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FCMP2019-0011 Andalusia Plan 26Project Details PROJECT NUMBER F City of La Qu i nta FCMP2019-0011 �VI'T4� Description: ANDALUSIA / FIRE SPRINKLER / MASTER PLAN TYPE 26 / HEADS: 67 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN Status Date: 9/13/2019 Subtype: FIRE SPRINKLER MASTER PLAN Applied: 9/13/2019 Address: 59000 MADISON ST Approved: 1/21/2020 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: ADDITIONAL SI Project Summa;�' CASE OPEN OPEN DAYS COMPLETED REVIEWS 4 ACTIONS 4 INSPECTIONS CONDITIONS 1 ael L, • Kele, CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES APPLICATION NOT RECEIVED - EMAILED ANGELA W/SYMON'S TO INFORM HER THAT WE NEED APPLICATION PRIOR TO NOTE KAYLI ALFORD 9/13/2019 9/13/2019 REVIEW. FIRE REVIEW VOIDED UNTIL APPLICATION IS RECEIVED. APPLICATION RECEIVED RECEIVED RETURN ENVELOPE FROM APPLICANT ON 10/14 - NOTE KAYLI ALFORD 10/15/2019 10/15/2019 MAILED BACK PLANS ON 10/15 NOTE KAYLI ALFORD 1/29/2020 1/29/2020 NOLAN SPARKS PICKED UP ONE SET OF APPROVED PLANS NOTE KAYLI ALFORD 1/31/2020 1/31/2020 MAILED ONE SET OF APPROVED PLANS TO SYMON'S FIRE go • • CONDITION DATE DATE DATE CONTACT STATUS REMARKS NOTES TYPE ADDED REQUIRED SATISFIED Printed: Thursday, February 16, 2023 11:49:27 AM 1 of 3 ,d;, CENTRALSQLIARE Project Details PROJECT NUMBER F City of La Qu i nta FCM P2019-0011 �VI'T4� FEE -A KOHL HETRICK 10/1/2019 PENDING Standard Condition. The applicant shall comply with the provisions of LQMC Section 13.24.180 (Fees and Deposits). These fees include all deposits and fees required by the City for plan checking and c CONDITION ON ISSUANCE FOR PAYMENT OF FC M P2019-0004 • NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 (619)588-6364 angela@SymonsFP.co m BILL TO SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 (619)588-6364 angela@SymonsFP.co m CONTRACTOR SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 (619)588-6364 angela@SymonsFP.co m OWNER T D DESERT DEV 81570 CARBONERAS I LA QUINTA CA 1 0 1 (619)588-6364 '9110• • • 1 • ' CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 1 $161.00 $161.00 1/29/20 R58834 883962 CREDIT nolan sparks AHI CARD FIRE STAFF - PER HOUR 101-0000-42420 1 $161.00 $161.00 1/29/20 R58834 883962 CREDIT nolan sparks AHI CARD Total Paid for FIRE FEES: $322.00 $322.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 1/29/20 R58834 883962 CREDIT nolan sparks AHI CARD MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 1/29/20 R58834 883962 CREDIT nolan sparks AHI ENHANCEMENT FEE CARD Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 Printed: Thursday, February 16, 2023 11:49:27 AM 2 of 3 CENTRALSOIJARE Project Details PROJECT NUMBER F FCM P2019-0011 City of La Quint Ir TOTALS: $348.00 MV $348.00 q1F I 111 *11 is] LIM INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES RETURNED RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST FIRE (2WK) KOHL 9/13/2019 9/27/2019 10/1/2019 REVISIONS REQUIRED SEE ATTACHMENTS PLEASE PLACE CONDITION ON ISSUANCE FOR HETRICK PAYMENT OF FCMP2019-0004 1ST PERMIT PERMIT TECH 9/13/2019 9/13/2019 9/13/2019 COMPLETE TECHNICIAN (1DAY) BUCKET APPLICATION NOT RECEIVED - EMAILED ANGELA 1ST PERMIT PERMIT TECH 9/13/2019 9/16/2019 9/13/2019 INCOMPLETE MISSING W/SYMON'S TO INFORM HER THAT WE NEED TECHNICIAN (1DAY) BUCKET APPLICATION APPLICATION PRIOR TO REVIEW. 2ND FIRE (3WK) KOHL 1/3/2020 1/9/2020 1/21/2020 APPROVED HETRICK Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2 10 2022 / / Etrakit Contractor a approved master plan 19-0216_PLAN TYPE 1 26.pdf DOC 1/23/2020 KAYLI ALFORD AUTHORIZATION AUTHORIZATION 0 LETTER.pdf LETTER.pdf FCMP2019-0011 - FCMP2019-0011 - DOC 10/1/2019 KOHL HETRICK ANDALUSIA MASTER ANDALUSIA MASTER 1 PLAN 26 - CORR.pdf PLAN 26 - CORR.pdf FCMP2019-0011 - FCMP2019-0011 - DOC 1/21/2020 KOHL HETRICK ANDALUSIA - PLAN 26 ANDALUSIA - PLAN 26 0 MASTER.docx MASTER.docx Printed: Thursday, February 16, 2023 11:49:27 AM 3 of 3 CENTRALSQLIARE Rellabild' Features • cULus Listed as Residential Sprinklers Push-qrl cover plate Installation • Low water flow requirements Product Description Modal RFC Series residential sprinklers are flat cover plate. Qwcealed pendent sprinklers intended for installation in accordance with NFPA 13, NFPA 131"t, or NFPA 13D. The sprinklers are cULus Listed as Residential Sprinklers in ac- cordance with UL 1626, In addition, Model RFCLL Series sprinklers are cULus Certified for Health Effects to NSF/ANSI standard 61 Annex G (LLI andAustrallan WaterMark Certified (WMCS), Mottel RFC30 sprinklers have a 165°F (74°C) temperature rated fusible -link operating element- Model RFC43, RFC49, RF058, and RFG7E sprinklers are offered with either a 165°F (74°C) or 212°F (fODIC) temperature rated fusllble-fink oper- ating element. Sprinklers with a 165°F (74°C) temperature rating are ordinary temperature classification and are listed fo r use wit h a 135 F T° (5 C) temperature rated cover plate. Sprinklers wl(h a 212°F (100°C) temperature rating are inter- mediate temperature erassification and are listed for use with a 165°F (74°C) temperature ratted cover plate, Model RFC Series sprinklers are installed with a Model RFC cover plate. 100091 RFC cover prates may be insWlecl by ei- ther pushing or threading the cover plate into the sprinkler cup. Model RFC30, RFC30LL, RFC43, RFG43LL, RFC49 and RFC49LL sprinklers allow 112" j 13 mm] of cover plate adjust- ment, Modal RFC58 and RF076 sprinklers allow 314" (19 mm) of cover plate adjustment. Model RFC cover plates are avail- able in a variety of finishes as fisted in Table H. Bulletin 006 May 2019 Model RFC Series Residential Sprinklers Flat Concealed Pendent cOLus Listed Model RFCSD 8 RFC3DLL Model RF049 & RF049LL Model RFC76 Model RFC43 & RFG43LL �::: ,•.:fir,,::... Model RFC Cover Plate Sprinkler Model Nominal K-Factor +gpm/psir1201min/bar"I Max. Coverage Area tY x ft (M x m) Listings & Appro►rals Sprinkler Idertx'�icafipn Humber (SIN) RFC30 3.0 (43) 14 x 14 (4,3 x 4.3) cULus RA0611 RFC30LL 3.0(43) 14 x 14 (4.3 x 4.3) CULus, LL, WMGS RA3211 RFC43 4.3(62) 20 x 20 (6,1 x 6.1) cULus RA0612 RF043LL 4.3(62) 20 x 20 (6.1 x 6,1) cULus, LL, WMCS RA3212 RFC49 4.9 (71) 1 20 x 20 (6.1 x 6,1) CULus RA0516 RFC49LL 4.9(71) 20 x 20 (6,1 x 6.1 j cULus, LL, WMCS RA3216 RFG58 5.8 [84) 20 x 20 I6 1 x 6.1 ) cULus RA0613 RFC75 7.6(109) 24 x 20 (6.1 x 6.1] cULus RA0618 .., ru ut ratio, ndCNr rurw OP1lnlverS for rlre rroiecuon �5sftnce. LL: CULus Certified fcr Health Effects to NSFIANSI Standard 61 Annex G (Less titan 0.25% Lead collent), I WMCS: Australian VyeterMtirk Cerirfled. www, reriaNespnnkler com Technical ".,pe lficWIona Sanaltivity Style- Flat Concealed Pendent %1-response Threads: 112" NPT or ISO 7-1 R1/2 Temperature Raft K_Factor. 4.3 (62 mevic) MWr Working Pressure: 175 psi (12 bar) ordinary: Ordinary: Min. Spacing: & ti. (2.4 m) &cry [74°Cg sprinkler 135'F (57°C y cover plate Material Spacifiewiorm Intermediate: Thermal Sensor. Nicker Alloy Solder Link 212°F (10U°C) sprinkler - 5pdrikler $od),. Brass Alloy i 66°F (74°C S cw+er plate Levers: Bronze Alloy Yoke: Brass Alloy CPlate COVET over Sealing Assembly: N iokeI Alloy vnth PTFE Modal RFC cover plate Lead Screw. Bronze Alloy Towers: Copper Alloy Sprinkler Wrench Pins: Stainless Steel Model FC (without wrench-atke cap) Deflector. Bronze Alloy Model W3 (with wranch-able cap) Bottom view Gip: Steel LlSting3 and Approvals Cover plate Finishes cULus Listed to uL 1 W6 (See Tdble H} uIUL s Certified for lieallh Effects to NSF/ANSI Standard 61 Annex G (RFG43LL orty) Watermark CwtiGed (FIFC41311 only) Model itFC43 & RFC43LL Sprinkler Components and Dimensions E 25t16" (5s rem} _.. Threads {y_ Dra. Body - Cup Z� - Tower 1-3141(44 mm) +f- 114" (6 mm ) Fusible Link Nornhal face of lilting to ceding Deflector (retracted) Pin (extended) r+r rr Deffeetor(extended) Model RFG Geyer PIBIa 3-5178^ (84 mm) i3ia. Celririg Mndo RFCA3 a RFCd3LL Sorinklar Hvdraulrc Dasran Critaria Minimum Flow and Residual Pressure 911 Max. Coverage Area's Ordinary Temperature Intermediate Temperature Plow Pressure I Flow Pressure fk. x lt- Inn x m) gpm psi gpm Psi (4flalin) (bar) (11"n) (bar) 15 x 15 12 7.8 12 7.8 {4.5 x 4.6) (45) (0.54) {45) (0.54) 16 x 16 13 9.1 13 9.1 (4.9 x 4.9) (49) (0.63) (49) (0.63) 18 x 18 18 17.5 (5.5 x 5.5) Ill (1,21) 20 x 20 21 23.6 (6.1 x 6.1) (7% (1.64) Nam: 1, For NFPA 13 lnstatlatlons the How per sprinkler must be the greater of: (1 i the flow listed in Table C above and (2 ) the fkrry required to achieve a minimum design density of 0.1 gpmisq R over the design area of the sprinkler, 2. For coverage area dtnlarlsions less lean those listed above, use the minimum required flow for the next larger max. coverage area IlsLed. Bulletin 006 May 2019 Page 3 of 8 www.rellabi espr inkler.carn Bulletin 135 May 2019 Model FiRes Series Glass Bulb Reliable Residential Sprinklers OULus Listed Features • cL)Lus Lied Residential Sprinklers • Availahlin pendent and horizontal sldawail orientations De oratb finishes available, including recessed escutch- eons anconical concealed cover plates Product Lscription Model FtResteries sprinklers ate residential sprinklers with a 3 mm nlaac h1h nnwntinn ole nrt d ­rlot� of I(_C�nenre ne wens as rtx:ess0 ano conical LQrCeaieo options are available as detalied imis Bulletin, The F1Re8 Sties sprinklers are speeiahy engineefed for last thermal respose to meet the requirements of UL 1625. They are Intended Ir installation in accordance with NFPA 13, 13R, and 13D. Applicatia The Mad I F11 Se I a RS res sprinklers cULus ustad R6slde1111al sprinklers arentended for use in accordance with NFPA 13, NFPA 1319, ordFPA 13D. The Model F1Re8 residential sprin- Design Criteria tables inthis Bulletin. For NFPA 13 applioations, klers ame cULu Listed for use in residential occupancies and the design densily shall be a minimum of 0.1 gpmfsf 14.1 mml residential porons of any occupancy, where permitted by min), but in no case shall the flow and pressure be less than NFPA 13. NFPi 13R, or NFPA 13D. For NFPA 13R and NFPA the mirtimum flow and pressure specified in the Listed Design 13D appileatio5, the design flow and pressure shall not tie Criteria tables In this bulletin. Model Fi Res Series sprinklers are less than the mlmum flow and pressure specified in the Listed listed for use in wet systems only, Residential Soinklar Summ- Sprinkler Sprinkler Model 1denHffcarron Humber {SIN} orlentaaon K-Factor � r� Thread Sire HPT or I SD7 1 Inafelmon options Mau, Carenge Area n x It (M x In] F7Rosao 1 R3511 Pendent 3.0(43) 1/2 Pendent or Recessed 16 xi (4.9 x 4.9) F1ReVia R3516 Pendent 4,9(71) 112 Pendent or Recessed 20 x 26 ($.1 x 6.1) F1Re558 R3513 Pendent 5.8 (84) 112 Pendent or Recessed 20 x 20 if.1 x 6.1) F1Re376 F17618 Pendent 7.6 (109) 314 Pendent or Recessed 20 x 20 (6-1 x 6.1) F1Rax36 CCP A3511 Pendent 3.0 (43) 112 Conical Concealed a Recessed 14 x 14 (4,8 x 4,3} FIRW40 CCP R3516 Penden 4.9 (71) 112 Conical Concealed or Recessed 20 x 20! 9 1 x 6 1) F1Ra9 8 CC R3513 Pendent 5.6 (64) 112 Ccnlcal Concealed or Recessed W x 20 ($1 x $ 1) F1 Re876 Coop R7618 Pendent 7.6(109) 3µ Con6cal Concealed or Recessed 20 x 20 (6.1 x 6.1) Ft Res44 HEW R3531 Horizontal Sidewall 4.4(453) 112 I lecessod 18 x 20 (4.9 x 6.1) F1 Res44 SWC R3531 Horizontal Sidewall 4,4(63) 1/2 Conical Concealed is x 20 K9 x 6.1) FIRes58 HSW R35M Horizontal5idewali 5,8(84) 1/2 Recessed 16 x M (4A x 6.1) F1 Res 58 115*x RA35a3 > [ar;zontal Sidewall 5-8 (g4) ir2 Recessed 14 x 26 (4.3 x 7.9) www.raiiaNespfinkler.com Technical SpoiftaUorts finishes Style: Pendent eldRecessed Pandent (See Table N) Threads; 1/2" MT or *07-1R112 Nominal X-Facer: 3.0 (43 metric) Temperature Ratings MwL Working Iressure: 175 psi (12 bar) 15VF 168°C} 175°F MCI MAtedB] Spec&w Clans Thermal Serism. 3 mm glass lamb Recessed Escutcheons ` Sprinkler Fmm: Brass Alloy F2 Recessed Button: Coppe Alloy F4 Recessed' Sealing AssewWy: Nickel Alloy with PTFE Load Screw: Bonze Alloy sprinkler 1Nrenchso deflector, 9roiza Alloy Model W2 MWel GFR2 (86C®sSedl - ' Moua1 FV e3CUSCnedns are nos for use In pba ^wily pressunzea ce111ng plenums. Model F1Re$34 Residential Pendent Sprinkler Components and installation Dimensions I 7 1I4";57rnml DI A Face of llttnd 1-1w19' to lwki$w (49mm) DIA. celing ' trr [13mmt ^!• 1A, Omni) Threads t Nfranch Flat = - Saling,atsembly Z 14' Glow Glow aura {67rhmj I1-A {44mrn) +N L4AC S�rav '(EMM) -Deilectar L t-114' l (mil- �-70 (72rnml DIA. Com�arwnts Dimensions F2& FV.Raaean and Nsrt rich son Installation Muriel 171R-111 R-irinMial Pendent Sprinkler Fludraulle Deslon 12 bane Mirdmum Plow Arid Resldt al Pleasure In Wet Pipe Systerri Maadmum Flow Pi asaLve 06ffGCtCW to C-age Areas ft. x&(MxN gpm wirn" psi (bang isetWtg oilstone 12 x 12 (3.7 x S. 7) 8(315) 7.0{O.dBj t to 4 inches (25to100mm) 14 x 14 (4,3 x 4,31 18 09) 11.0 (0,76i 15x15(4.6X44) 12(45) 10.011.1} 16x16 (4.9x4.9) 11(49) 18.811.3} Ham: 1, For NFPA 13 instellatlotls the flow per sprinkler must he Ina greater ol: (1) Mellow Iisled in the fable above or (2) the flow required to achieve a minimum design clan slty of 0.1 gpmfsq it over the design area of the sprinkler. 2. For couarage area dlmenslons less than those listed above, use the minimum required flow for the next larger max, coverage area listed. Bulletin 135 May 2019 Page 2 4f 15 wwrr. roIiaNesgrinkW cote 4+,RGF1rED HEY HEW SELF THREADING SWA S FL#6454M WM4 THE [AMOER AND is :HE H44D0&D HEX HEAD SELF T74tEIL*G WWW IatElikl4r FASW-N" 512E I00EPTABLE �• IS iUWISHGD WUH THE HANGER AM 15 THE WNIYUM FAST'fNER SIZE ACCEPTABLE nARDENED HM HEAD SELF THRENX4G SCREW I5 FURNISHED WITH THE II1v1GER AND IS THE YNIMUN FAS'f£NER SIZE AST► XE II I T CPX DOLUI-I; FANNER TMAP TYPE HANGM CPVC DOUBLE FASTENER STRAP TYPE VWILER cpvc 5NCLE FAsIENER STRAP TYPE HANUR FIGURE 23 - CPVC FMGER RGURE: 24 -- CPVC HANGER FIGURE 22 - CPVC HANGER CPVC PIPING APPLICATION PIPE SIZES MAX. HANGER SPACING 3/4` 5r-d- 1" 6'-Q- 1 1 4" 1 1 2" T-a" 2" g,w0. HANGER LOCATIONS ARE TO BE PLACED PER MWFACTURERES SPECUTCATIONS MASTER PLAN FOR PLAN 26 11 N. T. S. GENERAL NOTES 1. THIS IS A WET PIPE SPRINKLER SYSTEM DESIGNED AND INSTALLED PER 313.3 AND ! 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 EXqEEDING 55 SQ. FT. 8. = INDICATES CALL. REFERENCE POINT. 7. D LUNG OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH CBC- (2016). 8. 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 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 TANDARDS. 12. EXTERIOR EXPOSED STEEL PIPING PAINTED,(BY OTHERS) 13. CONTRACTORJOWNER 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. ra-) 15' SPACING, FLAT V6 MAX OFF WALL FLOWS PER HEAD ARE FLOW = 12.0 GPM a: 7.8 PSI. (SIN) # RA0612 *** PLAN 26 *** SYSTEM FLOW REQUIREMENTS; 2 HD = 24.2 GPM FLOWING W/ 24.3 RESIDUAL PSI AT BASE OF RISER 2 HD = 29.2 GPM FLOWING W/ 53.2 RESIDUAL PSI AT SOURCE APPROVAL Rivefide County Dire Departr,@rat o gy' Ka 11 Ht1 c t The approval of plans and speci(Ycabons does not permit the vWtlon deletloll orrfiSSion or faulty nl stailation of any reglylrernfsnts of Title 24 orany Local Ordinances. GDnStructlon shall remalrl aeresslble and exposed for insflKtion purposes until aPProved by the Fire Oepartfnent. �DCRACTD1 �10 a,INC. U') dN 'dd ( �04 C3 N 00 0 XLtJ�4r NON -�5N 3C� mommoompmmmmw N A � A A MJ ^ Q "' W ate. 4 ' Z o (5 w - U tY7 w ^� r Z W Q Z v "t oe LL h ad 13 r O a a � W Iq LI) J kD N m N❑ 1 W J m U LI) Y U U) - ,- .J U I rI F ❑q iL N - LL o 3 } I < N ` ■ �Wy L' U JL + I_I in J aD W d U W 10 �> V1 L LL Z 0 .-II-JJ. (L U) r Ln W L N Q I- LL CL Z o a W IL W' W Ln LU Q � w, a a J v U uUj V} Z a p U -- ad Q9L W d Q sir z © U z/? ZzC� 0TfJ�OWC Z IIrL Z DATE: 09-06-19 SCALE: AS NOTED DRAWN BY: JOBANNY ECHEVERRIA JOB NO. 19-0216 SHEET NO, FP 1 OF FP3 r A:. is . .,'Yiy., • 7: b s 61 Z r: ',; �s 04glow ti� .... TVu� _.'"':i8vc.�. "'Sit.:.. i-•- ;k :t#S =9 `V `.k AREA OF PRESSURE FROM 2019 - AREA OF NEW WORK, SEE EMAIL FOR PRESSURE ZONE Hi<GH OF PKLSSURE FROM 2014 2014 PRESSURE Re4dentiBtcanrrectlnn:Charge stiirlata Date: NOVeMbeT 25, 2014 custom-r Name; T. 0, Desert DeVelolament Phone No. (760) 777-1DDI Parrlt N9. 764-600,001 . ago, 06m07-27.1 Add--: 82946Ahdolusia, to Quinta LID; 663352 staclt No. .. Lot No. ___.. 21 Sire of Lot: 10,019 Sq, ft. rfact No. 31681-3 Type of Service: R-1; i7J Duplexi.l Telpf-x: 0 Aptn:i1 swsc: $. 6,245.28 Arm: 0.48 SWSC; $13;011.00 Jacre wsafc: $ . Son .$ 2,436.00 Treatment: $2,436/edu Collection: $2,415/edu Meter: $ 390.00 Maur Nis; 3/4 inch Meter surclrargg: $ - service Site::. I inch sglVice: $ Meter S Servico: $ . Barkflow: $ . other; $ 1,200.00. iseeexplanationbelow) sewer Lateral: $ Total: $ 1D,271.28 Other: Abandon 1 Relocate Aham;on 2�ry,ce, lnfartrrarior Sallied fly Custttrrsgr . CtfV[rD 5ylRrrrsl llrlts tsomesti[ W�t�l]-emend' SetiduiteConnectian•• Max. Flow- 29.$ :gpm Max. Flew•= 29.5 gPm Min. Pressure- 65 psi Inlet Pressure'- 102 95€ F.ireSprinklgrDeFn Md* Outlet Pressure- 72 0 Man- glow= 26 Spm Min. Pressure- 49 psi Meter 54e )/4. inch Swtern P_�: Servirr Slxe= .. 1 Inch _ Multi "I Stand Alone ' to P r Ile ul tl V Ive - •" F2r leula;fgp Pumosts- Strvite Congestion Includes: CVWD USES WORST CASE GONFITiON Service Connktnn Pipe-50', rN eteF Stop, Meter, Check Verve & Shut Off Vmive Notes: hart No. 31681A. AndaluslA. The SWSC let wirlbe charged.48 per lot & due cos 5pe[ral re9trlent w- yylii not collect the WS BFC & only GOert the TFG of the 5CC fee. Per C9nstrtWl0" i W$L Nu 3i9S8 tlrcre U an existing 1" Tarrvrre 4 per Dwg. NO: IIMIS frfere is an e6ting sewer later;il. E•rnMl invoke io: kingchisl9T+j�Yatau,com PZ14-SM Tecttteictaw Sandra V41alotlo5 ApproveilbV; Date: it lrz d cvwd-9S0 ""•" This 4 iusi a QUOTE, all fees are su ectto Change—-" -- 'n av inri ai THESE PLANS SHALL SERVE AS THE MASTER PLAN- FUR TILE REMAINDER OF THIS PROJECT FOR PLAN TYPES 23, 25, 26 ONLY. ALL UNDERGROUND NOTES ARE FOR WORST CASE SCENARIO AND NO LOT TO EXCEED ANY MAX LENGTH, SIZE, ELEVATIO\, ETC. LISTCD BELOW_ UNDERGROUND NOTES: L AI.L LOTS TO HAVE 3/4" WATER KETERS. 2. ALL LOTS TO HAVE 2" (SCHEDULE 40) PVC PIPE FROIR WATER METER TO HOUSE. 3. NO ELEVATION ON ANY LOT TO EXCEED 5TT IN ELEVATION CHANGE FROM METER TO HOUSE. 4. NO LOT TO EXCEED 20TT FROM 8" MAIN TO 3/41 WATER METER. 5. NO LOT TO EXCEED 120 TT OF 2"PVC FROM 3/4" WATER METER TO HOUSE. G. ALL FIRE SPRINKLER RISERS LOCATED IN GARAGE. 7. ALL 3/4" WATER METERS WILL BE LOCATED AT PROPERTY LINE OF EACH HOUSE. 11" COPPER_ a- MAI N 2019 PRESSURE Residential Connection Charge Es imate January 22, 2019 customer Name: T.U. Msert Deylprtint. Pricing No. mm (760) 777-1776 Parcel No. 764-680-001 Gee, 06-07-27-4 Address: 81734 Ronda, La Ouinta UD; 663512 Block No. tat Nd. 84 Sire of tot: 13,9313 5 . ft. Trace No, 31681.3 Type of Service: R-1: u Ouplex: Q Tripfeiu Apts: G SWSC: $ 6,245.28 Aeres: 0.48 s►irse: $13,011,00 /acre WSBFC: $ KC: $ 2,436.00 Treatment; $2,436/edU Collection: $2,415/edu Meter: $ 390M Meter Sim 3/4 inch Meter surcharfte: $ Service Sin: 1 inch Service; S - Meter & Service: $ Notes: Lnds typitals on fRe. BackRaw: $ other: $ - TR 31651-3. Special Agreement (n a WSSFC or CSC of SCCI Sewer lateral, $ [Defect 0.48 a[r-s for SWSC. Per CVWO approved dwg 35415 a V service exists and dwg 35431 a lateral exlsls. PZ 19.9696 Total: %D71.2$ TechnlNan:SaraLepax Fos Ap bv4d. .. Information Suppiled By customer CVWO9ystem Data i2omeitk: Wete+ Demands Service Cotmectlan•• Max. Flow= 29.5 gpm Max. FivwW- P9.5 $PIA Min. Pfenure. 65 psi lhlet Pressure'- 96.32 psi Fire Sarnft Demand# Outlet f-ressu re. 66.72 psi Max. Flow- 26 gpin Min Pressure- 49 psi nteterstxe = 3/4 inch SVstem !Mae! LAI Service Site" 1 Inch Multi Stand Alone r Prior toPressure ReaWatFnrVgivg Lmori(tt. 27S `" Far CakuleNon Puraases• Service ;onnecuon,f�,�Judes; • CVWD USES WORST CASE CONDITION ,.. Mtx [anessrkn P�pea', rseter stop, rereter,Uerp vane a stint air vnvr cwculaOons• v;41 t•` 314 " METER 1 "SERVICE P7= Lake CahulRa HGi = 145 - p r.. 96.37 ] 611 psi G` l : r NO C59165 re 14 eS RES.0- 6725 -. I . al ek, 1545 RE&IRT- 32 n o 66.7a > 65 p5R PROP. ELEV,- -51.5 '1 , J�• Ct UIL- Jow 29.5a 6PAA Ps is arcyA:,r.l,�' p to provide service TRY: Domestic Water Demand ---- ...-:._... Appgv"6 : 171 rt Data, The meter skin& lsfor Plan check Porperes enky Tier ultlmalt nsponabilo rdadies with tht' En IeeQr-oi ord for the gro t. 2019 EMAIL PRESSURE from: Ruben Montiel <RMcntiel@cvwd.org-> Sent: Tuesday, June 25, 2019 1:58 PM To: Angela 2umaya tangeia@syrnansfp.cnrn>; Sara Lopez <SLopez@cvwd.org> Subject. RE-, Andalusia Hi Ange'a. Tl� Static Pressure at Andalusia at the Incotiorl between Lot •41.1•,& 412 is approximately 97.40 psis, Lake Cahuilla Pressure Zone -Plat Sheet 6-7-27-3) [145' + 16' - (-64r)l/ 2.31 m 97.40 psi Thanks, RUBEN MONTIEL Development Services Aisle i Z YourWater is our promise Coachella Valley Water District 75515 Hvvley Lane East Palm Desert, CA 92211 (760) 398-2661 ext. 3521 www.cywd.ara DOM"TIC PLUMBING REGULATOR-Cl PLUMBING SNU'f OFF COMINED PLUMBING AND SPRINKLERi SHUT OFF - {OPTIONAL] 112D'FT EL." 2 OF PVC a �EL�S 1" WATER METER .O.R. EL=lS' .,B. WATER GUAGE DRAIN "CHECK VALVE TRANSITION FROM COP TD CPVC 3'F'r OF 7" COP O UISMON PROM PVC TO COP 1 GIN-rRAcrO�y O "� d QL s� a LO uopi N 301 u7 � ao n ti LU Z •x7 o W IL Z o Ln to r W "7 U' Z BAG 'd W Q Z 0 a d CIA rx _ u LU W � F-ELI d Q o�C � at -k W In El `[fin W co J ❑ ❑� W Lr) . ��r.7ry�7 Ll V' - r.. J 'k J to 2 ❑ 0 W W N M LL LQ 041 0UJ d� + a W J d W ❑ Z Ln L 4 .► aED Lnto W In to Q L F Z LU in CL Z 0 d W CL ad W LU rJ k13 eq P W O. d U W V) a� 0 U ,�.r1 c`O�1 Lou. W as � /Q z © u i </i 1..1 1-• 5 Z 0 LU Ix 1*_J "r6 a � -s ~ 0 O f� 09-06-19 AS NOTED ANNY ECHEVERRIA F 216 FPZF F P 3 UP 3' —ARCH (OPTIONAL BED 5) PIPING PLAN 3/16 "=1, _Of1 PIPING PLAN ALL I" CPVC PIPTNG `�� I' r_�„ ALL 10'-0" FLAT CLG'S U. N. 0, SECTION CUT 1/4"=11T011 "CESS PANEL T. 0. R. EL = 15' B. 0. R. EL = 0' PLAN #2611 FLOOR = 4,483 SQ. FT. CAS 1TA = 648 SQ. FT. GARAGE - 825 SQ. FT. TOTAL = 5,956 SQ. FT. PLAN 26 *** SYMS MAKE & MODEL SIN# TYPE TEMP FINISH K-FACT CANOPY QTY REL RFC 43 RA06512 RE5 165 WHT 4.3 C1111C/FLAT 59 0 REL F1 RES30 R3511 RES 175 WHT 3. ❑ SEM'/RE 8 TOTAL SPRINKLERS FOR PLAN 26: 67 G �RbCTop* , INC. dt 0 U wT,�� S�vow1`�P y �-'SN momommommommom r z z O � m n 0% � z � •4 r O• 4 =• w o 0 a a La z "' ❑ a I.- Q _ Lo U > U. G� Fm i lu W J., Q z It 4 Or q.F ui a n N L1J O a v he a � r W In N � N U U � m W L . ^ U 1p — r- J u J a� -x o a IL W N Q� LL Q In o i W EL w un U p W < M IL I w U � z Z � 0 0) d U) � � W Ln — , X N d 1L. cn 0 a W � W � a Lid,�. z a W 'nou za 7w 0 u, a Was � d aZ Q Uz ZOO = _ t❑�a a S W sac 3= to (DLL. U w �- x 0 U o DATE: 09-06-19 SCALE: AS NOTED DRAWN BY: JQBANNY ECHEVERRIA JOB NO. 19-0216 SHEET NO. FP3 OF FP3 1 SYMONS FIRE PROTECTION■ INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 N HYDRAULIC CALCULATIONS E FOR m ���, a a ❑ o -- g. ANDALUSIA - PLAN TYPE 26 < REMOTE AREA 2 HEAD CALC Y M RELIABLE RFC 43 CONCIFLAT �u FILE NUMBER: 19-0216 �c a 9.6 ara2 DATE. 10-09-19 �o9� E �8 -DESIGN DATA-' ° roCL 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): DESIGNfLAYOUT BY: AUTHORITY HAVING JURISDICTION: R3 .05 gpm1225 sq. ft. 450 sq. ft. 2 sprinklers 24.2 gpm 29.2 gpm (5 gpm Hose STREAM) 24.2 gpm @ 24.3 psi 4.3 JOBANNY ECHEVERRIA LA QUINTA FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 96.3 psi RESIDUAL: 66.7 psi FLOW: 29.5 gpm WATER DEPARTMENT: COACHELLA VALLEY WATER 01-22-19 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/9/2019 S:yJJjHASS\19-0215-5.SDF JOB TITLE: ANDALUCIA A (PLAN 26) - 2 HEAD CALC W%Tqk2 'SUPPLY DATA .-A SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 96.3 66.7 29.5 67.3 29.2 53.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 29.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 24.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 53.2 29.2 2 3.0 -- - - - 45.4 - - - 3 3.0 - - - - 32.4 - - - 4 5.0 -- - - - 30.7 - - -- 5 9.0 HOSE STREAM 24.3 5.0 6 15.0 - - - - 20.4 - - - 7 15.0 - - - - 16.3 - - - s 15.0 - - - 12.5 - - - 9 15.0 - - - 13.1 - - 10 15.0 - - - - 8.4 - - - 11 15.0 K= 4.30 8.0 12.2 12 15.0 K- 4.30 7.8 12.0 ft SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/9/2019 S:1JJ\HASS119-0216-5.SDF JOB TITLE: ANDALUCIA (PLAN 26) - 2 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 29.2 0.995 PL 20.00 PF 6.5 1 0.0 SRCE 53.2 (N/A) 12.0 150 FTG TG PE -1.3 2 3.0 0.0 45.4 0.0 0.224 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 45,4 0.0 13.0 psi■ 29.2 gpm 3 3.0 0,0 32.4 0.0 Pipe: 3 29.2 2.003 PL 120.00 PF 0.9 3 3.0 0.0 32.4 0.0 3.0 150 FTG 2.0 PE -0.9 4 5.0 0.0 30.7 0.0 0.007 TL 122.00 PV Pipe: 4 29.2 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. 24.3 5.0 0.194 TL 24.00 PV Pipe: 5 24.2 1.101 PL 6.00 PF 1.3 5 9.0 H.S. 24.3 5.0 8.1 150 FTG 7.0 PE -2.6 6 15.0 0.0 20.4 0.0 0.096 TL 13.00 PV Pipe: 6 24.2 1.101 PL 20.00 PF 4.1 6 15.0 0.0 20.4 0.0 8.1 150 FTG 23.0 PE 0.0 7 15.0 0.0 16.3 0.0 0.096 TL 43.00 PV Pipe: 7 12.4 1.101 PL 83.00 PF 3.8 7 15.0 0.0 16.3 0.0 4.2 150 FTG 52.0 PE 0.0 8 15.0 0.0 12.5 0.0 0.028 TL 135.00 PV Pipe: 8 11.8 1.101 PL 81.00 PF 3.1 7 15.0 0.0 16.3 0.0 4.0 150 FTG 42.0 PE 0.0 9 15.0 0.0 13.1 0.0 0.026 TL 123.00 PV Pipe: 9 12.4 1.101 PL 94.00 PF 4.1 8 15.0 0.0 12.5 0.0 4.2 150 FTG 52.0 PE 0.0 10 15.0 0.0 8.4 0.0 0.028 TL 146.00 PV Pipe: 10 11.8 1.101 PL 106.00 PF 4.7 9 15.0 0.0 13.1 0.0 4.0 150 FTG 7$.0 PE 0.0 10 15.0 0.0 8.4 0.0 0.026 TL 184.00 PV Pipe: 11 12.2 1.101 PL 3.00 PF 0.4 10 15.0 0.0 8.4 0.0 4.1 150 FTG 13.0 PE 0.0 11 15.0 4.3 8.0 12.2 0,027 TL 16.00 PV Pipe: 12 12.0 1.101 PL 11.00 PF 0.6 10 15.0 0.0 8.4 0.0 4.0 150 FTG 13.0 PE 0.0 12 15.0 4.3 7.$ 12.0 0.026 TL 24.00 PV DATE: 10/9/2019 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 S:IJJIHAS5119-0216-5,SDF JOB TITLE: ANDALUCIA (PLAN 26) - 2 HEAD CALL 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 0.012 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 61.35 psi with a flow of 32.27 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 - -- ---------------- F F45Ell 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 2.53 6.33 1.27 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 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10J9/2019 S:1JJIHASS119-0216-5.SDF JOB TITLE: ANDALUCIA (PLAN 26) - 2 HEAD CALC 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 DATE: 10/9I2019 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 JOB TITLE: ANDALUCIA (PLAN 26) - 2 HEAD CALL S:yJJ1HASS119-0216-5.SDF WATER SUPPLY ANALYSIS l2U. 100. G A U 80. G E P 60.( R E S S 40.0 U R E 0.0 -14.7 Static: 96.30 psi Resid: 66.70 psi Flaw: 29.5 gpm LEGEND L Available pressure 67.34 psi @ 29.2 gpm ! Required pressure 53.22 psi @ 29.2 gpm A. Source Supply Curve B. System Demand Curve 20 30 40 50 60 70 80 90 100 FLOW (GPM) )te: (1) Dashed Lines indicate extrapolated values from Test Results * SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/9/2019 S:\JJIHASS\19-0216-5.SDF JOB TITLE: ANDALUCIA (PLAN 26) - 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 c-66.7 psi @ 30 gpm S I Flow Test Paint S 63+ U I R I E I 54X { I P I S I 145+ ) I I I 36+ I I I 27+ I 18+ LEGEND } I X = Required Water Supply rr f 53.22 psi @ 29.2 gpm 9+ r I 0 = Available Water Supply " I 67.34 psi @ 29.2 gpm " I n 0++-+---+----+-----+------+--------+-- +---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) J�w"AL=7 v""JF- crwa�v,. w�vc_ F2ESPaR1SIVE • F2ESaLJF24=EFUL- i IZELIABL-E January 22, 2020 Re: Andalusia fire sprinkler permits To Whom It May Concern, For the project listed above, I give approval for Nolan Sparks and our Ryan Marsden, general contractor with Andalusia CC to sign 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. Thank you, Angela Zumaya Design Coordinator Symons Fire Protection 12155 Paine Place Poway, CA 92064 Phone: 619-588-6364 Fax: 619-588-6805 Email: angela@SymonsFP.com www.SyrnonsFP.com 12155 Paine Place Poway, CA 92064 (619) 588-6364 Fax (619) 588-6805 CA Lic. #682025 FAF FIFE PIgQ i~ECTIa/Vr I�ZE$pC>NSI\/E ♦ f2E5aUfZGEFLIL ♦ f-eEL1ABLE September 09, 2019 Response Letter Re: Project Number 19-0216 Andalusia plan 26 The purpose of this letter is to address the comments and corrections received. Symons Fire Protection responses are provided in BOLD. 1. Beams to be removed from entire floor plan. 2. Calculations water info changed to the one provided. 12135 Paine Place Poway, CA 92064 '( (619)588.6364 � Fax (619)588-W05 � CA Lic. M2025 TRANSMITTAL LETTER !% - FiESPpNSIVE i r2F-.e pLF r2C EF LJL i rZEL1A ALE 12155 Paine Place ♦ Poway, CA 92064 • 1619) 588-6364 ♦ Fax {819) 588-680S s WWW.SyMon$fp.COM 2 rd DATE: j o � ` } + 1� q JUB ND: C�rL ATTN: Y Q- L-1 i C ��?! ��, r ,. Lit 1 e- Tel , W V q WE ARE SENDING YOU ,g Attached ❑ Under separate cover via .9 Shop drawings Hydraulic calculations ❑ Copy of letter ❑ Change order ❑ Materials lists ❑ Plans ❑ Specifications the following items COPIES DATE NO. DESCRIPTION � V THESE ARE TRANSMITTED as checked below: For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ For bids due REMARKS COPY TO: ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Forward to ❑ Return ❑ Return EJ , 20. ❑ Prints returned after loan to us SIGNED a approved plans plans with comments If enclosures are not as noted please notify us at once. CAL FIRE -- RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT ta, SHAwN C. NEwmAN — FIRE CmEF OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 www.rvcfire.org October 1, 2019 Symons Fire Protection Inc. 12155 Paine Place Poway, CA 92064 Re: Residential Fire Sprinkler Plan Review — Andalusia — Master Plan 26 FCMP2019-001 l 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 require corrections. 1. NFPA 13D Section 10.2.1 Item (2) requires the sprinkler heads to be located below the beams. The fire sprinklers are shown in the pockets. In order to approve this head arrangement, a minimum 3head talc would be required. (Section 10.2.4) *Relocate the heads in compliance with Section 10.2.1 or provide the 3 head calculation with adequate water supply. 2. Hydraulic Calculations report includes a Water Supply Analysis showing a flow of 500 gpm with no resource information. *CVWD provided a Residential Connection Charge Estimate identifying a Static of 96.31 Residual 66.71 Flow of 29.5 gpm from the discharge side of the'/4" water meter — this may be used as the water supply resource for the analysis. 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 TRANSMITTAL LETTER ./AV - - rZESPa[VSIVE 1 r3 E SO L) r2 C E F lJ L } MELIAE3 LE T - ?.v 12155 Paine Place s Poway. CA 92064 + 1619) 511"364 4 Fax (619) 588-6805 # vv►Ivvv.symonsfp.Oom IR CC r;i Il BATE 5 ` JbB T10 ATTN: TO: , la 1 RE: .......... WE ARE SENDING YOU Shop drawings ❑ Copy of letter Attached ❑ Under separate cover via .R Hydraulic calculations ❑ Materials lists ❑ Change order ❑ Plans ❑ Specifications n the following items COPIES DATE No. DESCRIPTION :T:6 ks THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ Forward to ❑ For bids due 20 REMARKS COPY TO ❑ Return ❑ Return ❑ Prints returned after loan to us SIGNED approved plans plans plans with comments !f enclosures are not as noted, please notify as at once. 4 CALWORNiA ----- DESIGN & IPEVELOPMENT DEPARTMENT 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX (760) 777-7011 FIRE REVIEW APPLICATION 0 NEW 0 TENANT IMPROVEMENT PERMIT NO. PROJECT INFORMATION [Please Pi ty Project Marne: Sign: 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 City's the chief. Applicant recognises this contracted arrancaernent and shcil cornplZ with County Fire Depdriment directions. APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: Same as Applicant info Applicant Name: J Confacl Person: } Conlocl Person Mailing Address: 1 L Mailing Address: City 8, 2ip: P G01110 x iip: 00, Phone Number: kq- Phone Number: Fox: Ernoil: t C r a A. APPLICA N TY FIRE SPRINKLER SYSTEM 5UPRESSION SYSTEM I7 NEW COMMERCIALIINDUSTRIAL _... ❑ HOOD & DUCT $415 ❑ 4-35,000 5O FT 655 © SPRAY 800 5,QUO 5Q FT ❑CELLSITE 20,000 5Q FT 4C$775 ❑ OTHER SUPI AND UP MISC CIALIINDUSTRIAL k ❑ HAIMAT AL -1 DWELLING UNIT 1fI6HPILE F NTIAL- (EA) ADDITIONAL ❑ NEW COMA ❑ ILY Q OR MORE) ❑ FIRE FLOW FIRE SYSTEM ❑ TECHNICAL ❑ COMMERCIAL -SPRINKLER MONITORING $415 ❑ SPECIAL IN! 0 COMMERCIAL - FIRE ALARM SYSTEM $1055 ❑ FIRE PUMPS MASTER PLAN ' ❑�WRC) iZ MASTER PLAN HOURLY@160/HR ❑I 7 MASTER PLAN REVISION HOURLY@160JHR ❑ STORAGE TANKS u LJJJM -�ttsa UNLY H0t1RtY@160/HR ❑ ABOVEGROUND HOURLY@160/14R Each opplimbl)n type indudes o Technology Enhancement Fee55 & Records Management Fee S110 STORAGE 4L - UIG WATER ARCH $335 $335 $495 $335 H0URLYL01WHR $165 $655 $575 $415 $735 REVISED 31ZW2019 7 v' l :�!Dp1I CAL FIRE -- RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT SHAWN C. NMMAN — FIRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 + Phone (760) 777-7074 • www.rvcfiire.org January 21, 2020 Symons Fire Protection, INC. 12155 Paine PI Poway, CA 92064 Re: Master Plan - Residential Fire Sprinkler Plan Review — Andalusia - Plan 26 FCMP2019-0011 15900 MADISON STREET, 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 each lot that will utilize these plans for installation of a new fire sprinkler system. Applicable fees shall be paid and an individual job card issued. 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 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. bequests for inspections are to be made at least 48 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