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FCMP2021-0039 Bella at Piazza Serena Plan 2a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2021-0039 MoFT�• . Description: BELLA AT PIAZZA SERENA / FIRE SPRK / MASTER PLAN TYPE 2 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 12/9/2021 Address: 81880 AVENUE 58 Approved: 12/27/2021 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: Pr DAYS REVIEWS III ACTIONS INSPECTIONS CONDITIONS ADDITIONAL SITES CHRONOL CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES GEN - A KOHL HETRICK 12/27/2021 7/26/2022 COMPLIES SDP2021-0007 NO PERMITS SHALL BE APPROVED/ISSUED UNTIL SITE DEVELOPMENT PERMIT HAS BEEN APPROVED 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 CADO LA QUINTA 1545 FARADAY AVE CARLSBAD CA 92008 (951)272-2522 jamieb@fireinc.net Printed: Monday, March 06, 2023 11:27:09 AM 1 of 4 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2021-0039 r �IllliL MoFT •r 11 CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE PLAN REVISION 101-0000-42420 0 $175.00 $175.00 1/23/23 WEB14132 802201575 CREDIT 684600 ECON SUBMITTALS FIRE STAFF - PER HOUR 101-0000-42420 1 $250.00 $250.00 8/1/22 WEB12646 700185129 CREDIT 684600 ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $167.00 $167.00 8/1/22 WEB12646 700185129 CREDIT 684600 ECON Total Paid for FIRE FEES: $592.00 $592.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 8/1/22 WEB12646 700185129 CREDIT 684600 ECON MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 8/1/22 WEB12646 700185129 CREDIT 684600 ECON ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 —mmlg�� • INSPECTION TYPE INSPECTOR SCHEDULED I DATE COMPLETED DATE RESULT REMARKS NOTES RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST FIRE (2WK) KOHL 12/9/2021 12/27/2021 12/27/2021 APPROVED SEE ATTACHMENTS HETRICK 1ST PERMIT PERMIT TECH 12/9/2021 12/10/2021 12/9/2021 COMPLETE TECHNICIAN (1DAY) BUCKET 2ND FIRE (1WK) KOHL 6/28/2022 7/5/2022 7/26/2022 APPROVED SEE ATTACHMENTS HETRICK 3RD FIRE (1WK) KOHL 12/16/2022 12/23/2022 1/20/2023 APPROVED Revision 2 HETRICK Printed: Monday, March 06, 2023 11:27:09 AM 2 of 4 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2021-0039 MoFT�• r 61111 INFORMATION it RIP. 11 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/9/2021 Etrakit Contractor 1ST SUBMITTAL Lot 96 Plan 2 1 APPLICATION Application.pdf Lot 96 Plan 2 Building DOC 12/9/2021 Etrakit Contractor Tracking Sheet Permit and Tracking 1 Sheet.pdf Plan 2 - 1st Submittal DOC 12/9/2021 Etrakit Contractor 1ST SUBMITTAL PLAN 1 12.6.21.pdf DOC 12/9/2021 Etrakit Contractor 1ST SUBMITTAL Plan 2 Calcs.pdf 1 HYDRAULIC CALCS DOC 12/9/2021 Etrakit Contractor 1ST SUBMITTAL CVWDFIRE Fire Flow.pdf 1 FLOW Master Plan 2 Fire Plan Plan 2 - D1 Submittal DOC 6/28/2022 Etrakit Contractor 1 Delta 1 As Built 6.23.22.pdf Master Plan 2 Hydraulic DOC 6/28/2022 Etrakit Contractor Calculations Delta 1 As Plan 2 Calcs_1.pdf 1 Built DOC 12/16/2022 Etrakit Contractor Delta 2 Fire Plan 2 Plan 2 D2.pdf 1 DOC 12/16/2022 Etrakit Contractor Delta 2 Plan 2 Calcs Plan 2 Calcs_2.pdf 1 DOC 12/16/2022 Etrakit Contractor Fire Flow Fire Flow_1.pdf 1 FCMP2021-0039 - FCMP2021-0039 - DOC 12/27/2021 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 12/27/2021 KOHL HETRICK FCMP2021-0039 - COA FCMP2021-0039 - COA 1 LETTER.pdf LETTER.pdf FCMP2021-0039 - FCMP2021-0039 - DOC 7/26/2022 KOHL HETRICK REVISED APPROVED REVISED APPROVED 1 PLANS AND CALCS.pdf PLANS AND CALCS.pdf Printed: Monday, March 06, 2023 11:27:09 AM 3 of 4 CENTRALSOLIARE ° Project Details PROJECT NUMBER yow City of La Qu i nta FCM P2021-0039 OFTt mm E�� Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/20/2023 KOHL HETRICK FCMP2021-0039 - REV 2 APPROVED PLANS AND CALCS.pdf FCMP2021-0039 - REV 2 APPROVED PLANS AND CALCS.pdf 1 Printed: Monday, March 06, 2023 11:27:09 AM 4 of 4 CENTRALSQUARE Pm.,a I./■� �/I�s ,�(FREEDOLH DPEN ENT CONCEALED PENDENT �� SPRINKLER VK190 tKB.9) alaP xMvw�sHklr,p[orpcam DESCRIPTION Munpxewarur mM,valBonmmle mnaulavm wpawmx..ikinparav no.um 1. en9 Winkler vKew N 9„�M '"e�pnikrs°mreNomr�Nerae aAe�i ceawa wrerunnra :8.a P.1=11 al vl" BI.. "'' m $ e.... ..eM w ".o.Mr.e"..'uw".wm,.Pmmlerod.u. f. LJSTINGSANDAPPROVALS .htiu� cuL�us<UC CemmyvRKw ^`9]''_� melawwtl cMm eNoxpn cmwmm,w cULL3EU WN�q Approval CI m ,Mdn9 VKM9Be 4.9 K{actor RBBII ..ft Co .... W Pendent SPMn91a reme,mawn corm smcrNm»,err eryPeaN—me.e zmm w L p,zp NiBB nla.n cNnr,p Mmlm I nww ,nwn�Mn Ao �I.• w-�,� Inl Bsflmw. mo.re•aT.nwrm.,. Rem epmpme -xr- (111 eSp N, ISix m saa rmwm M. R.1 1n Iex,e (a9A P.1 , (Nsxae (mA IB.*, Iisassl — Da N (a,xn11 Oi'A Unsl Vim„ AnwN m�mr xlae'CI m'F RB'C1 �'C1 em�`�.n„Imr BPm"'�BM • ,am, ,mep ,B1w Dmm P.:a� m Mom` a" meNm a.ees B,we,.. AmR,. Bmm Be.Ma e,... n,.B.a D.m.. Prre FREEDOM°RESIDENTAL V■��\��VjR EEDSPRINKLER NOBS IK4.9) w,aeaeuerwmem- 2 �p� pkump�M�Rpp f� r<e.E r:...�.. L. see,..lEa.E,.PEa.,�aE w•„x�<xo e�w�.,,E. HYDRAULIC SYSTEM This BuiMing is PRDM9 t,d by a Hydraulically NRgned Ad,rR, cSpnnW.,SyG,m. Data Installed Location E 0 NUlnbero, B,iA r9 Ba9is m D9BmD wsILY DESIfA'EDARFA—IE SystemDemand 1. NATERFLOORATE2.RRIPJA HERSUREAW ISER Inshlkd By FI,RSpNnkkTS teme,lnc. HYDRAULIC NAMEPLATE N.T.S. 13D/CRC 313.3 GENERAL NOTES HA 3REoE THE NA N F THE RECIESTEI INSPECTION. MERCE OF I. ACC-R_NCE 'ET RSLAST C PIPE TO BE CNC MANUFACTURE BY M—EMAC,ER L.L. LIATE1. 8. THE SPACIE, AND LOCATION OF CPR, NRLEE8 SHALL CONFORM TH THE AN,,ACT,4EB RED.BGRENTS AND THOCE CONTAINED IN CIE I HE AIDI THAT THE 11 MSANS CTEETE,LU A7AaYAARMS. INSTALLED AT IS FT. MAXIMUM aPACINc ,x PENDENT LI ETECND A ELFACTUHED eY VIMNG INSTAILEDAT,SET. MAlc SPACINGARE IN CO �4 BELLA 0 PIAIIASERENA S PLAN 2 (S M) a OUINTA, CA. AHJ. RIVERSIDE COUNTY FlRE DEP-TSENT LEGAL DESCRIPTION OCCUPANCYSTORIES. R3/U CONSTRUCTION VA BUILCINGAREA. 3,145 SOFT. FIRE SPRINKLER SYSTEM' PER IGNEDAND INSTALLED PER 2D,6 NFPA 13D ALL RESIDENTWL VRTH A.05 DENSITY NATHIN AREAS. BUILDING SUMMARY • CONCEALED REEK PENDENT SPRINKLER Q CO RES. PENDENT SPRINKLER O CHANGE IN ELEVATION ® RISER LO[ATICN(PER DETAIL) ® NODE POINT FOR CALWLATION HANGER TIC DETAIL SYMBOLLEGEND APPROVED Riverside County Fire Department La Quinta Office of the Fire Marshal By: Kohl Hetric0 a"swop`,os FIRE SAFETY SPECIALIST 05/04/2023 3:02:55 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 # - FCMP2021-0039 - REV 3 APPROVAL STAMP 'FOR REFERENCE ONLY 'R BESURE REGULATOR S TO EETIC WATER Al V CONTROL VALVE DO DOMESRC 1 \ T O) PELEV. FINISH GRADE0 /f�/N" MASTER —ER I �J\( 1 /. CCPPERL— DELEV. / `l E. 11 a Lass 4 �8 O tm MAx 3 ELEV. 4D MAx -z E'Ev. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) cP.erona.w— 10 ra RLev. NDTABE AE IFEWIREOTD'LL PRW)DED PER 5.1.1.E rcwx aReR W 9a, 9 RyII I RRLD� „� Ruaee oe.m�Tµkr o�g/ .fi_ ssrsMs, inc.TosLaxnTNwx.J OLLv. RISER DETAIL N.T.S. 0 Z LU CD LU 0 Z Q U) LU 0 Z Q LU Z LU JOB NO: 3218,1 DATE: 12/6/21 DRANM BY: C.H. Deea81a 0 SIN # QUANTITY VK494 +1 VK468 - @OPTION: +1 PLAN 2 S� SCALE: 1/4" =1'-0" - FIRE SPRINKLER FLOOR PLAN SIN # QUANTITY VK494 +1 VK468 - @OPTION: +1 OPT. ALTERNATE MASTER BATH 2 KALE: 1/4" = 1'-0" OPT. FLEX SCALE: 1/4" =1'-0" SIN # QUANTITY VK494 +1 VK468 - @OPTION: +1 Size Range: Y4" through 3" Finish: Pre -Galvanized Carbon Steel per ASTM A653 Service: Hanger for CPVC, steel, & copper pipe in the horizontal position on the bottom e�v< and side of structural wood beams, composite beams and Steel 20 Ga. (min.) (Fig. A, C u� respectively). Can be used as a restrainer when installed on top of structural wood beams `\ (Fig. B), for limiting pipe movement due to thrust loads during sprinkler system start-up.1i It can also be used as a guide to limit movement for pipe in the vertical position. When used on composite wood beams, web thickness must be Y8' or greater. Approvals: cLILus Listed Installation: -- • Snap hanger over pipe. • Secure hanger to mounting surface with screws provided. • Do not make adjustments to hanger mounting flanges that result in clamping the pipe to the mounting surface. Pipe must be allowed to move freely through hanger. • Steel applications require two (2) #14 x 1" hex washer head self -drilling TEK screws. Not Supplied. Part Number STD-0090. Features: • Beveled edge design helps protect the CPVC pipe from any rough surface. • Easily attaches to wood structure with #10 x 1" hex washer head self threading screw supplied with product. No pre -drilling required. • Retaining dimples hold the strap onto the pipe for ease of installation. (Not shown) Ordering: Specify pipe size, figure number, and description. Fig. A FIG. 186: DIMENSIONS (IN) • WEIGHT (LBS) Pipe Size A B oC E F Approx. Weight/100 (Ibs) 1 2 /s v4 1 1%a 1% 5 1 11/4 3Y4 1'% 6 1y Y6 3X 11/ 7 1% 1%6 3/ 2% 8 2 1 is 4Y16 2%s 9 2/ 24 W 1%s 2% 14 3 1 2/ I 6%6 1 3Y 1 17 ANVIL 186 HANGER (STEEL - COPPER - C.PY.C. NOT TO SCALE Size Range: %" through 2" Material: Carbon Steel Finish: Pre -Galvanized per ASTM A653 Service:. • Hanger and surge restraint for horizontal CPVC, steel, and copper piping when installed on the top, bottom, and side of the supporting structure. '= • Guide for vertical CPVC, steel, and copper piping when installed on the side of the supporting structure. i • Horizontal and vertical seismic restraint per NFPA 13-2016 requirements." • May be installed with concrete, steel structural members, and other structural members with fasteners which comply with the requirements of NFPA 13. Approvals: cULus Listed Patents: No. 6,648,278 Installation: Snap hanger over pipe. If needed, squeeze strap back around pipe. CPVC pipe must be allowed to slide freely through the Fig. 188R. Secure hanger to mounting surface with screws provided or with listed fasteners. Features: • Beveled edge design helps protect the CPVC pipe from any rough surface and eliminates pipe abrasion • Easily attaches to wood structure with #10 x 1" hex washer head self -threading screw supplied with product. No pre -drilling required. • Bottom of pipe is offset 1)/2" from the structure. Eliminates wooden spacer blocks. Ordering: Specify CPVC pipe size, figure number and description. Hanger & Restrainer Installation - Backing Nut Hanger = 1 - at top fastener Restraint = 2 - on each fastener Per NFPA-13D and NFPA-13R WIN FIG. 188R: DIMENSIONS (IN) • WEIGHT (LBS) CPVC Pipe Size A B oC D E F G Max. Hanger Spacing (FT.) Approx. Weight/100 (Ibs) Y4 2% 3Y / 2 1 2% 1/2 5Y 11 1 21%s 3Y % 2%6 1 3% 1Y2 6 12 1Y4 21%6 3Y4 /4 2%6 1 3/4 1Y 6Y 13 1Y 3% 4/4 / 2%6 1 3/2 1Y 7 14 2 1 3'/6 1 4% 1 / 1 21y6 1 1 1 4 1 1/z 1 8 1 16 FIG. 188R: LISTED FASTENERS Pipe Wood and Composite Beams Steel (18ga. Minimum) CPVC Screw Supplied or #10 x 1" TEK Screw #14 x 1" TEK Screw orY"x1" TEK Screw Steel & Copper #14 x 1" TEK Screw orY"x1Y" Lag Screw #14 x 1" TEK Screw orY"x1" TEK Screw ANVIL 188R HANGER (STEEL - COPPER - C.P.V.C.) NOT TO SCALE TOTAL LIVING AREA - 2,392 SQ. FT. GARAGE AREA- 753 SQ. FT. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2016 ED. NOTES: 1. ALL HEAD SPACING TO BE 16'x16', 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. Q w J U_ rn w co Q o 0 O a Q N J z w of Q Z U O LU ~ LZ = w � w Q � w v� Of w N N QCO V 0 GV z M FIRE SMNIMMR SYSTEMS INC. • LICENSE NO.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENINEERING 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. � 1 co H Z Q N N C3 H _Z 1LLJ 2 > > co U I— Z c0 co z U x �0 x d E (n W J Y ^. LL O O O '0 Z W CV r H � J Q W IL O � ti ti O U Q LL J O �0 , J W z ALL, Z �W 0 5>Z 5-w o0 a LL =) CD C.D z Z Q Y Y g > > W N Q J_ W m z Q Q U Cl) U tY LU 00 Q Q m N Q d �z Q UCC G J = U �� JOB NO: 32184 DATE: 12/6/21 DRAWN BY: C.H. �CT 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 PLAN 2 S853 FIRE SPRIN LER LAN SHEET FP2 OF FP3 OPT. ALTERNATE MASTER BATH 1 SCALE: 1/4" =1'-0" OPT. BEDROOM 4 SCALE: 1/4" =1'-0" Table R • One Paint of Restraint R R MAX, .MAX. i One -Point Vertical 1 Restraint RESTRAINT RESE-POINTTRAINT ONE -POINT ON Nominal "R" :��,> Pipe Size Less than Greater than ANSI inches it3t} psi 104 psi BN (6,9 bar) (6,9 bar) 3f4 Q'-9" Q'-6" DN20 (0,23 m) (0,15 m) DN25 (0,30m) (0,23 ) DN32 (0,41 m) (fi.3t3 m) DiV40 - DN80 (0,61 m) (0,34 m) Table S • Two Points of Restraint Nominal Pipe CIS" Ei$" Size Less than Greater than ANSI inches ?flii psi- ?Ofl psi pN (6,9 bar) (6,9 bar) 3!4 4'-II" 3'-0" DfV20 (1,22 m) (0,91 m) DN25 (1,52 m) (1,22 m) DN32 (1;83 m) (1,62 m) 1-1/2-3 7'-0" 7'-0" DN40- DN8Q (2,13 m) (2,13 m) S MAX. --�� Two -Point ANY DISTANCE —I---•- Vertical Restraint f I RESTRAINT TWO -POINT January 2005 Garage 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 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 a/e' thick gypsum wallboard or'/z"thick plywood. -Sprinkler Requirements: UL Listed, quick response, standard coverage, pendent or sidewall sprinklers with a 225°F (?07°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 shalt consist of either one layer of s/s' (9.5 mm) thick gypsum wallboard or'/z' {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 11/I 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 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 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. COVER PORC SECTION A ENTRY HALL 8 4. i� •t 'y. llr_ • � _m_m_m GREAT ROOM COV RED PA IC11 PLAN S853 SCALE: 1 /4" = 1'-0" THESE BUILDING SECTIONS ARE ONLY PROVIDED TO ILLUSTRATE THE ARCHITECTURAL RELATIONSHIPS BETWEEN FLOOR LINES, PLATE HEIGHTS. PLEASE REFER TO THE STRUCTURAL DRAWINGS FOR ALL OTHER FRAMING MEMBERS: SIZE, SPACING, CONNECTIONS, ROOF AND FLOOR SHEATHING, SHEAR WALLS AND ANY ADDITIONAL STRUCTURAL REQUIREMENTS. REFER TO TRUSS MANUFACTURERS DRAWINGS AND CALCULATIONS FOR ALL TRUSS INFORMATION. REFER TO CIVIL DRAWINGS FOR SITE INFORMATION. mmmmmmmmm -ran ni -r Q W > J U_ cr> > w C/) Q 0 0 o � N J � Z w Q U O w = w � w Q � w W W N N Q M V 0 N � M FIRi SFhlINIaiR SYSTEMS INC. • LICENSE N0.684600 • 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 Sorinkler Svstems.LL J Z O W U Z W W W O Z O 1 U rW v z 6A � Z Q U_J U U TOP PLT. N � Q � WINDOW Q z z m HEAD � J Oz � Q J = Q U MASTER MASTER GREAT KITCHEN _ w BATH W. 1. C. ROOM 3B 9B 3A � � m t 5 , y !. v a SECTION B 3D 4A17A PLAN S853 SCALE: 1/4" = 1'-0" JOB NO: 32184 DATE: 12/6/21 DRAWN BY: C.H. 10 CG T N � CLASSIFICATION C-16 * LICENSE N0. 684600 J�gTF of CA`\� SIZE - 24" X 36" SCALE 114" =1' IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID PLAN 2 (S853) SECTIONS SHEET FP3 OF FP3 ofZD 1Of _ 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: HUNSAKER & ASSOCIATES Date: 7/16/21 Address: 3 HUGHES APN: 764-460-001,5,6,7-22,35-40 Req. Fire Flow: 1000gpm at 20psi for2 hours. IRVINE, CA 92618 Contact Name: BEN ETEMADI Project Name: PIAZZA SERENA, TRACT NO.30092 Phone: 949.458.5402 Email: BEtemadi@hunsaker.com Cell: 949.283.2295 Domestic Water System FIRE FLOW ANALYSIS -HYDRANT BETWEEN LOTS 69 & 70 ON FIORI DEL DESIERTO, LA QUINTA, Flow Analysis Location: GEO 6-7-22-4, PZ 21-12391 Model Information CVWD • - • • Requested • Flow Analysis Description Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): -59 system flow available without exceeding Steady State, Dynamic (psi): 102.4 Residual Pressure (psi): 100.5 Fire Flow Tested (gpm): 850 N/A CVWD's Combined Total: N/A criteria. «:... Tested Model Junction: J3388 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726/27.4' Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (145') Model: Working 5-9-19-CVWD-DomesticWater 012616 Comments: The domestic water system is capable of providing 850 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. 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. 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HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR BELLA @ PIAZZA SERENA LA QUINTA, CA. TRACT# 30097 *PLAN 2(5853) *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 12/14/2022 File No: 32184 Data File Name: Plan 2.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK494 Conc.Pend.(16x16) 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: 90.6 psi Resid: 88.8 psi Flow: 850.0 gpm Public Main Size: 8 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 16 13.0 90.6 38.7 2 13.0 7.6 16 26.9 90.6 64.8 REVIEWING AUTHORITY RIVERSIDE COUNTY 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 40.00 BG ---- -2.0 SRCE ---- 13.0 2.30 38.7 ---- 26.9 8.88 64.8 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.05 0.00 36.4 ---- 0.19 0.00 55.9 2 2 1.00 -11.0 -2.0 ---- ---- 13.0 0.21 36.4 ---- 26.9 0.79 55.9 150 3 0.745 0.0 ---- -2.0 ---- ---- 0.21 0.00 25.2 ---- 0.79 0.00 44.2 3 3 100.00 3L ---- -2.0 ---- ---- 13.0 1.36 25.2 ---- 26.9 5.23 44.2 150 4 1.360 24.0 ---- -2.0 ---- ---- 0.01 0.00 23.8 ---- 0.04 0.00 38.9 4 4 4.00 L ---- -2.0 ---- ---- 13.0 0.11 23.8 ---- 26.9 0.42 38.9 150 5 1.265 3.0 ---- 2.0 ---- ---- 0.02 1.73 22.0 ---- 0.06 1.73 36.8 5 5 2.00 C ---- 2.0 ---- ---- 13.0 0.09 22.0 ---- 26.9 0.35 36.8 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.03 0.87 21.0 ---- 0.12 0.87 35.6 6 6 1.00 -3.6 4.0 ---- ---- 13.0 0.03 21.0 ---- 26.9 0.12 35.6 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 17.4 ---- 0.12 0.00 31.8 7 7 6.00 3R ---- 4.0 ---- ---- 13.0 0.28 17.4 ---- 26.9 1.06 31.8 150 10 1.101 3.0 ---- 10.0 ---- ---- 0.03 2.60 14.5 ---- 0.12 2.60 28.2 8 10 18.00 2LR ---- 10.0 ---- ---- 13.0 3.11 14.5 ---- 26.9 11.98 28.2 150 11 0.874 15.0 ---- 10.0 ---- ---- 0.09 0.00 11.4 ---- 0.36 0.00 16.2 9 11 19.50 B2R ---- 10.0 ---- ---- 7.8 0.89 11.4 ---- 15.9 3.37 16.2 150 12 0.874 5.0 ---- 10.0 ---- ---- 0.04 0.00 10.5 ---- 0.14 0.00 12.8 10 12 49.00 L6R ---- 10.0 ---- ---- 4.8 0.94 10.5 ---- 9.3 3.12 12.8 150 13 0.874 13.0 ---- 10.0 ---- ---- 0.02 0.00 9.6 ---- 0.05 0.00 9.7 11 13 12.50 B ---- 10.0 ---- ---- 0.0 0.00 9.6 ---- 0.0 0.00 9.7 150 14 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 9.6 ---- 0.00 0.00 9.7 12 13 2.00 R ---- 10.0 ---- ---- 4.8 0.05 9.6 ---- 9.3 0.15 9.7 150 15 0.874 1.0 ---- 10.0 ---- ---- 0.02 0.00 9.6 ---- 0.05 0.00 9.6 13 15 10.50 LB ---- 10.0 ---- ---- 13.0 1.93 9.6 ---- 13.0 1.93 9.6 150 16 0.874 10.0 ---- 10.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 14 15 3.00 B ---- 10.0 ---- ---- -8.2 0.24 9.6 ---- -3.7 0.06 9.6 150 17 0.874 3.0 ---- 10.0 ---- ---- -0.04 0.00 9.8 ---- -0.01 0.00 9.6 15 17 5.00 B ---- 10.0 ---- ---- 0.0 0.00 9.8 ---- 13.9 0.86 9.6 150 18 0.874 3.0 ---- 10.0 4.71 ---- 0.00 0.00 9.8 13.9 0.11 0.00 8.7 16 17 10.00 R ---- 10.0 ---- ---- -8.2 0.44 9.8 ---- -17.7 1.83 9.6 150 19 0.874 1.0 ---- 10.0 ---- ---- -0.04 0.00 10.2 ---- -0.17 0.00 11.4 17 19 38.50 2B6R ---- 10.0 ---- ---- -2.9 0.30 10.2 ---- -6.7 1.39 11.4 150 12 0.874 12.0 ---- 10.0 ---- ---- -0.01 0.00 10.5 ---- -0.03 0.00 12.8 18 19 57.50 B8R ---- 10.0 ---- ---- -5.2 1.20 10.2 ---- -11.0 4.75 11.4 150 11 0.874 11.0 ---- 10.0 ---- ---- -0.02 0.00 11.4 ---- -0.07 0.00 16.2 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 9.57 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 19.82 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard 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 7.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 7.00 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 1.265 1.00 3.00 6.00 2.00 2.00 7.00 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 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2023.0.01 computer program (License No. ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.12 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.05 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 64.8 psi and a 7 minute flow of 189 gal. and a 10 minute flow of 269.3 gallons. The minimum pressure at any node is 7.6 psi at node 16. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 105.0 94.5 P 84.0 R E 73.5 S S 63.0 U R 52.5 E 42.0 P 31.5 S I 21.0 10.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 90.6 psi, Residual = 88.8 psi @ 850 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 90.6 psi @ 13.0 gpm 90.6 psi @ 26.9 gpm B = Required Water Supply D = Required Water Supply 38.7 psi @ 13.0 gpm 64.8 psi @ 26.9 gpm FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR BELLA @ PIAZZA SERENA LA QUINTA, CA. TRACT# 30097 *PLAN 2(5853) *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 12/14/2022 File No: 32184 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: 90.6 psi Resid: 88.8 psi Flow: 850.0 gpm Public Main Size: 8 in Domestic Demand: 0.0 gpm at node number 0 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 20.0 90.6 62.0 1 20.0 18.0 14 20.0 90.6 62.0 REVIEWING AUTHORITY RIVERSIDE COUNTY 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 40.00 BG ---- -2.0 SRCE ---- 20.0 5.11 62.0 ---- 20.0 5.11 62.0 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.11 0.00 56.9 ---- 0.11 0.00 56.9 2 2 1.00 -11.0 -2.0 ---- ---- 20.0 0.46 56.9 ---- 20.0 0.46 56.9 150 3 0.745 0.0 ---- -2.0 ---- ---- 0.46 0.00 45.4 ---- 0.46 0.00 45.4 3 3 100.00 3L ---- -2.0 ---- ---- 20.0 3.01 45.4 ---- 20.0 3.01 45.4 150 4 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 42.4 ---- 0.02 0.00 42.4 4 4 4.00 L ---- -2.0 ---- ---- 20.0 0.24 42.4 ---- 20.0 0.24 42.4 150 5 1.265 3.0 ---- 2.0 ---- ---- 0.03 1.73 40.4 ---- 0.03 1.73 40.4 5 5 2.00 C ---- 2.0 ---- ---- 20.0 0.20 40.4 ---- 20.0 0.20 40.4 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.07 0.87 39.3 ---- 0.07 0.87 39.4 6 6 1.00 -3.6 4.0 ---- ---- 20.0 0.07 39.3 ---- 20.0 0.07 39.4 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 35.7 ---- 0.07 0.00 35.7 7 7 6.00 3R ---- 4.0 ---- ---- 20.0 0.61 35.7 ---- 20.0 0.61 35.7 150 10 1.101 3.0 ---- 10.0 ---- ---- 0.07 2.60 32.5 ---- 0.07 2.60 32.5 8 10 18.00 2LR ---- 10.0 ---- ---- 20.0 6.91 32.5 ---- 20.0 6.91 32.5 150 11 0.874 15.0 ---- 10.0 ---- ---- 0.21 0.00 25.6 ---- 0.21 0.00 25.6 9 11 19.50 B2R ---- 10.0 ---- ---- 12.0 2.01 25.6 ---- 12.0 2.01 25.6 150 12 0.874 5.0 ---- 10.0 ---- ---- 0.08 0.00 23.6 ---- 0.08 0.00 23.6 10 12 49.00 L6R ---- 10.0 ---- ---- 7.8 2.28 23.6 ---- 7.8 2.28 23.6 150 13 0.874 13.0 ---- 10.0 ---- ---- 0.04 0.00 21.3 ---- 0.04 0.00 21.3 11 13 12.50 B ---- 10.0 ---- ---- 20.0 3.25 21.3 ---- 20.0 3.25 21.3 150 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 2.00 R ---- 10.0 ---- ---- -12.2 0.25 21.3 ---- -12.2 0.25 21.3 150 15 0.874 1.0 ---- 10.0 ---- ---- -0.08 0.00 21.5 ---- -0.08 0.00 21.5 13 15 10.50 LB ---- 10.0 ---- ---- 0.0 0.00 21.5 ---- 0.0 0.00 21.5 150 16 0.874 10.0 ---- 10.0 ---- ---- 0.00 0.00 21.5 ---- 0.00 0.00 21.5 14 15 3.00 B ---- 10.0 ---- ---- -12.2 0.50 21.5 ---- -12.2 0.50 21.5 150 17 0.874 3.0 ---- 10.0 ---- ---- -0.08 0.00 22.0 ---- -0.08 0.00 22.0 15 17 5.00 B ---- 10.0 ---- ---- 0.0 0.00 22.0 ---- 0.0 0.00 22.0 150 18 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 22.0 ---- 0.00 0.00 22.0 16 17 10.00 R ---- 10.0 ---- ---- -12.2 0.92 22.0 ---- -12.2 0.92 22.0 150 19 0.874 1.0 ---- 10.0 ---- ---- -0.08 0.00 23.0 ---- -0.08 0.00 23.0 17 19 38.50 2B6R ---- 10.0 ---- ---- -4.2 0.60 23.0 ---- -4.2 0.60 23.0 150 12 0.874 12.0 ---- 10.0 ---- ---- -0.01 0.00 23.6 ---- -0.01 0.00 23.6 18 19 57.50 B8R ---- 10.0 ---- ---- -8.0 2.61 23.0 ---- -8.0 2.61 23.0 150 11 0.874 11.0 ---- 10.0 ---- ---- -0.04 0.00 25.6 ---- -0.04 0.00 25.6 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 14.72 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 14.72 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard 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 7.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 7.00 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 1.265 1.00 3.00 6.00 2.00 2.00 7.00 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 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2023.0.01 computer program (License No. ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.11 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.09 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 62.0 psi and a 7 minute flow of 140 gal. and a 10 minute flow of 200.0 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 105.0 94.5 P 84.0 R E 73.5 S S 63.0 U R 52.5 E 42.0 P 31.5 S I 21.0 10.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 90.6 psi, Residual = 88.8 psi @ 850 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 90.6 psi @ 20.0 gpm 90.6 psi @ 20.0 gpm B = Required Water Supply D = Required Water Supply 62.0 psi @ 20.0 gpm 62.0 psi @ 20.0 gpm 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 December 27, 2021 Fire Sprinkler Systems INC 705 E Harrison St #200 Corona, CA 92879 Re: Residential Fire Sprinkler Plan Review — BELLA @ PIAZZA SERENA — TRACT 30092 FCMP2021-0039 / 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 # ❑ REVISION # PERMIT NO. APPLICANT/OWNER INFORMATION Applicant Name: FIRE SPRINKLER SYSTEMS, INC Owner Name: RICHMOND AMERICAN Mailing Address: 705 E. HARRISON ST. #200, CORONA CA 92879 Site Address: LOT 96 / 57-770 PASATIEMPO COURT Phone Number: 951-272-2522 Project BELLA @ PIAZZA SERENA / TRACT# 30097 / PLAN TYPE 2 / 24 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: LOT 96 / 57-770 PASATIEMPO SERENA Owner'sNatne: RICHMOND AMERICAN A.P.Nnmber: Address:5171 CALIFORNIA AVENUE, #121 Legal Description: MASTER PLAN TYPE 2 Contractor: FIRE SPRINKLER SYSTEMS, INC City, ST, Zip: IRVINE, CA 92617 pa Telephone: , ,..,£ -1— $�.....,. 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.01 r>Y "'`' 'f k4�i 24 HEADS / 3,145 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/lJ Project type (eirete one): New Add'n Alter Repair Demo Sq. Ft.: 3,145 SF # Stories: 1 # Units: N/A Telephone # of Contact Person: 951-272-2522 Estimated Value of Project: $2,073.00 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.MX 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