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FCMP2019-0005 Andalusia Plan 21a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2019-0005 MoFT�- Description: ANDALUSIA / FIRE SPRINKLER / MASTER PLAN 21 / HEADS: 44 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN Status Date: 8/15/2019 Subtype: FIRE SPRINKLER MASTER PLAN Applied: 7/16/2019 Address: 59000 MADISON ST Approved: 8/29/2019 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: ADDITIONAL SI I REVI ACT INSPECT CONDIT •• • • CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES RECEIVED REVISED PLANS VIA MAIL FOR MASTER PLAN TYPE NOTE KAYLI ALFORD 8/15/2019 8/15/2019 21. APPLICANT INCLUDED A RETURN ENVELOPE TO SEND BACK THE PLANS ONCE THE REVIEW IS COMPLETED. PERMIT HAS NOW BEEN APPROVED AND ISSUED TO NOTE JACK LIMA 8/30/2019 8/30/2019 APPLICANT. PLAN CHECK HAS BEEN LEFT AS APPROVED. APPLICANT NEEDS TO APPLY FOR SEPERATE PERMITS WHICH WE WILL ISSUE. NOTE KAYLI ALFORD 8/30/2019 8/30/2019 MAILED 1 SET OF APPROVED PLANS TO SYMONS WITH RETURN ENVELOPE Printed: Wednesday, February 15, 2023 3:38:42 PM 1 of 4 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2019-0005 MoFT�- 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 • IN • 01 CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY Credit Card Fee 101-0000-43505 0 $6.23 $6.23 8/30/19 R53054 0001 CREDIT NOLAN SPARKS JLIM CARD Total Paid for Credit Card Fee: $6.23 $6.23 FIRE STAFF - PER HOUR 101-0000-42420 1 $160.00 $160.00 8/30/19 R53054 0001 CREDIT NOLAN SPARKS JLIM CARD FIRE STAFF - PER HOUR 101-0000-42420 1 $160.00 $160.00 8/30/19 R53054 0001 CREDIT NOLAN SPARKS JLIM CARD Total Paid for FIRE FEES: $320.00 $320.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 8/30/19 R53054 0001 CREDIT NOLAN SPARKS JLIM CARD MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 8/30/19 R53054 0001 CREDIT NOLAN SPARKS JLIM ENHANCEMENT FEE CARD Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 Printed: Wednesday, February 15, 2023 3:38:42 PM 2 of 4 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2019-0005 MoFT�- INSPECTION TYPE I INSPECTOR I SCHEDULED I COMPLETED I RESULT DATE I DATE REMARKS NOTES RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE THIS MASTER PLAN REVIEW WILL BE CHARGED AT 1ST FIRE (2WK) KOHL 7/16/2019 7/26/2019 7/29/2019 REVISIONS REQUIRED AN HOURLY RATE. HETRICK See 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 PERMIT TECH 7/16/2019 7/17/2019 7/16/2019 COMPLETE SUBMITTALS SEPERATED BY PLAN TYPE, I HAVE TECHNICIAN (1DAY) BUCKET 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 8/15/2019 8/29/2019 8/29/2019 APPROVED 1ST RESUBMITTAL 1ST RESUBMITTAL HETRICK :• •' • Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/28/2021 JOSE DELGADO Fire Review Doc1_Partl.pdf 0 Application.pdf DOC 10/28/2021 JOSE DELGADO Symons Corrections.pdf Doc1_Part2.pdf 0 DOC 10/28/2021 JOSE DELGADO Plans require Doc1_Part3.pdf 0 corrections letter.pdf DOC 10/28/2021 JOSE DELGADO Approved Hydraulic Approved Hydraulic 0 Calculations.pdf Calculations.pdf Printed: Wednesday, February 15, 2023 3:38:42 PM 3 of 4 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2019-0005 MoFT�- Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED Corrections Required Corrections Required DOC 10/28/2021 JOSE DELGADO Hydraulic Hydraulic 0 Calculations.pdf Calculations.pdf FCMP2019-0005 Plans - FCMP2019-0005 Plans - DOC 10/28/2021 JOSE DELGADO Correctiosn Correctiosn 0 Required.pdf Required.pdf DOC 8/7/2019 KAYLI ALFORD Nolan Sparks Nolan Sparks 0 Authorization Letter.pdf Authorization Letter.pdf DOC 7/8/2020 KAYLI ALFORD FCMP2019-0005 FCMP2019-0005.pdf 0 Approved set.pdf FCMP2019-0005 - FCMP2019-0005 - DOC 8/29/2019 KOHL HETRICK ANDALUSIA MASTER ANDALUSIA MASTER 1 PLAN 21- COA.pdf PLAN 21- COA.pdf Printed: Wednesday, February 15, 2023 3:38:42 PM 4 of 4 CENTRALSOLIARE S. Bulletin 006 May 2019 Model RFC Series Residential Sprinklers Rehliabld Flat ConcealedPendent Listed Features • cULus Listed as Residential Sprinklers • Push -On cover plate installation • Low water flow requirements Product Description ('- 4 Model RFC Series residential sprinklers are flat cover plate, concealed pendent sprinklers intended for installation in Model RFC30 & RF03OLL Model RFC43&RFC43LL accordance with NFPA 13, NFPA 13R, or NFPA 13D. The sprinklers are cULus Listed as. Residential Sprinklers in ac- cordance with UL 1626. In addition, Model RFCLL Series sprinklers are ci Certified for Health Effects to NSF/ANSI standard 61 Annex G (LL) and Australian WaterMark Certified (WMCS). Model RFC30 sprinklers have a 165-F (74-C) temperature _ rated fusible -link operating element. Model RFC43, RFC49, RFC68, and RFC76 sprinklers are offered with either a 1651F (74-C) or 212'F (ip0°C) temperature rated fusible -link oper- ating element. Sprinklers with a 165'F (74°C) temperature Motlet RFC49 & RFC49LL Model RFCS8 rating are ordinary temperature classification and are listed for use with a 135°F (57°C) temperature rated cover plate. Sprinklers with a 2121E (100°C) temperature rating are inter- mediate temperature classification and are listed for use with a 165°F (74°C) temperature rated cover plate. Model RFC Series sprinklers are installed with a Model RFC _,..,.. cover plate. Model RFC cover plates may be Installed by el- ther pushing or threading the cover plate Into the sprinkler +; cup. Model RF030, RFC30LL, RFC43, HF043i RFC49 and RF049LL sprinklers allow 1/2" (13 mm) of cover plate adjust- ment, Model RFC58 and RFC76 sprinklers allow 3/4" (19 mm) of cover plate adjustment, Model RFC cover plates are avail- Model RF076 Model RFC Cover Plate able in a variety of finishes as listed in Table H. Sprinkler Model Nominal K-Factor Max. coverage Am Listings & Sprinkler IdemiRee6on gpm/pelle(VmlrJbelar) it x it (m x m) Approvals Number (SIN) RFC30 3.0(43) 14 x 14 (4.3 x 4.3) cl-Lus HAO611 RFC30LL 3.0(43) 14 x 14 (4.3 x 4.3) cULus, LL, WMCS RA3211 RFC43 4.3(62) 20 x 20 SA x 6.1) cULus RA0612 RFC43LL 4.3(62) 20 x 20 B.1 x 6.1) caus, LL, WMCS RA3212 RFC49 4.9(71) 20 x 20 (61 x6, 1) cULus RA0616 RFC49LL 4.9(71) 20 x 20 (6.1 x 6.1) cULus, LL, WMCS RA3216 RF058 5.8(84) 20 x 20(6.1 x6.1) cUWs RA0613 RFC76 7.8 (109) 20x 20 (8.ixe.1) cULus RA0618 cULusl cULus Listed to UL1626, Residential Sprinklers for Fire Protection Service. LL: cULua Certified for Health Effects to NSF/ANSI Standard 61 Annex G (Less than 0.25% Lead content). WMCS: Australian WaterMark Certified. wwwrellablesprinklercorn Technical Specifications Style: Flat Concealed Pendent Threads: 112" NPT or ISO 7.1 R1/2 Nominal K-Factor: 4.3 (62 metric) Max. Working Pressure: 175 psi (12 bar) Min. Spacing: 8 f. (2.4 m) Material Specifications Thermal Sensor: Nickel Alloy Solder Link Sprinkler Body. Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing Assembly: Nickel All with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Plus: Stainless Steel corrosion: Bronze Alloy Cup: Steel Cover Plate Finishes (See Table H) Sensitivity Fast -response Temperature Rating Ordinary: 165-F (74°c) sprinkler 13VF (57-C) cover plate Intermediate: 21OF (100°C) sprinkler 165-F(74°C)cover plate Cover Plate Model RFC cover plate Sprinkler Wrench Model PC (without wrenchreble cap) Model W3 (with wrench -able cap) Listings and Approvals all Listed to UL 1626 Rol CerSped for Heean Effects; to NSF ANS' Model RFC43 & RFC43LL Sprinkler Components and Dimensions Threads - Body Cup -� Tower Fusible Link - central astmcted) Pin (extended) call(exhindis) - u..d....nn nn¢inn cAl Bottum View (5 mm; Minimum Flow and Residual Pressure "I Ordinary Temperature Intermediate Temperature Max. Coverage Area m Flow Pressure Flow Pressure n. x ft. fill gpm psi gpm psi (Vmin) (bar) (Umin) (bar) 15x 15 12 7.8 12 7.8 (4.6 x 4B) (45) (0,54) (45) (0.64) 16 x 16 13 9.1 13 9.1 (4.9x 4.9) (49) (O.t33) (49) (0.63) 18 x 18 18 17.5 -- -: (6.5x 5.5) 1 (68). (1.21) 20 x 20 21 23.8 -- -- ofx6.1) (79) (1.64) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed In Table C above and f2) the flow required to achieve a minimum design density of 0.1 gpn)/W f over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for Me next larger max coveragearea listed. Bulletin 006 Page 3 of B May 2019Hamm www.rellablesprinkieccom -- Bulletin 135 May 2019 Model F1 Res Series Glass Bulb Residential Sprinklers cULus Listed Features • cULus Listed Residential Sprinklers • Available in pendent and horizontal sidewall orientations • Decorative finishes available, including recessed escutoh- acres and conical concealed cover plates Product Description Model F1 Res Series sprinklers are residential sprinklers with a 3 mm glass bulb operating element. A variety of K-Factors as well as recessed and conical concealed options are available as detailed in this Bulletin. The F1Res Series sprinklers are specially engineered for fast thermal response to meet the requirements of UL 1626. They are Intended for installation in accordance with NFPA 13, 13R, and 13D. Application The Model F1Res Series sprinklers cULus Listed Residential sprinklers are intended for use in accordance with NFPA 13, NFPA 13R, or NFPA 13D. The Model FiRes residential sprin- Design Criteria tables In this Bulletin. For NFPA 13 applications, klers are cULus Listed for use in residential occupancies and the design density shall be a minimum of 0.1 gpm/sf (4.1 mm/ residential portions of any occupancy, where permitted by min), but in no case shall the flow and pressure be less than NFPA 13, NFPA 13R, or NFPA 13D. For NFPA 13R and NFPA the minimum flow and pressure specified In the Listed Design 13D applications, the design flow and pressure shall not be Criteria tables in this bulletin. Model Fl Res Series sprinklers are less than the minimum flow and pressure specified In the Listed listed for use in wet systems only. C¢¢W¢n1i¢I Ron.lel¢r Rnmm- Sprinklx nnkler Identification Orientation ppar Thread SiInstallation Options Max. Coverage Arse Model Number (SIN) YIpm/bar'+q NPT or 1507-7-1 fl x N Im x m) Fi Res30 R3511 Pendent 8.0(43) V2 Pendent or Recessed 16 ale (4.9 x 4.9) Fill R3516 Pendent 4.9(71) 1/2 Pendent or Recessed 20 x 20(6.1 x6.1) Fl Res58 R3513 Pendent 5.8(84) 112 Pendent or Recessed 20 x 20 (8.1 x 6.1) of Res76 R7618 Pendent 7.6(109) 3/4 Pendent or Recessed 20 x 20 (6.1 x 6.1) F1 Res30 CCP R3511 Pendent 3.0(43) 1/2 Conical concealed orRecessed14 x 14 (4.3 x 4.3) F1Res49 CCP R3518 Pendent 4,9(71) 1(2 Conical Concealed or Recessed 20x 20 (6.1 x8.1) F1Res58 CCP R3513 Pendent 5.6(84) 1/2 Conical Concealed or Recessed 20 x 20(81 x6.1) F1Res76 CCP R7618 Pendent 7.6(109) 3/4 Conical Concealed or Recessed 20 x 20 (6.1 x 6.1) Fi Ril HSW R3531 Horizontal Sidewalk 4.4 (63) 1/2 Recessed 16 x 20 (4.9 x 6.1) Fi Res44SWC B3531 Horizontal Sitlewell 4.4(63) 1/2 Conical Concealed 16 x 20(4.9 x 6.1) F1 Rea58 HSW R3533 Horizontal Sidewall 58 (84) 112 Recessed 16 x 20 (4.9 x 6.1) F1 Rea 58 RA3633 Horizontal Sidewall 5.8 (84) 1/2 Recessed 14 x 26 (4.3 x 7.9) HSWX www.reliablespdnkler com Technical Specifications Finishes Style: Pendent and Recessed Pendent (See Table N) Threads: 1/2' NPT or 1S07-1 Rt/2 Nominal K-Factor: 3.0 (43 metric) TMnpor Ratings Max. Working Pressure: 175 psi (12 bar) 155°F (681 1759F(79-0) Material Specifications Thermal Sensor.. 3 mm glass bulb Freeness! Escutcheons Sprinkler Frame: Brass Alloy F2 Recessed Button: Capper Alloy FV Recessetl' Sealing Assembly Nickel Alloy with PIFE Load Screw: Bronze Alloy Sprinkler Wrenches Defector. Bronze Alloy Model W2 Model GFR2(Recessed) ' Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1 Rea30 Residential Pendent Sprinkler Components and Installation Dimensions 2114"(57mm) W\. Faadf-,g 1-1sw bfrilMd Permi)DIA I eel® 1/703mm) H- fair iemfl I(Thaed. Winston Flat Deflector Seating Assembly 210M Glass BtAb (57Lend Screw (32mm) components Dimensions kill 91 basin Rurrlandial Pendant Sprinkler tivdraulio Denton Criteria 1-314°(44mm)+/- V4° (8mm) A��) 2-IA. F28 FV fleceasad Escutcheon, Installation Minimum Flow and Residual Pressure in Wet Pipe Systemanl Maximum Flow Pressure Defector to Coverage Arearl gym(Vol Fell (bar) Coiling Distan- fit. x Mine x off 12 x 12(3.7 x 3.7) 8(30) 7.0(0.48) 1to 4 inches (25 to 100 rare) 14 x 14(4.3 x 4.3) 10(38) 11.0(0.76) 15x15 (4.8 x4.6) 12(46) 18.0 (1.1) 16x 16(4.9 x 4.9) 13(49) 18.8(1.3) Notes: 1. FW NFPA 13Installations Me flow per sprinkler must be the greater of. (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ff over the design area of Me sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required How for Me next larger max. coverage area listed. Bulletin 135 May 2019 Page 2 of 15 www.reliablesptlnklercom r,I (MASTER PLAN FOR PLAN 21 aYae1® IC{ I �[�QJIn�ssIF ,gltrs�v�inito�sever Kvmpao xrx imv ar1F 1r-ww avwsw r°eruit-Fitsram ra�raa n lxs CRC aRINE FKa11FR SnrxP TYPE NaNIX OK 9NRE FAmpaA 51a4' IYPE IwliER FlGURE 24 - CPVC rl4NGLA r1G11RE 22 - CPvL Il4NCER CPVC PIPING APPLICATION PIPE SIZES MAX. HANGER SPACING 3/4¢ 5'-6. 1. 6'-0. 1 1 4" 6'-6" 1 1/2- 7'-0' 2. B,-0. HANGER LOCATIONS ARE TO BE PLACED PER HANUFACTURERES SPECIFICATIONS 11 Andalusia Country Club OF 01940 AndalLusfa i VICINITY MAP N. T. S. V. ~v I j r5 U1 5 GENERAL NOTES 1. THIS IS A WET PIPE SPRINKLER SYSTEM DESIGNED AND INSTALLED PER 313.3 AND I OR N.F.P.A. PHAMPLET # 13-D (2016 EDITION) AND THE LA QUINTA FIRE DEPARTMENT 2. ALL PIPE AND FITTINGS ARE NEW AND UL LISTED. 3. STORAGE IN ATTIC AND CRAWL SPACES NOT ALLOWED WHERE NOT PROTECTED. 4. GARAGE AND MECHANICAL ROOMS TO BE SPRINKLED W1175 HD. 5. SPRINKLER HEADS OMITTED FROM BATHROOMS DUE TO NON COMBUSTIBLE FIXTURES AND NOT EXCEEDING 55 SQ. FT. 6. = INDICATES CALC. REFERENCE POINT. 7. D LLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH CBC- (2016). 8. ALL PENETRATIONS THROUGH FIREWALLS ANDCEILINGS BETWE EN ATTACHED GARAGE AND RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TO MAINTAIN THE INTEGRITY OF THE FIREWALL. 9. MAINTENANCE BOOK 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. 10. 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.) 13. CONTRACTORIOWNER 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 FLOW 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 = 12.0 GPM a 7.8 PSI. (SIN) # RA0612 *** PLAN 21 *** SYSTEM FLOW REQUIREMENTS: 2 HD = 24.0 GPM FLOWING W/ 24.4 RESIDUAL PSI AT BASE OF RISER 2 HD = 29.0 GPM FLOWING W/ 53.3 RESIDUAL PSI AT SOURCE Fire The ap'�roval of plans and specifications does not Permit the violation, deletion, omission or faulty installation of any re,yuiremerits of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. Gp�RacroR* 0� G��pr1,l N�• w �yd W o04Q� 7Q a to 00 X� O day SNON?S �P SN 3 011 it * W 'I N J 11.0 N m M0 N tmD co J W ko W W In 0) U r^^ J W U �r J 2 ] 0 ° LL W N (3) U LL QN C U 0 114 D } G a QN Ld ❑ 3 49. W Lf) ❑ QU M W J IL ', >I� W U/ W Z N Z am 1 A0 U)i r ko in N Q r_ LL 6- W CL Q 0 d W N WIC W a W) to N y �Wa Z -U W OU W_' Mini d Was ass Q y Z U Z t/! ZZC'I 9CC �5 W O ~ QQ i U o DATE: 06-26-19 SCALE: AS NOTED DRAWN BY: JOBANNY ECHEVERRIA JOB NO. 19-0216 ET NO. 1 OF FP3 LI - ea F r- y M .I-,: �,I v" 't" : '4 1 S "'Vi'�'x• NL' ,�. i VF 4'y. � t`.1'a:' l fi' fh^ '. :4." a imowl i , j : n .. «. ) " yt , „1, a I 5 - s rh AI r � i F yyyy�� b , ary Yh d9� t Cd O' ` AREA OF PRESSURE FROM 2019 - AREA OF NEW WORK, SEE EMAIL FOR PRESSURE ZONE AREA'OF PRESSURE FROM 2014 2014 PRESSURE 49 Residential COnnection.Charge Estimate Date: , r';er 25, 2034 Customer Name: 1'. D. Desert Developmem Phone No. (760) 777-1001 Parcel No. 764-660-001. Geo. 06-07-27.1 Address: 81940 Andalusia, La fluinta LID: 663352 _ Block No. Lot No. 31 Site of Lot: .., 10,019. sq.ft. Tract No.--31681-3 Type of Service: R-1: @7 Duplex: ❑ Triplex: O Apts:❑ SWsc: j 6,245.28 Acres: 0.48 swsc: $13,011.00 /acre WSBFC: scc: $ 2,46,Gp Treatment: $2A36/edu collection: $2,415/edu Meter: 390'.00 saversre: 3/4 inch Meter surcharge: $ - service Ste: 1 inch service: S .. Meier & Service $ - BackNow: $ Other: y 1, 200.00 gee explanation below) Sewer Lateral $ . Tatty- $ 1`J.27t,2H snnar: Abandon/Bakamot Abandon 1 ervi c Information Supplied By Customer _ CVWD System Data Demesne Water Demand' Service Connection -- Miss. Flow= 29.5 gpm : Max. now'= 2.91 gPm Min. Pressure= v5 Si PInlet Pressure'= lug psi Fire sprinkler Demon d• outlet Pressure= i2 psi Max. Flow- 26 gpm Min. Pressure, 49 S1 Meter Site= 34 inch System Tytx: Service site- 3 inch Mum iJ Stand Alone n s Prforto Pressure geeulatine Valve '•Eff Lalculalion Purposes. Seryslr connection includes: ' CVWD USES WORST CASE CONDITION SzMoz Cannectbn Piae=50', Meter Step, Meter, Check VaN. & Shut Off Valve Not": 7` 4d No. 31641+1 A R ahoW Th0 5W$C fee WIBbe Charged.48 per hat & due To $WWI Agr"prem we vol n Q24 tt` of 4 w,«ba'N�tB lg°r:('"eta Mom, ?ht sC Na; J!qI COn Ifiru r¢BOn PSgt'l',;ps. 30astdu izic" exlo(t "N'{elVic'Y�&`pxi�i'ivg,. p6..�} 5di-lr001abe u%"$'se)vkr taterai. E-magi Aiaebtd; to:' let ne;4i!6R�tand4 tam.: Py" ii•SBBB Technician: Sandra Villalohos Approved by: Data: id,(' / {/ cvwd-950 s""••"Thhls iusta QUOTE, ell fees are suc.,To Change"...... rq.v 1nH41 THESE PLANS SHALL SERVE AS THE MASTER PLAN FOR THE REMAINDER OF THIS PROJECT FOR PLAN TYPES 210 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" MAIN TO 3/4" WATER METER. 5. NO LOT TO EXCEED 120TT OF 2"PVC FROM 3/4" WATER METER TO HOUSE. 6. ALL FIRE SPRINKLER RISERS LOCATED IN GARAGE. 7. ALL 3/4" WATER METERS WILL BE LOCATED AT PROPERTY LINE OF EACH HOUSE. 1" COPPER LATTERAL S' MAN OOEL--O' 2019 PRESSURE T Residential Connection Charge Estimate a: January 22, 2019 customer Name: T.D. Desert Devlpmnt. Phone No. (760) 777-1776 Parcel No. 764-680-001 Geo, 06-07-27-4 Address: 81734 Ronda, La Quinta LID: 663512 Block No. Lot No. 84 Size of Lot: 13,939 ft. Tred No. 31681-3 U. ❑ Typeof5ervice: R-1: Duplex: Triplex: U Apts: SWst: $ 6,245.28 Acres: 0.48 Storm $13,011.00 /acre WSSFQ $ - Scc: $ 2,436.00 Treatment: $2,436/edu Collection:. $2,415/edu Meter. $ 390.00 Matershe: 3/4 inch Meier surcharge: $ - S.M.Ste: 1 Inch Service: $ - Meter & service: $ Notes: Lnds typicabon file. Backfiow: $ Other: $ Tit 316814. Special Agreement (no WSSFC or CSC of sewer lateral: $ - collect 0.41 acres for Silvis[. Pet CVWD approved dwg 354153 1= service exist; and dw$ 35431 a lateral exists. PZ 19.9596 Total: 9,071.28 $ Teehnickew.gan Lopez Fees Approved by, 6 Osten. 0: Information Supplied By Customer CVWD System Date Domestic Water Demand" Service commalon•' Max. Flow- 29,5 gem Max. Flow•= 29.5 gPm Min. Pressure= 65 psi. inlet Pressure'- 96.32 psi Fire sprinkler Demand" Outlet Pressure• 66.72 psi Max. Flow- 26 gpm Min. Pressure- 49 psi Meter Sue = 314. Inch System Tvoa: Ll Service She= 1 Inch Muhl Stand Alone s Prior to Pressure Reeufatina Valve asks Ry. 27.5 '•fercalodatismPurposei-serviceConn tl 1 1 d = CVWD USES WORST CASE CONDITION -SC-ne connedbn Ppe=L', Meeer Slop, Meer, Chdk VeNe&ShuC0lfWbs Calculations A H .,- ^,* 3/4 METER 1 "SERVICE P" lake Cahwlta u ,SOY 9632 > by P51 J- HGL+ 19.0.5 c S NO C68195 tt�� RES.tt= 6725 �� iM1 s at'.. 35SS REg./HT= 32 4rlA 4 66.M s 65 psi PROP. ELEV.'. 41.5 k4 Jj CIVIL 29.SO GPM '�..�jJ Ps a ox of g 41 L14�-` 0 to provide service TRY: Domestic Water Demand Ap oved by: -- r;i" Data: / ��/ The n:atersitlnaisfaplaneMek Ru "s OMy. The ulllm-m responsibility m.1411 with the Engln",W. cord for the probed. 2019 EMAIL PRESSURE From: Ruben Montiel <RMontiel@cvwd.org> Sent: Tuesday, June 25, 20191:58 PM TO: Angela Zumaya <angela@symdnsfp,com>; Sara Lopez <SLopez@cVwd.org> Subject; RE: Andalusia Hi Angela, The Static Pressure at Andalusia at the location between Cot 411 & 412 is approximately 97.40 psi (Lake Cahuilla Pressure Zone -Plat Sheet 6-7-27-3) = [145' + 16' - (-64')]/ 2.31 = 97AO psi Thanks, RUBEN MONTIEL - - Development Services Aide DNA Eq.. YourWater is Our promise .; Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 (760) 398-2661 ext. 3521 www.cvwd.oro DOMESTIC PL REGULAT PLUMB SHUT COMINED PLUMBING SPRINKLER SHUT (OPTIONAL) 1" WATER METER OF 2-, PVC EL-1 S• 300LB. WATER GUAGE 1/2" DRAIN FLOW SWITCH A- CHECK VALVE RANSITION FROM COP TO CPVC EL=9' S'FT OF 1" COP (SWEEP) TRANSITION FROM PVC TO COP O4 EL S Gp�(RACTORAr p� G��pp1J NC. W �yey s�on<�*- W L) N a d p - \ N My V 01) IN d/y SNOW N 3 00 N m n W � Z O W a ❑ O Z O N h_ Z > FWryL/ 7 O Z > pc d W � Z O F d a rc K = LL U OC 2 N G _ � a = 5 OC a � • at 4t W J I Lr) kD N m m❑ ko N Q J co on k0 W In U 1 � t- .J U J 4t to D LL ❑ ❑ N W N IL aN C U Z D i- N d W 3 ❑ 3 3 C a is W LItr) W Q W a 03 W m zZ Ln Q -, a EL �` t N to N� W r N Q LL r H W C Q O ..J LU N WCie UJ Ln Q W) cA C4 i N ne Z a GNU LU Za yOu W W 'd Q�Z LU CC ¢ d cUZ a- H 5 Z Z = 05 LU CC Z O Z ZO 3 i U O DATE: 06-26-19 SCALE: AS NOTED DRAWN BY: JOBANNY ECHEVERRIA JOB NO. 19-0216 NO.2 OF FP3 E - v, ARCH FP CAB I I R I I HEAT ZONE I I 0 II I I I I L=18' I I I �I PATIO I ¢I o I I I I L=18' I I I I ® ® DN 4'FT GREAT RM R ® 12' CLG ® iv I xl I ENTRY N 14'CLG UP N 7lll��Tlll�7ll lip 00 sum 'VAN SECTION CUT (A] 3/1611=1'-01f 11-4�900 REPRESENTS LIGHT FIXTURE ll REPRESENTS FAN m/m/ RES SOFFITS ITS TO BE SOFFITS,ENTS ' FT ALL BEDJiN -1" -� BED ---ARCH m PATIO m �A%� VAN XTn wa o' APVA— - M N L M 131 FT HALL 14'-2 -T :z m [�] w UTIL 714'-3' BED 2 m * 1. w/H REPRESENTS LINE - - - OF CLG CHANGE PLAN #21 0 I I I v I I¢I I I PORTIC 14'CLG 0 —6'-1 CASITA FP co EL=15' 3 CAR GARAGE o FINISHED 12'-9" T -5 EL=15'O EL=15'g I " RISER IN WALL W/ INT. LABELED ACCESS PANEL A T. 0. R. O . ,..: .. EL = 15' r B. 0. R. EL=9'O *** PLAN 21 *** SYMB MAKE & MODEL SIN# TYPE TEMP FINISH K-FACT CANOPY QTY REL RFC 43 RA0612 RES 165 WHT 4.3 coNC/FLAT 39 0 REL F1 RES30 R3511 RES 175 WHT 3.0 SEMI/REC 5 TOTAL SPRINKLERS FOR PLAN 21: 44 N m W � Z O o W d Q N O O U1 U_ N Z > W O Z a du Z O d a � a = LL U ~ OC = N C s W q Ln J 0 N m m0 Q�p N co U ko J U W � J 1D J O 0 LL W N M EL U aN C U 0 0 aN ' U) W 3 0 3 EL 3 is ,K w to U 1 Q U W d w 00 zL Z 0 Q- a _M NLn W N Q LL IH LU CL Q 0CL LU N WaC LU a N p H� J N WP Z U hOU r J aa.Z wQ W QQ C- p �: pUZ VN Z g a cr = 3 p o 5 L9 LU HOC ads��sz W a ~ o a U � DATE: 06-26-19 SCALE: AS NOTED DRAWN BY: JOBANNY ECHEVERRIA JOB NO, 19-0216 SHEET NO. FP3 OF FP3 - SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS CORRECTIONS REQUIRED FOR Riverside County Fire Department Office of the Fire Marshal ANDALUS IA By: * * * PLAN 21 * * * Kohl Hetrick These plans and specifications are NOT REMOTE AREA 1 HEAD CALdipproved for permits. Refer to plan comments and letter of corrections. RELIABLE RFC 43 CONC/FLAT FILE NUMBER: 19-0216 DATE: 6-27-19 —DESIGN DATA — OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW 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/400 sq. ft. 400 sq. ft. 1 sprinklers 21.0 gpm 26.0 gpm (5 gpm Hose STREAM) 21.0 gpm @ 52.2 psi 4.3 CANDI CAUDILLO LA QUINTA FIRE DEPT. 97 psi—(10% 87.3 PSI) 96 psi 500 gpm COACHELLA WAT DIST. 5-25-19 r j7-7 ? F . CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/26/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21-A.SDF ,JOB 'TITLE: ANDALUSIA - PLAN 21 - 1 HEAD 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 87.3 86.0 500.0 87.3 26.0 78.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 78.8 26.0 2 3.0 - - - - 72.3 - - - 3 3.0 - - - - 59.3 - - - 4 5.0 - - - - 57.7 - - - 5 9.0 HOSE STREAM 52.2 5.0 6 15.0 - - - - 48.6 - - - 7 15.0 - 46.1 - - - 8 15.0 - - - - 37.6 - - - 9 15.0 - - - - 41.6 -- - - 10 15.0 - - - - 31.5 - - - 11 18.0 - - - - 25.3 - - - 12 18.0 K= 4.30 23.9 21.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/26/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21-A.SDF ,JOB TITLE: ANDALUSIA - PLAN 21 - 1 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 26.0 0.995 PL 20.00 PF 5.3 1 0.0 SRCE 78.8 (N/A) 10.7 150 FTG TG PE -1.3 2 3.0 0.0 72.3 0.0 0.181 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 72.3 0.0 13.0 psi, 26.0 gpm 3 3.0 0.0 59.3 0.0 Pipe: 3 26.0 2.003 PL 120.00 PF 0.8 3 3.0 0.0 59.3 0.0 2.6 150 FTG 7.0 PE -0.9 4 5.0 0.0 57.7 0.0 0.006 TL 127.00 PV Pipe: 4 26.0 1.025 PL 5.00 PF 3.8 4 5.0 0.0 57.7 0.0 10.1 150 FTG 19.0 PE -1.7 5 9.0 H.S. 52.2 5.0 0.157 TL 24.00 PV Pipe: 5 21.0 1.101 PL 6.00 PF 1.0 5 9.0 H.S. 52.2 5.0 7.1 150 FTG 7.0 PE -2.6 6 15.0 0.0 48.6 0.0 0.074 TL 13.00 PV Pipe: 6 21.0 1.101 PL 12.00 PF 2.5 6 15.0 0.0 48.6 0.0 7.1 150 FTG 22.0 PE 0.0 7 15.0 0.0 46.1 0.0 0.074 TL 34.00 PV Pipe: 7 10.8 0.874 PL 83.00 PF 8.4 7 15.0 0.0 46.1 0.0 5.7 150 FTG 44.0 PE 0.0 8 15.0 0.0 37.6 0.0 0.066 TL 127.00 PV Pipe: 8 10.8 0.874 PL 100.00 PF 12.5 8 15.0 0.0 37.6 0.0 5.7 150 FTG 88.0 PE -1.3 12 18.0 4.3 23.9 21.0 0.066 TL 188.00 PV Pipe: 9 10.3 0.874 PL 45.00 PF 4.5 7 15.0 0.0 46.1 0.0 5.5 150 FTG 29.0 PE 0.0 9 15.0 0.0 41.6 0.0 0.061 TL 74.00 PV Pipe: 10 10.3 0.874 PL 114.00 PF 10.1 9 15.0 0.0 41.6 0.0 5.5 150 FTG 52.0 PE 0.0 10 15.0 0.0 31.5 0.0 0.061 TL 166.00 PV Pipe: 11 10.3 0.874 PL 41.00 PF 4.9 10 15.0 0.0 31.5 0.0 5.5 150 FTG 40.0 PE -1.3 11 18.0 0.0 25.3 0.0 0.061 TL 81.00 PV Pipe: 12 10.3 0.874 PL 10.00 PF 1.4 11 18.0 0.0 25.3 0.0 5.5 150 FTG 13.0 PE 0.0 12 18.0 4.3 23.9 21.0 0.061 TL 23.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/26/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21-A.SDF JOB TITLE: ANDALUSIA - PLAN 21 - 1 HEAD CALC. 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 0.008 gpm and a maximum imbalance at any node of 0.091 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 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 87.29 psi with a flow of 27.60 gpm. (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 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 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 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/26/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21-A.SDF ,JOB TITLE: ANDALUSIA - PLAN 21 - 1 HEAD CALC. 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: 6/26/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21-A.SDF .JOB TITLE: ANDALUSIA - PLAN 21 - 1 HEAD CALC. (1 0) 0) U �4 a7 El c) No -U O � D o CL N u f] S Ca -1 uu)i uuli 5 aa) z saa va u+J -ri N � c0 U U] c ar- a� � a m � U 3a 0 � N O U7 rz ri O Ch c O i c i c c c u c c ra O O O O O CQ O rI O O O O O 00 l0 a N 04 DU W w0zwUacnb,xw - Q (1) - D n W � U a �4 c� m a--) 0 o U) a) n w 4J -p 4J m ro m � H o r- -H o 4-J �A U ro w v U v W �J Fi ro � D +) v a� +-> a) O O Q � O k '0 a) v7 ro U a) p 'U N i W L7 N a) p V) a V' m a m +, O O O O O CQ O rI O O O O O 00 l0 a N 04 DU W w0zwUacnb,xw - Q (1) - D n W � U a �4 c� m a--) 0 o U) a) n w 4J -p 4J m ro m � H o r- -H o 4-J �A U ro w v U v W �J Fi ro � D +) v a� +-> a) O O Q � O k '0 a) v7 ro U a) p 'U N i W L7 N a) p V) a V' m a m +, SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/26/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21-A.SDF ,JOB TITLE: ANDALUSIA - PLAN 21 - 1 HEAD CALC. WATER SUPPLY CURVE 96+ I I I I * <-86.0 psi @ 500 gpm Flow Test Point I 80+ x I I 72+ I I I P 64+ R E S S 5 6+ U R E 48+ ( I P S I 40+ I I I 32+ I I I 24+ I I ------------- - 16+ LEGEND " Ie I X = Required Water Supply I 78.84 psi @ 26.0 gpm IF 8 + +1 I 0 = Available Water Supply it I 87.29 psi @ 26.0 gpm IF I IF 0++-+---+----+-----+------+-----+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN 21 *** REMOTE AREA 2 HEAD CALC RELIABLE RFC 43 CONC/FLAT FILE NUMBER: 19-0216 DATE: 6-27-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/225 sq. ft. AREA OF APPLICATION: 450 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 24.0 gpm TOTAL WATER REQUIRED (including hose): 29.0 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 5 BOR): 24.0 gpm @ 42.1 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 4.3 DESIGN/LAYOUT BY: CANDI CAUDILLO AUTHORITY HAVING JURISDICTION: LA QUINTA FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 97 psi-(10o 87.3 PSI) RESIDUAL: 96 psi FLOW: 500 gpm WATER DEPARTMENT: COACHELLA WATER DIST. 5-25-19 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/26/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21.SDF .JOB TITLE: ANDALUSIA - PLAN 21 - 2 HEAD CALL. 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 87.3 86.0 500.0 87.3 29.0 70.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 29.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 24.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 70.9 29.0 2 3.0 - - - - 63.2 - - - 3 3.0 - - - - 50.2 - - - 4 5.0 - - - - 48.4 - - - 5 9.0 HOSE STREAM 42.1 5.0 6 15.0 - - 38.2 - - - 7 15.0 - - - - 35.0 - - - 8 15.0 - - - - 24.5 - - - 9 15.0 - - - - 29.0 - - 10 15.0 - - - 15.6 - - - 11 18.0 K= 4.30 7.8 12.0 12 18.0 K= 4.30 7.8 12.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/26/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21.SDF ,JOB TITLE: ANDALUSIA - PLAN 21 - 2 HEAD CALL. 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 29.0 0.995 PL 20.00 PF 6.4 1 0.0 SRCE 70.9 (N/A) 12.0 150 FTG TG PE -1.3 2 3.0 0.0 63.2 0.0 0.222 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 63.2 0.0 13.0 psi, 29.0 gpm 3 3.0 0.0 50.2 0.0 Pipe: 3 29.0 2.003 PL 120.00 PF 0.9 3 3.0 0.0 50.2 0.0 3.0 150 FTG 7.0 PE -0.9 4 5.0 0.0 48.4 0.0 0.007 TL 127.00 PV Pipe: 4 29.0 1.025 PL 5.00 PF 4.6 4 5.0 0.0 48.4 0.0 11.3 150 FTG 19.0 PE -1.7 5 9.0 H.S. 42.1 5.0 0.192 TL 24.00 PV Pipe: 5 24.0 1.101 PL 6.00 PF 1.2 5 9.0 H.S. 42.1 5.0 8.1 150 FTG 7.0 PE -2.6 6 15.0 0.0 38.2 0.0 0.095 TL 13.00 PV Pipe: 6 24.0 1.101 PL 12.00 PF 3.2 6 15.0 0.0 38.2 0.0 8.1 150 FTG 22.0 PE 0.0 7 15.0 0.0 35.0 0.0 0.095 TL 34.00 PV Pipe: 7 12.1 0.874 PL 83.00 PF 10.4 7 15.0 0.0 35.0 0.0 6.5 150 FTG 44.0 PE 0.0 8 15.0 0.0 24.5 0.0 0.082 TL 127.00 PV Pipe: 8 12.1 0.874 PL 100.00 PF 15.4 8 15.0 0.0 24.5 0.0 6.5 150 FTG 88.0 PE -1.3 12 18.0 4.3 7.8 12.0 0.082 TL 188.00 PV Pipe: 9 11.9 0.874 PL 45.00 PF 6.0 7 15.0 0.0 35.0 0.0 6.4 150 FTG 29.0 PE 0.0 9 15.0 0.0 29.0 0.0 0.081 TL 74.00 PV Pipe: 10 11.9 0.874 PL 114.00 PF 13.4 9 15.0 0.0 29.0 0.0 6.4 150 FTG 52.0 PE 0.0 10 15.0 0.0 15.6 0.0 0.081 TL 166.00 PV Pipe: 11 11.9 0.874 PL 41.00 PF 6.5 10 15.0 0.0 15.6 0.0 6.4 150 FTG 40.0 PE -1.3 11 18.0 4.3 7.8 12.0 0.081 TL 81.00 PV Pipe: 12 -0.1 0.874 PL 10.00 PF 0.0 11 18.0 4.3 7.8 12.0 0.0 150 FTG 13.0 PE 0.0 12 18.0 4.3 7.8 12.0 0.000 TL 23.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/26/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21.SDF .JOB TITLE: ANDALUSIA - PLAN 21 - 2 HEAD CALC. 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) 65 9-97 60 (2) The system has been calculated to provide an average imbalance at each node of 0.009 gpm and a maximum imbalance at any node of 0.097 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 87.29 psi with a flow of 33.08 gpm. (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 AlmChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 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 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/26/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21.SDF .JOB 'TITLE: ANDALUSIA - PLAN 21 - 2 HEAD CALL. 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: 6/26/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21.SDF JOB TITLE: ANDALUSIA - PLAN 21 - 2 HEAD CALC. .co MroaOOOLCooO U5-I OD aKF-p w Co acnC� 4 ' a a O) U N�:lo s-4o m� N EQ N LL w Uc 4 ai EQ 'O N > z m a a �p ud) N :15rn caQn�aD m a a�U zi H N O O O O O co c7 FZ� �D 0 w O O O O w a' a 0Y w W W p 0Z w (D O N 04 U) m O r--I O O Lo �w I� O n (1) a e 0 m o41 0 D O w 4-3 +) 4-) U) ro E-H O O 4-) �4 U n 44 V � O � a) � r-I ro ro a) 7 D 4-) O W V a) a--) () (d U) r--f O O D 04 r) ro � O D a) 4-) ro U � -A N 0 ro � a) a) � a� -0 �4 a) a -c. a) m +, ro -ri SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/26/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21.SDF JOB TITLE: ANDALUSIA - PLAN 21 - 2 HEAD CALC. WATER SUPPLY CURVE 96+ I I I I * <-86.0 psi @ 500 gpm Flow Test Point I 80+ I I I 72+ X I I P 64+ R E S S 56+ U R E 48+ ( I P S I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND IT I „ X = Required Water Supply " 70.92 psi @ 29.0 gpm " 8+ « 0 = Available Water Supply 87.29 psi @ 29.0 gpm " I 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN TYPE 21 *** REMOTE AREA 2 HEAD CALL RELIABLE RFC 43 CONC/FLAT FILE NUMBER: 19-0216 DATE: 8-14-19 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW 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 Az .05 gpm/225 sq. ft. 450 sq. ft. 2 sprinklers 24.0 gpm 29.0 gpm (5 gpm Hose STREAM) 24.0 gpm @ 24.4 psi 4.3 CANDI CAUDILLO LA QUINTA FIRE DEPT. 97.4 psi 3&P,6 r 6f4`r' C- 66.7 psi 29.5 gpm COACHELLA VALLEY WATER 1-22-19 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. APPROVAL ATLANTA, GA Riverside au my Fire Department By: 01 .a$�Z� The approval of ��lc:ri�s�-rfick arul sjaedficaGans does not permit the violatiQri, deletion, amission or Faulty rnstalla'bon of any ra'r{u+r[�ments of Title 24 cr any Local Ordinances. Construction sha(f remain accessible and expose! far inspection purpases until VProved by tile Fire Department. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: &'/14/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21-2.SDF JOB TITLE: ANDALUSIA - PLAN 21 - 2 HEAD 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 67.7 29.0 53.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 29.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 24.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 53.3 29.0 2 3.0 - - - - 45.5 - - - 3 3.0 - - - - 32.5 - - - 4 5.0 - - - 30.7 - - 5 9.0 HOSE STREAM 24.4 5.0 6 15.0 - - - - 20.6 - - 7 15.0 - - - - 17.3 - - - 8 15.0 - - - - 15.6 - - - 9 15.0 - - - - 15.6 - - - 10 15.0 - - - - 12.7 - - - 11 20.0 - - - - 10.5 - - - 12 18.0 K= 4.30 7.8 12.0 13 18.0 K= 4.30 7.8 12.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8V14/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21-2.SDF JOB TITLE: ANDALUSIA - PLAN 21 - 2 HEAD CALL. 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 29.0 0.995 PL 20.00 PF 6.4 1 0.0 SRCE 53.3 (N/A) 12.0 150 FTG TG PE -1.3 2 3.0 0.0 45.5 0.0 0.222 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 45.5 0.0 13.0 psi, 29.0 gpm 3 3.0 0.0 32.5 0.0 Pipe: 3 29.0 2.003 PL 120.00 PF 0.9 3 3.0 0.0 32.5 0.0 3.0 150 FTG 7.0 PE -0.9 4 5.0 0.0 30.7 0.0 0.007 TL 127.00 PV Pipe: 4 29.0 1.025 PL 5.00 PF 4.6 4 5.0 0.0 30.7 0.0 11.3 150 FTG 19.0 PE -1.7 5 9.0 H.S. 24.4 5.0 0.192 TL 24.00 PV Pipe: 5 24.0 1.101 PL 6.00 PF 1.2 5 9.0 H.S. 24.4 5.0 8.1 150 FTG 7.0 PE -2.6 6 15.0 0.0 20.6 0.0 0.095 TL 13.00 PV Pipe: 6 24.0 1.101 PL 12.00 PF 3.2 6 15.0 0.0 20.6 0.0 8.1 150 FTG 22.0 PE 0.0 7 15.0 0.0 17.3 0.0 0.095 TL 34.00 PV Pipe: 7 10.1 1.101 PL 57.00 PF 1.7 7 15.0 0.0 17.3 0.0 3.4 150 FTG 33.0 PE 0.0 8 15.0 0.0 15.6 0.0 0.019 TL 90.00 PV Pipe: 8 11.4 1.101 PL 72.00 PF 2.9 8 15.0 0.0 15.6 0.0 3.8 150 FTG 49.0 PE -2.2 11 20.0 0.0 10.5 0.0 0.024 TL 121.00 PV Pipe: 9 13.2 1.101 PL 58.00 PF 3.6 11 20.0 0.0 10.5 0.0 4.4 150 FTG 56.0 PE 0.9 13 18.0 4.3 7.8 12.0 0.032 TL 114.00 PV Pipe: 10 -1.2 1.101 PL 18.00 PF 0.0 8 15.0 0.0 15.6 0.0 0.4 150 FTG 29.0 PE 0.0 9 15.0 0.0 15.6 0.0 0.000 TL 47.00 PV Pipe: 11 13.9 1.101 PL 29.00 PF 1.7 7 15.0 0.0 17.3 0.0 4.7 150 FTG 21.0 PE 0.0 9 15.0 0.0 15.6 0.0 0.035 TL 50.00 PV Pipe: 12 12.7 1.101 PL 67.00 PF 2.9 9 15.0 0.0 15.6 0.0 4.3 150 FTG 31.0 PE 0.0 10 15.0 0.0 12.7 0.0 0.029 TL 98.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8V14/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21-2.SDF JOB TITLE: ANDALUSIA - PLAN 21 - 2 HEAD CALC. 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 1.8 1.101 PL 18.00 PF 0.0 10 15.0 0.0 12.7 0.0 0.6 150 FTG 35.0 PE -2.2 11 20.0 0.0 10.5 0.0 0.001 TL 53.00 PV Pipe: 14 10.8 1.101 PL 107.00 PF 3.6 10 15.0 0.0 12.7 0.0 3.6 150 FTG 60.0 PE -1.3 12 18.0 4.3 7.8 12.0 0.022 TL 167.00 PV Pipe: 15 -1.2 1.101 PL 14.00 PF 0.0 12 18.0 4.3 7.8 12.0 0.4 150 FTG 13.0 PE 0.0 13 18.0 4.3 7.8 12.0 0.000 TL 27.00 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 61.32 psi with a flow of 32.20 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8'/14/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21-2.SDF JOB TITLE: ANDALUSIA - PLAN 21 - 2 HEAD CALC. 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 -------------------------------------------------------- AlmChk 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: 8'/14/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21-2.SDF JOB TITLE: ANDALUSIA - PLAN 21 - 2 HEAD CALC. E C t u 6 n C C� u Cl r a m 0 0 U H a . R z -,i F�-p a ") a U) a w H 0 0 o O O o O O O o O o o O � N O OD l9 N H H ��C�D axwMM �DZw 0 0 O r- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8`/14/2019 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\19-0216-21-2.SDF JOB TITLE: ANDALUSIA - PLAN 21 - 2 HEAD CALC. WATER SUPPLY CURVE 108+ I I I 99+ 90\ 81\ P 72\ R \ E 0 <-66.7 psi @ 30 gpm S I Flow Test Point S 63+ U I R E I 54X ( I P S I 45+ I I I 36+ I I I 27+ I I 18+ LEGEND " I" X = Required Water Supply " I 53.27 psi @ 29.0 gpm " 9+ 0 = Available Water Supply " 67.66 psi @ 29.0 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) City of La Quinto - v +c Design and Development Department 78-495 Calla Tompico La Unto, CA 92253 Telephone: (760)777-7125 Fax: (760)777-1233 www.lo-quinta.orr Riverside County Fire Department Riverside Office 2300 Market Street, Ste.150 Riverside, CA 92501 (951)955-4777 — - FIRE REVIEW! APPLICATION NEW O TENANT IMPROVEMENT PERMIT NO t4PXlqqw PROJECT INFORMATION (Please Printj }� ProjectName. Lk'o<�"j Gsign: Site Address:�� ,' Print City & Zip: Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County fire Department serves as the City''s fire department, and the County designee serves as the Chy's fire chief. Applicant recognizes this contracted arrange ment and shall co rnply with C ounty Fire pe artment directions. APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: Same ❑S Applicant info Applicant Name: f Coniroctor 0: Contact Person: (j JITh Lj Contact Person: Mailing Address: cc moiling Address: City & Zip: st L � f�i� ajL, City & Zip: Phone Number: _ Fox Phone Number Email: F . IRE ! NE Email: .i LA[, APPLICATION TYPE ❑ 0-35,000 SQ FT ❑ 35,001-75,000 SO FT ❑ 75,001-1 00,000 SO FT If 120,00 RAND UP I SUPRESSION. SYSTEM -_--.___-- ❑ HOOD & DUCT $639 O SPRAY BOOTH $756 ❑ CELL SITE $951 ❑ OTHER SUPRESSIOf $1185 MISC Fax: $405 $795 $795 $795 i LUMMLHL1AL/INDUSTRIAL R IDENTIAL - 1 DWELLING UNIT ! $405 $4.05 0 ❑ HAZMAT HIGH PILE RACK STORAGE $327 $327 RESIDENTIAL - (EA) ADDITIONAL x $171 ❑ NEW COMMERCIAL - U/G WATER $483 MULTI -FAMILY (3 OR MORE) FIRE ALARM SYSTEM❑ $561 ❑ FIRE FLOW REPORT TECHNICAL REPORT RESEARCH $327 HOURLY @ S156/HR $161 ❑ COMMERCIAL - SPRINKLER MONITORING $405 1 ❑ SPECIAL INSPECTION ❑ COMMERCIAL - FIR£ ALARM 5YSTEM $1092 1 ❑ FIRE PUMPS $639 FIRE ALARM SYSTEM ❑ STANDPIPE SYSTEMS $561 ❑ COMMERCIAL - SPRINKLER MONITORING 'dns 1 ❑ WATER TANKS tonn ❑ COMMERCIAL - FIRE ALARM SYSTEM{ $1092 jgj MW�-Er--V Pi A 11-t clr )tD I-U 5TOR-AGE TANKS ❑ DISPENSERS ONLY }iflUi1LY [J $7561HR ❑ ABOVE GROUND HOURLV �� 5156/HR ' EcIch opFlication type ir.cludes o Technology Enhancement Fee55 & Records yterogement Fee S?O lam"' FAr f2ESPONSl�/E August 14, 2018 Re: Correction responses ♦ RESOUr2CEFUL ♦ F?E:LlABLE Correction # 1 2 Head calc is provided for 15'ft spacing only, 20'ft spacing has been eliminated and will not be used. Correction # 2 Note on plans states all 9'ft flat ceiling's under piping plan label, U.N.O. which Represents unless noted otherwise. Those rooms are identified under the room label.. Correction # 3 The water supply has been fixed on the calculations.. Correction # 4 Beams have been eliminated and will not be installed for this plan type and a 2 head calc has been provided per section 10.2.1 (1). Correction # 5 All components have been eliminated that are not required. Thank You, Candi Caudillo Residential Senior Designer (619) 588-6364 candi@symonsfp.com 12155 Paine Place * Poway, CA 92064 4 (619) 588-6364 + Fax (619) 588-6805 * CA Lic. #682025 CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT SHAWN C. NEWMAN - FIRE CHIEF eca(2w�Kra 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: FCMP2019-0005 "ANDALUSIA / MASTER SPRINKLER PLAN / PLAN TYPE 2 1 " The plans that have been submitted require the following corrections: 1. Provide Hydraulic calculations for the 2-head calc as noted on the plans for 15'x15' spacing. (Only 1-head 20'x20' calcs 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 / 96.32 Inlet pressure / 66.72 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 am� ffAff r?ESPONSi-N/E ♦ r?ESOUr-3CEFUL ♦ r?ELIABLE 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, Angela zuniaya Dcsigli Coordinator Symons Fire Protection 12155 Painc Placc Poway, CA 92064 Plionc: 619-588-6364 Fax: 619.588-6805 Email: angcla@SymonsFP.com www.SymonsFP.com 12155 Paine Place Poway, CA 92064 (619) 588-6364 Fax (619) 588-6805 CA Lic. #682025 CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT SHAWN C. NEwmAN — FIRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org August 29, 2019 Symons Fire Protection INC 12155 Paine P1 Poway, CA 92064 Re: Residential Fire Sprinkler Plan Review — ANDALUSIA / Fire Sprinkler Master Plan 21 FCMP2019-0005 / 59000 MADISON ST, LA QUINTA, CA 92253 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 with the following conditions. Contractor shall individually apply for Production Home permits associated with these approved plans and pay the applicable fees. Individual job cards and permit numbers shall be issued. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff for each permit: (a) Overhead Rough and Hydro 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 CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT SHAM C. NEWMAN — FIRE 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: FCMP2019-0007 "ANDALUSIA / MASTER SPRINKLER PLAN / PLAN TYPE 24" The plans that have been submitted require the following corrections: 1. Provide Hydraulic calculations for the 2-head calc as noted on the plans for 15'x15' spacing. (Only 1-head 20'x20' calcs 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 / 96.32 Inlet pressure / 66.72 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. 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 cLC� he,5kf-s uvAdK P(,�1 10` n,-l- CI�-� s c,<<v�� v?o , c Y,-e&c�v i-S, C-L(� �-j t,\,� vt w i 1( i �