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FCMP2021-0011 Carmela Plan 1a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0011 MoFT�- Description: CARMELA / FIRE SPRINKLER MASTER / PLAN 1 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 2/11/2021 Address: 81853 ALEGRE Approved: 2/22/2021 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 200 CORONA CA 92879 (951)272-2522 jamieb@fireinc.net BILL TO Jamie Biship 705 E. Harrison Street 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 VILLAGE SACRAMENTO INV 705 E. Harrison Street Corona CA 92879 1 (951)272-2522 jamieb@fireinc.net Printed: Friday, March 03, 2023 2:50:51 PM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0011 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 WEB7628 094036 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 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 (2WK) KOHL 2/11/2021 2/26/2021 2/22/2021 APPROVED SEE ATTACHMENTS HETRICK 1ST PERMIT ARMANDO 2/11/2021 2/12/2021 2/12/2021 COMPLETE TECHNICIAN (1DAY) MAGALLON Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/11/2021 EtrakitContractor APPLICATION Application.pdf 1 DOC 2/11/2021 EtrakitContractor Tracking Sheet Building Tracking Sheet.pdf 1 Printed: Friday, March 03, 2023 2:50:51 PM 2 of 3 CENTRALSOLIARE ° Project Details PROJECT NUMBER yow City of La Qu i nta FCM P2021-0011 OFTt IL� 4mi Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/11/2021 EtrakitContractor 1ST SUBMITTAL - FIRE Fire Flow Analysis.pdf 1 FLOW DOC 2/11/2021 EtrakitContractor 1ST SUBMITTAL - PLAN Master Plan Type 1 SET 1.2529.pdf DOC 2/11/2021 EtrakitContractor 1ST SUBMITTAL - Plan 1.2529 Hydraulic 1 HYDRAULIC CALCS Calculations.pdf FCMP2021-0011- Master Plan Type DOC 2/22/2021 KOHL HETRICK APPROVED PLANS AND 1.2529_1.pdf 1 CALCS DOC 2/22/2021 KOHL HETRICK FCMP2021-0011- COA FCMP2021-0011- COA 1 LETTER.pdf LETTER.pdf Printed: Friday, March 03, 2023 2:50:51 PM 3 of 3 CENTRALSQUARE V R /�_ ■� E FREEDOM REEIOENT AL SENJU SPRINKLER CO., LTD. ,�.�((VV,,,,��<,�V.•.• coxceaLeo vFxDENr �: bPRINKLER VNM9a nU.9I Residential Lead Free Flat Concealed Sprinkler, - Th. 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ThN seEluxmeM Iron IPo�Tnsxr area Ins naetlMpromrodunngp lne plpelnYareptrom Mnnperem e,ws Poenmw •aRe ne, nm spnnke, armems are nM ° EwmMs rwnre serery ern lixlen ernn tpeMy ,.A."E Aaa.'aey°nsei°:�'n�a;mei e n:Dwew.µ%`: »:Iyn arM,:e—auis� i,::n:e �n �: a"pia•e. nJwnakrom NI Ep1,wlaanpm rorRwamme,aa.Pom.aL m,nw,9 mw.em, m vrearae , a.vr .r inn e.w,,,,m,r n m. ewmw ,, mw rowan rR,.Owm.rro vmee..e.vr.rtlaa aew.m.mm a a„ea..w,v.m,,.R m,`naa01x,;,ro mw m. vmlenn, arY.m aaa a..k.•;m vwv,r=vmnare aeRarw,l rM a re o:;P,ro:wm..urm,,.r.Mw•M m,..M.a.n,,.,r,wr.ev,a„ro,... TECHNICAL DATA epmx Msea mmmNumnN (aM Eanant m we,pan nwYn].,saR DAR., - gvMlPorR na.l LVMn. ( :o:R".):PPAh wAER,cr,Rwawe n•p nEe) avr MILrwM,,Ex•v nrm pp PAd....:iamen lu.•-1 wnrew I ory e.iy. E,em el.ax xmxY PlrysicBicnamaensl cs. RY R. _ 1 and 11 YEM u }� sy FlouRa,. EmrRexas lo-aa 35wn�1. OPERATION ea"em.d>".. e1.r.d r,..,.a. R. s t `°X°•"no,n.°you�rpRexp.°°)°"i•01°I»pws:r newmee a„�• M.m, �� Iml rro.:':z�Yan rX�o":nw°��Yn, �m^a Pro.^:r OPN IIPxE P,ro.lraa Iw) ILPM ISM.n (a', 11 O., ro. I. I, 71 to AR) �"A Imnes. ARE 9 I_(a.a) 11., (o.w, ( a) RPOR K_E (ae, NEE) Pm (_)(_) IEweSI (e a) Ixa.z, (0?M) (de�z) (a ES) IEl Rw N4M Mn,MPM ILPu knM,wd. M1 wees m use tun minimum ak'u wenurta urea ukuatawreurt npmlrelKPactp,. Rero,m Xronu Dnp cmerM secMnroreem�n. �•,wnmm�twtmu»e�•a°Maeaa�GMbmrm GVt.VsfV uYp VlklnproVKE90 <.9 KFeeeoraRrMeIIWI ConpeElaY PenYant9pdnMler ..n°pYe`IRws.` em..c�w+.Po wxl. M. pxaapm nPo M 1®.�apmm�•m..M. �' Riex,e Na%wl 1°p'p I,ISEI roa roM • rar]Va pe, AX4LE mx Ea) IIIro:N N,xlHT row' HYDRAULIC SYSTEM This NiNing is Pmteckd by a Hydraulically Designed 'tre cSpunkier System. ERIE installed VINT Location CALL AREA Number of Sprinldem 2 Basis d Desgn ow m .g5 gpmha_.ft ]OESIFXIEOARFAOF ORCHARRE .2 IFA System Demand 1.R IrLOARPTE 25.I ppm 2. RESIWAL PRESSUREATTHE RASE OF THE RISER 25.7pi Millkd By FI.Sp,inkkr Systeme,1,c. HYDRAULIC NAMEPLATE N.T.S. 13D GENERAL NOTES T3A I xq` 7 vnRRNE DAvs Iry ADVANO ofr as A` ervF"A EMASTE ux LSTeD eP1.HAv aPEaMarveNrLV AF xeD SON ounR 4�_ Ire ELECTON SRE 11 MSAN7 �1RE11v SENJV. INSTALLED AT 11 ET. MP I1M 11ADINO 12. PENDENT' AS LI ETECNo A HLEA_DNEREO by VIMNOINETAESPOILEDAT I, ET. KLERMAlc SPACING13. PENDENT SPRINKLERS ARE AT LEAST 3 S. FROM orSTRUDDONS ED IT ITT THE ESTATES 0 CARMEIA MAbTER PN8 b11RMITIAL ,SOUINTA, CA. ALL. LA OUINTA FIRE DEPARTMENT LEGAL DESCRIPTION BUILDING SUMMARY CO bPRIM4ER ® WNCEALEDREs.PENDENT SPRINKLER Q RES. PENDENT SPRINKLER Q CHANGE IN ELEVATION ® RISER LOCATION(PER DETAIL) ® NODE POINT FOR CALCULATION / HANGER TIC DETAIL SYMBOLLEGEND APPROVED R'versid C ty F Department LR Ou ntts Office f th Fire Marshal By: Kohl Hetrh, �mm FIRE SAFETY SPECIALIST 022 02110:33:53 AM h sm,M Postalletloneotan�Y ""ORSeMa df T.2C or Shy unmA... e mwa ey PAAK1 rnepecaon p,-- PERMITR FCMP2021-0011 APPROVAL STAMP 'FOR REFERENCE ONLY PRESSURE TO DOMESTIC ICR 1 WATER CONTROL VALVE FOR DOMESTIC CSGPM ALLWVANCE i \ O 2'ELEV. FINISEGRADE OELEV 1h CWPERL� 1-ETER LOEE -O 4 OR wix 3"ELEv. ag M.-z ELEV. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) NP T.APATw— 10 ,d EEv. EPAAE IE-IrERSEINLL NOT BE AEWmE0T0 PAW10E0 PEA1.1.1.E c A.RR W.1- ® m .�Rnoo_.R� _ NA PKA Ru IA Fc ems/ fi - ssreMs, mp.TDa..ATEwxJ O .TW. RISER DETAIL N.T.S. JOB NO: 320M DATE: 111=1 DRANM BY: C.P. Table R • One Point of Restraint R R MAX. I _MAX.i One -Paint / Vertical 1 Restraint RESTRAINT ONE -POINT ONE -POINT RESTRAINT RES Nominal uR,x aR u Pipe Size Less than Greater than ANSI inches iflt} psi 100 psi BN {6,9 bar} (6,9 tsar) 3f4 0'-9" 0'-6" DPI20 (0,23 m) (0,15 m) DN25 (£1,30 ) (t),23 m)1-?l4 1'-4" 1'-fl" 1�N32 (0,41 m) (0>30 m) DiV40 - DPi80 (0,61 m) (0,3C3 m) Table S • Two Points of Restraint Nominal Pipe 1=S" «S„ Size Lessthan Greater than ANSI inches ?Ofl psi ?Ufl psi QN (6,9 bar) (6,9 bar) 3f4 4'-0" 3'-0" DN20 (1,22 m) (0,91 rrt) ? 5'-4" 4'-0" DN25 (1,52 m) (1,22m) DPi32 (1;83 m) (1,52 m) DN40 - DN80 (2,13 m) (2,13 m). S I"" —MAX —~I Two -Point ANY DISTANCE �---- �- Vertical Restraint RES7RAI PIT TWO -POINT January 2005 Garaae Installation Specifications 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 130 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 73R 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 a/e' thick gypsum wallboard or'/z"thick plywood. -Sprinkler Requirements: UL Listed, quick response, standard coverage, pendant or sidewall sprinklers with a 225°F (107°C) maximum temperature rating shall be utilized. All sprinklers shalt 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 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 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?2' solid wood joists, the maximum system working pressure under flowing conditions shall not exceed 700 psi and the maximum system working pressure under static (nanflotving) conditions shall not exceed 775 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 line 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. PLAN 1.2529 -FIRE SPRINKLER FLOOR PLAN RISER LOCATION 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 III Restraint Nominal Pipe Size (in.) ,�" 1" 1'/<" 1'/:" 2„ 2,/z, 3" 3,�" 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" 15'4" 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" 15'4" 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 1 071 PATENT - Na. 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 ver• tical 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 Easterner = 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. Hanger/Restrainer Nominal Pipe Size (in.) ,�" 1" 1'/d' 1'/z, 2" 2,/z, 3" 3,/:" 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 TOTAL LIVING AREA - 2,529 SQ. FT. GARAGE AREA- 587 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 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 0 zM FSS ibilize = �� FIRi SPRINIaiR SYBTIFJNS 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 las without firs wt receiving permission from Fire Sorinkler Svstems. ) ilize 0co LU 0 .00 0 ;04 T ZQ Q J Q CV � m U � rn U z M� 0 Lu Z J ? m Q 0of —W C) a Of 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 Z O w w 0 Z aaaaa (OFSOS 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 D NT ROOM PH - 800-915-3473 I - O"CLG. FAX - 951-272-2535 II 1' 1 The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation I contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and ENTRY BO that any use of this set of plans is is 10" 20'x2O' SPACING 10' 9'-0" CLG. oO prohibited and a violation of copyright laws without first receiving permission from Fire S rinkI r S stems. BEDROOM 2 4' 9'-0" CLG. T-10" 9'-1" M - ; t 1'-5" - Le 3'-10" 1' 6'-9" \/CO t7 i Imo_ II_ � _ 90D9'-6" CLG __ 2�1 _-- 6' O T-2" 1' 1 5'-2" GARAGE 20'x2O' SPACING 9'-0" CLG. M T-1" U) - 20'x2O' SPACING 1' 1' 1 z F20_SQFT. — —_ — _— — — O O COURTYARD = ' t BATH 2 o 0 9'-0" CLG.Li 7' 8" STUDY 9'-0" CLG. 20'x2O' SPACING oI LLLL lill 111110 5'-2„ 6-2"7_g � 4'-11 20'x2O' SPACING 1 8 N M N RISER __4 Ir 9,_5 T_2" LOCATION O 3 II \ 8' I I 1 0 ° 0 FFIT TIT�y o Q CV H m U rn U z ZD o 00i— � Z z PRE -PLOT CASITA Q J co 9' 0" CLG. S T Q U a O o 1~ Q J 2 OPT. PLAN 1X.2529 CASITA +1 HEAD / IN LIEU OF: COURTYARD JOB NO: 32046 SCALE: 1 /4" = V-0" DATE: 1 /13/21 DRAWN BY: C.P. ION CLASSIFICATION C-16 * LICENSE NO. 684600 J�gTF OF \�0�� 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 OPTIONS SHEET FP3 OF FP4 a A a m A SECTIONS - 'A' SPANISH r V V r ISS] FIRi SFNIINIaiR 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 ptans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Svstems. Z 0 W U Z W ry W I W OC rC 0 1 � V ) Z 0 U w Cn 4" DIA. G.I. DRYER VENT TO O.S.A. (MAX. 14'-0") INSTALL WITH APPROVED LINT TRAP Q AND BACK -DRAFT DAMPER �l Q C N 12 3.5 ii U Co U z ;� O o z F � jmo ii Q� T.O.P. - < o L1 " - ir w R:30 cn I F Q IF DRYER VENT ROUTE " SECTIONS - @ PRE -PLOT CASITA - 'A' SPANISH JOB NO: 32046 DATE: 1 /13/21 DRAWN BY: C.P. �,GT I ON CO T ti CLASSIFICATION 9� C-16 * LICENSE NO. 684600 C�x9TF OF CA\-\F��\� 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 SECTIONS SHEET FP4 OF FP4 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) 3NIl inn ----------------------------------------------------------------------------------------------- I 2-II-L_y _ I 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 1 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 1/13/2021 File No: 32046 Data File Name: PLAN l.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 15 15.0 67.2 31.5 2 10.0 7.7 15 25.1 67.2 48.2 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 = 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 @ 25.1 gpm B = Required Water Supply D = Required Water Supply 31.5 psi @ 15.0 gpm 48.2 psi @ 25.1 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 48.2 - - - 2 -2.0 - - - - 37.0 - - - 3 -2.0 - - - - 29.3 - - - 4 -2.0 - - - - 27.7 - - - 5 2.0 DOMESTIC 25.7 5.0 6 4.0 - - - - 24.7 - - - 7 4.0 - - - - 22.1 - - - 10 10.0 - - - - 19.0 - - - 11 10.0 - - - - 16.5 - - - 12 10.0 - - - - 10.5 - - - 13 10.0 - - - - 10.5 - - - 14 10.0 - - - - 8.2 - - - 15 10.0 K= 3.61 7.7 10.0 16 10.0 - - - - 8.2 - - - 17 10.0 K= 3.61 7.8 10.1 18 10.0 - - - - 12.7 - - - 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 60.00 150 48.2 1 -2.0 48.2 25.1 3 1.000 B: 6 6.00 -0.0 2 -2.0 37.0 25.1 0.995 66.00 0.169 11.2 Pipe: 2 0.00 1.00 150 37.0 2 -2.0 37.0 25.1 4 0.750 ---- 0.00 -0.0 3 -2.0 29.3 25.1 0.745 1.00 0.693 7.7 Fixed Pressure Loss Device: 7.0 psi Pipe: 3 0.00 70.00 150 29.3 3 -2.0 29.3 25.1 5 1.500 3L:27 27.00 -0.0 4 -2.0 27.7 25.1 1.590 97.00 0.017 1.7 Pipe: 4 DOM. 5.0 Disch 4.00 150 27.7 4 -2.0 27.7 20.1 6 1.500 L: 4 4.00 1.7 5 2.0 25.7 25.1 1.505 8.00 0.023 0.2 Pipe: 5 0.00 2.00 150 25.7 5 2.0 25.7 20.1 7 1.000 R: 1 1.00 0.9 6 4.0 24.7 20.1 1.101 3.00 0.069 0.2 Pipe: 6 0.00 1.00 150 24.7 6 4.0 24.7 20.1 10 1.000 ---- 0.00 -0.0 7 4.0 22.1 20.1 1.101 1.00 0.069 2.6 Fixed Pressure Loss Device: 2.5 psi Pipe: 7 0.00 6.00 150 22.1 7 4.0 22.1 20.1 11 1.000 2R: 2 2.00 2.6 10 10.0 19.0 20.1 1.101 8.00 0.069 0.5 Pipe: 8 0.00 9.7 18 7.50 150 19.0 10 10.0 19.0 10.3 12 0.750 L: 4 4.00 -0.0 11 10.0 16.5 20.1 0.874 11.50 0.211 2.4 Pipe: 9 0.00 B: 3 73.50 150 16.5 11 10.0 16.5 10.3 14 0.750 3L:12 24.00 -0.0 12 10.0 10.5 10.3 0.874 9R: 9 97.50 0.062 6.0 Pipe: 10 0.00 R: 1 15.00 150 10.5 13 10.0 10.5 0.0 0.750 B: 3 4.00 0.0 12 10.0 10.5 0.0 0.874 19.00 0.000 0.0 Pipe: 11 0.00 0.3 16 3R: 3 29.50 150 10.5 12 10.0 10.5 10.0 15 0.750 L: 4 7.00 -0.0 14 10.0 8.2 10.3 0.874 36.50 0.062 2.3 Pipe: 12 3.61 R: 1 5.00 150 8.2 14 10.0 8.2 10.0 Disch 0.750 L: 4 5.00 -0.0 15 10.0 7.7 10.0 0.874 10.00 0.058 0.6 Pipe: 13 0.00 10.1 17 R: 1 9.50 150 8.2 14 10.0 8.2 -9.7 18 0.750 B: 3 4.00 0.0 16 10.0 8.2 0.3 0.874 13.50 0.000 0.0 Pipe: 14 3.61 4.50 150 8.2 16 10.0 8.2 10.1 Disch 0.750 B: 3 3.00 -0.0 17 10.0 7.8 10.1 0.874 7.50 0.059 0.4 Pipe: 15 0.00 10.1 17 7R: 7 50.00 150 12.7 18 10.0 12.7 -0.3 14 0.750 6L:24 31.00 0.0 16 10.0 8.2 9.7 0.874 81.00 0.055 4.5 Pipe: 16 0.00 7R: 7 56.00 150 16.5 11 10.0 16.5 9.7 16 0.750 2B: 6 13.00 0.0 18 10.0 12.7 9.7 0.874 69.00 0.055 3.8 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 18.46 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 0.17 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 48.2 psi and a 7 minute flow of 176 gal. and a 10 minute flow of 250.9 gallons. The minimum pressure at any node is 7.7 psi at node 15. 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 THE ESTATES @ CARMELA LA QUINTA, CA. TRACT #31874-1 & 2 *PLAN 1 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 1/13/2021 File No: 32046 Data File Name: PLAN l.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 13 25.0 67.2 61.4 1 20.0 18.0 13 25.0 67.2 61.4 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 = 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 61.4 psi @ 25.0 gpm 61.4 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 61.4 - - - 2 -2.0 - - - - 50.3 - - - 3 -2.0 - - - - 42.6 - - - 4 -2.0 - - - - 40.9 - - - 5 2.0 DOMESTIC 39.0 5.0 6 4.0 - - - - 37.9 - - - 7 4.0 - - - - 35.4 - - - 10 10.0 - - - - 32.2 - - - 11 10.0 - - - - 29.8 - - - 12 10.0 - - - - 22.0 - - - 13 10.0 K= 4.71 18.0 20.0 14 10.0 - - - - 23.4 - - - 15 10.0 - - - - 23.4 - - - 16 10.0 - - - - 23.9 - - - 17 10.0 - - - - 23.9 - - - 18 10.0 - - - - 27.1 - - - 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 60.00 150 61.4 1 -2.0 61.4 25.0 3 1.000 B: 6 6.00 -0.0 2 -2.0 50.3 25.0 0.995 66.00 0.168 11.1 Pipe: 2 0.00 1.00 150 50.3 2 -2.0 50.3 25.0 4 0.750 ---- 0.00 -0.0 3 -2.0 42.6 25.0 0.745 1.00 0.689 7.7 Fixed Pressure Loss Device: 7.0 psi Pipe: 3 0.00 70.00 150 42.6 3 -2.0 42.6 25.0 5 1.500 3L:27 27.00 -0.0 4 -2.0 40.9 25.0 1.590 97.00 0.017 1.7 Pipe: 4 DOM. 5.0 Disch 4.00 150 40.9 4 -2.0 40.9 20.0 6 1.500 L: 4 4.00 1.7 5 2.0 39.0 25.0 1.505 8.00 0.022 0.2 Pipe: 5 0.00 2.00 150 39.0 5 2.0 39.0 20.0 7 1.000 R: 1 1.00 0.9 6 4.0 37.9 20.0 1.101 3.00 0.068 0.2 Pipe: 6 0.00 1.00 150 37.9 6 4.0 37.9 20.0 10 1.000 ---- 0.00 -0.0 7 4.0 35.4 20.0 1.101 1.00 0.068 2.6 Fixed Pressure Loss Device: 2.5 psi Pipe: 7 0.00 6.00 150 35.4 7 4.0 35.4 20.0 11 1.000 2R: 2 2.00 2.6 10 10.0 32.2 20.0 1.101 8.00 0.068 0.5 Pipe: 8 0.00 8.1 18 7.50 150 32.2 10 10.0 32.2 11.9 12 0.750 L: 4 4.00 -0.0 11 10.0 29.8 20.0 0.874 11.50 0.209 2.4 Pipe: 9 0.00 20.0 13 B: 3 73.50 150 29.8 11 10.0 29.8 -8.1 14 0.750 3L:12 24.00 -0.0 12 10.0 22.0 11.9 0.874 9R: 9 97.50 0.080 7.8 Pipe: 10 4.71 R: 1 15.00 150 22.0 12 10.0 22.0 20.0 Disch 0.750 B: 3 4.00 -0.0 13 10.0 18.0 20.0 0.874 19.00 0.209 4.0 Pipe: 11 0.00 20.0 13 3R: 3 29.50 150 23.4 14 10.0 23.4 -11.9 11 0.750 L: 4 7.00 0.0 12 10.0 22.0 8.1 0.874 36.50 0.039 1.4 Pipe: 12 0.00 R: 1 5.00 150 23.4 15 10.0 23.4 0.0 0.750 L: 4 5.00 0.0 14 10.0 23.4 0.0 0.874 10.00 0.000 0.0 Pipe: 13 0.00 R: 1 9.50 150 23.9 16 10.0 23.9 8.1 12 0.750 B: 3 4.00 0.0 14 10.0 23.4 8.1 0.874 13.50 0.039 0.5 Pipe: 14 0.00 4.50 150 23.9 16 10.0 23.9 0.0 0.750 B: 3 3.00 0.0 17 10.0 23.9 0.0 0.874 7.50 0.000 0.0 Pipe: 15 0.00 7R: 7 50.00 150 27.1 18 10.0 27.1 8.1 14 0.750 6L:24 31.00 0.0 16 10.0 23.9 8.1 0.874 81.00 0.039 3.2 Pipe: 16 0.00 7R: 7 56.00 150 29.8 11 10.0 29.8 8.1 16 0.750 2B: 6 13.00 0.0 18 10.0 27.1 8.1 0.874 69.00 0.039 2.7 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 0.01 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 61.4 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 13. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 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 22, 2021 Fire sprinkler Systems INC. 705 E. Harrison St #200 Corona, CA 92879 Re: Residential Fire Sprinkler Plan Review — THE ESTATES @ CARMELA FCMP202 1 -0011 / MASTER PLAN 1 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 L. iJ STANIP 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: D.R. HORTON Mailing Address: 705 E. HARRISON ST. #200, CORONA CA 92879 Site Address: MASTER PLAN TYPE 1 Phone Number: 951-272-2522 Project THE ESTATES @ CARMELA / TRACT# 31874-1 & 2 / PLAN TYPE 1 / 30 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 $21 REVISED 12/6/2019 *For permits billed at an hourly rate, these fees will be added at time of payment. Bin # City of La Quints Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: MASTER PLAN TYPE 1 Owner's Name: D.R. HORTON A.P.Number: Address:2280 WARDLOW CIRCLE #100 Legal Description: MASTER PLAN TYPE 1 Contractor: FIRE SPRINKLER SYSTEMS, INC City, ST, Zip: CORONA, CA 92880 pa Telephone U.;£;$�.,G Address: 705 E. HARRISON ST. #200 Project Description: City, ST, Zip: CORONA, CA 92879 INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS Telephone: 951-272-2522 s y k ,r>Y "'`' 'f 30 HEADS / 3,11.6 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.: 3,116 S F "St es: 1 #Units: N/A Telephone # of Contact Person: 951-272-2522 Estimated Value of Project: $1,681.00 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