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FCMP2021-0006 Signature at PGA Plan 6a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2021-0006 MoFT�• . Description: SIGNATURE AT PGA / FIRE SPRINKLER MASTER / PLAN TYPE 6 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 1/21/2021 Address: 56140 PGA BLVD Approved: 2/2/2021 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: Pr DAYS REVIEWS III ACTIONS INSPECTIONS CONDITIONS ADDITIONAL SITES CHRONOL NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE 200 CORONA CA 92879 (951)272-2522 jamieb@fireinc.net CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE 200 CORONA CA 92879 (951)272-2522 jamieb@fireinc.net OWNER Woodbridge Pacific 27285 Las Ramblas Mission Viejo CA 92691 (951)272-2522 jamieb@fireinc.net Printed: Friday, March 03, 2023 2:32:16 PM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2021-0006 MoFT�• CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 1 $161.00 $161.00 3/14/21 WEB7627 092831 CREDIT FIRE SPRINKLER ECON SYSTEMS INC Total Paid for FIRE FEES: $161.00 $161.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 3/14/21 WEB7627 092831 CREDIT FIRE SPRINKLER ECON SYSTEMS INC MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 3/14/21 WEB7627 092831 CREDIT FIRE SPRINKLER ECON ENHANCEMENT FEE SYSTEMS INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST FIRE (2WK) KOHL 1/21/2021 2/4/2021 2/2/2021 APPROVED SEE ATTACHMENTS HETRICK 1ST PERMIT ARMANDO 1/21/2021 1/22/2021 1/27/2021 COMPLETE TECHNICIAN (1DAY) MAGALLON Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/21/2021 EtrakitContractor APPLICATION Application.pdf 1 DOC 1/21/2021 EtrakitContractor Tracking Sheet Building Tracking Sheet.pdf 1 Printed: Friday, March 03, 2023 2:32:16 PM 2 of 3 CENTRALSOLIARE ° Project Details PROJECT NUMBER �MOFow City of La Qu i nta _ FCM P2021-0006 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/21/2021 EtrakitContractor 1ST SUBMITTAL - FIRE FIRE FLOW TEST.pdf 1 FLOW DOC 1/21/2021 EtrakitContractor 1ST SUBMITTAL - PLAN Master Plan 6.pdf 1 SE DOC 1/21/2021 EtrakitContractor 1ST SUBMITTAL - Plan 6 Hydraulic 1 HYDRAULIC CALCS Calculations. pdf DOC 2/2/2021 KOHL HETRICK FCMP2021-0006 Master Plan 6_1.pdf 1 APPROVED PLAN DOC 2/2/2021 KOHL HETRICK FCMP2021-0006 - COA FCMP2021-0006 - COA 1 LETTER.pdf LETTER.pdf Printed: Friday, March 03, 2023 2:32:16 PM 3 of 3 CENTRALSQUARE VI■/�_ ■tea FREE—RESUCHENTIMUL ,�.�((VV,,,,A�(„�.+•.. CONCEALED PENDENT SENJU SPRINKLER CO., LTD. � spalxNLEavNasa lK4sf Residential Lead Free Flat Concealed Sprinkler, Pan Or r.Nvnm,.: a.pas.asotrm la N..: e�>•x�aamse�rnm�, e. a � xlnpc.m.wm en pa.., x,ennS. NIw MM_VM Model: RC-RES. K-Factor: 3.7. SIN: SS8261 �� r .w, "" a nw "ea GENERAL DESCRIPTION e.n Im wRPnnp m^eH na war. H.a R::poi:e. • SMprenrqans<aaeerwaeerynmeeeu..... ermpm 0n° cm nFn"HDel •wnp.r •Hume ro, onm v,M rwo FemIN ewvnnpvne.u.R.I.—uPIpSI Inepanpgorpilamvrorin•napammipwlSna Ne,ryeeeuPoMen PorrvFPAta.. w"�sl�apea .SM PC ]A (e aLPa4De0'1pKfe—h—P—S. raaa,ee nslaemNl nox mna wn mimmtl rnlMN x. LISTNGUANDAPPROVALS u '. ene rc cnxs etmm)—.1 w'uamaM. Thb hNuameM IS Ildi�n9wr.sea Ins naetlMp IS. wnngp lee plpelnNareptrom wnnperem etws Ponlmw •, p• neI n,• epnneiar symemt are nM a tuemMs ranre sarery ern lixl•n ernr, tpA Cam,ma Aee.'ney'piinssi•:�'n�a;mei euN.wew•o`e »:Ion arM,:e�auis�i,::n:e �n �: a"riw•e. ngpnssaArwn. BN1,weakron rorpwamme,na.Pom.,L n,nw°s mw.em, w vre•Me , �vr er me eerem„w,r w m. ewnee ,e mw lywtbn Nm. ewn•rro v,m°;e..,evrertme aea.n.wm, e„a.w„v..w.. m,`N,w,Ip aen m. vmleann ern.,n,na a..m.• N Pwv,revmNre emleMn,l rn. p ,p o:;Pro:w„ww,r.�,m.e„mna. mN.nmaww„nrm,.rwx,amn,... TECHNICAL DATA aTmne.,seen mcM pnwieumev(a N)', H•N1 spNlis.'IBM me pe I KFIP.. Ka nN1PI P ER Ro•, Iw•elev.�M s•r�I wlMtex°F Rx°el even repmb•n :•Farm �.� ,w s°F IM°el ww(ccw, vwl m: NeMwx rF Irrm:YA,MCNerw M•M slAalummeM: to I,Nn ax.0 mM M Bepa,emwn each xCK. Plm�e Cnm,MenM cs RN F r=ane to r nM {d tlw emr., FIOURE 1. AbNN RC-RES I[m0.] '—A OPERATION IS t lePon•r In•cwN Pea enS tea Re ene, men, m era amm m me xMte�w�pmn rk BTw"x.n Tpneae a en lnoeseaie mea oe aelnMbaenm. tlr.M.anm m... LR. aw•aa eMP tmn ,re .pe. se.te wn., nm. a„� ryn.ml Iml rro.: �wx F N�wem^a on— n ° . ro oPb. Ip'MI P N.Ira IM) PFL9 m IN,1 IT'na.n raa (x ra) ro PA,R, to P.) Imes. 1•ara) (a.a) ISTa) (o.w) INsMtia) (ael asIS Ii rom SPS- IS'S t—) I.e,sal (e a, IeS.z, (o?ee) (ae�x) 1685, TO nw 1. Nn,1P1 ILPuonM,Ne. M1 rows m use tun minimum snu wenum• u,e .UEP u•r,RUM,E I,URFROEM ENM,Nxromu DMp OM•rbs•cwnroreNeb. �• meN.nwn•wmNp•a�anwGN.mrm GVL.VsfV ump VlklnpNVK490 <.9 KFecxOrkt urok•IIWI Conp•NIaE Pendant9pdnMl•r ..m°pYe`Mwm.` pwxL ,zp p•INmm NPo ua tMspganrmgnSaww• •�•' Miext• Na%w) IsOD IwM1al row row • wwar].,o. pe, AM. mxn� IN'xl IMx) ro:m row' ® OEM HYDRAULIC SYSTEM This Building is Pmlapred by a Hyd..11.1ly Designed Aub-&Spunkier System. Date Installed 114121 LOpatl., CALC AREA Number of Sprinldem 2 Basis d Desgn ow m .gS gpmlc�.ft ]nEdlfllEnA FAOF nI6CHAROF .2�.9. System Demand 1.LxATERFLUNRATE 25.0 ppm x. RESIWAL PRESSURE AT THE WE OF THE RISER 23.7 psi lrMclkd By FIreS tennkkrS t s l,ItSss lnc. HYDRAULIC NAMEPLATE N.T.S. 13D GENERAL NOTES in IOr1. ervuner$aNA 1. CPHAS AAPEaMnrverRLVAF xe0 seu ocAnR tI. MSANt CTURE11Y SENJu.INaTALLEATtoFT.MAxIM'CO PENCENT SPRINKLERS ARE UMSP- 12 AUFA-CKLIETAN,7NCTUREOTETE",IRMI INsTALLERESPONSEe AT to Ff. MSPRINKLERSAx sAREFACING EEn. ARE AT LEAST � S. Do. COSTETIRNNS ED. D.HT PROJECT SRE PGA WE3T� uThur N SIGNATURE Q PGA WEST TRACTISUSI FIR I _FA PLAN LFMR_' a DUI— CA. AHJ:I UINTA FIRE DEPARTMENT LEGAL DESCRIPTION BUILDING SUMMARY CO sPRIN14ER ® CONCEALED RES. PENDENT SPRINKLER Qi RES. PENDENT SPRINKLER O CHANGE IN ELEVATION ® RISER LOCATION (PER DETAIL) ® NODE POINT FOR CALCULATION HANGER TIC DETAIL SYMBOLLEGEND La Quinta Office of the Fire Marshal By: Kohl Hetrick FIRE SAFETY SPECIALIST 02t02/2021 12 03 43 PM The approval of plans and specifications does not permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. PERMIT #-FCMP2021-0006 APPROVAL STAMP 'FOR REFERENCE ONLY PRESSURE O9ES TOR TO DOMESTIC 1 WATER CONTROL VALVE FOR DOMESTIC CSGPM ALLWVANCE T \ O 3•GEV. FINISHGRAD pELEV ih COPPERL— /� N. LOSS _O 4 TP MPX 3"ELEV, 30 2. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) —T.—Tw— SPAAE SPANRLERSSINLL NOi BE AEWNESTO PRWIpEg PER 5.1.1.3 cmz amen W.MNr �. RN A�app�a� _ aueeew Fxc Via/ fi - - sme. 1. TennaNATpOR.J OIW. RISER DETAIL N.T.S. JOB NO: 320U DATE: 114/ 1 DRAIAM BY: C.P. SIZE - SYSTEM PIPE: 3/4" thru 3" MATERIAL - CARBON STEEL. FINISH - Mil. Galvanized. LISTING/APPROVAL - ` 203-EX 4231, EX 2551 FUNCTION - Support horizontal piping: CPVC, Copper or Steel. Size 3/4" - 2" Prevents upward movement of pipe from pendent sprinkler discharge. Stabilize vertical piping. INSTALLATION - Per these instructions including NFPA 13, 13R, 13D and CPVC manufacturers instructions. install on horizontal or vertical mounting surface. FASTENERS - UL Listed per NFPA 13 in WOOD: 3/4" - 3" CPVC PIPE - #905 screw - no pre -drill. 3/4" - 3" Steel and Copper pipe - #14 x 1 1/2" SMS or 1/4"x1 1/2" lag bolt - no pre -drill. in STEEL: min. 18 GA. 3/4" - 3" CPVC, Copper and Steel pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. Hang * Retainer dimples secure hanger to pipe during installation. * Required AFCON #905 screw included - 5/16" hex head. ORDERING - Part # and pipe size. CAN ALSO BE USED TO REPLACE - #500 Pipe Strap #520 Tin Strap 1iti 510 FAST. SIZE DIM. 3/4 2.126 SIZE - SYSTEM PIPE: 3/4" thru 2" 1 1/4 3.170 MATERIAL - Carbon Steel. 1 1/2 3.40o FINISH - Mil. Glavanized. 2 1/2 1 4.320 LISTING/APPROVAL - 3 5.320 ` 203-EX 4231, EX 2551 Restraint Nominal Pipe Size (in.) 1" 1'/4" 1'/2" 2" 2yz" 3„ 3yz" 4„ 5" 6" 8" Steel pipe except threaded N/A 12'-0" 12'-0" 15-0" 15-0" 15-0" 15-0" 15'-0" 15'-0" 15'-0" 15,-0" 15,-0" lightwall Threaded lightwall steel N/A 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" N/A N/A N/A N/A N/A pipe Copper tube 8'-0" 8'-0" 10'-0" 10'-0" 12'-0" 12'-0" 12'-0" 15'-0" 15'-0" 15,-0" 15,-0" 15,-0" CPVC 5'-6" 6'-0" 6'-6" T-0" 8'-0" 9'-0" 10'-0" N/A N/A N/A N/A N/A Polybutylene (IPS) N/A 3'-9" 4'-7" 5'-0" 5-11" N/A N/A N/A N/A N/A N/A N/A Polybutylene (CTS) 2'-11" 3'-4" 3'-11" 4'-5" 5'-5" N/A N/A N/A N/A N/A N/A N/A Ductile iron pipe N/A N/A N/A N/A N/A 15-0" N/A N/A 15'-0" N/A 15'-0" 15'-0" AFCON 5 10 HANGER (S TEEL - COPPER - C. P. V. C. ) NOT TO SCALE PATENT - No. 6,648,278. FUNCTION - Support horizontal piping: CPVC, Copper or Steel. Provides listed vertical/horizontal restraint and prevents upward movement of pipe from pendent sprinkler discharge. 4 Stabilize vertical piping. INSTALLATION - Per these instructions Restr, including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Install on horizontal or vertical mounting surface. Snap over pipe then squeeze strap back allowing pipe to slide freely. When #905 threads are exposed in wood, install #906 backing nut. FASTENERS - UL Listed per NFPA 13 WOOD - CPVC pipe - #905 screw- no pre -drill. Copper and Steel pipe - #14 SMS or 1/4 "x1 1/2" lag screw - no pre -drill. Thru 5/8" gypsum board - 1/4"x 2" lag screw. STEEL - min. 18 GA. - CPVC, Copper and Stell pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fasterner = 5(wt)+250lbs. 2 FEATURES bilize * 1 1/2" Offset - loose fit allows pipe to slide. * Common center -line for 3/4" and 1 ". * Offset edge eliminates abrasion. * AFCON #905 screw included - 5/16" hex head. ORDERING - Part # and pipe size. AFCON #906 backing nut sold serparately. PLAN 6 - FIRE SPRINKLER PLAN RISER LOCATION SCALE: 1/4" =1'-0" r� #905 i i #906 3.00 i I 0 Hanger/Restrainer Nominal Pipe Size (in.) '/4" 1" 1'/4" 1'/2" 2" 2/2" 3" 3/2" 4" 5" 6" 8" Steel pipe except threaded N/A 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15-0" 15-0" 15-0" 15-0" 15'-0" lightwall Threaded lightwall steel N/A 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" N/A N/A N/A N/A N/A pipe Copper tube 8'-0" 8'-0" 10'-0" 10'-0" 12'-0" 12'-0" 12'-0" 15-0" 15-0" 15,-0" 15-0" 15,-0" CPVC 5'-6" 6'-0" 6'-6" T-0" 8'-0" 9'-0" 10'-0" N/A N/A N/A N/A N/A Polybutylene (IPS) N/A 3'-9" 4'-7" 5-0" 5-11" N/A N/A N/A N/A N/A N/A N/A Polybutylene (CTS) 2'-11" 3'-4" T-11" 4'-5" 5'-5" N/A N/A N/A N/A N/A N/A N/A Ductile iron pipe N/A N/A N/A N/A N/A 15'-0" N/A N/A 15'-0" N/A 15'-0" 15'-0" AFCON 514 HANGER (STEEL - COPPER - C. P. V. C. NOT TO SCALE )ilize TOTAL LIVING AREA - 2,260 SQ. FT. GARAGE AREA- 541 SQ. FT. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2016 ED. NOTES: 1. ALL HEAD SPACING TO BE 14'x14', UNLESS OTHERWISE NOTED. 2. ALL PIPES TO BE %" CPVC, UNLESS OTHERWISE NOTED. 3. PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA 13-9.3.4. 4. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5. ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE PROVIDED WITH MIN. 6" INSULATION ON THE ATTIC SIDE OF THE PIPING TO AVOID EXPOSURE OF THE PIPING TO TEMPERATURES IN EXCESS OF THE PIPES RATED TEMPERATURE (2016 NFPA 13D 7.7). 6. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sgft. AND LESS. (SECTION 8.3.2.) 7. SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE FOLLOWING REQUIREMENTS: (1) THE AREA OF THE SPACE DOES NOT EXCEED 24sgft. (2) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. 8. 8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRUCTION. 9. 8.2.5.6 SHADOW AREAS SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREA DO NOT EXCEED 15sgft (1.4 sqm) PER SPRINKLER. Z O w w 0 O Z M FIRE SMNIMMR SYSTEMS INC. • LICENSE NO.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, X.X.INEERING AND INSTALLATION • 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 • The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire SDrinkler Svstems. ZQ cfl '�I- CV 0 *k cfl rn LU Z 00 _ > > � 0 H Z o Z_ Q x X co No w J Y 1 0 0 0 Z 0 LLI NO N 11 to J Q W cfl CD (0 O O U <ti CD M M M 4 Y J O w �z LL oz oz ow o� O UU wZ LU C-) �LU O �d �O 0 Z Z Z Z 2 0 > > J Q U m U CL Lr) Q <Z C1mLU LU J O z Q JOB NO: 32034 DATE: 1 /4/21 DRAWN BY: C.P. Q�o'�'CT I ON CO,y� CLASSIFICATION C-16 * LICENSE NO. 684600 J�gTF OF C A` SIZE 24" X 36" SCALE 1/4" =1' IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID FIRE SPRINKLER PLAN SHEET FP2 OF FP3 January 2005 faraee Installation Snecifications Garage installation Specifications shall only apply for the installation of UL Listed BlazeMaster@ CPVC pipe and fittings in garages requiring sprinkler protection per NFPA 13D and NFPA 13R. These Standards are defined in NFPA codes entitled 'One and Two Family Dwellings and Mobile Homes' and in 'Residential Occupancies up to Four Stories in Height'. As referenced in NFPA 13D Section 8.6.4,'Sprinklers are not required in garages, open attached porches, carports or similar structures! The installation of TFP BlazeMaster sprinkler pipe and fittings for use in garages requiring sprinkler protection per NFPA 13R is only applicable to the UL Listing of this product. Requirements for Pipe, Fittings, Solvent Cement Systems. System Design, Installation, Freeze Protection, and Penetrating Fire Related Walls and Partitions are covered in this installation and technical handbook. Please read these sections of the manual carefully prior to designing or installing TFP BlazeMaster pipe and fittings for garage installations. The installation of TFP BlazeMaster pipe and fittings In garages requiring sprinklers is only UL Listed and is not C-BL Listed. • Installation Requirements Protection: TFP BlazeMaster CPVC pipe and fittings shall be installed concealed behind protection consisting of a minimum of one layer of/e thick gypsum wallboard or thick plywood. Sprinkler Requirements: UL Listed, quick response, standard coverage, pendent or sidewall sprinklers with a 225°F (107•C) maximum temperature rating shall be utilized. All sprinklers shall be installed per the manufacturer's published installation instructions. Installation Standard: The Listing for Garage Installations shall pertain to those occupancies defined by NFPA 13R. ;system Risers In accordance with the UL Listing, TFP BlazeMaster CPVC pipe and fittings may be used as system risers in accordance with NFPA 13,130 and 13R when subject to the following additional limitations: 1. When installed protected (concealed) in accordance with NFPA 13D and 13R, the minimum protection shall consist of either one layer of 3/s' (9.5 mm) thick gypsum wallboard or'/i (12.7 mm) thick plywood. 2. When installed without protection (exposed) in accordance with NFPA 13, 13D and 13R, the following limitations shall apply: - The riser shall be installed below a smooth, flat, horizontal ceiling construction. A Listed residential pendent sprinkler is to be installed with its deflector at the distance from the ceiling specified in the sprinkler Listing. OR The riser shall be installed below a horizontal unfinished basement ceiling (in accordance with NFPA 13D) constructed utilizing nominal 2' x 10" or nominal 2' x 12" exposed solid wood joists on 16' centers. A Listed residential pendent sprinkler is to be installed with its deflector a maximum of 13/; below the bottom of the solid wood joist in anticipation of future installation of a finished ceiling. When installing TFP BlazeMaster CPVC pipe and fittings in conjunction with 2' x 12' solid wood joists, the maximum system working pressure under flowing conditions shall not exceed 100 psi and the maximum system working pressure under static (nonffowing) conditions shall not exceed 175 psi. The Listed residential pendent sprinkler is to have 1551 (68•C) maximum temperature rating and is to be installed at a maximum horizontal distance of 12 inches from the center fine of the riser. The system is to be designed based upon the Listed flows for the sprinkler selected except that the flow for a single sprinkler or multiple sprinklers shall not be less than 11 gpm per sprinkler. Table R • One Point of Restraint R R MAX. One-Point J Vertical 1 Restraint RESTRAINT RESTRA3NT ONE -POINT ONE -POINT i�OfYliilai uRlx a�u Pipe Size Less than Greater than ANSI inches got} psi 100 psi i?tV (6,9 bar) (6,9 bar) 3f4 Q'-9" 0'-6" Table S • Two Points of Restraint Pipe E<S„ «S„ Size Less than Greater than ANSI inches lflti psi- 100 psi ptq (6,9 bar) (6,9 bar) 3f4 4'-0" 3'-0" DN20 (1,22 m) (0,91 m) DN25 (1,52 m) (1,22rn) DN32 (1;83 m) (1,62 mj 1-1/2-3 7'-0" 7'-0" DN40 - DN80 (2,13 m) (2,13 m) S MAX _� Two -Point ANY DISTANCE —I ---•- Vertical Restraint I RESTRAINT TWO -POINT BUILDING SECTION 01 1 �BU�ILD�IN�G�S�E CTION L 1 BUILDING SECTION 0 z 0 w w Q 0 O z FIRi *As SYSTEMS INC. • LICENSE N0.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, X.X.INEERING AND INSTALLATION • 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 • The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sorinkler Systems.ry Z O W U Z W W W OC O v / Z O U W P. co < S MAX _� Two -Point ANY DISTANCE —I ---•- Vertical Restraint I RESTRAINT TWO -POINT BUILDING SECTION 01 1 �BU�ILD�IN�G�S�E CTION L 1 BUILDING SECTION 0 z 0 w w Q 0 O z FIRi *As SYSTEMS INC. • LICENSE N0.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, X.X.INEERING AND INSTALLATION • 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 • The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sorinkler Systems.ry Z O W U Z W W W OC O v / Z O U W P. co < U Q � � m U � cflc9� Q W Cl) Q Z W J CD O z � Q 0 JOB NO: 32034 DATE: 1 /4/21 DRAWN BY: C.P. GT 10 CO T ti � CLASSIFICATION 9� C-16 * LICENSE N0. 684600 C�x9TF OF CA\-\F��\� SIZE - 24" X 36" SCALE AS SHOWN IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID SECTIONS SHEET FP3 OF FP3 FIRE SPRINKLER SYSTEMS, INC. 705 E. HARRISON ST. SUITE 200 CORONA, CA. RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR SIGNATURE @ PGA WEST LA QUINTA, CA. TRACT #36537 *PLAN 6 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 1/4/2021 File No: 32034 Data File Name: PLAN 6.rdf SPRINKLER SPACING 196.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 14.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 7.0 ft. SPRINKLER SPECIFICATIONS Mfr: Senju Descr: SS8261 Pend.RC-RES(14x14) K=3.70 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=3.61 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=3.59 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 65.6 psi Resid: 60.1 psi F1ow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 5 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 10.0 7.7 13 15.0 65.6 28.9 2 10.0 7.7 13 25.0 65.6 41.0 REVIEWING AUTHORITY LA QUINTA FIRE DEPARTMENT WATER SUPPLY CURVE 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 65.6 psi, Residual = 60.1 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 65.6 psi @ 15.0 gpm 65.6 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 28.9 psi @ 15.0 gpm 41.0 psi @ 25.0 gpm RESULTS OF ANALYSIS NFPA NODE & PIPE DATA 2 Sprinklers Flowing Node Tag Elevation Node Type Pressure Discharge Notes (FT) (PSI) (GPM) 1 -2.0 SOURCE 41.0 - - - 2 -2.0 - - - - 35.0 - - - 3 -2.0 - - - - 27.3 - - - 4 -2.0 - - - - 25.6 - - - 5 2.0 DOMESTIC 23.7 5.0 6 4.0 - - - - 22.6 - - - 7 4.0 - - - - 20.0 - - - 10 11.0 - - - - 16.4 - - - 11 11.0 - - - - 14.4 - - - 12 11.0 K= 3.61 7.7 10.0 13 11.0 K= 3.61 7.7 10.0 14 11.0 - - - - 9.3 - - - 15 11.0 - - - - 9.3 - - - 16 11.0 - - - - 10.8 - - - Pipe Tag K-fac AF AF to L C (Pt) Frm Node E1 (ft) PT (q) node/ Nom ID Fit F (Pe) Notes To Node E1 (ft) PT TF(Q) disch Act ID T FL/FT (Pf) Pipe: 1 SOURCE G: 0 30.00 150 41.0 1 -2.0 41.0 25.0 3 1.000 B: 6 6.00 -0.0 2 -2.0 35.0 25.0 0.995 36.00 0.168 6.1 Pipe: 2 0.00 1.00 150 35.0 2 -2.0 35.0 25.0 4 0.750 ---- 0.00 -0.0 3 -2.0 27.3 25.0 0.745 1.00 0.690 7.7 Fixed Pressure Loss Device: 7.0 psi Pipe: 3 0.00 70.00 150 27.3 3 -2.0 27.3 25.0 5 1.500 3L:27 27.00 -0.0 4 -2.0 25.6 25.0 1.590 97.00 0.017 1.7 Pipe: 4 DOM. 5.0 Disch 4.00 150 25.6 4 -2.0 25.6 20.0 6 1.500 L: 4 4.00 1.7 5 2.0 23.7 25.0 1.505 8.00 0.022 0.2 Pipe: 5 0.00 2.00 150 23.7 5 2.0 23.7 20.0 7 1.000 R: 1 1.00 0.9 6 4.0 22.6 20.0 1.101 3.00 0.068 0.2 Pipe: 6 0.00 1.00 150 22.6 6 4.0 22.6 20.0 10 1.000 ---- 0.00 -0.0 7 4.0 20.0 20.0 1.101 1.00 0.068 2.6 Fixed Pressure Loss Device: 2.5 psi Pipe: 7 0.00 7.00 150 20.0 7 4.0 20.0 20.0 11 1.000 2R: 2 2.00 3.0 10 11.0 16.4 20.0 1.101 9.00 0.068 0.6 Pipe: 8 0.00 7.8 16 5.50 150 16.4 10 11.0 16.4 12.2 12 0.750 L: 4 4.00 -0.0 11 11.0 14.4 20.0 0.874 9.50 0.210 2.0 Pipe: 9 3.61 10.0 Disch 7R: 7 68.50 150 14.4 11 11.0 14.4 2.2 13 0.750 L: 4 11.00 -0.0 12 11.0 7.7 12.2 0.874 79.50 0.084 6.7 Pipe: 10 3.61 10.0 Disch 9.00 150 7.7 12 11.0 7.7 -7.8 14 0.750 R: 1 1.00 -0.0 13 11.0 7.7 2.2 0.874 10.00 0.004 0.0 Pipe: 11 3.61 10.0 Disch 2R: 2 35.00 150 9.3 14 11.0 9.3 -2.2 12 0.750 2L: 8 10.00 0.0 13 11.0 7.7 7.8 0.874 45.00 0.037 1.6 Pipe: 12 0.00 1.00 150 9.3 15 11.0 9.3 0.0 0.750 B: 3 3.00 0.0 14 11.0 9.3 0.0 0.874 4.00 0.000 0.0 Pipe: 13 0.00 2B: 6 30.00 150 10.8 16 11.0 10.8 7.8 13 0.750 L: 4 12.00 0.0 14 11.0 9.3 7.8 0.874 2R: 2 42.00 0.037 1.5 Pipe: 14 0.00 B: 3 83.00 150 14.4 11 11.0 14.4 7.8 14 0.750 L: 4 15.00 0.0 16 11.0 10.8 7.8 0.874 8R: 8 98.00 0.037 3.6 Legend: PT - Total Pressure at Node C - Hazen -Williams Coefficient F1 - Flow rate (gpm) FL/FT - Friction Loss per Foot L - Pipe Length Pt - Total Pressure Loss F - Fitting Length Pe - Elevation Pressure Loss T - Total Length of Pipe Pf - Friction Pressure Loss Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 0 at 0.00 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.42 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.745 0.00 1.00 3.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.590 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 A negative value for flow rate indicates the direction of flow is from the second pipe node to the fi A Fixed Pressure Loss Device calcualtes as a positive friction loss A Fire Pump calculates as a negative friction loss Sprinkler system has been hydraulically calculated with the HASS HOUSE 2020.0.0 computer program (License No. ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.09 gpm with one sprinkler flowing, and 0.011 gpm at each node and maximum imbalance of 0.16 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 41.0 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.2 gallons. The minimum pressure at any node is 7.7 psi at node 13. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 FIRE SPRINKLER SYSTEMS, INC. 705 E. HARRISON ST. SUITE 200 CORONA, CA. RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR SIGNATURE @ PGA WEST LA QUINTA, CA. TRACT #36537 *PLAN 6 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 1/4/2021 File No: 32034 Data File Name: PLAN 6.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK494 Conc.Pend.(20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 65.6 psi Resid: 60.1 psi F1ow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 5 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 15 25.0 65.6 53.4 1 20.0 18.0 15 25.0 65.6 53.4 REVIEWING AUTHORITY LA QUINTA FIRE DEPARTMENT WATER SUPPLY CURVE 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 65.6 psi, Residual = 60.1 psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 65.6 psi @ 25.0 gpm 65.6 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 53.4 psi @ 25.0 gpm 53.4 psi @ 25.0 gpm RESULTS OF ANALYSIS NFPA NODE & PIPE DATA 1 Sprinklers Flowing Node Tag Elevation Node Type Pressure Discharge Notes (FT) (PSI) (GPM) 1 -2.0 SOURCE 53.4 - - - 2 -2.0 - - - - 47.4 - - - 3 -2.0 - - - - 39.7 - - - 4 -2.0 - - - - 38.0 - - - 5 2.0 DOMESTIC 36.1 5.0 6 4.0 - - - - 35.0 - - - 7 4.0 - - - - 32.5 - - - 10 11.0 - - - - 28.8 - - - 11 11.0 - - - - 26.8 - - - 12 11.0 - - - - 22.1 - - - 13 11.0 - - - - 21.5 - - - 14 11.0 - - - - 18.9 - - - 15 11.0 K= 4.71 18.0 20.0 16 11.0 - - - - 21.3 - - - Pipe Tag K-fac AF AF to L C (Pt) Frm Node E1 (ft) PT (q) node/ Nom ID Fit F (Pe) Notes To Node E1 (ft) PT TF(Q) disch Act ID T FL/FT (Pf) Pipe: 1 SOURCE G: 0 30.00 150 53.4 1 -2.0 53.4 25.0 3 1.000 B: 6 6.00 -0.0 2 -2.0 47.4 25.0 0.995 36.00 0.168 6.1 Pipe: 2 0.00 1.00 150 47.4 2 -2.0 47.4 25.0 4 0.750 ---- 0.00 -0.0 3 -2.0 39.7 25.0 0.745 1.00 0.689 7.7 Fixed Pressure Loss Device: 7.0 psi Pipe: 3 0.00 70.00 150 39.7 3 -2.0 39.7 25.0 5 1.500 3L:27 27.00 -0.0 4 -2.0 38.0 25.0 1.590 97.00 0.017 1.7 Pipe: 4 DOM. 5.0 Disch 4.00 150 38.0 4 -2.0 38.0 20.0 6 1.500 L: 4 4.00 1.7 5 2.0 36.1 25.0 1.505 8.00 0.022 0.2 Pipe: 5 0.00 2.00 150 36.1 5 2.0 36.1 20.0 7 1.000 R: 1 1.00 0.9 6 4.0 35.0 20.0 1.101 3.00 0.068 0.2 Pipe: 6 0.00 1.00 150 35.0 6 4.0 35.0 20.0 10 1.000 ---- 0.00 -0.0 7 4.0 32.5 20.0 1.101 1.00 0.068 2.6 Fixed Pressure Loss Device: 2.5 psi Pipe: 7 0.00 7.00 150 32.5 7 4.0 32.5 20.0 11 1.000 2R: 2 2.00 3.0 10 11.0 28.8 20.0 1.101 9.00 0.068 0.6 Pipe: 8 0.00 9.9 16 5.50 150 28.8 10 11.0 28.8 10.1 12 0.750 L: 4 4.00 -0.0 11 11.0 26.8 20.0 0.874 9.50 0.209 2.0 Pipe: 9 0.00 7R: 7 68.50 150 26.8 11 11.0 26.8 10.1 13 0.750 L: 4 11.00 -0.0 12 11.0 22.1 10.1 0.874 79.50 0.059 4.7 Pipe: 10 0.00 9.00 150 22.1 12 11.0 22.1 10.1 14 0.750 R: 1 1.00 -0.0 13 11.0 21.5 10.1 0.874 10.00 0.059 0.6 Pipe: 11 0.00 20.0 15 2R: 2 35.00 150 21.5 13 11.0 21.5 -9.9 16 0.750 2L: 8 10.00 -0.0 14 11.0 18.9 10.1 0.874 45.00 0.059 2.7 Pipe: 12 4.71 1.00 150 18.9 14 11.0 18.9 20.0 Disch 0.750 B: 3 3.00 -0.0 15 11.0 18.0 20.0 0.874 4.00 0.209 0.8 Pipe: 13 0.00 20.0 15 2B: 6 30.00 150 21.3 16 11.0 21.3 -10.1 13 0.750 L: 4 12.00 0.0 14 11.0 18.9 9.9 0.874 2R: 2 42.00 0.057 2.4 Pipe: 14 0.00 B: 3 83.00 150 26.8 11 11.0 26.8 9.9 14 0.750 L: 4 15.00 0.0 16 11.0 21.3 9.9 0.874 8R: 8 98.00 0.057 5.6 Legend: PT - Total Pressure at Node C - Hazen -Williams Coefficient F1 - Flow rate (gpm) FL/FT - Friction Loss per Foot L - Pipe Length Pt - Total Pressure Loss F - Fitting Length Pe - Elevation Pressure Loss T - Total Length of Pipe Pf - Friction Pressure Loss Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 0 at 0.00 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.745 0.00 1.00 3.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.590 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 A negative value for flow rate indicates the direction of flow is from the second pipe node to the fi A Fixed Pressure Loss Device calcualtes as a positive friction loss A Fire Pump calculates as a negative friction loss Sprinkler system has been hydraulically calculated with the HASS HOUSE 2020.0.0 computer program (License No. ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.07 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.05 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 53.4 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 18.0 psi at node 15. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 W Coachella Vallev Water District 75515 Hovlev Lane East Palm Desert, CA 92260 Date: Monday, March 09, 2015 File: 0421.1 Tr. 36537-2 Tract No.: 32472 Project Name: Signature at PGA West Engineer Of Record: Stanley C. Morse, #20596 CVWD Reviewer: Brian Fogg Type Of Utility: Domestic Water Pipe Plan Check No.: 1 •• • Pipe Application Domestic Water Operating Pressure 85.00 psi Pressure Fluctuation 25.0 psi Pipe Material DIP Max. Surge Pressure 175.00 psi Pipe Classification PR 350 Operating Temperature 100.0 °F Pipe Size 18 in. Live Load Condition Roadway Surface Condition Flexible Pavement Pipe Cover Depth 4.0 ft. Depth to Water Table 100.0 ft. Min. Trench Width 3.5 ft. Max. Trench Width 2.5 ft. Native Soil Classification SM Unit Weight 117 pcf Bearing Capacity 2500 psf Soil Documentation Geotechnical Report Trench Configuration D Embedment Soil Class SM Max. Deflection 0.0000 % Installed Factor of Safety 309790.5 Max. Wall Strain 0.0000 in./in. FS — Bending Strain 305009.8 Ring Buckling Stress 0.20 psi FS —Wall Buckling 5.7 Wall Thrust 52.01 psi FS —Wall Thrust 2563.6 Foundation Required No Approxiamate Thickness 0.00 in. POP <— WPR of Pipe Yes PP,A < STIR Of Pipe Yes COMMUNICATION TO ENGINEER OF • D Appropriate Design Documentation Accepted Q Design meets Min. CVWD Factor of Safety Q Revise Design Documentation And Resubmit ❑ Insufficient Information Received To Review ❑ Reviewer's Comments: Z Domestic Water System Flow Analysis Domestic Water System Flow Analysis (Hydraulic Model) Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Requested By., Innovative Fire Protection, Inc. Date: 1/14/15 y — Address: 8779 Cottonwood Ave. Ste. 101 Santee, CA 92071 APN: WF#: 422601 Project Name: Contact Name: _ Erica Phone: (619)593-8200 Cell: Email: erica@ifpinc.net Fax: Location/Hydrant: Model Information Flow Analysis Description Hydrant located on PGA Boulevard, near sales office at 56-140 PGA Boulevard. Geo: 6-7-21-2 PZ 15-6050. Thank You, Sara Lopez jJ CVWD 203L5 PDD 14 Requested Test 1Test 2 Test 3 Test 4 Flow eElevation Ell (Ft): -11.12 I g CVWD criteria Steady State, Dynamic {psf): 79.80 Residual Pressure (psi): 73.71 Fire Flow Tested (gpm): 1500 Combined Total: N/A Number of Hydrants: Used one test junction Duration. 3 Hour Demand Conditions: ESP Peak Day Demand Reservoir No./level (s): Res6726/25.6' Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla Pressure Zone (145') Model: _ CVWD 2015 DW Model, ESP -24hr PDD Historical Peaking Factors Comments: The domestic water system is capable of providing 1,500gpm for 3 hours at a minimum of 20psi that do not exceed CVWD's velocity and/or head loss criteria. This simulated system flow analysis may not include all facilities that may be required for this development/project. In addition, future project phases may affect the results. Please check with Development Service for further information on all required facilities. i These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this fire flow analysis valid for six months from date of modelling/analysis. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. Completed By: Reviewed By: Date: 3/6/2015 Date: .31191R D Z'NAT Page 1 of 1 ENG DS-016 �sT � (3/5/15) 1 _ � (i •lid CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org February 2, 2021 Fire sprinkler Systems INC. 705 E. Harrison St #200 Corona, CA 92879 Re: Residential Fire Sprinkler Plan Review — SIGNATURE @ PGA WEST FCMP2021-0006 / MASTER PLAN 6 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 separately apply and pay fees for the various Production Home lots associated with this project as each will be handled under separate permit. 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. Requests 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 OFFICE USE ONLY: REVIEW DATE: ❑ APPROVED ❑ CORRECTIONS CALIFORNIA CALLED FOR PICKUP: DESIGN & DEVELOPMENT DEPARTMENT 78-495 Calle Tampico PICKED UP: La Quinta, California 92253 (760) 777-7125 / FAX (760) 777-7011 FIRE REVIEW APPLICATION 0 SUBMITTAL # ❑ REVISION # PERMIT NO. APPLICANT/OWNER INFORMATION Applicant Name: FIRE SPRINKLER SYSTEMS, INC Owner Name: WOODBRIDGE PACIFIC Mailing Address: 705 E. HARRISON ST. #200, CORONA CA 92879 Site Address: MASTER PLAN TYPE 6 Phone Number: 951-272-2522 Project SIGNATURE @ PGA WEST / TRACT# 36537 / PLAN TYPE 6/22 HEADS Email: jamieb@fireinc.net Description: (Include # of sprinkler heads) 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 fire chief. Applicant recognizes this contracted arrangement and shall comply with County Fire Department directions. CONTRACTOR INFORMATION Contractor Name: FIRE SPRINKLER SYSTEMS, INC. Contractor #: 684600 Signature: Contact Person: JAM I E B I SH I P Mailing Address: 705 E. HARRISON ST., #200 Print Name: JAMIE BISHIP City, State, Zip: CORONA, CA 92879 Phone Number: 951-272-2522 Business License #: 762890 Email Address: jamieb@fireinc.net A. APPLICATION TYPE FIRE SPRINKLER SYSTEM STORAGE TANKS ❑ NEW COMMERCIAL/INDUSTRIAL ------------ ❑ DISPENSERS ONLY HOURLY@161/HR ❑ 0-35,000 SQ FT $670 ❑ ABOVEGROUND HOURLY@161/HR ❑ 35,001-75,000 SQ FT $791 SUPRESSION SYSTEM ❑ 75,001-120,000 SQ FT $992 ❑ HOOD & DUCT $418 ❑ 120,001 AND UP $1234 ❑ OTHER SUPRESSION SYSTEM HOURLY@161/HR ❑ TENANT IMPROVEMENTS - FIRE SPRINKLER $418 MASTER PLAN ❑ RESIDENTIAL SPRINKLER SYSTEMS ------------ ❑ MASTER PLAN HOURLY@161/HR ❑ 1-50 SPRINKLER HEADS $418 MISC ❑ 51-100 SPRINKLER HEADS $498 ❑ PYRO $740 ❑ OVER 100 SPRINKLER HEADS $579 ❑ HAZMAT HOURLY@161/HR ❑ RESIDENTIAL TRACT HOME (EA.) ADDITIONAL ------------ ❑ HIGH PILE RACK STORAGE HOURLY@161/HR ❑ 1-50 SPRINKLER HEADS $176 ❑ PRIVATE FIRE MAINS $901 ❑ 51-100 SPRINKLER HEADS $257 ❑ TECHNICAL REPORT RESEARCH HOURLY@161/HR ❑ OVER 100 SPRINKLER HEADS $337 ❑ FIRE PUMPS $659 ❑ MULTI -FAMILY (3 OR MORE) $590 ❑ STANDPIPE SYSTEMS $579 FIRE ALARM SYSTEM ❑ WATER TANKS $418 ❑ COMMERCIAL -SPRINKLER MONITORING $418 ❑ REVISION $161 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1062 ❑ OTHER HOURLY@161/HR Each application type includes a Technology Enhancement Fee of $5 & Records Management Fee of $10 or $21 REVISED 12/6/2019 *For permits billed at an hourly rate, these fees will be added at time of payment. Bin # City of La Quints Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: MASTER PLAN TYPE 6 Owner'sNarne: WOODRIDGE PACIFIC A.P.Nnmber: Address:27285 LAS RAMBLAS #230 Legal Description: MASTER PLAN TYPE 6 Contractor: FIRE SPRINKLER SYSTEMS, INC City, ST, Zip: MISSION VIEJO, CA 92691 pa Telephone: U.;£;$�., Address: 705 E. HARRISON ST. #200 Project Description: City, ST, Zip: CORONA, CA 92879 INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS Telephone: 951-272-2522 {y r>Y "'`' 'f k4i 22 HEADS / 2,801 SF State Lic. #: 684600 City Lie. #.: 762890 Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: . ,., � z? s" Name of Contact Person: JAM I E B I S H I P Construction Type:.V_g Occupancy: R3/U Project type (eirete one): New Add'n Alter Repair Demo Sq. Ft.: 2,801 S F "St es: 1 # Units: N/A Telephone # of Contact Person: 951-272-2522 Estimated Value of Project: $1,453.00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Reed TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amouat Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan r' Review, ready for correctionslissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. 11.0A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review; ready for eorrectionsfrssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees