025 PL 5.00 PF 4.6 4 5.0 0.0 30.3 0.0 11.3 150 FTG 19.0 PE -1.7 5 9.0 H.S. 24.0 5.0 0.192 TL 24.00 PV Pipe: 5 24.1 1.101 PL 6.00 PF 1.2 5 9.0 H.S. 24.0 5.0 8.1 150 FTG 7.0 PE -2.6 6 15.0 0.0 20.1 0.0 0.096 TL 13.00 PV Pipe: 6 24.1 1.101 PL 11.00 PF 3.2 6 15.0 0.0 20.1 0.0 8.1 150 FTG 22.0 PE 0.0 7 15.0 0.0 17.0 0.0 0.096 TL 33.00 PV Pipe: 7 8.3 1.101 PL 93.00 PF 2.0 7 15.0 0.0 17.0 0.0 2.8 150 FTG 55.0 PE 0.0 8 15.0 0.0 15.0 0.0 0.013 TL 148.00 PV Pipe: 8 -3.8 1.101 PL 34.00 PF 0.2 8 15.0 0.0 15.0 0.0 1.3 150 FTG 30.0 PE 0.0 9 15.0 0.0 15.2 0.0 0.003 TL 64.00 PV Pipe: 9 15.7 1.101 PL 20.00 PF 1.8 7 15.0 0.0 17.0 0.0 5.3 150 FTG 21.0 PE 0.0 9 15.0 0.0 15.2 0.0 0.044 TL 41.00 PV Pipe: 10 12.1 1.101 PL 75.00 PF 2.8 8 15.0 0.0 15.0 0.0 4.1 150 FTG 29.0 PE 0.0 10 15.0 0.0 12.2 0.0 0.027 TL 104.00 PV Pipe: 11 3.4 1.101 PL 24.00 PF 0.1 10 15.0 0.0 12.2 0.0 1.2 150 FTG 29.0 PE 0.0 11 15.0 0.0 12.1 0.0 0.003 TL 53.00 PV Pipe: 12 8.7 1.101 PL 90.00 PF 2.6 10 15.0 0.0 12.2 0.0 2.9 150 FTG 86.0 PE -1.3 14 18.0 0.0 8.3 0.0 0.015 TL 176.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/3/2019 C:IPROGRAM FILES\HRS SYSTEMSIHASS83119-0216-22.SDF JOB TITLE: ANDALUSIA - PLAN 22 - 2 HEAD CALL. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 12.0 1.101 PL 92.00 PF 3.1 9 15.0 0.0 15.2 0.0 4.0 150 FTG 27.0 PE 0.0 11 15.0 0.0 12.1 0.0 0.026 TL 119.00 PV Pipe: 14 15.4 1.101 PL 24.00 PF 2.3 11 15.0 0.0 12.1 0.0 5.2 150 FTG 32.0 PE -1.3 12 18.0 0.0 8.4 0.0 0.042 TL 56.00 PV Pipe: 15 12.1 1.101 PL 6.00 PF 0.6 12 18.0 0.0 8.4 0.0 4.1 150 FTG 15.0 PE 0.0 13 18.0 4.3 7.9 12.1 0.027 TL 21.00 PV Pipe: 16 3.3 1.101 PL 16.00 PF 0.1 12 18.0 0.0 8.4 0.0 1.1 150 FTG 13.0 PE 0.0 14 18.0 0.0 8.3 0.0 0.002 TL 29.00 PV Pipe: 17 12.0 1.101 PL 6.00 PF 0.6 14 18.0 0.0 8.3 0.0 4.0 150 FTG 15.0 PE 0.0 15 18.0 4.3 7.8 12.0 0.026 TL 21.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.009 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.0 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 61.05 psi with a flow of 32.33 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 913/2019 C:\PROGRAM FILESIHRS SYSTEMSIHASS83\19-0216-22.SDF JOB TITLE: ANDALUSIA - PLAN 22 - 2 HEAD CALC. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee -------------------------------------------------------- F45E11 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 2.14 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/3/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83`19-0216-22.SDF JOB TITLE: ANDALUSIA — PLAN 22 — 2 HEAD CALC. a W F, m � 5 U1 01 � U p U1 r� -4 N 1y TJ mLo 61 N Q7 N W N rA N �L NJ i I @� ❑ 41 -rl 04 •.i 41 � `z S7 04 N N 0, 1+ -� rn W r� sn a �n Ra ao a f7� C� !!A a � u N 0 m � x 0 f f r— O O b O O Q O ,r ri O Q O b Q O O � N b OD lfl V N r-I r-I i3 aC t7 [z] R+ CG W V] PG W 04 p7 m 0 0, m a u C7 us 0 CA 10 w M a , +' � ro N � E4 0 e •� 0 U w r� •a u] � U1 � a +s r ro � " 0 0 co $4 a X as � y -0 ro rd �4 Vl � N Q7 � ay r— O O b O O Q O ,r ri O Q O b Q O O � N b OD lfl V N r-I r-I i3 aC t7 [z] R+ CG W V] PG W 04 p7 m 0 0, m a u C7 us 0 CA 10 w M a , +' � ro N � E4 0 e •� 0 U w r� •a u] � U1 � a +s r ro � " 0 0 co $4 a X as � y -0 ro rd �4 Vl � N Q7 � ay SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/3/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83119-0216-22.SDF JOB TITLE: ANDALUSIA - PLAN 22 - 2 HEAD CALL. WATER SUPPLY CURVE 108+ I I I 99+ 1 1 901 1 1 1 811 1 1 1 P 721 R E 0 [-66.7 psi @ 30 gpm S I Flow Test Paint S 63+ U I R I E I 54+ { X P S I I 45+ I I f 3 6+ I I I 27+ I 1 18+ LEGEND " I I X = Required Water Supply " 1 52.87 psi @ 29.1 gpm " 9+ I 0 = Available Water Supply " I 67.57 psi @ 29.1 gpm " I 0++-+---+----+------+------+---------+--------+_---_--_ ---+------------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) City of La Quinto Design and Development Department 78-495 Catle Tampico La Quinta, CA 92253 —'•i`•' "„''" — Telephone: (760)777-7125 Fox: (760)777-1233 www.lo-guintp.org Riverside County Fire Department Riverside Office 2300 Market Street, Ste.150 y Riverside, CA 92501 (951)955-4777 - --- --- FIRE REVIEW APPLICATION YNEW n TENANT IMPROVEMENT PERMIT NO. FCTftW(up PROJECT INFORMATION (Please Print) Project Nome: � �l ��1 �1__ —_ Sign: $11e Address: Print: city & Tip: ck ri-lLuon L G�- Pursuant to a Cooperative Agreement to Provide Fire services, the Riverside County Fire Department serves as the CEly's fire department, and the County designee serves as the Cfty's lire chief. Applicant recognizes this cantrocted arran ement and shah co m2ly with C ounly Fire De arlmeril directions. APPLICANT/CONTACT INF04MATION CONTRACTOR INFO RMA_T_10N.- Same ❑s Applic❑r1t info Applicant nldme: Coniraclor d: Concoct Person: L• Ci Coniaci Person: Mailing Address: ' 1:U C" C M00ing AdClreSs: City 8 lip: r ` rL City & zip: Phone Number, ` _ Fpx; C� Phone Number: Emoil: l L £mail: A. APPLICATION TYPE FIRE SPRINKLER SYSTEM SLIPRESIS O J ❑ NEW COMMERCIALIINDUSTRIAL N 5Y5 MISC - ❑ HAZMAT ❑ HIGH PILE RACK STORAGE ❑ NEW COMMERCIAL- U/G WATER 0 FIRE FLOW REPORT ❑ TECHNICAL REPORT RESEARCH ❑ SPECIAL INSPECTION ❑ FIR t: PUMPS Fax: ❑ COMMERCIAL - SPRINKLER MONITORING $4O5 ❑ WATER TANKS >7 COMMERCIAL - FIRE ALARM SYSTEM $1Q92 STORAGE TANKS �� ^� ❑ DISPENSERS ONLY }{ousts P SISGIRA I ❑ ABOVEGROUND HOURLY f� $155�r1R EOCh 7pplicalIOr: type includes G TechnW0gy EnhpnaTent GeC $5 Fi ReC0rd5.*!r13geme-bt Fee 511) f� $405 $795 $795 $795 $327 $327 $+483 $327 rrauALY @ $161 $639 $56i S390 CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT SHAWN C, NEWMAN -- i^'IRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org July 29, 2019 SYMONS FIRE PROTECTION, INC 12155 Paine Place Poway, CA 92064 Re: FCMP2019-0006 "ANDALUSIA 1 MASTER SPRINKLER PLAN f PLAN TYPE 22" The plans that have been submitted require the following corrections: 1. Provide Hydraulic calculations for the 2-head talc as noted on the plans for 15'x15' spacing. (Only I -head 20'x20' talcs were provided. 2. Plans shall identify the ceiling height and slope for all areas. 3. Calculations packets do not correctly or efficiently identify the water supply. The CVWD Residential Connection Charge Estimate identifies the system output water supply at the domestic (discharge side) of the water meter. *Static Pressure is 97.40 psi l 96.32 Inlet pressure 166.72 Outlet (Residual) pressure while flowing 29.5 gpm. It is suggested to start the system calculations from the discharge side of the water meter as the friction losses are already accounted for. The water supply curve should be identified based on the Static (97.4) to Residual (66.72) while flowing 29.5 GPM. a. Sprinkler system demand should not exceed 90% of the available water supply. (LAQ MUN Title 8 amendments) b. Water Supply info that was provided was 87.30 Static, 86.00 Residual, Flow 500 GPM. 4. Hydraulic Calculations and the Number of Design Sprinklers shall be consistent with NFPA 13D Chapter 10 and Section 10.2. a. Special attention should be given to 10.2.1(2) and the specific requirements for sprinklers located in the beams and the room to not exceed 600 square feet b. Rooms and design areas that do not comply with Section 10.2.1 and 10.2.3, Fire will accept a minimum 3-head calc for these areas. 5. Plans identify the installation of components that are not specifically required by NFPA 13D (ITV, Bell, FAU Attic Coverage when not located on habitable level). Provide plan notes, if desired, identifying the inclusion of system components beyond the minimum requirements. a. Bell location, if provided, should be located towards the front accessible side of the structure and directed to the road or neighboring residence to ensure that it could be heard. Questions should be directed to the Riverside County Fire Department, Office of the Fire Marshal, La Quinta Office at 78495 Calle Tampico, La Quinta, CA 92253. Kohl Hetrick - Fire Safety Specialist PL�=W �. llllff� W:�l Ff"AEF' Z/VC_ f3ESPC31VS1\/E ♦ r.ZESQUI2CEFUL ♦ fzEl-IASLE September 4, 2019 Re: Correction responses FCMP2019-0006 "ANDALUSIAIMASTER SPRINKLER PLAN 1 PLAN TYPE 22" Correction # 1 2 head calc has been provided for 15'ft spacing. There will not be any 20'ft spacing. Correction # 2 All ceiling heights have been labeled on plans under piping plan label. Correction # 3 Calculations have been fixed with the gpmi's and flows. Correction # 4 No beams or optional beams will be built for this plan type. All flat smoth ceiling's. Correction # 5 All componants have been deleted that is not required. Thank You, Candi Caudillo Designer (619) SW6364 candi*symonsfp.com 12156 Paine Place + Poway, CA 92064 + (619) 588-6364 + Fax (619) 588-6805 * CA Lie. #682025 AW! r2ESP<=>NSIVE ♦ r2ES4-->UFR<--EFUL ♦ fZEL1BLE August 6, 2019 Re: Andalusia master plan submittals To Whom It May Concern, For the project listed above, I give approval for Nolan Sparks, general contractor with T.D. Desert Development to signed and pick up permits/plans for The Andalusia project. If any payment is due at the time of issuing permits Nolan is also approved to make such payments. FMCP2019-0004 (Plan Type 23, 25 & 26), 0005 (Plan Type 21), 0006 (Plan Type 22) & 0007 (Plan Type 24). Thank you, Aiigela Zujnaya Design] C aordina[or Symons Fire Pro(e(-(111 12155 Paine Place Powa),, CA 920{1. Phone: 619-588-6 364 Fax- 619 ,58M80 5 Email: aligcL-t@SymonsF1'.com wmv.SynionsFP.com 12155 Paine Place * Poway, CA 92064 4 (619) 588-6364 * Fax (619) 588-6805 * CA Lie. #682026 CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT Ott �SH~4 C. NEWMAN - FIRE CH]r- OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 - Phone (760) 777-7074 • www.rvcfire.org September 24, 2019 SYMONS FIRE PROTECTION INC 12155 Paine Pl. Poway, CA 92064 Re: Residential Fire Sprinkler MASTER Plan Review — Andalusia f Master Plan 22 FCMP2019-006 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved. All Production Lots covered by these plans shall individually comply with the following: Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydra static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist 119MOVA !ffwmitmid� �22 FIIWAIL= P""'WASAL-Tlt7AIy rIIVC.. RESP4N51VE t RESQUI-24=EFUL ♦ f�EL1ABLE September 30, 2019 Re. Andalusia master plans type 22 and 24 To Whom It May Concern, For the project listed above, I give approval for Ryan Marsden, general contractor with T.D. Desert Development to signed and pick up permits/plans for The Andalusia project. If any payment is due at the time of issuing permits Ryan is also approved to make such payments. Permits may be pulled from these master plan types. Thank you, Angela Guinaya Design Coordinator Symons Fire Protection 12155 Paine Place Poway, CA 92064 Phone: 619-588-6364 Fax: 619-588-6905 Email; aiigela@SymonsFP.com ,Aww.SyinonsFP.com RECEIVED OCT 01 2019 CITY OF LA QUWA DMGH MD DEMDPMENTDERARiMENT 12155 Paine Place ♦ Poway, CA 92064 (619) 588-6364 + Fax (619) 588-6805 CA Lic. #682025