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FCMP2020-0004 Griffin Ranch Plan 7Project Details PROJECT NUMBER F City of La Qu i nta FCMP2020-0004 �VI'T4� Description: GRIFFIN RANCH / MASTER FIRE SPRINKLER PLAN 7 (4700) Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN Status Date: 1/28/2020 Subtype: FIRE SPRINKLER MASTER PLAN Applied: 1/28/2020 Address: 81181 MERV GRIFFIN WY Approved: 2/18/2020 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: Project Surnm CASE OPEN OPEN Ag ❑AYS COMPLETED REVIEWS ACTIONS 1 INSPECTIONS CONDITIONS A 0 0 • CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE KOHL HETRICK 2/18/2020 2/18/2020 FIRE REVIEW ASSISTED BY AFM CHRIS COX NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE 200 CORONA CA 92879 jamieb@fireinc.net CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE 200 CORONA CA 92879 jamieb@fireinc.net OWNER IOTA GRIFFIN 4675 MACARTHUR CT NO 1550 NEWPORT BEACH CA 0 Printed: Wednesday, February 15, 2023 3:19:04 PM 1 of 3 CENTRALSQLIARE Project Details PROJECT NUMBER F City of La Qu i nta FCM P2020-0004 �VI'T4� CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 1.5 $241.50 $241.50 2/19/20 R59762 236666 CHECK FIRE SPRINKLER AHI SYSTEMS INC Total Paid for FIRE FEES: $241.50 $241.50 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 2/19/20 R59762 236666 CHECK FIRE SPRINKLER AHI SYSTEMS INC MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 2/19/20 R59762 236666 CHECK FIRE SPRINKLER AHI ENHANCEMENT FEE SYSTEMS INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST FIRE (2WK) KOHL 1/28/2020 2/11/2020 2/18/2020 APPROVED REVISED MASTER TRACT PLAN. APPLICANT HETRICK REFERENCED FSS2017-0040 - PLAN 7(4700). 1ST PERMIT JACK LIMA 1/30/2020 1/30/2020 1/30/2020 COMPLETE TECHNICIAN (1DAY) :•RR •• • IMF Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/6/2021 JOSE DELGADO Fire Review Application.pdf Fire Review Application.pdf 0 Printed: Wednesday, February 15, 2023 3:19:04 PM 2 of 3 CENTRALSQLIARE Project Details PROJECT NUMBER F FCMP2020-0004 City of La Qu i nta Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/6/2021 JOSE DELGADO Hydraulics Calculation Report.pdf Hydraulics Calculation Report.pdf 0 DOC 5/27/2020 KAYLI ALFORD FCMP2020-0004.pdf FCMP2020-0004.pdf 0 Printed: Wednesday, February 15, 2023 3:19:04 PM 3 of 3 CENTRALSOUARE 1 r Bulleli n 006 Rev, I co Model RFC30 (SIN RA0611 ) S. Model RFC43 (SIN RA061 2) 9 Model FC49 SIN RA01) 0 R 11abi Residential Flat Concealed � Sprinklers - A Residential Fiat Concealed Sprl nkler engineered for a minimum design denaliy of 0.05 gpnv1V with low GPM rerqu lremenfs. Features 1. Vet law water flow requirements. }�� y}�yjy�r�;4 '�,{, T i i5 .V7 •7.V: �75!'::. �:7.1r r+r . 2. Cower plate attachment (Plain or }uurr��: mth'h- (13m) Tota ad' tment. �Rss•.. ti{r;rr,ii �Performed) Thread-tnlThrsad-Off trPush-On/Thread !13. !',, r•,>k;•, ,;,,,' . �, Off cover attachment option. 4. Smooth aesthetic ceiling profile. 5. Available in brass, chrome and black plated Plain Cover Plate or painted finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Nullnbrerwrl y' K Product Descriptirl n r Model RFC30, RFC43 and RFC49 Concealed Residen- l �s tiEd Sprinklers are fast response repidenfial fusible solder �' '+•• link automatic sprinklers. Residerftia.i sprinklers differ from standard sprinklers primarily in iheV response time and water distritwtlon pasterns. Perforated Gover Plate l+/lodel RFC30, RFC43 and RFC49 spr ink.em disc harge water in a hemisprlertcai pattern below the sprinkler de- and positively attached and blends into the nailing. Corr, flector, Resiaential aistrbution patterns are higher and ceasing the most dependanle lire protection available, an generally contain a fiber droplet size than standard sprin- automatic 9prirdder system• kier patterns. Tne F1F=C30, RFC43 and RFG49 are UL Listed Residen- The combination of speed of operation and high dis- tiai Sprinklers to be installed in the residential portlons charge pattern required for resirtential sprinklers has of any occupancy in accordance with NFPA 13, 13R, & dermnstrated, in fire testing, an ability for controlling 13D, residermal fires, and thereby providing significant evacu- The RFC30, RF043 and RFC49 can reduce the need anon time for occupants, for precise cutting of drop nipples. The threaded cover The RFC30, RFC43 and FIFC49 Sprinklers provide the plate assembly can be adjusted without tools to fit ao- oestform orfire protection bycorngiring an attractive ep- ctrately against tree ceiling. me tire protection system pearanoe ana 15" (13mm) of cover adjustment for ease need not be shut down to adjust or remove the cover as installatlon. The small diameter cover plate is easily plate asse=Ay, The Reliable Automatic Sprinkler Co., inc.,103 Fairview Park Drive, Elmsford, New York 10523 Thread Nominal Sprinkler p CGP A 8aembiY Max. Ambient K Max, Model Size Orifice Temp Rating Temp. Rating Temp.QC Factor Pressure {SIN} inch (mm) Inca (mm) psi (bar) _ °F ac QF rsC a RFC 3C# 2" (i 5) - ,�. ;8,2, 16b 74 s e7 5 1:',':r 3 8 r,' 1 3.0 '43.2, 175 (2:; 1 {RAt611 } RFC 43 ' "A ;10) 16E 74 1.35 7 10t] c3 4.3 (62) 17 (12) ' (RA0612) RFC 49 t 5 /a' ••1aS =/, (11) 11» %4 r 3a c, 17rJ 3 S 4.9 (Ifi.�i) 175 (12) [RAt3616} Nato 1 mr - 1 W Kpa RFC30 Max. Coverage Max. Spacing area Ft x Ft (m x m} Ft (m) ordinary Temp. Rating (165°Fi/4� ) Tops of Deflector to Ceiling. Inch (mm) Installation TY[� Minimum Spacing � Ft (n'I) Flog Pressure GPM (Umin) PSI (bar) 2 x 12 (3,6x 3,6) 1 12(3, 6) 9 (3n,1) a.l) (0,82' 5mr:o.7t5 Csilmgo :210 1 (13 to 25A) Searmd Ceilings T Gr NFPA 13D, 13R ar Cuncealed 6(2.4) 1 4 x 1 . (rt,3] 1C (37,3) 1 [, 0, 76, 13 installed ... b .zms �2 !c• (1; to 25.4) Fbr .r eirM q ?ypss rO;f r to NFPA 13, ' 3R ar 13D RFC 43 Max. coverage Max. Spacing ordinary Temp. Rating (165"F/74°C) Top of Deflector inslallWon Minimum area Ft x Ft (m x m) Ft (m) to Ceiling Inch (mm) spacing Type I Ft m ( ) Fiow Pressure GPM (Umin) PSI (hat) I 12.x 12 3,6 x 3,5) 12 (3,e) 12 (4,5) 7..8 (01,54) Smooth, Ce.lings',• to 1 (13 tc 35.4; 14x14.114,3x4 (4,3) 13 W) S1,1'0,63) 16 x 18 (4,9 x 4,9) 16 (4,9) 13 (ug) +.1 (10,63) Beamed Ceilings tier ?NFPA 130, 13R or 13 Ctal; d u7 bGamsto 1 r,13 to 25.4), Ccrioaa•.ad 6(2,4) 18 x 18 (5,5 x 5,5) 18 (fs,5j 18 (68) 1 7.5 (1,21) i i 20x20(S.. x5.1, 3G+6,i1 2' (7?) 2,3.6`1,54; Far Ceilingtypcs rc;lur to NFPA 13, 13R or 1301 RFC 49 Max. Coverage Max. Spacing Ordinary Ternp. Rating o a (165 FlP4 C) Top of reflector Instailetlon minimum! r S pacIng Flaw — — Pressure area Ft x Ft (m x m) Ft (rn) I cCeiling (imm Type Ft (m) GPM(L./min) PSI bar 12 x 12 (3,6 x 3,6) r' ,6) 131,49) Srnootr� Cedi-gs 14 tb 1 (.1310 25.4i •. 14 x 14 (4,3 x 4:3) 14 (4,3i 13 (49) 7 L (0,48) 16 x 15 (4 {+ x 4,9 '6 (4,91 13 (49j 7.7 ;0,4Si 0aamSd Ceiiii gs per NFPA 13G, 13R rr 13 instaiied in bearns'fh to 1 (13 to 25.4) [:r i s� a:;l-^ :s (2,4) 18 x 1s (5,5 x 9,5) 1a (�,�) 17 (64,3) 12.0 (0,63) 20x20(6,1x6,1 207 6,1) 20(76.73) 16.7(1,14) F'or Coding types rctrnr to INI A. 13, 13R or 13.0 B.Aletin 135 4m. L Modd F1 c rt Rwidenffd SpriW= for 8 Demon D nsiiy of A5 g� Mvdei F1 Dias Spdrft rs w ginea W for ft bwag flows is mast the minimmn design density 0of AS gprtNt¢ Types: F1 F3es 30 Pe-ldent 2, F1 Fies 30 Remised Pencerrf2 3. F1 Res 30 FWoessed PemarrFP I 4. F1 Flee 49 Pe dent 5 F1 Pes 49 Recessed PencmrF1 ra F1 Rea 49 Recessed PenceV 7, F1 Fier 58 Pe'rd2nt F 1 Res 30; 49. 5- & 7 B F1 Fee�, 41?, 58 & 75 8, F1 Fees 53 Remised PencerrFl Recessed Pendem/F1 Painsac �endert!=P Fier 5@ HSi+Yi[ 9, F1 Ras 58 Re;wtsed PencsrrFP -0. F1 Pies 76 Pe -di nt 1. F1 Res 76 FWRA edPencerrFl -2. F1 Free 76 RaoaswdPancwFP " 3. F1 Flas 30 MP Pende" '4, F1 Flee 49 r--P Pgn dart -5. F1 Peg 56 COP PondlarT -6. F1 Res 76 COP R3nder t _ 'T F1 Res 44 HS4V IF Res 3C, 49,58 &76 F' Res 44 & 58 F1 =AS 44 %VC '8. F1 Res 44 Rued H5W,F2 CCP Pendent Recewd HSWjF2 -9. F1 Res 5814AV 20, F1 Res 58 HS%VX Hajwml Sid%W spriniUs ns. 5, 6 & 7) are squat' ww- 21, KR89rB HSW i ve when above celkV piping o ro be teed. 22, F1Figs 58FEW ReomedHSWF2 The 3mgjs�lbpendensprinkmpe mtftefripMLse 23. F1 Flee 44 SWC of ro9k[e lib mw stipples ter sprl-9tta• rage r- -asiderltia Listings A Apprmats ire p Twiimdwign. 'rWlowlaw':1 Riast'Prirlkl_srePpeciah @MiremdivNK '. L Md qw UrdwMWs Labora:oriss m and t'rerrlla rmpmm 10 Met tha wansom -re proleolion tlppaca- UL Cand ea `or Canaca ;cULLs, ton r1aa(b of le Ina resdarital maW sla-idards (UL 1T6 S'€ertctrd). Up -on fro eandkims, fin-C hoM casnaepnKss *dnklar's tar 1 D Derlisity: Refer to Bulletin 176 rkz - nsllr rierr it gta99 blur rrrct�aCtic relsaartgtl~e UL Usting Categay 1Ar3tsl y ar 1�1l�NcRottteee130Gto;Etraflydlstlbt�lre diuchsrgecwa1er11;e,;Wolafh- R°aicerclElAumrnale Spdr>kler Technical Datsor: UL Guide Number • Trermai so-w. Solderal Elarnen: (Link) cr Nom nal VWN 3-nm glase-Cuib Pate111Its * 5pnrm9rFr@-ie. Bras9Gastirg US Patent No. E;516,293 apples to the Model F1 Res 49 ■ s-pr�jdam' P eggur0 Rat ng: 175 p91 &58-encenl5prinklers Facto-y FydrosiatcatlyTasled to 500 psi US Patent Nc. 7,353,682 app im to Model F1 Bes 44 &58 - Ttread Subp It APT ;R%) HSWSprirk efs - K-Facto- 0(Q2)lA=eL)-F1F1m3€1PaxIe'r4;WWer US Patent Na 7384,555 appWR to IPalodsl F I Res 44.SV 4.9(73B) IAchia€}-Ft Fles42r�errd�nt inkier sprlrmerS 5.a(£+35frf aij i 1i'aeea�F'ertds[t &t19Jl�rrtidar Pwduct Dewription 7,i3(1J;P~-F1Res h7Perrdut�►riniWsr Model F1 Res Perdrxr sphi*ers 'Fgs 1, 2, 9, & 4) ere ffis: 4A(5%(A: sWA-F1 F1ar.14 -i5n 3r"Or reRaarlE sprir►tlars xrtbrlitges[�lerndvadiirAhigr's 30.*- t Derlaiy M inimim 0. 05 gpmff Ry gl --jo and Icw pr1le cemem de ip The F1 Fles The Reliable Artbmaltic SWLnkler Co., Inc., 103 Fairview Park Drive, Elmsiord, New York 10523 Techrdcal Data: F1 Res 30 Pendent and Recessed Pendent (SIN R3511) ...........----------------•--•------------------------------------ — --.......... 7hr$a-d- Nd rrinal Orifiea i MAX Pro re' nklsr Temp. O'Wt s M=AmWentTamli Actual lC 1 Cisti3tkiar Length 5izo-- Inch(rnrrr) -- { t }.._.. _ , — — 2 ... ') Factor i -Inch irrirn}...-. -�-- _ — j ��x,-.7s 17$(12) iEb I tU _ - 30(43. ) "6[6?) rr?t ] I 175 ! 79 rul�c orplin:r yTemp. Rating I Intormediato Temp, Rating i Nlinirnu[rr IVia . Coverago arm Ft x Ft (m x rn) Ft �s t1 5°frF,6°G'} (117 11PIl�°�5,_ „ .._.._.._.__..._.._.. _...._........................ ._,,. . . Flow i I r re F1ov�r j Preswre Top ref IDAodor to Ceiling i , krah Crnn,0 ft (rn)Spacin� C4PINftlrrr1nl` PSi (ear) ! GfPM(tJmin) PSIt1a�r3 --- ------------ 1 7 +n ?r - t rn ,Cnsi tit_. t2 x 12 a3,§3 x:,F; 12 (3.e�) - F..01 4 ri) i +.0 {C;4ES) 3;?Al,.} i 717 [i1,4Rj I , ,:arigc2ase;t.tc:frr:. i _,.,,._,.,_,_, .,,..,....._.._._._.._._:... -- ...............__._,.,, .....,,,,,_.,,__,,,,,-.. --._....._....__._:.. ....—.. - - ._...._ mtcl Cri'' F , 13D1 13R i " r Bey rr:gs per N tS .2,1, rq,3 fG I,B 11 "� �E?i I ,Bj 1 11 rc,"l°i _ '-i 13 i stiiGd uti ixaR,s t+� b 13d j Gi - 7 t[:4a.4 [moir(r•" E:.;.i1"vn For C -hrg types refer to M PA 13, tan or 'X) Technical data: F1Res 49 Pendent and Recessed Pendent (SIN R3516) Max. Sprinkler Max, Actuai Sprinkler Thread Nrsminak Orifice Pressure Temp. Rating- Arnblent Trrrr�_ K Length Size Iticft (mixs) Psi bar .. `F —' --. _ _ °F _- °}CL __Factr?r Inch ram z' 11f=' Fi y'or 1, 1i5 (12 i1 } '55 7c 68 7? 100 mil, FiFi .. [7r] O 2.25 (57} J Urdinmy Tffnp. Raing Intemnedate Temp- I Ming Top of t7eflector lulintmu[n Max. Coverage area r+Aax. Sp acing 155°F/ 'C 175`F179°G to Ceilirig spacing Row Pressure Fiow Pressure RxFt[rnxm) Ft(rn) Inch(mm) R(m) CPMjLlmin.-- 1 c x 12 (3,5 x 3,6) 12 (3,6) 13 (49) 7 0 (0748) 13 (49, TC, ,0,48) Smrcth C tit ergs '• /4 _o 4 (31 7 to 1CC)) using F2 essxttel ex . 1 to 4 (25.4to 102) using F1 lox 14 (A,3 x 4.3) 14(4,3) 13 (49) 7.0 (0,48) 13 (491 TO (f A0, r�n^ur�hr�or�. P� �urteid C9i i.ngs per {�FPF� 4, (` ' 16 x 16 (4,9 x 4,q) �F (4,4') 3 49 1. [ .) 7 0 (0,48 r 13 `Z4' t J 7.C9 0 .ts) --- -- --------- -.._.._----- ------ -- •�---- ------- 13C, 13R or 13 ms;aliec in 15 x 16(5,5 x ,5] t8 ('.5) 17 (64,3) 12(0,83) 17 (64,3) 12 (U:S3, booms 1.�n t[3 44.4) J-1irig'.-2G-Scutdy' In, 1 tc1-n(25.4to44.4)us[r,gF1 20x20(E,1x1371) 2G(6.1) 2G (7S,7j 1F3-7(1,14 2G.;7 ,?] r 1i,: ,1,14) auatcrtox� For Csi1rg types 46r ro ,WPA 12, 1SR Ur 1310 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 '85 gpmisq-ft. 2. DESIGNED AREA OF DISCHARGE 512 sq.ft. System Demand 1. WATER FLOW RATE 31.3 gpm 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 36.8 psi Installed By Fire Sprinkler Systems, Inc. HYDRA UL 1C NAMEPLA TE N.T.S. PRESSURE REGULATOR TO BE SET AT 60 PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE T 104 2' ELEV. CONTROL BALL VALVE FINISH GRADE I I 0' ELEV. 1 t/" COPPER L 3/4" MASTER METER BLMJ 9.5 PSI LOSS 114" PVC 1" COPPER K METER MAIN 163 70' MAX 1 30' MAX 16 -2' ELEV. 1 Q2 16 -2 ELEV. -2 ELEV. ALT. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) 13DICRC 313.3 GENERAL NOTES 1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE REQU REQUIREMENTS OF OF THHE CITY OF LA NFPA 13D SIRE DEPARTMENT THE 2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION. 3, THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS. 4. NOTCHING DRILLING, OR OTHERWISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER U.L. LISTED. I SIGN INDICATING 6, ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED S G C ATIN G IT'S FUNCTION. 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG. ARE U.L. LISTED AND ARE INSTALLED ACCORDING TO THE I REQUIREMENTS IN THEIR TECHNICAL DATA SEE DETAIL). HANGING R QU � } 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN NFPA 13D, 2016 EDITION. 9, IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS ADDRESSED ON. 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS, 11, RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAXIMUM SPACING (SEE TECH. DATA). 12, PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX. SPACING (SEE TECH. DATA). 13. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G_ LIGHT FIXTURES CEILING FANS, ETC. OR IN ACCORDANCE WITH TABLE 8.2.5.3.2 AND SECTION 8.2.5.1. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 8.2.5.3. 14. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN ACCORDANCE WITH 8.2.5.5. 15. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN ACCORDANCE WITH 5.1.1.2. 16. NFPA13D 8.3.5.1.1 WHERE THE FUEL -FIRED EQUIPMENT 1S ABOVE ALL OF THE OCCUPIED AREAS OF THE DWELLING UNIT, NO SPRINKLER PROTECTION SHALL BE REQUIRED IN THE CONCEALED SPACE. APPROVAL Riven. 71� )lairs and Specifications does rr: n:E the vio a�ion, deletion, omission or faulty ir-E'adatiort of any requirements of Title 24 or any ! c«i Ordinances. Construction shall remain u'c sil le and exposed for inspection purpcses un-;i ;.?;Pm;m�d by t.i_ Fire Department. FOR REFERENCE ONLY PRESSURE REGULATOR TO BE SET AT 60 PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE 104 --- 2' ELEV. CONTROL BALL VALVE FINISH GRADE I I 0' ELEV. 1'/a" COPPER L 1" METER 4 PSI LOSS 1'/4" PVGEs 1" COPPER K 1 O3 UMN -2' ELEV. 7D' MAX 1 DZ 101 30' MAX 1 aD -2 ELEV. -2 ELEV. UNDERGROUND DETAIL N.T.S, (FOR REFERENCE ONLY) AVENUE 51 W-- 2 — AVENUE 52 AVENUE 53 rrn AVENUE 54 @� , W N W 2 1 x 0 W AWN VE tlE lvoonve- t; z 0 0 1ICINITY MAP wRPORT Y BLVD a NT'S VICINITY MAP N.T.S. GRIFFIN RANCH MASTER PLANS TRACT 32879 x PLAN 4700 LA QUINTA, CA. AHJ: CITY OF LA QUINTA LEGAL DESCRIPTION OCCUPANCY: R31 U CONSTRUCTION: V-B STORIES: 1 BUILDING AREA: 5,467 SQFT. FIRE SPRINKLER SYSTEM: DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS_ SCOPEOF WORK: FIRE SPRINKLER DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS RESIDENTIAL WITH A -05 DENSITY WITHIN AREAS. SCOPE OF WORK TO START AT BASE OF RISER (NODE 104). BUILDING SUMMARY i* CONCEALED RES- PENDENT SPRINKLER CONCEALED RES. PENDENT SPRINKLER RESIDENTIAL PENDENT SPRINKLER �} CHANGE IN ELEVATION RISER LOCATION (PER DETAIL) XX NODE POINT FOR CALCULATION HANGER TIC DETAIL CPVC TO SYSTEM — SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED PER 5.1.1.2 G, '/z"MAIN DRAIN VALVE DRAI TO EXTERIOR RUBE R FACED CHEC 3 PSI DSS SYMBOL LEGEND Uj rx Q r C'V At1 Ca•' �1J �„ s ry �.5 .APPROVAL STAMP 1 D 1 V ELEV. FROM FINISH GRADE 1"CPVC RISER 14-1/2" x 30" ACCESS DOOR 55 106 I STATIC 82.8 -10% = 74.52 PSI RESIDUAL 74.82 - 10% = 67.34 PSI 4' ELEV. 105 FLOW 2,300 GPM V INFORMA Truro F4) 2' ELEV. RISER DETAIL N.T.S. o w a w tu � LU m a � ICl C] z co Q a � Q LU LU J a m LU rb $2 cQr d c] o N atv rs � i LICENSE NO.6B46D0 ■ CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL i DESIGN, ENGINEERING AND INSTALLATION i 705 E, HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 0 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 propefty of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a vioiatron of copyright laws without first receiving permission from Fire W W 0 U) LU 0 W z �W V C) M1 M 0) z to 0 w -� r1D�� JOB NO: 31630 DATE- 8/15117 DRAWN BY: M.N. to Cp�l C IF ATION� LR %NW8EfO. t?F CA0 F Si2E - 24' X 36" SCALE N.T.S. IF SHEET IS LESS THAN 24' X WIT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY j SHEETID GENERAL NOTES SHEET FP1 OF FP4 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 = MR, AND 2-HR. DRAINING NOT TO SCALE 1. PRE -RATED GYPSUM WALLBOARDISTUD WALL ASSEMBLY Aj 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, TFIE ANNULAR SPACE RANGE SHALL BE ,MIN, *' TO MAX 1-318 NOTE: FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. E OF ADDITIONAL SEALANT TO BE INSTALLED SUCH THATSMIN SEALANT PLIED WITHIN OPENING. 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. ULlcUL SYSTEM NO. WL2151 HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed $115117 Location CALC AREA X Number of Sprinklers 2 Basis of Design 1. DENSITY .05 mj5 .ft. 2. DESIGNED AREA OF [DISCHARGE 512 sq ft. System Demand 1. WATER FLOW RATE 31.3 rn 2. RESIDUAL PRESSURE AT THE 1 BASE OF THE RISER 36.$ psi Installed By Fire Sprinkler Systems, Inc. PLAN 4700 FIRE SPRINKLER PLAN SCALE: 3116" =1"-9' LASER LATION SIZE - SYSTEM PIPE: 314'thru 3" MATERIAL -CARBON STEEL. FINISH - Mil- Galvanized. L[$TINGIAPPROVAL - *203-Ex 4231. Ex 2551 FUNCTION - Support horizontal piping- CPVC, Copper or Steel - Size 314'- Z' Prevents upward movement of pipe from pendent sprinkler discharge. Stabilize vertical piping - INSTALLATION - Per these instructions including NFPA 13, 13R, 130 and CPVC manufacturers instructions. install Dn horizontal or vertical mounting surface. FASTENERS - UL Listed per NFPA 13 in WOOD: 314" . 3" CPVC PIPE - #905 screw - no pre-drill- 314" - 3" SIM and Copper pipe - #14 x 1 112" SMS or 114"x1 1f2" lag bolt - no pre -drill. n STEEL: min 1S GA- 314"- 3" CPVC, Copper and Steel pipe - 114" or #14 Tek Screw. FEATURES Haig • Offset edge eliminates abrasion. Retainer dimples secure hanger to pipe during installation- ' Requea ired AFCON #905 screw included - 5/16" hex hd. ORDERING - Part # and pipe size - CAN ALSO SE USED TO REPLACE - 9500 Pipe Strap 9520 Tin Strap I- 0 510 FAST. g S? SIZE DIM. 314 O 1 j t 114 11J2 M320 r!j W2 V2 0 J QQ 2 W = on v H cda liJ Q O O < d J C'7 C J J _ J LU n no O � Restrain' No Trial Rpe Size (in.) Y4, T' 1'/ti 1V 2' 2V r 3W 4" 5' 6" S" Steel pipe ozapt threaded MA 12'-0' 12-0" 75'-0" 15'-0* 75-0' t5"-0. 16A" 15'-0 1 5' 0" 15.0" 45' 0 lightxral Threaded Iighlwall steel NIA IZ-0' 12'-0' 12'-V' 1X-0' 12'•0" 1Z-T NIA NIA NIA WA NIA pipe Copper tube 8dY $'-0" 14'-0" 10.0 12'-IY 17-0' 124" 16-T 15'-W 15'-D" 16-T 15-0 CPVC 5'.6* fi-ff" 6'-0" T-0" 8'-0" e'-D" 1010" NIA N/A NIA NIA VA Pciputylane (IPS) WA V-9' 4'-7' 9-0" 5'-11" NIA WA NIA WA NIA NIA WA Polybutylene ( rS) 2'-11 " X4 N-t V X-5' V-5' WA WA NIA NIA NIA NIA WA Ductile iron pipe NIA WA NIA NIA NIA 15'-0" NIA MA 15-C' NIA 15'-0" 15'-0 AFCON 510 HANGER 5 TEEL -COPPER NOT TO SCALE SIZE - SYSTEM PIPE- 314" thru 2" MATERIAL- Carbon Steel - FINISH - Ma- Glavanized- LISTINGIAPPROVAL- W 203-EX 4231, Ex 2551 PATENT- No. 6.648,278. FUNCTION - Support horizontal piping CPVC, Copper or Steel. Provides listed verticallhorizontal restraint and prevents upward movement of pipe from pendent sprinkler discharge. Stabilize vertical piping. INSTALLATION - Per these instructions including NFPA 13. 131R, 130 and CPVC manufacturers instructions. Install on horizontal or vertical mounting surface. Snap over pipe then squeeze strap back allowing pipe to slide freely - When #W5 threads are exposed Ln woad. install #9DE backing nul- FASTENERS - UL Listed per NFPA 13 WODD - CPVC pipe - #905 screw- no pre drill, Capper and Steel pLpe - #14 SMS or 114 "x1 V2" lag screw - no pre -drill. Thru 518" gypsum board - lag screw. STEEL - min. 18 G . - CPVC, Copper SW I p pe 114" or #14 Tek Screw - CONCRETE: Required minimum load each fastemer = 5 wt +250lbs, 2 FEATURES 1 112" Offset - loose fit aildWS pipe to slide - Common center -line for 3A" and 1". offset edge eliminates abrasion. AFCON #905 screw included - 51167' hex head. ORDERING - Partfs and pipe size. AFCON 9906 backing nut sold serparately 4—f- Jt�est' HangeNRestrainer Nominal Pipe Size (in) 1'h" Z 21•" Y' 3'/:" 4- 5' 6" S Steel pipe except threaded WA 12'-o" 12-0" 15'-0- 16-0" 15-0" 15-0" 1 64" 16-0' 164Y 15.0" 15'4 lightwall Threaded hghtwall steel NIA 12-0" IZ-0" 12'-4' IZ-0" 12'-0' 12'-0' NIA NIA NIA NIA WA pipe Copper tube 8 0" 8' 0" 10 -0" 10 0- 12-0 12' D" 12 -0" 15'-0" 15' 0" 75'-0" 15' 0' 15'-0' CPVC 5' 6' V-0" 6'•6' T-0" 8'-0" 9'-0" 100" NIA NIA NIA WA NIA Polytwtylene (IPS) NIA 3'-9' 4'-7" 5'-0' 5'-11" WA NIA WA NIA NIA NIA WA PolybubAone (CTS) 2'-11" 3W Y-11' 4'-T 5-5" NIA NIA WA WA WA NIA NIA Ductile iron pipe WA NIA NIA NIA NA 15'-0" NIA WA I6-0" NIA 15'-0" 15-0 AFCON 514 HANGER STEEL - COPPER - C. P. U. C. NOT TO SCALE APPROVAL Riverside County Fire Department D1 fic rshal By: - — a�, ;lpproval 01 plans and speoific tions does not 'ifi-it the violation, deletion, orris:>sian or faulty _t311dfinn of any requirements cf Title 24 or any <<i[ 01 dindnces. Constructlori shc0i remain accessible and exposed for inspection purposes until apprcv� by the. Fire Department. FLOOR AREA - TOTAL LIVING AREA - GARAGE AREA- 42e � ZZ � %=< bilize CLi m d Hut, W0KKUR LICENSE NO, 684600 ■ CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL r DESIGN, ENGINEERING AND INSTALLATION r 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951.272-2535 ■ The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire SDrinkler Systems- 3 C3 ZZn— o LLU w S cY] r� rb N on CD W Z 13:ri iY L W ~ � —.1 J H a U rn ca as , o.Qm r r �Z Cj J IS3� rnw ❑7W � O LL wZ aZ L�tj �� OL C? Lt-ILLI � J � ppt d Q C134 J J LULLJ J 0 a ti "r ZZ � ZZ a U of 2! 4 LC LLJ ti w m Z !;3 04 C J v H 4,700 SQFT. JOB NO- 31630 41700 SQFT. 767 SQFT. DATE-. 8/15117 DRAWN BY: M.N. DESIGN AND AND INSTALLATION SHALL PA 13 CONFORM TO NFD, 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 245gR- (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. 82.5-6 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. I ON CLA ICATION * F-16 SE OF cAVxk SIZE - 24" x 36' SCALE 3116" = T IF SHEET IS LESS THAN 24" X W IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID FIRE SPRINKLER PLAN SHEET FP2 OF FP4 OPT. GAME ROOM SCALE: 3/16" = f-0" (-.ARAf,1: ODTlOKI IL. ..... .... ........ 7 FTWINE Ri I0'-0" CI Vf NO CHANGE OPT. WINE ROOM SCALE. 3116" = V-Q" A— t op A�-I I I I ! I ! I i It I I......-- ..�._...._ .1 I LP M $'-fi"CLG. SOFFIT -! �. CV 4- ..... v; 5, 16' 12"x$" WOOD BEAMS,1'YPICAL� a T-6' 0 co GREAT ROOM 13'-0" CLG. -e 16' Aft 5' = ........ ----- _ 00, - a 9 FLEX ROOM I OPT. GAME BOOM p, 12'-0" CLG. I ! "• ` 1'-7" r 4' 8'-6" CLG. SOFFIT 12'x7" WOOD BEAMS, TYPICAL i IL — — — — — — I / r OPT. WOOD BEAMS SCALE: %" =1'-V" r \ -3 "+ 1�"x8'JWOOD BEAMS, TYPICAL � 5' [f] tJ 00 12'-0" CLG_ o ( e 8'-6"CLG. SOFFIT, j o GCS 1'-3" 2'4' 8' GLG_ SOFFIT -7 12'-0 CLG. € PPROVAL Riverside County Fire Department Office Naar ha! 13y: The apprOval of plans and specifications does not permit the violation, deletion, omission or faulty installation of arty requirements of T3tie 24 or arry Local Ordinances. Constructlon shall remain accessible and exposed For inspection purp.-E-es a;: F- Q _ J � W CJ O ee� 17G1 z a o � � a W n o o cn Lil LLU o0 d m C!7 d °o a0 47 M W 'ter' r r N Q m cfl LO O o 9:2 — 41 v r� LICENSE NO.684600 CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL s DESIGN, ENGINEERING AND INSTALLATION • 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-945-3473 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 Flare 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 U) z O `ter 1 CL O 0 0 ti i? 2 4 0 zz Of !J! t` F-N C3 LIU J � U d JOB NO: 31630 DATE: 8/15/17 DRAWN BY: M.N. ION Q 0 IFI TION 9 LL a * IC s 6QQ 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 OPTIONS SHEET FP3 OF FP4 Table A • One Point of Restraint R R j 1V9Ak. 1Wax.k arm -Paint es t sin Restraint RESTF� NT RESTRAINT ONE -POINT ONE -POINT Nominal "R„ pipe Size T[6,9 ess tharf Greater than ANSI Inch 100 T�i 7U0 psi p{,l bar} [6,8 czar] pM20 {0,23 my 10,15 rn] C3N25 (R,34 m} (0,28 Fn) 1-714 S'-4- 1'" i61,tn A . Turn Paints of Restraint Nominal Pipet r'S" "s" Size Less than Greater than ANSI inches 100 psi 700 psi pN (13,9 roar) [6,9 her] oN20 (1,22 m) i13,81 mJ 1 01425 (7,52 my [1,22 my t]N92 (1;83 m) [7,52 m] IJN40 - oN60 [2.13 my [2,13 m] s [--MAX, TWO -Point ANY r)ISTANCE Vertical Restraint NESTrWINT Twa-POINT .m+ruur RUdS ' Garage InstasfAua Speeifilealislas shall only apply for the installation of UL tested BVaxeMa5tar1 GPVC pipe and IltfinQs Ip garages requiring ssrinklsr proteclian pro NFPR t90 and NFPA 13R. Theca Standards are deRned in NFPA codes emitYnd't}ne and Two Fadriiy On'¢Ihngs add Mdhlle NNnes' and in 'Residential Occupancies up to tour Sidnes In. EteigM'. As rerMerw;ed in NFPA 130 Section 94.4, •Sprinseers drenot required in garages, open atladled porches, carpals Of Snwlersrructures' The insiellatian or TFP 5aa;eNLas[ar sprinkler pipe and IiRings [or use in garages requiring spr8tkier protedidn Per NFPA 18R Is only applicable to the kfL Listing of Ihis product RegUiremen43 fqr Pipe, Rttings, SalVenl Cement Systems, System Ces+gn, Installation. Freeze Prd[ed}lon, and Penatra[inp Fire Relaled'Halls and Parkpons are covered in Ihis installation and tt:chdlcal handbook. Please read these sections of the manual caretulty print to designing or installYng TFP 81a2elkaster pipe and 1Riir°g'S tpr garage installaGdns- Fhe ins,alFatloa of TFP 81ateMas,er PIPe oral Ilttlpps In garages rapuil[ag s'rI,lklerel Is only tlL LlsSed and is not C-UL Llstad. • Insraudtlan Requirements - ProtecGPro: TFP WaY¢Master GPVC plpn and dtlings shall be Installed cpncealed behind protection canSis[inq IN a minimum of one layer Of s!i tnllk 9YPSum wallboard or'h-miCk psgxood . SPrrndrSsr Requirements- ilL Llsled, 4Uick response, aranpard coverage. Pendant or sidewall sprinklers oath a 225'F [tU7°CI mastmpm lensperature rasing shall he utilized. NI sprinklers shad he inshaletl per sit¢ manutaelurer's published jnslaUa�aR inStruCtlans. - InS[al6alipa Standard- The Listing tar Garage Inslalla[lons snail peaiam to tl3ase occadanekes derived by NFPA 13R. fill1knRilm In acCardsnce with the llL Listing, TFP BlaxerAa4ter CP1+C pipe and linings may 6e used as SySlsm risers in acrArdan[ai with NFPA 13,130 and 13R when aVDleGt totde,olkrW'inq actrtihanal limitaiidns: ]. when installed pmfected (concealed) In accordance with NFPA 130 and 13R, the minimum protection shall Qpnsisi of eiUrer arse layer o! sls [9.5 mm) on,ek 9yDs19m Maghatrrf or'h' I127 mmj thick Plywood. 2. when idsSalletl vdthout protaeuan (ezpnsed) inaerardancewith NFPA 13, 134 and 3841, the fallouting IimitaGdns shall apply: • The riser shop be installed iaeldw a smaoti+, flat, dd+rZonlal ceiing panslrndiorr. A Lrsled rt%idenlial pendent Sprinkler is to he mslalled vnlh its defleclar at She distance from the ceiling specpled in th¢ sR+inkier Lis6nq. OR The riser 31haR be installed below a harixdnlil unfinished hasemrxli Caging (in accordance with NFPA +.30j Cpnslructed vtilipng nominal 7 x t0- or nominal: 2' x SE' n>apoSad solid wood joists on t6' centers. A Listed resid¢nliat pendent sprinkler is is he inslaped vniri us deflector a maximum of tel: 6dov+ the hatrnrrt Of the slid xeod foist in anliCipatfon of hllrlfe Ins43arion of a Bfllsfied telling. When installing TFP Rtaxeldasler CPSrC Pipe and fpkngs in eoP{Unclian ydlN 2• x iT solid wood iaisis, the maximum system working pressure under tldwing cdndirians shall not exceed 100 psi aril the masamum system working pressure under static taonrlpcvingi candilians shall obi exceed 175 psi. -The Listed residerdiat R¢ndnnt sprinkler is to have 155°F (68°G) mailroom temperaprre rating and is Fo be instilled at a maxmum itorQontai distance or 12 inches from the oenlerline a the, scar, The sS's[em is to he designed based upon kite LYsled pews for UYa spririlder selected e]ocepl that Ina flow Fora singe sprinkt¢r 9r multiple sprinklers ahall not be Ins than 11 gpm per sprinkler. Fig. 29 - ❑cobra Offset Hanger &Restrainer for CPVG Plastic �` �LiSfR Pipe Size Range — Available in 314" and 1 " pipe sines Material -- Pre -Galvanized Steel Ftlrtctfort —intended to perform as a hanger and restrainer for GPVC, plastic fire sprinkler pipe. Provides double offset 1 '/a" x I h" from mounting surface. This desit;tl will ease installation by eliminating the need for wood block extension and allow retrc�-fit attachment of hanger to sprinkler Pipe. Features — Thumb tab provides protection to restrain pipe in rough job sit@ conditions, 'lab is not required to be bent for Fisted installs#Ian_ • Offset edge eliminates abrasion- • Attaches easily to wood structure with two specie! #io x 1 hex head self -threading screws furnishes 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 - Approvals —Underwriters' Laboratories Listed in the USA (t1L) and Canada {cUi.) as a hanger and restrainer to support flft; sprinkler systems. Meets and exceeds requirements of EUFi'R 13, 13R and 1317, Finish —Pte-Galvanized Order By —Figure number and }pipe si-ca• AAi ENT pENakhlG r Single Offset rs •- e s;rECd hzx f'sad self tappr[g or a;:er IlsSiai121=.$t W :I r n»r`'inn to Nw Nrn 1:i4 is ,DT TTTF1_TVr-W qFCTT%f_1N ... V _3:UJ Cn CLiu <10 n 0 J L 1 W A] � z � ti 0 FIRE T Fti ci rw M �- Sr -a Nw;aAkWi ■ LICENSE N0.68460D • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENGINEERING AND INSTALLATION i 705 E, HARRISON ST., SUITE 204 CORONA, CA 92879 PH • 8010-915•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 thB sole property of Fire Sprinkler Systems, Inc- and that arty use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire U �4 W ti c Na: 31630 DATA: 8115l17 DRAWN BY. M.N. C-C ION � CLY FICA�arl ti -1 � * EN N0. OF CAL1Fd��'7- 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 FP4 OF FP4 DATE: 11/16/2018 S:�2017\31630\CALCS\4700.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 4700 104k TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 11/16/2018 File No: 31630 Data File Name: 4700.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 Fl 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 (Inel. 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 20.0 18.0 15 25.0 74.5 52.5 1 20.0 18.0 15 25.0 74.5 52.5 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. RECEIVED JAN 2 8 2020 CITY OF LA QUINTA DESIGN AND DEVEWPMENT DEPARTMENT DATE: 11/16/2018 S:\2017\31630`CALCS\4700.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing 1 sprinklers flawing 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 6.05 52.5 ---- 25.0 6.06 52.5 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 46.5 ---- 0.17 0.00 46.5 2 101 1.00 -4.0 -2.0 ----- ---- 25.0 0.17 46.5 ---- 25.0 0.17 46.5 150 102 0.995 0.0 ----- -2.0 ----- ---- 0.17 0.00 42.3 ---- 0.17 0.00 42.3 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 42.3 ---- 25.0 3.45 42.3 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 38.8 ----- 0.04 0.00 38.8 4 103 4.00 LG ---- -2.0 ----- ---- 25.0 0.37 38.8 ---- 25.0 0.37 38.8 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 36.7 5 0.05 1.73 36.7 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 36.7 5 20.0 0.48 36.7 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 35.4 ---- 0.07 0.87 35.+4 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 35.4 ---- 20.0 0.07 35.4 150 106 1.101 0.0 ---- 4.0 ---- ----- 0.07 0.00 32.3 ---- 0.07 0.00 32.3 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 1.16 32.3 ---- 20.0 1.16 32.3 150 10 1.101 10.0 ---- 11.0 0.07 3.03 28.1 ---- 0.07 3.03 28.1 8 10 4.50 L ---- 11.0 ---- ------ 20.0 1.78 28.1 ---- 20.0 1.78 28.1 150 11 0.874 4.0 ----- 11.0 ---- ---- 0.21 0.00 26.4 ---- 0.21 0.00 26.4 9 11 75.00 LB6R ---- 11.0 ---- ---- 10.0 5.11 26.4 ---- 10.0 5.11 26.4 150 12 0.874 13.0 ---- 11.0 ---- ---- 0.06 0.00 21.3 ---- 0.06 0.00 21.3 10 12 2.00 L ---- 11.0 ---- ---- 10.0 0.35 21.3 ---- 10.0 0.35 21.3 150 13 0.874 4.0 ---- 13.0 ----- ---- 0.06 0.87 20.0 ---- 0.06 0.87 20.0 11 13 3.00 LR ---- 13.0 ---- ---- 10.0 0.46 20.0 ---- 10.0 0.46 20.0 150 14 0.874 5.0 ---- 13.0 ---- ---- 0.06 0.00 19.6 ---- 0.06 0.00 19.6 12 14 8.50 B ---- 13.0 ---- ---- 20.0 2.41 19.6 ---- 20.0 2.41 19.6 150 15 0.874 3.0 ---- 11.0 4.71 20.0 0.21 0.87 18.0 20.0 0.21 0.87 18.0 13 14 15.50 2L2R ---- 13.0 ---- ---- -10.0 1.48 19.6 ---- -10.0 1.48 19.6 150 16 0.874 10.0 ---- 13.0 ---- ---- -0.06 0.00 21.1 ---- -0.06 0.00 21.1 14 16 41.50 L2B4R ---- 13.0 ---- ---- -3.8 0.53 21.1 ---- -3.8 0.53 21.1 150 17 0.874 14.0 ----- 13.0 ---- ---- -0.01 0.00 21.6 ---- -0.01 0.00 21.6 15 17 4.50 R ---- 13.0 ---- ---- 0.0 0.00 21.6 ---- 0.0 0.00 21.6 150 18 0.874 1.0 ---- 13.0 ---- ---- 0.00 0.00 21.6 ---- 0.00 0.00 21.6 16 17 14.00 4LBR ---- 13.0 ---- ---- -3.8 0.32 21.6 ---- -3.8 0.32 21.6 150 19 0.874 20.0 ---- 13.0 ---- ----- -0.01 0.00 21.9 ---- -0.01 0.00 21.9 17 19 4.50 13 ---- 13.0 ---- ---- 0.0 0.00 21.9 ---- 0.0 0.00 21.9 DATE: 11/16/2018 S:\2017\31630\CALCS\4700.rdf Page 3 150 20 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.00 21.9 ---- 0.00 0.00 21.9 18 19 39.00 L2B3R ---- 13.0 ---- ---- -3.9 0.49 21.9 ---- -3.8 0.49 21.9 150 21 0.874 13.0 ---- 13.0 ---- ---- -0.01 0.00 22.4 ---- -0.01 0.00 22.4 19 21 1.00 L ---- 13.0 ---- ---- -3.8 0.05 22.4 ---- -3.8 0.05 22.4 150 22 0.874 4.0 ---- 14.0 ---- ---- -0.01 0.43 22.0 ---- -0.01 0.43 22.0 20 22 29.50 L3R ---- 14.0 -- -3.8 0.35 22.0 ---- -3.8 0.35 22.0 150 23 0.874 7.0 ---- 14.0 ---- ---- -0.01 0.00 22.4 ---- -0.01 0.00 22.4 21 23 1.00 L ---- 14.0 ---- ---- -3.8 0.05 22.4 ---- -3.8 0.05 22.4 150 24 0.874 4.0 ---- 13.0 -0.01 0.43 22.8 ---- -0.01 0.43 22.8 22 24 22.00 L2R ---- 13.0 ---- ---- -3.8 0.26 22.8 ---- -3.8 0.26 22.8 150 25 0.874 6.0 ---- 13.0 ---- ---- -0.01 0.00 23.1 ---- -0.01 0.00 23.1 23 25 40.50 B3R ---- 13.❑ ---- ---- 0.0 0.00 23.1 ---- 0.0 0.00 23.1 150 26 0.874 6.0 ---- 13.0 ---- ---- 0.00 0.00 23.1 ---- 0.00 0.00 23.1 24 26 40.50 3B3R ---- 13.0 ---- ---- 0.0 0.00 23.1 ---- 0.0 ❑.00 23.1 150 25 0.874 12.0 ---- 13.0 ---- ---- 0.00 0.00 23.1 ---- 0.00 0.00 23.1 25 25 21.00 D2R ---- 13.0 ---- ---- -3.8 0.25 23.1 ---- -3.8 0.25 23.1 150 27 0.874 5.0 ---- 13.0 -0.01 0.00 23.3 ---- -0.01 0.00 23.3 26 27 18.00 B4R ---- 13.0 ---- ---- 6.3 0.61 23.3 -_-- 6.3 0.61 23.3 150 28 0.874 7.0 ---- 13.0 ---- ---- 0.02 0.00 22.7 ---- 0.02 0.00 22.7 27 28 2.00 L ---- 13.0 ---- ---- 6.3 0.15 22.7 ---- 6.3 0,15 22.7 150 29 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.87 23.5 ---- 0.02 0,87 23.5 28 29 36.00 L8R ---- 11.0 - -- 6.3 1.17 23.5 ---- 6.3 1.17 23.5 150 30 0.874 12.0 ---- 11.0 ---- ---- 0.02 0.00 22.3 ---- 0.02 0.00 22.3 29 30 2.00 L ---- 11.0 6.3 0.15 22.3 ---- 6.3 0.15 22.3 150 31 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 21.3 ---- 0.02 0.87 21.3 30 31 2.00 LB ---- 13.0 ---- ---- 6.3 0.22 21.3 ---- 6.3 0.22 21.3 150 16 0.874 7.0 ---- 13.0 ---- ---- 0.02 O.OD 21.1 ---- 0.02 0.00 21.1 31 27 3.00 R ---- 13.0 ---- ---- -10.0 0.23 23.3 ---- -10.0 0.23 23.3 150 32 0.874 1.0 ---- 13.0 ---- ---- -0.06 0.00 23.6 ---- -0.06 0.00 23.6 32 32 2.00 L ---- 13.0 ---- ---- -10.0 0.35 23.6 ---- -10.0 0.35 23.6 150 33 0,874 4.0 ---- 11.0 ---- ---- -0.06 0.87 24.8 ---- -0.06 0.87 24.8 33 33 19.00 LBR ---- 11.0 ---- ---- -10.0 1.57 24.8 ---- -10.0 1.57 24.8 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.06 0.00 26.4 ---- -0.06 0.00 26.4 DATE: 11/16/4018 5:\2017\31630\CALCS\4700.rdf Page 4 Legend: F - 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 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 Fitting Code Letters: 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 8 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 10.70 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 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 2 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 0.08 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.01 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 DATE: 11/16/2018 S:\2017\31630`CALCS\4700.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 4700 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 2 Datef 11/16/2018 File No: 31630 Data File Name: 4700.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 F1 Conc .Pend.(16xlG) K=4.90 Calculated K Factor for Arm -Ovens & Drops: 1.0 ft. x 0.874 in. Drop: K=4,71 (Intl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Intl. 1 Tee & 1 Ell) PILE 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 Flawing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 20 18.0 74.5 33.6 2 13.0 7.6 20 31.3 74.5 57.8 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 11/16/2018 S:`201?j3163O\CALCS�47O0.rdf Page 2 RESULTS OF ANALYSTS 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 Pp PT HWC NOD DIA E4V.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*{GPM} FL/FT PE tPSl} 1 100 30.00 BG ---- -2.0 SRCE ---- 18.0 3.29 33.6 ---- 31.2 9.15 57.8 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 30.3 ---- 0.25 0.00 48.6 2 101 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 30.3 ----- 31.3 0.25 48.6 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.09 0.00 26.2 ---- 0.25 0.00 44.4 3 102 70.00 3L ---- -2.0 -- - 18.0 1.88 26.2 ---- 31.3 5.23 44.4 150 103 1.360 24.0 ---- -2.0 ----- ----- 0.02 0.00 24.3 ----- 0.06 0.00 39.1 4 103 4.00 LG -_-- -2.0 ---- ---- 18.0 0.20 24.3 ---- 31.3 0.55 39.1 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 22.4 5 0.08 1.73 36.9 5 104 2.00 L ---- 2.0 -5 5 13.0 0.21 22.4 5 26.3 0.79 36.9 150 105 1.101 5.0 --- 4.0 ---- ---- 0.03 0.87 21.3 ---- 0.11 0.87 35.2 6 105 1.00 -3.0 4.0 ----- ----- 13.0 0.03 21.3 ----- 26.3 0.11 35.2 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 18.3 ---- 0.11 0.00 32.1 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.52 18.3 ---- 26.3 1.92 32.1 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.03 3.03 14.7 ---- 0.11 3.03 27.1 8 10 4.50 L ---- 11.0 ---- ---- 13.0 0.80 14.7 ---- 26.3 2.95 27.1 150 11 0.874 4.0 ---- 11.0 ---- ---- 0.09 0.00 13.9 ---- 0.35 0.00 24.2 9 11 75.00 LB6R ---- 11.0 ---- ---- 4.8 1.31 13.9 ---- 10.0 5.06 24.2 150 12 0.874 13.0 ---- 11.0 -- _ 0.01 0.00 12.6 ---- 0.06 0.00 19.1 10 12 2.00 L ---- 11.0 - 4.8 0.09 12.6 ---- 10.0 0.35 19.1 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.01 0.87 11.7 ---- 0.06 0.87 17.9 11 13 3.00 LR ----- 13.0 ---- ----- 4.0 0.12 11.7 ---- 10.0 0.46 17.9 150 14 0.874 5.0 ---- 13.0 ----- ----- 0.01 0.00 11.5 ---- 0.06 0.00 17.5 12 14 8.50 B ---- 13.0 --- 0.0 0.00 11.5 ---- 0.0 0.00 17.5 150 15 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.87 12.4 ---- 0.00 0.87 18.3 13 14 15.50 2L2R ---- 13.0 --- 4.8 0.38 11.5 ---- 10.0 1.47 17.5 150 16 0.874 10.0 ---- 13.0 _--- ---- 0.01 0.00 11.2 ---- 0.06 0.00 16.0 14 16 41.50 L2B4R ----- 13.0 ----- ---- 7.2 1,76 11.2 ---- 15.8 7.50 16.0 150 17 0.874 14.0 ---- 13.0 ---- ---- 0.03 0.00 9.4 ---- 0.14 0.00 8.5 15 17 4.50 R ---- 13.0 ---- ---- 0.0 0.00 9.4 ---- 13.3 0.54 8.5 150 16 0.874 1.0 ---- 13.0 4.71 ---- 0.00 0.00 9.4 13.3 0.10 0.00 7.9 16 17 14.00 4LBR ---- 13.0 --- 7.2 1.08 9.4 ----- 2.5 0.15 8.5 150 19 0.874 20.0 ---- 13.0 ---- ---- 0.03 0.00 8.3 ---- 0.00 0.00 8.3 17 19 4.50 B ---- 13.0 ---- ---- 13.0 0.71 8.3 ---- 13.0 0.71 8.3 DATE: 11/16/2018 S:\2017\31630�CALCS\4700.rdf Page 3 150 20 0.874 3.0 ---- 13.0 4.71 13.0 0-09 0.00 7.6 13.0 0.09 0.00 7.6 1$ 19 39.00 L2B3R ---- 13.0 ---- ---- -5.8 1.10 8.3 ---- -10.5 3.30 8.3 150 21 0.874 13.0 ---- 13.0 ---- ---- -0.02 0.00 9.4 ---- -0.06 0.00 11.6 19 21 1.00 L ---- 13.0 ---- ---- -5.8 0.11 9.4 ---- -10.5 0.32 11.6 150 22 0.874 4.0 ---- 14.0 ---- ---- -0.02 0.43 9.1 ---- -0.06 0.43 11.5 20 22 29.50 L3R ---- 14.0 --- -5,8 0.77 9.1 ---- -10.5 2.32 11.5 150 23 0.874 7.0 ---- 14.0 ---- ---- -0.02 0.00 9.9 ---- -0.06 0.00 13.8 21 23 1.00 L ---- 14.0 ---- ---- -5.8 0.11 9.9 ---- -10.5 0.32 13.8 150 24 0.874 4.0 ---- 13.0 --- - -0.02 0.43 10.4 0.06 0.43 14.6 22 24 22.00 L2R ---- 13.0 ---- ---- -5.8 0.59 10.4 ---- -10.5 1.78 14.6 150 25 0.874 6.0 ---- 13.0 --- -0.02 0.00 11.0 ---- -0.06 0.00 16.4 23 25 40.50 B3R ---- 13.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 16.4 150 26 0.874 6.0 ---- 13.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 16.4 24 26 40.50 3B3R ---- 13.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 16.4 150 25 0.874 12.0 ---- 13.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 16.4 25 25 21.00 B2R ---- 13.0 ---- ---- -5.8 0.55 11.0 ---- -10.5 1.65 16.4 150 27 0.874 5.0 ---- 13.0 - -0.02 0.00 11.6 ---- -0.06 0.00 18.0 26 27 18.00 B4R ---- 13.0 ---- ---- 2.4 0.11 11.6 ---- 5.8 0.54 18.0 150 28 0.874 7.0 ---- 13.0 ---- ---- 0.00 0.00 11.5 ---- 0-02 0.00 17.5 27 28 2.00 L ---- 13.0 ---- ---- 2.4 0,03 11.5 ---- 5.8 0.13 17.5 150 29 0.874 4.0 ---- 11.0 0.00 0.87 12.3 ---- 0.02 0.87 18.2 28 29 36.00 L8R ---- 11.0 -- 2.4 0.20 12.3 ---- 5.8 1.03 18.2 150 30 0.874 12.0 ---- 11.0 ---- ---- 0.00 0.00 12.1 ---- 0.02 0.00 17.2 29 30 2.00 L ---- 11.0 2.4 0.03 12.1 ---- 5.8 0.13 17.2 150 31 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.87 11.2 ---- 0.02 0.87 16.2 30 31 2.00 LB ---- 13.0 ---- ---- 2.4 0.04 11.2 ---- 5.8 0.19 16.2 150 16 0.874 7.0 ---- 13.0 ---- ---- 0.00 0.00 11.2 ---- 0.02 0.00 16.0 31 27 3.00 R ---- 13.0 ---- ---- -8.2 0.16 11.6 ---- -16.3 0.58 18.0 150 32 0.874 1.0 ---- 13.0 -- -0.04 0.00 11.7 ---- -0.14 0.00 18.6 32 32 2.00 L ---- 13.0 ---- ---- -8.2 0.24 11.7 ---- -16.3 0.86 18.6 150 33 0.874 4.0 ---- 11.0 ---- ---- -0.04 0.87 12.8 ---- -0.14 0.87 20.3 33 33 19.00 LBR ---- 11.0 ---- ---- -8.2 1.09 12.8 ---- -16.3 3.88 20.3 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.04 0.00 13.9 ---- -0.14 0.00 24.2 DATE: 11/16/2018 5:\2017\31630`CALCS\4700.rdf Page 4 Legend: P - Pipe #p 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 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 Lass due to Elevation Fitting Code Letters: 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 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 14.05 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 15C Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y 2 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatV1v X Y z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y z 0.995 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 2 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 ❑f 0.010 gpm at each node and a maximum imbalance of 0.14 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.16 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure DATE: 11/16/4018 S:\2017\31630\CALC5\4700.rdf Page 5 of 57.8 psi and a 7 minute flow of 219 gal. and a 10 minute flow of 312.7 gallons. The minimum pressure at any node is 7.6 psi at node 20. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 11/16/2018 5:\2017�31630jCALCS�4700.rdf Page 5 75.0 67.5I P 60.( R E 52 . S S 45. U R 37 . E CB ( 30.0 P 22.5 S I 15.0 WATER SUPPLY CURVE OD 7.5 0.0 04 8 12 16 20 24 28 32 FLOW (GPM) I 36 40 Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (2 sprinklers flawing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 18.0 gpm 74.5 psi @ 31.3 gpm B = Required Water Supply D = Required Water Supply 33.6 psi @ 18.0 gpm 57.8 psi @ 31.3 gpm DATE: 11/16/3018 S:\2017\31630\CALC.S\4700—ALT.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E, HARRISON, SUITE 200 CORONA,CA 92979 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA FLAN 4700 ALT 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 11/16/2018 File No: 31630 Data File Name: 4700 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.(20x2O) 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 20.0 18.0 15 25.0 7.4.5 58.5 1 20.0 18.0 15 25.0 74.5 58.5 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 11/16/2018 S:\2017\31630\CALCS\4700-ALT.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODS DATA * FLOW ANALYSIS * 1 sprinkler flawing * 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) (X) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 25.0 6.06 58.5 ---- 25.0 6.06 58.5 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 52.5 ---- 0.17 0.00 52.5 2 101 1.00 -9.5 -2.0 ---- ---- 25.0 0.69 52.5 ----- 25.0 0.69 52.5 150 102 0.745 0.0 ----- -2.0 ---- ---- 0.69 0.00 42.3 ---- 0.69 0.00 42.3 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 42.3 ---- 25.0 3.45 42.3 150 103 1.360 24.0 - -- -2.0 ----- ---- 0.04 0.00 38.8 ---- 0.04 0.00 38.8 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 38.8 ---- 25.0 0.37 38.8 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 36.7 5 0.05 1.73 36.7 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 36.7 5 20.0 0.48 36.7 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 35.4 ---- 0.07 0.87 35.4 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 35.4 ---- 20.0 0.07 35.4 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 32.3 ---- 0.07 0.00 32.3 7 106 7.00 2L ---- 4.0 ---- ----- 20.0 1.16 32.3 ---- 20.0 1.16 32.3 150 10 1.101 10.0 ---- 11.0 ----- ----- 0.07 3.03 28.1 ---- 0.07 3.03 28.1 8 10 4.50 L -- - 11.0 ---- ----- 20.0 1.78 28.1 ---- 20.0 1.78 28.1 150 11 0.874 4.0 _--- 11.0 ---- ---- 0.21 0.00 26.4 ---- 0.21 '0.00 26.4 9 11 75.00 LB6R ---- 11.0 - --- 10.0 5.11 26.4 ---- 10.0 5.11 26.4 150 12 0.874 13.0 ---- 11.0 ---- ---- 0.06 0.00 21.3 ---- 0.06 0.00 21.3 10 12 2.00 L ---- 11.0 ---- ---- 10.0 0.35 21.3 ---- 10.0 0.35 21.3 150 13 0.874 4.0 ---- 13.0 ----- ---- 0.06 0.87 20.0 ---- 0.06 0.87 20.0 11 13 3.00 LR ---- 13.0 ---- ---- 10.0 0.46 20.0 ---- 10.0 0.46 20.0 150 14 0.874 5.0 ---- 13.0 ----- ---- 0.06 0.00 19.6 ------ 0.06 0.00 19.6 12 14 8.50 B ---- 13.0 ---- ---- 20.0 2.41 19.6 ---- 20.0 2.41 19.6 150 15 0.874 3.0 ---- 11.0 4.71 20.0 0.21 0.87 18.0 20.0 0.21 0.87 18.0 13 14 1S.50 2L2R ---- 13.0 ----- ---- -10.0 1.48 19.6 ---- -10.0 1.48 19.6 150 16 0.874 10.0 ---- 13.0 ---- ---- -0.06 0.00 21.1 ---- -0.06 0.00 21.1 14 16 41.50 L2B4R ---- 13.0 ---- ---- -3.9 0.53 21.1 - -- -3.8 0.53 21.1 150 17 0.874 14.0 ----- 13.0 ---- ------ -0.01 0.00 21.6 -- - -0.01 0.00 21.6 15 17 4.50 R ---- 13.0 ---- ---- 0.0 0.00 21.6 ---- 0.0 0.00 21.6 150 18 0.874 1.0 ---- 13.0 ---- ---- 0.00 0.00 21.6 ---- 0.00 0.00 21.6 16 17 14.00 4LBR ----- 13.0 ---- ---- -3.8 0.32 21.6 ---- -3.8 0.32 21.6 150 19 0.874 20.0 ---- 13.0 ---- ---- -0.01 0.00 21.9 ---- -0.01 0.00 21.9 17 19 4.50 B ---- 13.0 ---- ---- 0.0 0.00 21.9 ---- 0.0 0.00 21.9 DATE. 11/16/2018 S:\2017\31630\CATCSj4700_ALT.rdf Page 3 150 20 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.00 21,9 ---- 0.00 0.00 21.9 18 19 39.00 L2B3R ---- 13.0 -- -3.8 0.49 21.9 ---- -3.8 0.49 21.9 150 21 0.874 13.0 ---- 13.0 ---- ---- -0.01 0.00 22.4 ---- -0.01 0.00 22.4 19 21 1.00 L ---- 13.0 ---- ---- -3.8 0.05 22.4 ---- -3.8 0.05 22.4 150 22 0.874 4.0 ---- 14.0 ---- ---- -0.01 0.43 22.0 ---- -0.01 0.43 22.0 20 22 29.50 L3R ---- 14.0 - - -3.8 0.35 22.0 ---- -3.8 0.35 22.0 150 23 0.874 7.0 ---- 14.0 ---- ---- -0.01 0.00 22.4 ---- -0.01 0.00 22.4 21 23 1.00 L ---- 14.0 ---- ---- -3.8 0.05 22.4 ---- -3.8 0.05 22.4 150 24 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.43 22.8 ---- -0.01 0.43 22.8 22 24 22.00 L2R ---- 13.0 ---- ---- -3.8 0.26 22.8 ---- -3.8 0.26 22.8 150 25 0.874 6.0 ---- 13.0 ---- ---- -0.01 0.00 23.1 ---- -0.01 0.00 23.1 23 25 40.50 B3R ---- 13.0 --- 0.0 0.00 23.1 ---- 0.0 0.00 23.1 150 26 0.874 6.0 ---- 13.0 -- 0.00 0.00 23.1 ---- 0.00 0,00 23.1 24 26 40.50 3B3R ---- 13.0 - --- 0.0 0.00 23.1 ---- 0.0 0.00 23.1 150 25 0.874 12.0 ---- 13.0 ---- ---- 0.00 0.00 23.1 ---- 0.00 0.00 23.1 25 25 21.00 B2R ---- 13.0 ---- ---- -3.8 0.25 23.1 ---- -3.8 0.25 23.1 150 27 0.874 5.0 ---- 13.0 ---- ---- -0.01 0.00 23.3 ---- -0.01 0.00 23.3 26 27 18.00 B4R ---- 13.0 - 6.3 0.61 23.3 ---- 6.3 0.61 23.3 150 28 0.874 7.0 ---- 13.0 ---- ---- 0.02 0.00 22.7 ---- 0.02 0.00 22.7 27 28 2.00 L ---- 13.0 ---- ---- 6.3 0.15 22.7 ---- 6.3 0.15 22.7 150 29 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.87 23.5 ---- 0.02 0.87 23.5 28 29 36.00 L8R ---- 11.0 ---- ---- 6.3 1.17 23.5 ---- 6.3 1.17 23.5 150 30 0.874 12.0 ---- 11.0 ---- ---- 0.02 0.00 22.3 ---- 0.02 0.00 22.3 29 30 2.00 L ---- 11.0 -- 6.3 0.15 22.3 ---- 6.3 0.15 22.3 150 31 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 21.3 ---- 0-02 0.87 21.3 30 31 2.00 LB ---- 13.0 ---- ---- 6.3 0.22 21.3 ---- 6.3 0.22 21.3 150 16 0.874 7.0 ---- 13.0 ---- ---- 0,02 0.00 21.1 ---- 0.02 0.00 21.1 31 27 3.00 R ---- 13.0 ---- ---- -10.0 0.23 23.3 ---- -10.0 0.23 23.3 150 32 0.874 1.0 ---- 13.0 ---- ---- -0.06 0.00 23.6 ---- -0.06 0.00 23.6 32 32 2.00 L ---- 13.0 ---- ---- -10.0 0,35 23.6 ---- -10.0 0.35 23.6 150 33 0.874 4.0 ---- 11.0 ---- ---- -0.06 0.87 24.8 ---- -0.06 0.87 24.8 33 33 19.00 LBR ---- 11.0 --- -10.0 1.57 24.8 ---- -10.0 1.57 24.8 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.06 0.00 26.4 ---- -0.06 0.00 26.4 DATE: 11/16/2018 S:\2017\31630\CALCS\4700-ALT.rdE Page 4 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 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 Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter 'Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatV1v 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 S 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 1Z 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 0.02 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. DATE: 11/16/2018 S:\2017\31630\CALCS\4700—ALT.rdf Page 5 The minimum source pressure is 20.0 psi with a minimum required pressure of 58.5 psi and a 7 minute flow of 175 gal, and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 18.0 psi at node 15. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 11/16/2019 5:�2017\31630\CALCS\4700 ALT.rdf Page 6 75.01 67.51 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 { P 22.5 S 2 15.❑ } 7.5 WATER SUPPLY CURVE C CD 0.0 T I- 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flawing) (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 58.5 psi @ 25.0 gpm 58.5 psi @ 25.0 gpm DATE: 11/16/3016 S:\2017\31630\CALCS\4700—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 4700 ALT 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 11/16/2018 File No: 31630 Data File Name: 4700 ALT.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 F1 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: 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 Na.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press, 1 13.0 7.6 20 18.0 74.5 39.4 2 13.0 7.6 20 31.3 74.5 64.1 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 11/16/2018 S:\2017\31630\CALCS\4700-ALT.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * I 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) ' -`BG 1-100 30-00 ---- -2.0 SRCE ---- 18.0 3.29 39.4 ---- 31.3 9.16 64.1 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 36.1 ---- 0.25 0.00 54.9 2 101 1.00 -9.5 -2.0 ---- ---- 18.0 0.38 36.1 31.3 1,04 54.9 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.38 0.00 26.2 ---- 1.04 0.00 44.4 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 26.2 ---- 31.3 5.22 44.4 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 24.3 ---- 0.06 0.00 39.1 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 24.3 ---- 31.3 0.55 39.1 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 22.4 5 0.08 1.73 36.8 5 104 2,00 L ---- 2.0 -5 5 13.0 0.21 22.4 5 26.3 0.79 36.8 150 105 1.101 5.0 ---- 4.0 ---- ---- 0,03 0.87 21.3 ---- 0.11 0.87 35.2 6 105 1.00 -3.0 4.0 ----- ----- 13.0 0.03 21.3 ---- 26.3 0.11 35.2 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 18.3 ---- 0.11 0.00 32.1 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.52 18.3 ----- 26.3 1.92 32.1 150 10 1.101 10.0 _--- 11.0 ---- ---- 0.03 3.03 14.7 ---- 0.11 3.03 27.1 8 10 4.50 L ----- 11.0 ----- ----- 13.0 0.80 14.7 ---- 26.3 2,95 27.1 150 11 0.874 4.0 ---- 11.0 ----- ---- 0.09 0.00 13.9 ---- 0.35 0.00 24.2 9 11 75.00 LB6R ----- 11.0 ---- ---- 4.8 1.31 13.9 ---- 9.9 5.06 24.2 150 12 0,874 13.0 ---- 11.0 ---- ---- 0.01 0.00 12.6 ---- 0.06 0.00 19.1 10 12 2.00 L ---- 11.0 ---- ---- 4.8 0.09 12.6 - -- 9.9 0.35 19.1 150 13 0.874 4.0 ---- 13.0 ---- ----- 0.01 0.87 11.7 ---- 0.06 0.87 17.9 11 1.3 3.00 LR ---- 13.0 ---- ---- 4.8 0.12 11.7 ---- 9.9 0.46 17.9 150 14 0.874 5.0 ---- 13.0 ---- ---- 0.01 0.00 11.5 ---- 0.06 0.00 17.4 12 14 8.50 B ---- 13.0 ---- ---- 0.0 0.00 11.5 ---- 0.0 0.00 17.4 150 15 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.87 12.4 ----- 0.00 0.87 18.3 13 14 15.50 2L2R ---- 13.0 ----- ---- 4.8 0.38 11.5 ---- 9.9 1.47 17.4 150 16 0.874 10.0 ---- 13.0 ---- ---- 0.01 0.00 11.2 ---- 0.06 0.00 16.0 14 16 41.50 L2B4R _--- 13.0 ---- ---- 7.2 1.76 11.2 ---- 15.8 7.50 16.0 150 17 0.874 14.0 ---- 13.0 ----- ---- 0.03 0.00 9.4 ---- 0.14 0.00 8.5 15 17 4.50 R -_-- 13.0 ----- ---- 0.0 0.00 9.4 ---- 13.3 0.54 8.5 150 18 0.874 1.0 --- 13.0 4.71 ---- 0.00 0.00 9.4 13.3 0.10 0.00 7.9 16 17 14.00 4LBR ---- 13.0 ---- ---- 7.2 1.08 9.4 ---- 2.5 0.15 8.5 150 19 0.874 20.0 ---- 13.0 ---- ---- 0.03 0.00 8.3 ----- 0.00 0.00 8.3 17 19 4.50 B ---- 13.0 ---- ---- 13.0 0.71 8.3 ---- 13.0 0.71 8.3 DATE: 1111612018 S:\2017\31630\CALCS14700 ALT.rdf Page 3 150 20 0.874 3.0 ---- 13.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 18 19 39.00 L2B3R ---- 13.0 ---- ---- -5.8 1.10 8.3 ---- -10.5 3.30 8.3 150 21 0.874 13.0 ----- 13.0 ---- ---- -0.02 0.00 9.4 ---- --0.06 0.00 11.6 19 21 1.00 L ---- 13.0 ---- ---- -5.8 0.11 9.4 - -- -10.5 0.32 11.6 150 22 0.874 4.0 ----- 14.0 ---- _--- -0.02 0.43 9.1 _--- -0.06 0.43 11.5 20 22 29.50 L3R ---- 1.4.0 ------ ---- -5.8 0.77 9.1 ---- -10.5 2.31 11.5 150 23 0.874 7.0 ---- 14.0 ---- ---- -0.02 0.00 9.9 ---- -0.06 0.00 13.8 21 23 1.00 L ---- 14.0 ---- ---- -5.8 0.11 9.9 ---- -10.5 0.32 13.8 150 24 0.874 4.0 ---- 13.0 ---- ---- -0.02 0.43 10.4 ---- -0.06 0.43 14.6 22 24 22.00 L2R ----- 13.0 --- -5.8 0.59 10.4 ---- -10.5 1.78 14.6 150 25 0.874 6.0 ---- 13.0 ---- ----- -0.02 0.00 11.0 ---- -0.06 0.00 16.3 23 25 40.50 B3R ---- 13.0 ----- ----- 0.0 0.00 11.0 ---- 0.0 0.00 16.3 150 26 0.874 6.0 ---- 13.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 16.3 24 26 40.50 3B3R ----- 13.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 16.3 150 25 0.874 12.0 ---- 13.0 ---- ---- o.00 o.00 11.0 ---- 0.00 0.00 16.3 25 25 21.00 B2R ---- 13.0 ---- ---- -5.8 0.55 11.0 ---- -10.5 1.65 16.3 150 27 0.874 5.0 ---- 13.0 ---- ---- -0.02 0.00 11.6 -_-- -0.06 0.00 18.0 26 27 18.00 B4R ----- 13.0 ----- ---- 2.4 0.11 11.6 ---- 5.8 0.54 18.0 150 28 0.874 7.0 ---- 13.0 ---- ---- 0.00 0.00 11.5 ---- 0.02 0.00 17.5 27 28 2.00 L ---- 13.0 ---- ----- 2.4 0.03 11.5 ---- 5.8 0.13 17.5 150 29 0.874 4.0 ---- 11.0 ---- ---- 0.00 0.87 12.3 ---- 0.02 0.87 18.2 28 29 36.00 L8R ----- 11.0 ----- ----- 2.4 0.20 12.3 ---- 5.8 1.03 18.2 150 30 0.874 12.0 ----- 11.0 ---- ---- 0.00 0.00 12.1 ---- 0.02 0.00 17.2 29 30 2.00 L ---- 11.0 -- -- 2.4 0.03 12.1 ---- 5.8 0.13 17.2 150 31 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.87 11.2 --- 0.02 0.87 16.2 30 31 2.00 LB ---- 13.0 ---- ---- 2.4 0.04 11.2 - -- 5.8 0.19 16.2 150 16 0.874 7.0 ---- 13.0 ---- ---- 0.00 0.00 11.2 ---- 0.02 0.00 16.0 31 27 3.00 R ---- 13.0 ---- ---- -8.2 0.16 11.6 ---- -16.3 0.58 18.0 150 32 0.874 1.0 ---- 13.0 ---- ---- -0.04 0.00 11.7 ---- -0.14 0.00 18.6 32 32 2.00 L ---- 13.0 ---- ---- -8.2 0.24 11.7 ---- -16.3 0.86 18.6 150 33 0.874 4.0 ----- 11.0 ---- ---- -0.04 0.87 12.8 ---- -0.14 0.87 20.3 33 33 19.00 LBR ---- 11.0 ---- ----- -8.2 1.09 12.8 ---- -16.3 3.88 20.3 150 11 0.874 8.0 ---- 11.0 --- - -0.04 0.00 13.9 --- -0.14 0.00 24.2 DATE: 11f/16/2018 5:\2017j31630\CALCSj4700 ALT.rdf Page 4 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 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 Fitting Code betters: 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 13.25 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 23.01 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1..00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.745 0.00 1.00 3.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet [in] E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 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 0.06 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. OFFICE USE ONLY: r REVIEW DATES ❑ APPROVED ❑ CORRECTIONS �"VL��►►►IVVA��(� CALIFORNIA [D] CALLED FOR PICKUP: DESIGN & DEVELOPMENT DEPARTMENT F , ! 9 I'll 78-495 Calle Tampico PAID PICKED UP: La Quinta, California 92253 CITY OF LAQW� ITA (760) 777-7125 / FAX (760) 777-7011 D-ESIGN & DEVELGPIVIENT DEPARTMENT FIRE REVIEW APPLICATION rt e2oGo =ocd4 ❑ SUBMITTAL # _ p REVISION # PERMIT Nyr APPLICANT/OWNER INFORMATION Applicant Name: FIRE SPRINKLER SYSTEMS, INC Owner Name: LENNAR Mailing Address. 705 E. HARRISON ST. #200, CORONA CA 92879 Site Address: MASTER PLAN 7(4700) AS -BUILT Phone Number: 951-272-2522 PRESTIGE 1 TRACT# 329791 PLAN TYPE 7(4700)155 HEADS (Include # of sprinkler heads) Email: jamleb t[VIlrelnc.net 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 campiy with County Fire Department directions. Project Description: CONTRACTOR INFORMATION Contractor Name: FIRE SPRINKLER SYSTEMS, INC. Contractor #: 684600 Signature: Contact Person: JAMIE BISHIP Mailing Address: 705 E. HARRISON ST., #200 Print Name: ►� KBIHIP 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 COMMERCIALIINDUSTRIAL -------- ❑ DISPENSERS ONLY HOURLY@161/HR ❑ 0-35,000 SO FT $670 ❑ ABOVEGROUND HOURLY@161/HR ❑ 35,001-75,000 SQ FT $791 SUPRESSION SYSTEM ❑ 75,001-120,000 SQ FT $992 CI HOOD & DUCT $418 ❑ 120,001 AND UP $1234 ❑ OTHER SUPRESSION SYSTEM HOURLY@161/HR ❑ TENANT IMPROVEMENTS - FIRE SPRINKLER $418 MASTER PLAN 0 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 1 $579 ❑ HAZMAT HOURLY@161/HR ❑ RESIDENTIAL TRACT HOME (EA.) ADDITIONAL ❑ HIGH PILE RACK STORAGE HOURLY@161/HR ❑ 1-50 SPRINKLER HEADS $S76 ❑ PRIVATE FIRE MAINS $901 ❑ 51-100 SPRINKLER HEADS $257 ❑ TECHNICAL REPORT RESEARCH HOURLY@161/HR ❑ OVER 100 SPRINKLER HEADS $397 ❑ 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 .,,II I UNNIIw�wii tyyc PFIVIUUIC U i WUIinUIVyy LIll IUHL- lI1C1IL ree ar» a isecorus mu nagemBnt ree or siV or >L1 REVllED 13Ib/2019 *For permits billed at on hourly rote, these fees will he added at time of payment.