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FCMP2020-0008 Griffin Ranch Plan 2 Rev 2a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2020-0008 MoFT�• . Description: GRIFFIN RANCH / MASTER FIRE SPRINKLER PLAN 2 / REV 2 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 7/29/2020 Address: 81181 MERV GRIFFIN WY Approved: 8/24/2020 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 Standard Condition. The applicant shall comply with the provisions of LQMC Section 13.24.180 (Fees and Deposits). These fees include all FEE - A KOHL HETRICK 8/24/2020 9/23/2020 COMPLIES deposits and fees required by the City for plan checking and c FEES PAID. STATUS CHANGED TO "APPROVED" PER KOHL. NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE CORONA CA 92879 jamieb@fireinc.net 200 Printed: Thursday, March 02, 2023 3:02:08 PM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2020-0008 MoFT�• r NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL BILL TO FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE CORONA CA 92879 jamieb@fireinc.net 200 CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE CORONA CA 92879 jamieb@fireinc.net 200 OWNER IOTA GRIFFIN 4675 MACARTHUR CT NEWPORT CA 0 NO 1550 BEACH 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 9/23/20 WEB6328 035810 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 8/7/20 WEB5946 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 8/7/20 WEB5946 CREDIT FIRE SPRINKLER ECON ENHANCEMENT FEE SYSTEMS INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 • INSPECTION TYPE INSPECTOR SCHEDULED I DATE COMPLETED DATE RESULT REMARKS NOTES REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE (2WK) FIRE BUCKET 8/6/2020 8/17/2020 8/6/2020 INCOMPLETE NEED PLANS UPLOADED PRIOR TO REVIEW START Printed: Thursday, March 02, 2023 3:02:08 PM 2 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2020-0008 MoFT�• 1ST FIRE (2WK) KOHL 8/7/2020 8/21/2020 8/24/2020 APPROVED EMAILED APPROVED HETRICK DOCS 1ST PERMIT PERMIT TECH 8/6/2020 8/7/2020 8/6/2020 COMPLETE TECHNICIAN (1DAY) BUCKET • 1111910M Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/7/2020 EtrakitContractor Master Plan Type 2 Fire Master Plan 2.3314 Fire 1 Plan Plan.pdf DOC 8/7/2020 EtrakitContractor Application 1 Plan 2 Application.pdf 1 DOC 8/7/2020 EtrakitContractor Application 2 Plan 2 Tracking1 Sheet.pdf DOC 8/7/2020 EtrakitContractor Plan Type 2 Hydraulic Plan 2.3314 Hydraulic 1 Calculations Calculations.pdf DOC 8/6/2020 KAYLI ALFORD FCMP2020-0008 FCMP2020-0008 1 APPLICATION.pdf APPLICATION.pdf DOC 8/27/2020 KOHL HETRICK Master Plan 2 - 3314 Master Plan 2 - 3314 1 Fire Plan (K4.9).pdf Fire Plan (K4.9).pdf Master Plan 2 - 3314 Master Plan 2 - 3314 DOC 8/27/2020 KOHL HETRICK Hydraulic Hydraulic 1 Calculations.pdf Calculations.pdf Printed: Thursday, March 02, 2023 3:02:08 PM 3 of 3 CENTRALSOLIARE B611) fib @ Mod" Rf." Fi. 0 (SIN RA0611) � Model RIF (SIN RA0612) Model RFC49 (SIN RA0616) Re''ab' Residential Flat Conceded a Sprinklers A Residential Flat Concealetl ------ Sprinkler englneerecifor a minimum design density of 0.05 gpmRta with low GPM requirements. Features 1. Very low water fknv requ rpnanlfi 3 2. E— plate a1twormant (Plain or Worsen) Me, ". ( ") Total adNsmtml. 3. Thread-0Mhroad.Olf or Rosh Or1Tl tl OR Cover alWChnnnl Oplbn. _. 4. Smooth Southern re ing pmfla 5. Available'n In— Chromeand black plated or Conrad finishes. Ustings & Approval I. Listed by Underwriters LaUaatodes. and Carl I ed by UL for Canada (,UL,,) UL Lladng Cetegorlae Fea 8 J a ni'. dli R1x; Axnl.l Aolet at 1. Spr nklerx :� UL Guide Number VKKW Product 03emdption R' 9 w. P Pi p a e'c CC I!a ma.ceu. tl Cs rcI lo In c, 1, �Oe mv�x uCelrY accwearawah NFPA 11 u9,a n gsim�.. rs a M rsCaa Sp le•a ap se Ina ceNmmmoepelaaPcnyc6nd,.e,9anaaa6ln<aP eeryI" ou.cen`oCu li a m�lw'losYmen. N- (13mm1 d:arvw adlJpmeM to tmx bwn r9 ntl,usl a lem9ve me mvci ma Iwn a errs! Imwcorer Mew a eaeiry P aeaaemuryluo The Rellable Aulomade 6pdnkler0o., Ini 103 Foli vfow Park Urlvo, Elmsford. Ni 10523 cw.nan xwlm.rN Mu. ePndnr opKi—nKm oa.nmrnsiz Imml m° N Les nlm) anMlur6rP Pi�KIbeN 6�o(a>n rn (aa..aK ++Ixa Nma �C98 rypFinawrsca rR rwary or6rto. Na.(m.m n a—. M TnJ —n .ci Kr° o.n�wr i T.. ee�ro qINbienlmN T aPkliumKro P"v(b:n rew113gwa.t nemwn mvnsN la A I x tn(aax 0.N 'ales 9B@6T, IIIv vaM6(a61 n(W 9.t N,.n te(R6xae te(Ie1 .xq(ar.aN Mle t n(a aa.6nee ®®•. " -.. ®®® Model P1 Residential Sprinkers for vi Design Density of A5 gpnW €� MdbIF1 Rea SpriMgenagireaedfatln NwmtTlarn w naeLmamHim.nd�nda avnr.oswmn' Typ a ra .12 ONFWp.&AF9rwel. frtw6 nro � 8pdnklenb.tOMN1y:Pdi B',SeM m ULDulig Cwgveyvt<-waax.a aw ULCauld.NAri n TsmlplaM: a n.sKac+c sn«t t..w.)n vn.n PataNe �nn..mate. w inrcvro Mot.. �aaax Ta Pu ..tt+4 ss.Ppv orwu. rnaasvA, n Protluaberaiptlm -=.�'�vu.�vr• as Tye t.2]au;x'x -.>wav • Cwan"ANma:� 9P�n' The able AMomdlcspdnkKa Cv., Inc- Ina-,.PuR DUve, H..IoLNI,—k f0:29 13D/CRC 313.3 GENERAL NOTES 1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE vv1THNEPAi3D 016EQIT EOUIREM NTS OF THEMMCITY OF LA OFEUSSINTA FIRE DEPA TMENgBTOO. 2. 7NES SPRINKLERS rINSATEINHE TLl N PRIORQTOHOICIXISPHNCYmEEING GRANTEDAMINIMMMISDFCTIONA FIKR�FNGRWV5NINI �NCCE OFTHBE REQUESTED INSPECTION. 3. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS M.M.ItIN Ru<RSE PENETw.TINc sTRucTuw.L A MEERSHALL BEMAC�RDANCE w CALRRNIA Ed, N. CODE. 5 TYPE OF PLASTIC PIPE TOM CPVC MANUFACTURED BY BLAEEMASTER LISTED./�INRreV MAP 6 ITS FIlNCE5 SHALL HAVEA PERMANENTLY AFFIXED SIGN INDICATING 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM e. THE MANI11Nq ADRLORATIUiU OF SPRINKLERS SHALLCONF E�IN TH INIFFFPApp1�3T0 FACT EDITION QU REMENTSSDAND THOSE ICWNTA a HG SE SIDE SERVICE ANDAUDIBLE FROMI THE STREET THAT THEED DETECT ORS TO BE 10 sMq(E INSTALLED BY OTHERS 11 MANUFACTURED BV RELIABLE INSTALLEDAT I6 FT MAXIMUMSPACING (SEE TECH DATA) 12 PENDENT INTERMEDIATE TEMP WICK RESPONSE SPRINKLERS AREUL 13 SITUROES CEILING FA��NSRETC LEAST R IN ZUBA NE VMTT Td6LE35>2 AND SIECT CAMPLIANCEIMTHB IOC TIONSF CONTINUOUS OBSTRUCTIONS ARE1is A FITTSSAAND �N TS TO BE PROVIDED VMTH SPRINKLER COVERAGE IN RNC15. AMROS4NNE`WHSHALL NOT BE REWIRED TO BE PROVIDED IN 16. N]PA 13DA.3.51. LVWERE THE FUEL -FIRED EWIPMENT ISABOVEALL ff 1HE ® ® �ESSJ�REARTEGUIUAT OR PRESSURERE61I%TOR HYDRAULIC SYSTEM Seo Ps TO BE SETATso PSI DOME.CMATER DOMESTINTOLLWATECONTIR ATR VE This Building isPno,ded by a 5 GPM ALLOWANCE R DOMESTIC 5 GPMMALLOWANCE R DOMESTIC Hydnuf sly Designed Automatic Sprin'der6ystem. T Dare I soi 8115117 104 Z ELEV. T 104 2 ELIX Location CALL AREA NumbudSpmidels 7 CONTROL BALL VALVE CONTROL BALL VALVE Bess dDesign Iry .OS gpml6q.R 2 AESIGNEAAPEAOF AI6CHARGE 00 sp.R System Demand FlNISH GRABE — A ELEV. FINISH GRADE — A ELEV. 1. WATER ROM RATE 25 ppm 2PE81AUAL PRESSUPEATIHE ID COPPER L BSMEMEfER BLMJ 1Y. COPPER L MSLOSS EOFTxERBER 40.4 Ni .. Installed By Fire Spinger5ydime, Inc' fIXi 135'MAX \�\' 3AOMAXCPERK R om\ — 135'MA IK HYDRAULIC NAMEPLATE N.T.S. ALT. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) 'FOR REFERENCE ONLY UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) GRIFFIN RANCH TRAL 12 a PLANS P11 3311 IAQUINTA, CA. AHJ.CITYOFLAQUINFA LEGAL DESCRIPTION OCCUPANCYCONSTRUCTION'. VAIU DRIES' BUILDINGAREA. 3-BEET FIRE SPRINKLER SYSTEM' DEFE IGNEDAND INSTALLED PER 2m6 NFPA 13DALL RESIDENTAL VATH A.05 DENSITY VMTHIN AREAS SCOPE OF wORKT—ART AT BATE OFR ER NIC SE 114) BUILDING SUMMARY • CONCEATEDRES. PENDENT SPRINCLER ® CONCEALEDRESPENDENT SPRINKLER Q RESIDENTIAL PENDENT SPRINKLER G CHANGE IN ELEVATION A RISER LOCATION (PER DETAIL) ® NODE POINT FOR CALCULATION HANGER TIC DETAIL SYMBOLLEGEND La Quinta Office of the Fire Marshal By: Kohl Hei1-4��nw� FIRE SAFETY SPECIALIST 08/24/2020 11:04:02 AM The approval of plans and speoi ketbr s does not permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local ordinances. construction shall remain said. and exposedefor inspection purposes until approved by the Fir Department. PERMIT#-FCMP2020-0008 APPROVAL STAMP CPMC TO SYSTEM 10 11ELIX-OMFINISHGRADE 0 e R SPAAE SPANNEAs SINCE NOTBE'EOUIT BE PROVeM PER5.1.1] 0 F GAUGE Y."CPVC RISER CCESS v ACCE98 ODOR h•MAI II'' DRAIN DRAIry TOEATERIOR IIER VALVE 1� 9 UBaB FACED CHECKVALVE NNNNN yL 1� 4ELEV. RISER DETAIL N.T.S. 0 Z LU ND LLI Z Q C/) LU I- 0 Z J Q LLI Z LLI JOB NO: 3163o DATE: W15117 DRAVMJ - M.N. 1-HR. AND 2-HR. GYPSUM WALL ASSEMBLY 1 OR 2 HOUR FIRE RATED THROUGH PENETRATION FIRESTOP FOR SINGLE PLASTIC PIPE THROUGH GYPSUM WALLS USING BLAZEMASTER CAULK & WALK F RATING =1-HR. AND 2-HR. T RATING =1-HR. AND 2-HR. DRAWING NOT TO SCALE 1. PRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY A) THE F RATING =1 HOUR IF THERE IS ONE LAYER OF GYPSUM WALLBOARD. B THE F RATING = 2 HOUR IF THERE ARE TWO LAYERS OF GYPSUM WALLBOARD. 2. PLASTIC PIPE - A) NOM. 2" DIAM. (OR SMALLER) SCH. 40 PVC PIPE B) NOM. 2" DIAM. (OR SMALLER) CPVC PIPE. THE ANNULAR SPACE RANGE SHALL BE ,MIN.1/4" TO MAX 1-3/8". NOTE: FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3. BLAZEMASTER CAULK & WALK - MIN. 1/2" THICKNESS OF SEALANT APPLIED WITHIN OPENING. ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT A MIN. 1/4" CROWN IS FORMED AROUND THE PENETRATING ITEM. NOTE: THE F & T RATINGS OF THE SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY. UL/cUL SYSTEM NO. WL2151 HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 8/15/17 Location CALC AREA 2 Number of Sprinklers 2 Basis of Design 1. DENSITY .05 gpm/sq.ft. 2. DESIGNED AREA OF DISCHARGE 512 sq.ft. System Demand 1. WATER FLOW RATE 31 gpm 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 33.6 psi Installed By Fire Sprinkler Systems, Inc. ral 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 duringq 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 Z^ � Z 510 FAST. LiJ SIZE DIM. IV J 3/4 2.126 1 2.312 LU Q 3.170 d LU11/4 Q 1 1/2 3.400 p 2 1/2 4.320 ZO Q 3 5.320Of Of N w w w N w o v C M W � Q 0 J W 0 C Q Restraint Nominal Pipe Size (in.) 3/4 1„ 1,1„ 1,1„ 2„ 2,1„ 3„ 31/2" 4„ 51, 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" 7'-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" T-4" 3'-1V 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 510 HANGER (STEEL -COPPER - C.P. V.C. NOT TO SCALE SIZE - SYSTEM PIPE: 3/4" thru 2" MATERIAL - Carbon Steel. FINISH - Mil. Glavanized. LISTING/APPROVAL - 203-EX 4231, EX 2551 r� II #905 i I � #906 I� I 100 � II 0 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 Stell pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fasterner = 5(wt)+250lbs. 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.) %4" 1" 1'/4" 1%" 2" 2%z" 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" 7'-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 )ilize ibilize :Of w = I- ,w w � o Q M CM Oz \ I\ I\ I\ I\ I IFSUS 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. C� c co w w U) C7 2 d GO GO O On U w J Y Z_ Of CL to to � r` in cfl � cn W J O w co co co ,� U < rn rn rn Y Cn U Z Z J rnLu 4- �Z -LU �d UXU -,I-C)_ O U -6 -U of of= -U �O �O ww U U LL: LU LU LU J J J Z Q Q Q Q J J J W W W Of Of [If U co co ZZ Q U a Q FLOOR AREA - 3,314 SFQT. TOTAL LIVING AREA - 3,314 SQFT. M z CO z GARAGE AREA- 654 SQFT. NN LIJ 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. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sgft. AND LESS. (SECTION 8.6.2.) 6. 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. 9. 8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRUCTION. 10. 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. JOB NO: 31630 DATE: 8/15/17 DRAWN BY: M.N. ION CLASSIFICATION U- C-16 * LICENSE NO. 684600 J�gTF OF C A` \�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 FIRE SPRINKLER PLAN SHEET FP2 OF FP3 Table R • One Point of Restraint MA , IIvIAi.1 R R One -Point Vertical Restraint RESTRAINT RESTRAINT ONE-POINTT ONE -POINT Nominal "R" °R„ Pipe Size Less than Greater than ANSI inches 100 psi 100 psi ON (6,9 bar) (6,9 bar) 3/4 0'-9" 0'-6" DN20 (0,23 m) (0,15 rri) DN25 (0,30m) (0,23 m) QN32 (0,41 m) (0.30 rn) 1-1/2 - 3 2'-0" 1'-0" DN40 - DN80 (0,61 m) (0,30 rf1) Table S • Two Points of Restraint Nominal Pipe °.S„ „S., Size Less#hen Greater than ANSI Inches 100 psi- 100 psi DN (6,9 bar) (6,9 bar) 3f4 4'-0" 3'-0" DN20 (1,22 m) (0,91 rn) 1 5-011 4'-0» DN25 (1,52 m) (1,22 m) 1-1/4 6'-0" 5'-0" DN32 {1;83 m) (1,52 m) 1-1/2 _ 3 T-0" T-0" DN40 - DN80 (2,13 rrt) (2,13 rn) S MAX._ Two -Point ANY DISTANCE �— Vertical Restraint RESTRAINT Two -POINT January2005 Garage Installation Specifications Garage Installation Specifications shall only apply for the installation of UL Listed BlazeMasters 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,'Sprinklersore not required in garages, open attached porches, tarpons 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/e thick gypsum wallboard or'!s'thick plywood. -Sprinkler Requirements: UL Listed, quick response, standard coverage, pendent or sidewall sprinklers with a 225°f (107C) 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 is those occupancies defined by NFPA 73R. System Risers In accordance with the UL Listing, TFP BlazeMaster CPVC pipe and fittings maybe used as system risers in accordance with NFPA 13, 130 and 13R when subject to the following additional limitations: 1. When installed protected (concealed) in accordance with NFPA 13D and 13R, the minimum protection shall consist of either one layer of ;/s' (9.5 mm) thick gypsum wallboard or'h' (12.7 mm) [hick plywood. 2. When installed without protection (exposed) in accordance with NFPA 13, 130 and 13R, the following limitations shall apply: - The riser shall be installed below a smooch, flat, horizontal ceiling construction. A listed residential pendant 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 Vl7 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 Z' x 12' solid wood joists, the maximum system working pressure under flowing conditions shall not exceed 100 psi and the maximum system working pressure under static (nonflotvrng) conditions shall not exceed 175 psi. The Listed residential pendent sprinkler is to have 155°F (66°C) maximum temperature rating and is to be installed at a maximum horizontal distance of 12 inches from the center tine 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. Fig. 29 -Double Offset Hanger &Restrainer for CPVC Plastic Pipe C & US LISTED Size Range — Available in 3/4" and 1" pipe sizes Material —Prc-Galvanized Steel Function —Intended to perform as a hanger and restrainer for CPVC, plastic fire sprinkler pipe. Provides double offset 1 '/z" x 1•500 1 '/z" from mounting surface. This design will ease installation by eliminating the need for wood black extension and allow retro-fit attachment of hanger to sprinkler pipe. '_- Features -- • Thumb tab provides protection to restrain pipe it rough Job site 1,500 conditions. Tab is not required to be bent for listed installation. • Offset edge eliminates abrasion. • Attaches easily to wood structure with two special #10 x 1 hex Q o head self -threading screws furnished with product. • Can be used as a single offset hanger by aligning "dimples" with top of mounting surface and utilizing two fasteners in two of the three holes provided. q 3 Approvals —Underwriters' Laboratories Listed in the USA (UL) ' and Canada (eUL) as a hanger and restrainer to support fire 3 3 sprinkler systems. Meets and exceeds requirements of NFPA 13, 13R and 13D. Finish —Pre-Galvanized Order By —Figure number and pipe size. —__ PATENT PENDING e sup_cia ex -a'd self-taztor lr gar cefsre , .."_e, .stailatcr! �` BUIDING SECTION SCALE: 1/4" = 1'-0" BUIDING SECTION SCALE: 1/4" = 1'-0" Z^ � Z Lu w d � W J C.D � Z Q = DO O N W C/J W � OLu f W W C/) M w I--: m� ofQ Q� H 0 LL_ J W m fn C/J Q Q � _ N Q M M N OZ <_1 \ I \ I \ I \ I JFS"S FIRi SPRINIaiR 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 pions is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. Cl) U ZZ Q U � � Q Q z m � NN C� w H JOB NO: 31630 DATE: 8/15/17 DRAWN BY: M.N. OT ION � CLASSIFICATION C-16 * LICENSE N0. 684600 J�gTF OF C A` Q 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 SECTIONS SHEET FP3 OF FP3 DATE: 7/21/2020 S:\2017\31630\CALCS\3314.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3314 1015 TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 7/21/2020 File No: 31630 Data File Name: 3314.rdf SPRINKLER SPACING APPROVED Riverside County Fire Department La Quinta Office of the Fire Marshal Reason lam approving this By: Kohl Hetrick d , n��P� 2n �m n na 24 11 nana-mnn• FIRE SAFETY SPECIALIST 08/24/2020 11:01:10 AM 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#- FCMP2020-0008 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: Reliable Descr: RA0616 RFC49 F1 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: 74.5 psi Resid: 67.3 psi Flow:2300.0 gpm Public Main Size: B in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press Flowing Flow (psi) 1 20.0 18.0 1 20.1 18.1 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. Node Total Avail. Req'd No. Flow Press. Press. 18 25.0 74.5 58.3 18 25.1 74.5 58.7 DATE: 7/21/2020 S:\2017\31630\CALCS\3314.rdf Page 2 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) 1 100 30.00 BG ---- -2.0 SRCE ---- 25.0 6.06 58.3 ---- 25.1 6.11 58.7 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 52.3 ---- 0.17 0.00 52.5 2 101 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 52.3 ---- 25.1 0.17 52.5 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.17 0.00 48.1 ---- 0.17 0.00 48.4 3 102 135.00 3L ---- -2.0 ---- ---- 25.0 5.84 48.1 ---- 25.1 5.87 48.4 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 42.3 ---- 0.04 0.00 42.5 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 42.3 ---- 25.1 0.37 42.5 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 40.2 5 0.05 1.73 40.4 5 104 2.00 L ---- 2.0 -5 5 20.0 0.17 40.2 5 20.1 0.17 40.4 150 105 1.394 6.0 ---- 4.0 ---- ---- 0.02 0.87 39.1 ---- 0.02 0.87 39.4 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.02 39.1 ---- 20.1 0.02 39.4 150 106 1.394 0.0 ---- 4.0 ---- ---- 0.02 0.00 36.1 ---- 0.02 0.00 36.3 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 0.41 36.1 ---- 20.1 0.41 36.3 150 10 1.394 12.0 ---- 11.0 ---- ---- 0.02 3.03 32.7 ---- 0.02 3.03 32.9 8 10 31.00 2L4R ---- 11.0 ---- ---- 20.0 3.06 32.7 ---- 20.1 3.08 32.9 150 11 1.101 14.0 ---- 11.0 ---- ---- 0.07 0.00 29.6 ---- 0.07 0.00 29.8 9 11 9.50 2R ---- 11.0 ---- ---- 9.9 0.65 29.6 ---- 9.9 0.66 29.8 150 12 0.874 2.0 ---- 11.0 ---- ---- 0.06 0.00 28.9 ---- 0.06 0.00 29.1 10 12 2.00 L ---- 11.0 ---- ---- 9.9 0.34 28.9 ---- 9.9 0.34 29.1 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.06 0.87 27.7 ---- 0.06 0.87 27.9 11 13 40.50 L2B4R ---- 13.0 ---- ---- 9.9 3.09 27.7 ---- 9.9 3.11 27.9 150 14 0.874 14.0 ---- 13.0 ---- ---- 0.06 0.00 24.6 ---- 0.06 0.00 24.8 12 14 10.50 LR ---- 13.0 ---- ---- 9.9 0.88 24.6 ---- 9.9 0.89 24.8 150 15 0.874 5.0 ---- 13.0 ---- ---- 0.06 0.00 23.8 ---- 0.06 0.00 23.9 13 15 2.00 L ---- 13.0 ---- ---- 9.9 0.34 23.8 ---- 9.9 0.34 23.9 150 16 0.874 4.0 ---- 11.0 ---- ---- 0.06 0.87 24.3 ---- 0.06 0.87 24.5 14 16 37.00 L7R ---- 11.0 ---- ---- 9.9 2.72 24.3 ---- 9.9 2.74 24.5 150 17 0.874 11.0 ---- 11.0 ---- ---- 0.06 0.00 21.6 ---- 0.06 0.00 21.7 15 17 14.00 B ---- 11.0 ---- ---- 20.0 3.56 21.6 ---- 20.1 3.59 21.7 150 18 0.874 3.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.1 0.21 0.00 18.1 16 17 1.50 B ---- 11.0 ---- ---- -10.1 0.27 21.6 ---- -10.2 0.27 21.7 150 19 0.874 3.0 ---- 11.0 ---- ---- -0.06 0.00 21.8 ---- -0.06 0.00 22.0 DATE: 7/21/2020 S:\2017\31630\CALCS\3314.rdf Page 3 17 19 2.00 L ---- 11.0 ---- ---- -10.1 0.36 21.8 ---- -10.2 0.36 22.0 150 20 0.874 4.0 ---- 13.0 ---- ---- -0.06 0.87 21.3 ---- -0.06 0.87 21.5 18 20 4.50 L ---- 13.0 ---- ---- -10.1 0.51 21.3 ---- -10.2 0.51 21.5 150 21 0.874 4.0 ---- 13.0 ---- ---- -0.06 0.00 21.8 ---- -0.06 0.00 22.0 19 21 8.50 R ---- 13.0 ---- ---- -10.1 0.56 21.8 ---- -10.2 0.57 22.0 150 22 0.874 1.0 ---- 13.0 ---- ---- -0.06 0.00 22.4 ---- -0.06 0.00 22.6 20 22 10.00 LR ---- 13.0 ---- ---- -10.1 0.89 22.4 ---- -10.2 0.90 22.6 150 23 0.874 5.0 ---- 13.0 ---- ---- -0.06 0.00 23.3 ---- -0.06 0.00 23.5 21 23 1.00 L ---- 13.0 ---- ---- -10.1 0.30 23.3 ---- -10.2 0.30 23.5 150 24 0.874 4.0 ---- 14.0 ---- ---- -0.06 0.43 23.1 ---- -0.06 0.43 23.3 22 24 28.50 L2R ---- 14.0 ---- ---- -10.1 2.05 23.1 ---- -10.2 2.07 23.3 150 25 0.874 6.0 ---- 14.0 ---- ---- -0.06 0.00 25.2 ---- -0.06 0..00 25.4 23 25 1.00 L ---- 14.0 ---- ---- -10.1 0.30 25.2 ---- -10.2 0.30 25.4 150 26 0.874 4.0 ---- 13.0 ---- ---- -0.06 0.43 25.9 ---- -0.06 0.43 26.1 24 26 14.00 L4R ---- 13.0 ---- ---- -10.1 1.31 25.9 ---- -10.2 1.32 26.1 150 27 0.874 8.0 ---- 13.0 ---- ---- -0.06 0.00 27.2 ---- -0.06 0.00 27.4 25 27 2.00 L ---- 13.0 ---- ---- -10.1 0.36 27.2 ---- -10.2 0.36 27.4 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.06 0.87 28.5 ---- -0.06 0.87 28.7 26 28 11.00 LBR ---- 11.0 ---- ---- -10.1 1.13 28.5 ---- -10.2 1.14 28.7 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.06 0.00 29.6 ---- -0.06 0.00 29.8 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. IN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, DATE: 7/21/2020 S:\2017\31630\CALCS\3314.rdf Page 4 The maximum velocity of water flow occurs in pipe 15 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 15 at 10.74 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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 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 0.995 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 3.8.0 computer program (License No. 50081444) 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 0.19 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 58.7 psi and a 7 minute flow of 176 gal. and a 10 minute flow of The minimum pressure at any node is 18.1 psi at node 18. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 250.8 gallon: DATE: 7/21/2020 S:\2017\31630\CALCS\3314.rdf Page 5 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 2 15.0 I 7.5 WATER SUPPLY CURVE I 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 25.0 gpm 74.5 psi @ 25.1 gpm B = Required Water Supply D = Required Water Supply 58.3 psi @ 25.0 gpm 58.7 psi @ 25.1 gpm DATE: 7/21/2020 S:\2017\31630\CALLS\3314.rdf Page 6 DATE: 7/21/2020 S:\2017\31630\CALLS\3314.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3314 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 7/21/2020 File No: 31630 Data File Name: 3314.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: Reliable Descr: RA0616 RFC49 Fl Conc .Pend.(16xl6) 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: 74.5 psi Resid: 67.3 psi Flow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 21 18.0 74.5 33.1 2 13.0 7.6 21 31.0 74.5 57.8 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 7/21/2020 S:\2017\31630\CALCS\3314.rdf Page 2 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) --------------------------------- 1 100 30.00 BG ---- -2.0 SRCE ----18.0 3.29 33.1 ---- 31.0 9.00 57.8 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 29.8 ---- 0.25 0.00 48.8 2 101 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 29.8 ---- 31.0 0.25 48.8 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.09 0.00 25.7 ---- 0.25 0.00 44.6 3 102 135.00 3L ---- -2.0 ---- ---- 18.0 3.18 25.7 ---- 31.0 8.70 44.6 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 22.5 ---- 0.05 0.00 35.8 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 22.5 ---- 31.0 0.55 35.8 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 20.6 5 0.08 1.73 33.6 5 104 2.00 L ---- 2.0 -5 5 13.0 0.08 20.6 5 26.0 0.28 33.6 150 105 1.394 6.0 ---- 4.0 ---- ---- 0.01 0.87 19.6 ---- 0.04 0.87 32.4 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.01 19.6 ---- 26.0 0.04 32.4 150 106 1.394 0.0 ---- 4.0 ---- ---- 0.01 0.00 16.6 ---- 0.04 0.00 29.4 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.18 16.6 ---- 26.0 0.67 29.4 150 10 1.394 12.0 ---- 11.0 ---- ---- 0.01 3.03 13.4 ---- 0.04 3.03 25.7 8 10 31.00 2L4R ---- 11.0 ---- ---- 13.0 1.38 13.4 ---- 26.0 4.98 25.7 150 11 1.101 14.0 ---- 11.0 ---- ---- 0.03 0.00 12.0 ---- 0.11 0.00 20.7 9 11 9.50 2R ---- 11.0 ---- ---- 5.9 0.25 12.0 ---- 11.6 0.88 20.7 150 12 0.874 2.0 ---- 11.0 ---- ---- 0.02 0.00 11.8 ---- 0.08 0.00 19.8 10 12 2.00 L ---- 11.0 ---- ---- 5.9 0.13 11.8 ---- 11.6 0.46 19.8 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 10.8 ---- 0.08 0.87 18.5 11 13 40.50 L2B4R ---- 13.0 ---- ---- 5.9 1.20 10.8 ---- 11.6 4.15 18.5 150 14 0.874 14.0 ---- 13.0 ---- ---- 0.02 0.00 9.6 ---- 0.08 0.00 14.4 12 14 10.50 LR ---- 13.0 ---- ---- 5.9 0.34 9.6 ---- 11.6 1.18 14.4 150 15 0.874 5.0 ---- 13.0 ---- ---- 0.02 0.00 9.2 ---- 0.08 0.00 13.2 13 15 2.00 L ---- 13.0 ---- ---- 5.9 0.13 9.2 ---- 11.6 0.46 13.2 150 16 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.87 10.0 ---- 0.08 0.87 13.6 14 16 37.00 L7R ---- 11.0 ---- ---- 5.9 1.06 10.0 ---- 11.6 3.66 13.6 150 17 0.874 11.0 ---- 11.0 ---- ---- 0.02 0.00 8.9 ---- 0.08 0.00 9.9 15 17 14.00 B ---- 11.0 ---- ---- 0.0 0.00 8.9 ---- 0.0 0.00 9.9 150 18 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 8.9 ---- 0.00 0.00 9.9 16 17 1.50 B ---- 11.0 ---- ---- 5.9 0.10 8.9 ---- 11.6 0.34 9.9 150 19 0.874 3.0 ---- 11.0 ---- ---- 0.02 0.00 8.8 ---- 0.08 0.00 9.6 DATE: 7/21/2020 S:\2017\31630\CALCS\3314.rdf Page 3 17 19 2.00 L ---- 11.0 ---- ---- 5.9 0.13 8.8 ---- 11.6 0.46 9.6 150 20 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 7.8 ---- 0.08 0.87 8.3 18 20 4.50 L ---- 13.0 ---- ---- 5.9 0.19 7.8 ---- 11.6 0.65 8.3 150 21 0.874 4.0 ---- 13.0 4.71 13.0 0.02 0.00 7.6 13.0 0.08 0.00 7.6 19 21 8.50 R ---- 13.0 4.71 13.0 -7.1 0.29 7.6 13.0 -1.4 0.02 7.6 150 22 0.874 1.0 ---- 13.0 4.71 ---- -0.03 0.00 7.9 13.0 0.00 0.00 7.6 20 22 10.00 LR ---- 13.0 4.71 ---- -7.1 0.46 7.9 13.0 -14.4 1.72 7.6 150 23 0.874 5.0 ---- 13.0 ---- ---- -0.03 0.00 8.4 ---- -0.11 0.00 9.4 21 23 1.00 L ---- 13.0 ---- ---- -7.1 0.15 8.4 ---- -14.4 0.57 9.4 150 24 0.874 4.0 ---- 14.0 ---- ---- -0.03 0.43 8.1 ---- -0.11 0.43 9.5 22 24 28.50 L2R ---- 14.0 ---- - -7.1 1.05 8.1 ---- -14.4 3.95 9.5 150 25 0.874 6.0 ---- 14.0 ---- ---- -0.03 0.00 9.1 ---- -0.11 0.00 13.4 23 25 1.00 L ---- 14.0 ---- ---- -7.1 0.15 9.1 ---- -14.4 0.57 13.4 150 26 0.874 4.0 ---- 13.0 ---- ---- -0.03 0.43 9.7 ---- -0.11 0.43 14.5 24 26 14.00 L4R ---- 13.0 ---- ---- -7.1 0.67 9.7 ---- -14.4 2.52 14.5 150 27 0.874 8.0 ---- 13.0 ---- ---- -0.03 0.00 10.4 ---- -0.11 0.00 17.0 25 27 2.00 L ---- 13.0 ---- ---- -7.1 0.18 10.4 ---- -14.4 0.69 17.0 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.03 0.87 11.5 ---- -0.11 0.87 18.5 26 28 11.00 LBR ---- 11.0 ---- ---- -7.1 0.58 11.5 ---- -14.4 2.18 18.5 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.03 0.00 12.0 ---- -0.11 0.00 20.7 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. IN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, DATE: 7/21/2020 S:\2017\31630\CALCS\3314.rdf Page 4 The maximum velocity of water flow occurs in pipe 2 at 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 12.80 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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 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 0.995 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 3.8.0 computer program (License No. 50081444) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.16 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.18 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 57.8 psi and a 7 minute flow of 217 gal. and a 10 minute flow of The minimum pressure at any node is 7.6 psi at node 21. HRS Systems, Inc. 208 southside Square Petersburg, TN 37144 (931) 659-9760 310.2 gallon: DATE: 7/21/2020 S:\2017\31630\CALCS\3314.rdf Page 5 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 ( I P 22.5 S I 15.0 7.5 0.0 04 8 12 16 OB WATER SUPPLY CURVE OD 20 24 28 32 36 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 18.0 gpm 74.5 psi @ 31.0 gpm B = Required Water Supply D = Required Water Supply 33.1 psi @ 18.0 gpm 57.8 psi @ 31.0 gpm 40 DATE: 7/21/2020 S:\2017\31630\CALCS\3314.rdf Page 6 DATE: 7/21/2020 S:\2017\31630\CALCS\3314_ALT.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3314 ALT 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 7/21/2020 File No: 31630 Data File Name: 3314 ALT.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: Reliable Descr: RA0616 RFC49 F1 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: 74.5 psi Resid: 67.3 psi Flow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 18 25.0 1 20.0 18.0 18 25.0 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. 74.5 64.3 74.5 64.3 DATE: 7/21/2020 S:\2017\31630\CALCS\3314_ALT.rdf Page 2 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 ----------------- 100 30.00 BG ---- -2.0 SRCE ---- 25.0 6.06 64.3 ---- 25.0 6.04 64.3 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 58.3 ---- 0.17 0.00 58.3 2 101 1.00 -9.5 -2.0 ---- ---- 25.0 0.69 58.3 ---- 25.0 0.69 58.3 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.69 0.00 48.1 ---- 0.69 0.00 48.1 3 102 135.00 3L ---- -2.0 ---- ---- 25.0 5.84 48.1 ---- 25.0 5.84 48.1 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 42.3 ---- 0.04 0.00 42.3 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 42.3 ---- 25.0 0.37 42.3 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 40.2 5 0.05 1.73 40.2 5 104 2.00 L ---- 2.0 -5 5 20.0 0.17 40.2 5 20.0 0.17 40.2 150 105 1.394 6.0 ---- 4.0 ---- ---- 0.02 0.87 39.1 ---- 0.02 0.87 39.1 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.02 39.1 ---- 20.0 0.02 39.1 150 106 1.394 0.0 ---- 4.0 ---- ---- 0.02 0.00 36.1 ---- 0.02 0.00 36.1 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 0.41 36.1 ---- 20.0 0.41 36.1 150 10 1.394 12.0 ---- 11.0 ---- ---- 0.02 3.03 32.7 ---- 0.02 3.03 32.7 8 10 31.00 2L4R ---- 11.0 ---- ---- 20.0 3.06 32.7 ---- 20.0 3.06 32.7 150 11 1.101 14.0 ---- 11.0 ---- ---- 0.07 0.00 29.6 ---- 0.07 0.00 29.6 9 11 9.50 2R ---- 11.0 ---- ---- 9.9 0.65 29.6 ---- 9.9 0.65 29.6 150 12 0.874 2.0 ---- 11.0 ---- ---- 0.06 0.00 28.9 ---- 0.06 0.00 28.9 10 12 2.00 L ---- 11.0 ---- ---- 9.9 0.34 28.9 ---- 9.9 0.34 28.9 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.06 0.87 27.7 ---- 0.06 0.87 27.7 11 13 40.50 L2B4R ---- 13.0 ---- ---- 9.9 3.09 27.7 ---- 9.9 3.09 27.7 150 14 0.874 14.0 ---- 13.0 ---- ---- 0.06 0.00 24.6 ---- 0.06 0.00 24.6 12 14 10.50 LR ---- 13.0 ---- ---- 9.9 0.88 24.6 ---- 9.9 0.88 24.6 150 15 0.874 5.0 ---- 13.0 ---- ---- 0.06 0.00 23.8 ---- 0.06 0.00 23.8 13 15 2.00 L ---- 13.0 ---- ---- 9.9 0.34 23.8 ---- 9.9 0.34 23.8 150 16 0.874 4.0 ---- 11.0 ---- ---- 0.06 0.87 24.3 ---- 0.06 0.87 24.3 14 16 37.00 L7R ---- 11.0 ---- ---- 9.9 2.72 24.3 ---- 9.9 2.72 24.3 150 17 0.874 11.0 ---- 11.0 ---- ---- 0.06 0.00 21.6 ---- 0.06 0.00 21.6 15 17 14.00 B ---- 11.0 ---- ---- 20.0 3.56 21.6 ---- 20.0 3.56 21.6 150 18 0.874 3.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 16 17 1.50 B ---- 11.0 ---- ---- -10.1 0.27 21.6 ---- -10.1 0.27 21.6 150 19 0.874 3.0 ---- 11.0 ---- ---- -0.06 0.00 21.8 ---- -0.06 0.00 21.8 DATE: 7/21/2020 S:\2017\31630\CALCS\3314_ALT.rdf Page 3 17 19 2.00 L ---- 11.0 ---- ---- -10.1 0.36 21.8 ---- -10.1 0.36 21.8 150 20 0.874 4.0 ---- 13.0 ---- ---- -0.06 0.87 21.3 ---- -0.06 0.87 21.3 18 20 4.50 L ---- 13.0 ---- ---- -10.1 0.51 21.3 ---- -10.1 0.51 21.3 150 21 0.874 4.0 ---- 13.0 ---- ---- -0.06 0.00 21.8 ---- -0.06 0.00 21.8 19 21 8.50 R ---- 13.0 ---- ---- -10.1 0.56 21.8 ---- -10.1 0.56 21.8 150 22 0.874 1.0 ---- 13.0 ---- ---- -0.06 0.00 22.4 ---- -0.06 0.00 22.4 20 22 10.00 LR ---- 13.0 ---- ---- -10.1 0.89 22.4 ---- -10.1 0.89 22.4 150 23 0.874 5.0 ---- 13.0 ---- ---- -0.06 0.00 23.3 ---- -0.06 0.00 23.3 21 23 1.00 L ---- 13.0 ---- ---- -10.1 0.30 23.3 ---- -10.1 0.30 23.3 150 24 0.874 4.0 ---- 14.0 ---- ---- -0.06 0.43 23.1 ---- -0.06 0.43 23.1 22 24 28.50 L2R ---- 14.0 ---- ---- -10.1 2.05 23.1 ---- -10.1 2.05 23.1 150 25 0.874 6.0 ---- 14.0 ---- ---- -0.06 0.00 25.2 ---- -0.06 0.00 25.2 23 25 1.00 L ---- 14.0 ---- ---- -10.1 0.30 25.2 ---- -10.1 0.30 25.2 150 26 0.874 4.0 ---- 13.0 ---- ---- -0.06 0.43 25.9 ---- -0.06 0.43 25.9 24 26 14.00 L4R ---- 13.0 ---- ---- -10.1 1.31 25.9 ---- -10.1 1.31 25.9 150 27 0.874 8.0 ---- 13.0 ---- ---- -0.06 0.00 27.2 ---- -0.06 0.00 27.2 25 27 2.00 L ---- 13.0 ---- ---- -10.1 0.36 27.2 ---- -10.1 0.36 27.2 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.06 0.87 28.5 ---- -0.06 0.87 28.5 26 28 11.00 LBR ---- ll.0 ---- ---- -10.1 1.13 28.5 ---- -10.1 1.13 28.5 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.06 0.00 29.6 ---- -0.06 0.00 29.6 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, DATE: 7/21/2020 S:\2017\31630\CALCS\3314-ALT.rdf Page 4 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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 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 3.8.0 computer program (License No. 50081444) 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 0.15 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 64.3 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250 The minimum pressure at any node is 18.0 psi at node 18. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 0 gallon: DATE: 7/21/2020 S:\2017\31630\CALCS\3314—ALT.rdf Page 5 75.0- 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E i 30.0 P 22.5 S I 15.O 7.5 WATER SUPPLY CURVE OD 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 25.0 gpm 74.5 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 64.3 psi @ 25.0 gpm 64.3 psi @ 25.0 gpm DATE: 7/21/2020 S:\2017\31630\CALCS\3314_ALT.rdf Page 6 DATE: 7/21/2020 S:\2017\31630\CALCS\3314_ALT.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3314_ALT 1OW TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 7/21/2020 File No: 31630 Data File Name: 3314 ALT.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 £t. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend.(16xl6) 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: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 21 18.0 74.5 38.9 2 13.0 7.6 21 31.0 74.5 64.1 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 7/21/2020 S:\2017\31630\CALLS\3314_ALT.rdf Page 2 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) 1 100 30.00 BG ---- -2.0 SRCE ---- 18.0 3.30 38.9 ---- 31.0 9.01 64.1 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 35.6 ---- 0.25 0.00 55.1 2 101 1.00 -9.5 -2.0 ---- ---- 18.0 0.38 35.6 ---- 31.0 1.03 55.1 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.38 0.00 25.7 ---- 1.03 0.00 44.5 3 102 135.00 3L ---- -2.0 ---- ---- 18.0 3.18 25.7 ---- 31.0 8.70 44.5 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 22.5 ---- 0.05 0.00 35.8 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 22.5 ---- 31.0 0.55 35.8 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 20.6 5 0.08 1.73 33.6 5 104 2.00 L ---- 2.0 -5 5 13.0 0.08 20.6 5 26.0 0.28 33.6 150 105 1.394 6.0 ---- 4.0 ---- ---- 0.01 0.87 19.6 ---- 0.04 0.87 32.4 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.01 19.6 ---- 26.0 0.04 32.4 150 106 1.394 0.0 ---- 4.0 ---- ---- 0.01 0.00 16.6 ---- 0.04 0.00 29.4 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.18 16.6 ---- 26.0 0.67 29.4 150 10 1.394 12.0 ---- 11.0 ---- ---- 0.01 3.03 13.4 ---- 0.04 3.03 25.7 8 10 31.00 2L4R ---- 11.0 ---- ---- 13.0 1.38 13.4 ---- 26.0 4.98 25.7 150 11 1.101 14.0 ---- 11.0 ---- ---- 0.03 0.00 12.0 ---- 0.11 0.00 20.7 9 11 9.50 2R ---- 11.0 ---- ---- 5.9 0.25 12.0 ---- 11.6 0.88 20.7 150 12 0.874 2.0 ---- 11.0 ---- ---- 0.02 0.00 11.8 ---- 0.08 0.00 19.8 10 12 2.00 L ---- 11.0 ---- ---- 5.9 0.13 11.8 ---- 11.6 0.46 19.8 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 10.8 ---- 0.08 0.87 18.5 11 13 40.50 L2B4R ---- 13.0 ---- ---- 5.9 1.20 10.8 ---- 11.6 4.15 18.5 150 14 0.874 14.0 ---- 13.0 ---- ---- 0.02 0.40 9.6 ---- 0.08 0.00 14.4 12 14 10.50 150 15 0.874 13 15 2.00 150 16 0.874 14 16 37.00 150 17 0.874 15 17 14.00 150 18 0.874 16 17 1.50 150 19 0.874 LR ---- 13.0 ---- ---- 5.9 0.34 9.6 ---- 11.6 1.18 14.4 5.0 ---- 13.0 ---- ---- 0.02 0.00 9.2 ---- 0.08 0.00 13.2 L ---- 13.0 ---- ---- 5.9 0.13 9.2 ---- 11.6 0.46 13.2 4.0 ---- 11.0 ---- ---- 0.02 0.87 10.0 ---- 0.08 0.87 13.6 L7R ---- 11.0 ---- ---- 5.9 1.06 10.0 ---- 11.6 3.65 13.6 11.0 ---- 11.0 ---- ---- 0.02 0.00 8.9 ---- 0.08 0.00 9.9 B ---- 11.0 ---- ---- 0.0 0.00 8.9 ---- 0.0 0.00 9.9 3.0 ---- 11.0 ---- ---- 0.00 0.00 8.9 ---- 0.00 0.00 9.9 B ---- 11.0 ---- ---- 5.9 0.10 8.9 ---- 11.6 0.34 9.9 3.0 ---- 11.0 ---- ---- 0.02 0.00 8.8 ---- 0.08 0.00 9.6 DATE: 7/21/2020 S:\2017\31630\CALCS\3314_ALT.rdf Page 3 17 19 2.00 L ---- 11.0 ---- ---- 5.9 0.13 8.8 ---- 11.6 0.46 9.6 150 20 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 7.8 ---- 0.08 0.87 8.3 18 20 4.50 L ---- 13.0 ---- ---- 5.9 0.19 7.8 ---- 11.6 0.65 8.3 150 21 0.874 4.0 ---- 13.0 4.71 13.0 0.02 0.00 7.6 13.0 0.08 0.00 7.6 19 21 8.50 R ---- 13.0 4.71 13.0 -7.1 0.29 7.6 13.0 -1.4 0.02 7.6 150 22 0.874 1.0 ---- 13.0 4.71 ---- -0.03 0.00 7.9 13.0 0.00 0.00 7.6 20 22 10.00 LR ---- 13.0 4.71 ---- -7.1 0.46 7.9 13.0 -14.4 1.72 7.6 150 23 0.874 5.0 ---- 13.0 ---- ---- -0.03 0.00 8.4 ---- -0.11 0.00 9.4 21 23 1.00 L ---- 13.0 ---- ---- -7.1 0.15 8.4 ---- -14.4 0.57 9.4 150 24 0.874 4.0 ---- 14.0 ---- ---- -0.03 0.43 8.1 ---- -0.11 0.43 9.5 22 24 28.50 L2R ---- 14.0 ---- - -7.1 1.05 8.1 ---- -14.4 3.95 9.5 150 25 0.874 6.0 ---- 14.0 ---- ---- -0.03 0.00 9.1 ---- -0.11 0.00 13.4 23 25 1.00 L ---- 14.0 ---- ---- -7.1 0.15 9.1 ---- -14.4 0.57 13.4 150 26 0.874 4.0 ---- 13.0 ---- ---- -0.03 0.43 9.7 ---- -0.11 0.43 14.5 24 26 14.00 L4R ---- 13.0 ---- ---- -7.1 0.67 9.7 ---- -14.4 2.52 14.5 150 27 0.874 8.0 ---- 13.0 ---- ---- -0.03 0.00 10.4 ---- -0.11 0.00 17.0 25 27 2.00 L ---- 13.0 ---- ---- -7.1 0.18 10.4 ---- -14.4 0.69 17.0 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.03 0.87 11.4 ---- -0.11 0.87 18.5 26 28 11.00 LBR ---- 11.0 ---- ---- -7.1 0.58 11.4 ---- -14.4 2.18 18.5 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.03 0.00 12.0 ---- -0.11 0.00 20.7 Node Notes Pipe Notes 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 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 Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, DATE: 7/21/2020 S:\2017\31630\CALCS\3314-ALT.rdf Page 4 The maximum velocity of water flow occurs in pipe 2 at 13.25 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 22.83 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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 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 3.8.0 computer program (License No. 50081444) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.02 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of o.lo 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 64.1 psi and a 7 minute flow of 217 gal. and a 10 minute flow of The minimum pressure at any node is 7.6 psi at node 21. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 310.1 gallon: DATE: 7/21/2020 S:\2017\31630\CALCS\3314_ALT.rdf Page 5 WATER SUPPLY CURVE 75.0 `A C 67.5 OD P 60.0 R E 32.5 S S 45.0 U R B 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 = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 18.0 gpm 74.5 psi @ 31.0 gpm B = Required Water Supply D = Required Water Supply 38.9 psi @ 18.0 gpm 64.1 psi @ 31.0 gpm DATE: 7/21/2020 S:\2017\31630\CALCS\3314_ALT.rdf Page 6 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 # 2 PERMIT NO. APPLICANT/OWNER INFORMATION Applicant Name: FIRE SPRINKLER SYSTEMS, INC Owner Name: LENNAR Mailing Address: 705 E. HARRISON ST. #200, CORONA CA 92879 Site Address: 81181 MERV GRIFFIN WAY Phone Number: 951-272-2522 Project PRESTIGE / TRACT# 32879 / PLAN TYPE 2(3314) / 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 ------------ Q 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 $21 REVISED 12/6/1019 *For permits billed at an hourly rate, these fees will be added at time of payment. Bin # City of La Quints Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address:81181 MERV GRIFFIN WAY Owner'sNarne: LENNAR A. P. Number: Address:980 MONTECITO DR. # 302 Legal Description: MASTER PLAN TYPE 2(3314) Contractor: FIRE SPRINKLER SYSTEMS, INC City, ST, Zip: CORONA, CA 92879 pa Telephone U.;£;$�., Address: 705 E. HARRISON ST. #200 Project Description: City, ST, Zip: CORONA, CA 92879 INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS Telephone: 951-272-2522 {y �k ,r>Y "'`' 'f 31 HEADS / 3,968 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 (circle one): New Add'n Alter Repair Demo Sq. Ft.: 3,968 S F "St, es: 1 # Units: N/A Telephone # of Contact Person: 951-272-2522 Estimated Value of Project: $3,100.00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Reed TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amouat Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan r' Review, ready for correctionslissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. 11.0A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review; ready for eorrectionsfrssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees