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FCMP2021-0009 Carmela Plan 2a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2021-0009 MoFT�• . Description: CARMELA / FIRE SPRINKLER MASTER / PLAN TYPE 2 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: 4/13/2021 Subtype: FIRE SPRINKLER MASTER PLAN Applied: 1/21/2021 Address: 81853 ALEGRE Approved: 2/2/2021 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: ADDITIONAL SITES CHRONOL DAYS REVIEWS ACTIONS INSPECTIONS CONDITIONS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE CORONA CA 92879 (951)272-2522 jamieb@fireinc.net 200 CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE CORONA CA 92879 (951)272-2522 jamieb@fireinc.net 200 OWNER VILLAGE SACRAMENTO INV 940 EMMETT AVE STE BELMONT CA 92253 (951)272-2522 jamieb@fireinc.net 200 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 WEB7628 094036 CREDIT FIRE SPRINKLER ECON SYSTEMS INC Printed: Friday, March 03, 2023 2:41:23 PM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2021-0009 MoFT�• CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 0.5 $80.50 $80.50 4/21/21 WEB7995 063517 CREDIT FIRE SPRINKLER ECON SYSTEMS INC Total Paid for FIRE FEES: $241.50 $241.50 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 3/14/21 WEB7628 094036 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 WEB7628 094036 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 (1WK) KOHL 4/13/2021 4/20/2021 4/20/2021 APPROVED REVISION 1 HETRICK 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 2/12/2021 COMPLETE TECHNICIAN (1DAY) MAGALLON Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/21/2021 EtrakitContractor Application Application.pdf 1 Printed: Friday, March 03, 2023 2:41:23 PM 2 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2021-0009 MoFT�• r Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/21/2021 EtrakitContractor Tracking Sheet Building Tracking 1 Sheet.pdf DOC 1/21/2021 EtrakitContractor Fire Flow Fire Flow Analysis.pdf 1 DOC 1/21/2021 EtrakitContractor Fire Plan Master Plan Type 1 2.2679. pdf DOC 1/21/2021 EtrakitContractor Hydraulic Calculations Plan 2.2679 Hydraulic 1 Calculations.pdf DOC 4/13/2021 KAYLI ALFORD Revision 1 Revision 1 0 Application.pdf Application.pdf DOC 4/13/2021 KAYLI ALFORD Revised Fire Flow Revised Fire Flow 0 Analysis.pdf Analysis.pdf DOC 4/13/2021 KAYLI ALFORD Revised Plan 2.2679 Revised Plan 2.2679 0 Calcs.pdf Calcs.pdf DOC 4/13/2021 KAYLI ALFORD Revised Plan Revised Plan 0 2.2679_1.pdf 2.2679_1.pdf DOC 2/2/2021 KOHL HETRICK FCMP2021-0009 - Master Plan Type 1 APPROVED PLAN 2.2679_1.pdf DOC 2/2/2021 KOHL HETRICK FCMP2021-0009 - COA FCMP2021-0009 - COA 1 LETTER.pdf LETTER.pdf FCMP2021-0009 - FCMP2021-0009 - DOC 4/20/2021 KOHL HETRICK APPROVED PLANS - APPROVED PLANS - 1 REVISION 1.pdf REVISION 1.pdf Printed: Friday, March 03, 2023 2:41:23 PM 3 of 3 CENTRALSQUARE V Ra ■mow FREEDOM RESIDENTIAL SENJU SPRINKLER CO., LTD. ,�.�((VV,,,,��<,�V.•.• coxceaLeD VFxDENr �: bPRINKLER VNM94IKY.9I Residential Lead Free Flat Concealed Sprinkler, - Th. Pendent r.Nvnop.: a.sas.asot rm la N..: e"]ero' d°nfi°�nm�, e. ao .�sw.kmvc.m.wm an oa.., x,sn"g. Nl4e .: xaate-1Rep Em,n: nc Motlel: RC-RES. K-Factor: 3.7. SIN: 558261 GENERAL DESCRIPTION g ."reM* nrorp a ipnn emee n meryrNvnM`"� N earou�n°"A....... non�lo;�unlmm. TE-1 BORE. N a RI,d rnYa.pllY enwenM.t.M bp.Ma ro,.,.m nem.s. I.a;7a;,ro "� mow 0n° RRIANr rI.— x ro amlN Dwaime u per aynemt ro�Reslamel °pcuw a up 1p meneupnp w;;railamstwlM,.apamm�Pmlonsme,ryawuwMln PorNam u. rmnnawa,'ma�>uw "sm'�vw�'m;.ure m. w"�sl"apes.`"` ]A(e dLPe4De0'1sK fedw lM1Y mesn lM1e ragtl�eeseslaemNl nox Inns rmm mlmmtlrnlouel t. LISTNGSANDAPPRONALS pM ra ene cnatxs 1 wmcel m'unmaM. Thb edNummeM Iron IPo�Tnsxr axes Ins naetlMpronrodunngp lne plpelnYarpptrom tpnnperem stows Poanmw eanp ndl pm spnnpar sysiams ara nM a swmMs rwnre serexy ern iixlen _HM tprwy ea, Aaa.'aey °piinsei°:�'nla;mei e n:DTkhg %r»: . N)—d-.di, i—.r=a"piase. ;a9J.nsakron pwD.eaanpp rorpwamme,pa.Po,.a,L srm.rm..ae-k... m,mw,9 mw.am, m vTeaxae , a.vr .r ave emwm„m,r ro m. ewmw ,, mw wxnp rv,..wp.rro vLm�;e..,.vr.rtnn a.w.m.mm, a,e,..w,w.mm.R �,`Mw,w mw m. vrolewn,„rY.m,aa a..k.e x. vmv,r=vmnaw aepaae,L rM TECHNICAL DATA epmk MseanmmmNumnN (aM 9Nexet m we,ppn nrvwnx.,saq DAR,— - gvMlPorR n,.n LVMnw ( :os•p nee, avr,wlwwN„Nx•v nrm Dp .—I Adj..- utl.- amen(1 —1 wn�w i ory e.iy. nrem ei..x xmxY 'I`c:'Onmed.aY et.RY vm.re,,.a„YSM Y }� sy DrcouDut, uaYrRexes lo-aa 35ww�1. OPERATION ee"nm.d>p a. e1.r.d r,..,.e. R. s x`°p"•"no,n•°�ou�ranexp.°°nc'w'it°1:ss �e 1°I»pws:r newmee .m M) Im, F IANS �p ° ^a Rw DPb pPxq mwm ryr) mA ILPxq Bwm� Id"n0.n Caul 11 O., ro I. I, 71 Lo AS � N,Imnn. n I4_ I_ IaTS, IS AS RPS I-1, sae, I.., Pm 1.. IS1, Iaw4S1 I4 a) I4s.z) I. S (493) IS ES, (n) Rw N4M Mn xMPM ILPu kp rod. M1 wees m use tnn minimum ak'u wenurta urine ukwetawreurt npmlrelXFaaps Raro�m Xromu Dnp cmprb secMnroreem�n. 'Ye ma.xemm�twtmmee a°MaeaGtebmre GVt.VsfV VsW VlklnproVK090 <.9 KFecrgraR,rkentlel CormaNkY PanYanL9pdnkler ..n°pYe`wwb.` tm..c�w+.Po 12XII M �' roi4x,4 N.a%wI NOD Iw�l Mw ro4a, • rarTVa 0A) HaF1n —E. HAS 11 ER" 1, row' HYDRAULIC SYSTEM This Nbmg is P.RRSEd by a Hydraulically Designed A.tOeJc Spnnlder System. Dale Installed VIiT Location CALC AREA Number of Sprinldem 2 Basis of D.Eq ow m .05 gpmh' qfL ] DENGHFD ARFAOF DMMARci 392 sg.ft. System Demand 0 1. 4NATEA FL"RATE 25.D 2. 1HIWAL PRESSURE AT TH m RASE OF THE RISER 25.5 si MD16d By FlNSpnnkkr SyMEme, Inc. HYDRAULIC NAMEPLATE N.T.S. 13D GENERAL NOTES >3A I xq` 7 waRR- DAvb IN ADVANCE OE THE EMASTE uL Ls)eD cP1.NAVEn PeaMarvENrLV AP xeD SON No unR 4�- Ire EUNcr aN srt 1. 11. ISEL �uIRE11v SENJU. INSTALLED AT 14 ET. M-11M ePADNO (SEE TETH. 12 (e ETECNo ATLEASTURE01 VIMNG IESTALLED AT t4 R. MAIL SPACING La ce Quinta Offiof the Flre Marshal BY: Kohl Hetdck TL - FIRE SAFETY SPECIALIST O4/20=21 2 33 32 M Theapproval d plansbnd spS.M ad. -pot permit -vbhfwp, delatmp, o—im or fa.Ey Installation of any requirements of title 24 or any #FCMP2021-0009 REV APPROVAL STAMP 'FOR REFERENCE ONLY PRESSURE O9ES TO OM STIC 1 WATER CONTROL VALVE FOR DOMESTIC CSGPM ALLWVANCE J.H.-DE DELEViTER � PSI LOSS O4 OR -wix 3aELEV. ED xAx -z ELEV. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) THE ESTATES fa CARMEIA .1-112 MAbTEAN 2. 11 PN SLIBMINTAT LAQUIMA, CA. AND. LA QUINTA FIRE DEPARTMENT LEGAL DESCRIPTION BUILDING SUMMARY CO PIN bPRIM4ER ® WNCEALEDREs. PENDENT SPRINKLER Qi RES. PENDENT SPRINKLER O CHANGE IN D.EVATION ® RISER —ON (PER DETAIL) ® NODE POINT FOR CALCQIATION / RANGER TIC DETAIL SYMBOLLEGEND cow T.—Tw— 10 ,d ELIV SPAAE SPANRLERSSINLL NOi BE AEWNEDTO PAWIAED PEA 5.1.1.2 cmz aneR W.®- ®m A�anooR� _ R.eeen— AVE fi - ssr1. 1...T.... ATM—' OLW. RISER DETAIL N.T.S. JOB NO: 320M DATE: 111=1 DE— BV: C.P. Table R • One Point of Restraint p�R R ($ MAX.3 I iV1AX.t One -Point vertical Restraint RESTRAINT RESTRAINT ONE -POINT ONE-POiNT Nominal -Ii'TS3 li r131 Pipe Size Less than Greater than ANTS[ Inches 100 psi iflfl psi QN (6,9 bar) (6,9 bar) 3f4 0'-9" 0'-6" DN20 (0,23 m) (D,iS m) QN25 (0,30 rri) (0,23 m) 1-1f4 1'-4" 1'-D" C3N32 (0,41 m) (0.30 m) 1-1/2-3 2'-D" 1'-0" DN40 - DNso (o,si m) (D,so rr,) Table S • Two Points of Restraint Nominal Pipe "S" "S>, Size Lass than Greater than ANSI Inches 140 psi iQD psi QN (6,9 bar) (6,9 bar) 3f4 4'-0" 3'-0" DN20 (1,22 m) (0,91 rtt) 1 5'-0" 4'-0" []N25 (1,52 m) (1,22 m) 1-1/4 6'-D" 5'-0" QN32 (1;$3 m) {1,52 m} 1-11f2 - 3 7'-0" T-D" DN40 - DN80 (2,13 rrt) (2,13 m). S Two -Point ANY DISTANCE �---- Vertical Restraint RES7RA#NT T W O -P O I NT January 2005 Garage Installation Snecificattons 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-UL Listed. •Installation Requirements -Protection: TFP BlazeMaster CPVC pipe and fittings shall be installed concealed behind protection consisting of a minimum of one layer of thick gypsum wallboard or 1/2* 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 13,13Dand 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 s/s' (9.5 mm) thick gypsum wallboard or 1/2' (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 shalt 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 130) 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 flooding conditions shall not exceed 100 psi and the maximum system working pressure under static (nonflotving) conditions shall not exceed 175 psi. The Listed residential pendent sprinkler is to have 155°F (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 VA 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. PLAN 2.2679 -FIRE SPRINKLER FLOOR PLAN 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 durin� 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 510 FAST. SIZE DIM. 3/4 2.126 1 2.312 1 1/4 3.170 1 1 /2 3.400 2 1/2 4.320 3 5.320 11 IPA Restraint Nominal Pipe Size (in.) '/<" 1 " 1'/<" 1'/:" 2„ 2,/:" 3„ 3,/z , 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 (STEEL -COPPER - C. P. V.C. NOT TO SCALE "vf yi3�M44 vK3 i , SIZE -SYSTEM PIPE: 3/4" thru 2" ` MATERIAL -Carbon Steel. FINISH -Mil. Glavanized. LISTING/APPROVAL - ` 203-EX 4231, EX 2551 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. Stabilize vertical piping. INSTALLATION -Per these instructions 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 Steil pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fasterner = 5(wt)+2501bs. 2 FEATURES ` 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. 4 Rests r, II #906 , �1 1.50 3.00 i 0 Hanger/Restrainer Nominal Pipe Size (in.) ,�„ 1" 1'/<" 1'/z, 2„ 2,�„ 3" 3,/z, 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 514 HANGER (STEEL -COPPER - C. P. V.C. ) NOT TO SCALE z O w ,bilize W FIRi SFNIINIaiR 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 Svstems. ) ilize TOTAL LIVING AREA - 2,679 SQ. FT. GARAGE AREA- 601 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'/4' 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 RISER CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL LOCATION 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. /Y1LU 100 - 04 0 ZQ N Cfl M co *k 0 Q J Q CV � m U � rn U z N COQ � CV Z M� � ~�� 0 LU Z J ? m Q 0of -W C) a J W � c~n JOB NO: 32046 DATE: 1 /13/21 DRAWN BY: C.P. �CT ION QCO,y� � CLASSIFICATION C-16 * LICENSE N0. 684600 J�gTF OF C A` \Q SIZE - 24" X 36" SCALE 114" =1' I IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID FIRE SPRINKLER PLAN SHEET FP2 OF FP4 OPT. PLAN 2X.2679 CASITA +1 HEAD / IN LIEU OF: COURTYARD SCALE: 1 /4" = V-0" Z O U) w vow WFSS FIRE SPRINKLER SYSTEMS INC. • LICENSE NO.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENGINEERING AND INSTALLATION • 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 • The recipient of these plans hereby acknowledges that all 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 Sprinkler Svstems. MCI; LOCATION Q J Q CV 00 m U rn U Z � co O i- N CO Q00 N Z ~ 0 W Z J? m Q 0-W Q J H U) LQ JOB NO: 32046 DATE: 1 /13/21 DRAWN BY: C.P. �OT ION CLASSIFICATION C-16 * LICENSE NO. 684600 J�gTF OF C A` \�O��Q 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 OPTIONS SHEET FP3 OF FP4 A 12 3.5 l i RADIANT 14 \ FD5 D5 R:30 12 13.5 0 GARAGE STORAGE G R:13- 4" DIA. G.I. DRYER VENT TO O.S.A. (MAX. 14'-0") INSTALL WITH APPROVED LINT TRAP AND BAC"--nnn"n— DRYER VENT ROUTE GREAT ROOM SECTIONS - 'A' SPANISH R:13 CALIFORNIA ROOM IK& C SECTIONS - @ PRE -PLOT CASITA - 'A' SPANISH r r Z O w Of rw W____ _�(, FSSj FIRi SPRINKLiR 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 Sprinkler Svstems. J Z 0 LU U Z LU ry LU LL LU ry ry 0 LL V ) Z 0 U LU Cn Q J Q C N m U rn �CID :::) U z o c14 a) z Q Z C V 0, z co U Q � Q Q 0- � < C1 < W U) W :Ei II-E JOB NO: 32046 DATE: 1 /13/21 DRAWN BY: C.P. �,GT ION CO T ti CLASSIFICATION 9� C-16 * LICENSE NO. 684600 J�9TF OF C A` \�o��Q SIZE - 24" X 36" I SCALE 1 /4" =1' IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID SECTIONS SHEET FP4 OF FP4 FIRE SPRINKLER SYSTEMS, INC. 705 E. HARRISON ST. SUITE 200 CORONA, CA. RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE ESTATES @ CARMELA LA QUINTA, CA. TRACT #31874-1 & 2 *PLAN 2 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 4/6/2021 File No: 32046 Data File Name: PLAN 2.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(14xl4) 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: 67.2 psi Resid: 64.1 psi Flow: 920.0 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 16 15.0 67.2 31.6 2 10.0 7.7 16 25.0 67.2 47.8 REVIEWING AUTHORITY LA QUINTA FIRE DEPARTMENT RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) ------------------------------------ --------------------- --------------------- 1 1 60.00 BG ---- -2.0 SRCE ---- 15.0 4.30 31.6 ---- 25.0 11.09 47.8 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.07 0.00 27.3 ---- 0.17 0.00 36.7 2 2 1.00 -7.0 -2.0 ---- ---- 15.0 0.27 27.3 ---- 25.0 0.69 36.7 150 3 0.745 0.0 ---- -2.0 ---- ---- 0.27 0.00 20.0 ---- 0.69 0.00 29.1 3 3 70.00 3L ---- -2.0 ---- ---- 15.0 0.65 20.0 ---- 25.0 1.66 29.1 150 4 1.590 27.0 ---- -2.0 ---- ---- 0.01 0.00 19.4 ---- 0.02 0.00 27.4 4 4 4.00 L ---- -2.0 ---- ---- 15.0 0.07 19.4 ---- 25.0 0.18 27.4 150 5 1.505 4.0 ---- 2.0 -5 5 0.01 1.73 17.6 5 0.02 1.73 25.5 5 5 2.00 R ---- 2.0 -5 5 10.0 0.06 17.6 5 20.0 0.20 25.5 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.02 0.87 16.6 ---- 0.07 0.87 24.4 6 6 1.00 -2.5 4.0 ---- ---- 10.0 0.02 16.6 ---- 20.0 0.07 24.4 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.02 0.00 14.1 ---- 0.07 0.00 21.8 7 7 6.00 2R ---- 4.0 ---- ---- 10.0 0.15 14.1 ---- 20.0 0.54 21.8 150 10 1.101 2.0 ---- 10.0 ---- ---- 0.02 2.60 11.4 ---- 0.07 2.60 18.7 8 10 9.00 L ---- 10.0 ---- ---- 10.0 0.76 11.4 ---- 20.0 2.72 18.7 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.06 0.00 10.6 ---- 0.21 0.00 16.0 9 11 59.50 LB6R ---- 10.0 ---- ---- 5.6 1.43 10.6 ---- 11.1 5.09 16.0 150 12 0.874 13.0 ---- 10.0 ---- ---- 0.02 0.00 9.2 ---- 0.07 0.00 10.9 10 12 33.00 L2B2R ---- 10.0 ---- ---- 3.8 0.44 9.2 ---- 6.8 1.28 10.9 150 13 0.874 12.0 ---- 10.0 ---- ---- 0.01 0.00 8.8 ---- 0.03 0.00 9.6 11 13 1.00 B ---- 10.0 ---- ---- 0.0 0.00 8.8 ---- 0.0 0.00 9.6 150 14 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 8.8 ---- 0.00 0.00 9.6 12 13 39.00 2E5R ---- 10.0 ---- ---- 3.8 0.45 8.8 ---- 6.8 1.31 9.6 150 15 0.874 7.0 ---- 10.0 ---- ---- 0.01 0.00 8.3 ---- 0.03 0.00 8.3 13 15 6.00 LR ---- 10.0 ---- ---- 10.0 0.64 8.3 ---- 10.0 0.64 8.3 150 16 0.874 5.0 ---- 10.0 3.61 10.0 0.06 0.00 7.7 10.0 0.06 0.00 7.7 14 15 10.00 B ---- 10.0 ---- ---- -6.2 0.31 8.3 ---- -3.2 0.09 8.3 150 17 0.874 3.0 ---- 10.0 ---- ---- -0.02 0.00 8.6 ---- -0.01 0.00 8.4 15 17 5.50 LB ---- 10.0 ---- ---- 0.0 0.00 8.6 ---- 10.0 0.73 8.4 150 18 0.874 7.0 ---- 10.0 3.61 ---- 0.00 0.00 8.6 10.0 0.06 0.00 7.7 16 17 17.50 B2R ---- 10.0 ---- ---- -6.2 0.53 8.6 ---- -13.2 2.19 8.4 150 19 0.874 5.0 ---- 10.0 ---- ---- -0.02 0.00 9.1 ---- -0.10 0.00 10.6 17 19 22.50 3R ---- 10.0 ---- ---- -1.7 0.06 9.1 ---- -4.3 0.31 10.6 150 12 0.874 3.0 ---- 10.0 ---- ---- -0.00 0.00 9.2 ---- -0.01 0.00 10.9 18 19 82.00 4L3B8R ---- 10.0 ---- ---- -4.4 1.48 9.1 ---- -8.9 5.40 10.6 150 11 0.874 33.0 ---- 10.0 ---- ---- -0.01 0.00 10.6 ---- -0.05 0.00 16.0 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Fitting Code Letters: Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= The maximum velocity of water flow occurs in pipe 2 at 11.04 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.40 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 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2020.0.12 computer program (License No. ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.17 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.08 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 47.8 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 7.7 psi at node 16. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 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 = 67.2 psi, Residual = 64.1 psi @ 920 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 67.2 psi @ 15.0 gpm 67.2 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 31.6 psi @ 15.0 gpm 47.8 psi @ 25.0 gpm FIRE SPRINKLER SYSTEMS, INC. 705 E. HARRISON ST. SUITE 200 CORONA, CA. RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE ESTATES @ CARMELA LA QUINTA, CA. TRACT #31874-1 & 2 *PLAN 2 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 4/6/2021 File No: 32046 Data File Name: PLAN 2.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: 67.2 psi Resid: 64.1 psi Flow: 920.0 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 14 25.0 67.2 59.4 1 20.0 18.0 14 25.0 67.2 59.4 REVIEWING AUTHORITY LA QUINTA FIRE DEPARTMENT RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) ------------------------------------ --------------------- --------------------- 1 1 60.00 BG ---- -2.0 SRCE ---- 25.0 11.11 59.4 ---- 25.0 11.10 59.4 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 48.3 ---- 0.17 0.00 48.3 2 2 1.00 -7.0 -2.0 ---- ---- 25.0 0.69 48.3 ---- 25.0 0.69 48.3 150 3 0.745 0.0 ---- -2.0 ---- ---- 0.69 0.00 40.6 ---- 0.69 0.00 40.6 3 3 70.00 3L ---- -2.0 ---- ---- 25.0 1.66 40.6 ---- 25.0 1.66 40.6 150 4 1.590 27.0 ---- -2.0 ---- ---- 0.02 0.00 38.9 ---- 0.02 0.00 38.9 4 4 4.00 L ---- -2.0 ---- ---- 25.0 0.18 38.9 ---- 25.0 0.18 38.9 150 5 1.505 4.0 ---- 2.0 -5 5 0.02 1.73 37.0 5 0.02 1.73 37.0 5 5 2.00 R ---- 2.0 -5 5 20.0 0.20 37.0 5 20.0 0.20 37.0 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.07 0.87 35.9 ---- 0.07 0.87 35.9 6 6 1.00 -2.5 4.0 ---- ---- 20.0 0.07 35.9 ---- 20.0 0.07 35.9 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 33.4 ---- 0.07 0.00 33.4 7 7 6.00 2R ---- 4.0 ---- ---- 20.0 0.54 33.4 ---- 20.0 0.54 33.4 150 10 1.101 2.0 ---- 10.0 ---- ---- 0.07 2.60 30.2 ---- 0.07 2.60 30.2 8 10 9.00 L ---- 10.0 ---- ---- 20.0 2.72 30.2 ---- 20.0 2.72 30.2 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.21 0.00 27.5 ---- 0.21 0.00 27.5 9 11 59.50 LB6R ---- 10.0 ---- ---- 11.2 5.23 27.5 ---- 11.2 5.23 27.5 150 12 0.874 13.0 ---- 10.0 ---- ---- 0.07 0.00 22.3 ---- 0.07 0.00 22.3 10 12 33.00 L2B2R ---- 10.0 ---- ---- 11.6 3.43 22.3 ---- 11.6 3.43 22.3 150 13 0.874 12.0 ---- 10.0 ---- ---- 0.08 0.00 18.8 ---- 0.08 0.00 18.8 11 13 1.00 B ---- 10.0 ---- ---- 20.0 0.84 18.8 ---- 20.0 0.84 18.8 150 14 0.874 3.0 ---- 10.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 12 13 39.00 2E5R ---- 10.0 ---- ---- -8.4 1.94 18.8 ---- -8.4 1.94 18.8 150 15 0.874 7.0 ---- 10.0 ---- ---- -0.04 0.00 20.8 ---- -0.04 0.00 20.8 13 15 6.00 LR ---- 10.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 20.8 150 16 0.874 5.0 ---- 10.0 ---- ---- 0.00 0.00 20.8 ---- 0.00 0.00 20.8 14 15 10.00 B ---- 10.0 ---- ---- -8.4 0.55 20.8 ---- -8.4 0.55 20.8 150 17 0.874 3.0 ---- 10.0 ---- ---- -0.04 0.00 21.3 ---- -0.04 0.00 21.3 15 17 5.50 LB ---- 10.0 ---- ---- 0.0 0.00 21.3 ---- 0.0 0.00 21.3 150 18 0.874 7.0 ---- 10.0 ---- ---- 0.00 0.00 21.3 ---- 0.00 0.00 21.3 16 17 17.50 B2R ---- 10.0 ---- ---- -8.4 0.95 21.3 ---- -8.4 0.95 21.3 150 19 0.874 5.0 ---- 10.0 ---- ---- -0.04 0.00 22.3 ---- -0.04 0.00 22.3 17 19 22.50 3R ---- 10.0 ---- ---- 0.3 0.00 22.3 ---- 0.3 0.00 22.3 150 12 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 22.3 ---- 0.00 0.00 22.3 18 19 82.00 4L3B8R ---- 10.0 ---- ---- -8.8 5.23 22.3 ---- -8.8 5.23 22.3 150 11 0.874 33.0 ---- 10.0 ---- ---- -0.05 0.00 27.5 ---- -0.05 0.00 27.5 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Fitting Code Letters: Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L 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 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2020.0.12 computer program (License No. ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.01 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.04 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 59.4 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 14. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 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 = 67.2 psi, Residual = 64.1 psi @ 920 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 67.2 psi @ 25.0 gpm 67.2 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 59.4 psi @ 25.0 gpm 59.4 psi @ 25.0 gpm Z Domestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) Requested By: D.R. Horton Date: 11/23/20 Address: 2280 Wardlow Circle, Suite 100 Corona, CA 92878 APN: Req. Fire Flow: gpm at 20psi for hours. Contact Name: Mario Ornelas Project Name: Carmela Phone: (951) 7395481 Email: maornelas@drhorton.com Cell: (951) 415-4568 Domestic Water System Flow Analysis Location: HYDRANT ON THE NE CORNER OF PALAZO STREET AND ALEGRE STREET, CARMELA, LA QUINTA, GEO 6-7-10-1, PZ 20-11625 Model Information Requested • Test 1 Test 2 Test 3 Test 4 Flow Domestic Flow Analysis Description Elevation (Ft): -19.11 None system flow available without exceeding Steady State, Dynamic (psi): 76.38 Residual Pressure (psi): 72.89 Fire Flow Tested (gpm): 920 N/A CVWD's Combined Total: N/A criteria. Tested Model Junction: J3588 Duration: 2 hours Demand Conditions: ESP Peak Day Demand (PDD) Reservoir No./Level (s): 6723/12.0', 6725/27.0', 6726/26.5' Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (146') Model: ESP 2015 Domestic Water Hydraulic Model (24hr) Comments: The domestic water system is capable of providing 920 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is greater than 5,000 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network l.r.- "n F 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 system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397. Completed By: Date: U 31 ,lo Page 1 of 1 ENG DS-016 Z (8/31/15) r------------------------------------------------------------------------------------------------ I I I 6-7-3-4 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N I I I I � I � I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 N 1 W I I� I I I I 1 I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I ----- I o iao 200 aoo soo ON -- I 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 — THE ESTATES @ CARMELA FCMP2021-0009 / MASTER PLAN 2 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 ❑ SUBMITTAL # [R] REVISION # 1 PERMIT NO. APPLICANT/OWNER INFORMATION Applicant Name: FIRE SPRINKLER SYSTEMS, INC Owner Name: D.R. HORTON Mailing Address: 705 E. HARRISON ST. #200, CORONA CA 92879 Site Address: MASTER PLAN TYPE 2 Phone Number: 951-272-2522 Project THE ESTATES @ CARMELA / TRACT# 31874-1 & 2 / PLAN TYPE 2/ 31 HEADS jamieb@fireinc.net Description: (Include # of sprinkler heads) Email: 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 $21 REVISED 12/6/2019 *For permits billed at an hourly rate, these fees will be added at time of payment. Bin # City of La Quints Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: MASTER PLAN TYPE 2 Owner's Name: D.R. HORTON A.P.Number: Address:2280 WARDLOW CIRCLE #100 Legal Description: MASTER PLAN TYPE 2 Contractor: FIRE SPRINKLER SYSTEMS, INC City, ST, Zip: CORONA, CA 92880 pa Telephone U.;£;$�.,G Address: 705 E. HARRISON ST. #200 Project Description: City, ST, Zip: CORONA, CA 92879 INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS Telephone: 951-272-2522 {y �k ,r>Y "'`' 'f 32 HEADS / 3,280 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.: 3,280 S F "St es: 1 #Units: N/A Telephone # of Contact Person: 951-272-2522 Estimated Value of Project: $1, 586.00 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 eorrectionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees