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FSS2017-0043 Griffin Ranch Plan 5Description: GRIFFIN RANCH / MASTER FIRE SPRINKLER / PLAN 4154 / TR 32879 Type: FIRE SPRINKLER Subtype: RESIDENTIAL -TRACT Status: FINALED Applied: 9/14/2017 AMA HOMES Approved: 9/19/2017 RGR Parcel No: 767780085 Site Address: 81181 MERV GRIFFIN WY LA QUINTA,CA 92253 Subdivision: TR 32879 Block: Lot: AW Issued: 9/14/2017 AMA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 2/6/2018 RGR Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 4 145 5 0 I Applied to Approved Approved to Issued Issued to Finaled AL 7CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES DEPOSIT REFUNDED. 101-0000-22811 CLOSED. COUNCIL DEPOSIT MIRTA LERMA 8/13/2018 8/13/2018 APPROVED A FLAT FEE STRUCTURE FOR FIRE INSPECTION AUGUST 2017. REVISION 1 PICKED UP BY MARTIN MEDINA - FEES ALREADY NOTE ARMANDO MAGALLON 9/18/2018 9/18/2018 PAID. AL CONDITIONSMEEM CONTAC NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 (800)915-3473 CONTRACTADMIN@FIR SUITE 200 EINC.NET BILL TO FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 (800)915-3473 CONTRACTADMIN@FIR SUITE 200 EINC.NET Printed: Thursday, January 26, 2023 3:35:17 PM 1 of 3 WSYSiEMS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 (800)915-3473 CONTRACTADMIN@FIR SUITE 200 EINC.NET OWNER IOTA GRIFFIN 4675 MACARTHUR CT NEWPORT CA 0 (800)915-3473 NO 1550 BEACH FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42421 0 $156.00 $156.00 6/4/18 R36035 231557 CHECK IOTA GRIFFIN SSW FAMILY DETACHED Total Paid for FIRE FEES: $156.00 $156.00 FIRE SPRINKLER SYSTEM RESIDENTIAL - 101-0000-22811 1 $614.00 $614.00 9/14/17 R27960 229262 CHECK FIRE SPRINKLER AMA SYSTEMS INC MODELS Total Paid for FIRE SPRINKLER SYSTEM RESIDENTIAL - $614.00 $614.00 MODELS: TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 9/14/17 R27960 229262 CHECK FIRE SPRINKLER AMA ENHANCEMENT FEE SYSTEMS INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 • 00 $775.00 SEQID INSPECTION TYPE INSPECTOR SCHEDULE7COMP7LETED 7RESULT REMARKS NOTES DATE OVERHEAD HYRO RGR 11/3/2017 11/3/2017 APPROVED FIRE FINAL" RGR 2/6/2018 2/6/2018 APPROVED Printed: Thursday, January 26, 2023 3:35:17 PM 2of3 CRWSYSTEMS Printed: Thursday, January 26, 2023 3:35:17 PM 3 of 3 WsYsrEMS iC 4. I j. i Su'letin 006 Rev, t Model RFC30 (SIN RA0611) Model RFC43 (SIN RA0612) bide Model FIFC49 (SIN RA0616) a Residential Flat Concealed Sprinklers = A Residential Fiat Concealed Sprinkler englneered lbr a minimum design density of 0.05 gpmfiF with low G R M requirements. Features _ 1. Very low water flow requirements. 2. Cower plate attachment (Plain or Perf+~rratsed) with'1z' (13rrrn) Total adjustment. 3. Thread-On/Thread-Off or Push-On/Thread r Off cover attachment option. a< 4. Smooth aesthetic ceiling profile. 5. Available in brass, chrome and black plated or painted finishes. Plain Cover Raw Listings St Approval 1. Listed by Underwriters Laboratories, and -certified by UL for Canada (cULus) Y U . Listen C l;. g Categories _...,. Residential Automatic Sprinklers r 7 n UL Guide Number VKKVV Product Description Model WC30, 9FC43 and RFC49 Concealed IRaesiden- Val Sprinklers are taut response reeldeni ial fusible solder link autorna3tic sprinklers. Residwrtial sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Perforated Cover Plate Idloael FFC90. FF:C43 ant RFC49 sprinktars dlscharge water in a hemispnericai pattern below the sprinkler de- and positively attached and blends into the ceiling, con- flector. Residential rUistriiaution patterns are higher and cxealing the most dependable fire protection available, an generally contain afiner droplet size than standard sprin- automatic sprinkler system. kler. patterns. The RF030, RF040 and RFC49 are UL Listed Residen- The combination of speed of operation and high dis- tial Sprinklers to be installed in the residential portions charge pattern required for residential sprinklers has of any oocupancy in accordance with NFPA 13, 13R, & demonstrated, in fire testing, an ability for controlling 13D. resiplenbal fires, anldthereby providing significant evacu- The RFC30, RFC43 and RFC49 oan reduce the need aria t time for occupants, for precise cutting of drop nipples. The threaded cover T� 817030, RFC43 and WC49 Sprinklers p+aovide the plate assembly can be adjusted without tools to fit aac- t>e form of fire protection lay comt)ining an attractive ap- cura3tely against than ceiling. The tyre protection system pe ante and W' (13mjn) of cover adjustment for ease need not be shut down to adjust or remove the cover 0t I stalla3.tlon. The srmiil diameter cover plates easlly plateassemb4y. Thp Reliable Automatic Sprinkler Co., Inc., 103 Fa[Niew Park Drive, Elmsford, New York 10523 Viedel Thread Nominal Sprinkler GCP Aa$embly Max Ambient K s I Max. :'(SIN) Size Orifice TeMp Rating Temp. ating Temp. Factor Pressure Inch (mm) inch (mm) psi (bar) °F °C QF °C OF RFC 30 tRA0$11) 1/a" (15) 211, (8,2) 165 74 1311; 5-7100 38 3 0 ;43.21 175 (12) RFC 43 ass 105 1Q0 ZRA0612} (10) 74 1 c 57 4.3 (SP) 175 (12) RFC 49 (RA0616) 1 1: 161E ; 4 1 3b i 1 no ;38 4.9.70.6 175 (12) Note ._ ;gar == 1 W Kpa RFC 30 Max. Coverage Max. Spacing area Ft x Ft (m x m) Ft (m) Ordinary Tramp. Rating (165°F/74-C) To of Deflector p to Ceiling Inch (min) Installation Type Mlniati�rm Spacing Ft_( m) Flew r � Pressure _..................._.._._..............._........_._....... ... ... GPM (Urnin) ..... ....... ... - PSI (bar) .._..._..._.._...........-.. ................{..............._.._..._....�...._..�... ... -------------------------- - ------------ - 1?"x 12 (2,6 x 3,6) 12(2,6) 9 (34,1) g, 7 r6,62.j Sig aoth Ceilings', a to 1 t 13 to 25.4) L3eameclLeilin[g3 per NFPA 13D, 13R cr Ca: waled 6(2,4) j F Ix 14 (4,3 x 4,3} ; 14 4,;ij 1i; (37,1?j 1 1.0 (0,7fii 13 irlstaOd to beams !,2 to 1 (1:110 25 4) For C:edinrg types refer to NF 13, MR or 131) RFC 43 ordlnary Temp. Rating h3x. Coverage Max.S'pacing ( t65°FI74aG Trap of Deflector Minimum n area Ft. m ) to CeWng T • e Spacing yp Flow Pressrun F.t;x Ft (m x m} Inch (rr M) Ft (m) a GPM (Umin) PSI (bar) 1'• 12;3,6 X 3,61, 12- ,5j 12 (4.,5) 7.8 (0,54) 7 i 1 14 (4.3 x 4;.3) 141.4,3) 13 (49) �i.1 (0,63; .k Stern'• Ceilings 112 to 1 ('13 o 25.4) � I 1ix 16 (4,21 x 4 9) 16` ,9) 13(49) 9.1 (O,63,' f3eame eilirgs per NFPA 110, 13Fi or 13 irst d 3n bearns I2 to 1 (13 to 2:,.4; 18x 18(5,5x5,51, 143 .,) 8!E5) 17 (1.2t; � 23x �:u (S. 1 x 6,1 tor. .1 i 21 (79) 23.8 (1.64'; For Qed ng typos War to NFPA 13, 13R or 13D RFC 49 Max. Coverage Ordinary Temp. Rating ° ° Tap of Deflector � Ailillirrtum area Max. Spacing;._.. (IB5-F/74 q) to CeiI!ng Installation I ; Spacing F# x Ft(m x m} Ft (m) Flow Pressure I rich (arr rn) Type Ft (rri) I GPM LPmin PSI tsar 1 Zx 12 (3,6 x 3,6 12(3,6) 13 (49) 7.0 (0,48) 4; 1 14 (4,3 x 4,&o 14(4,3) 13 {49) 7.0 (0,48) smo Ceilings to 1(13 to 25.41 1 16 41io) 16 �4.0) 13 7.0 (4,9 x (49) (0,48) Feame Ce?linr3s Per NFPA MD, 13R or 13 rust ' d in beams 1,2 to 1(13 try 25 4) Con aleci 6 (2,4) +. IS (515 x 5;5,� 13 (�, 5) 17 (64.,3) 12a (0,83) - 2 20(p,1 x6 j) 24' ,11 20(75,73) 16.7(111.41 BJlletin 135 qev- L liablModel F1 owResidue Sp iin!Wlm for co [?fin Density of .05 gpnAf Itlafadet F1 Res SpdrAdem eVirowad for the lowest fbarrs fiio meet the mnanum design density of Z glair Types' ---- ------------ F1 Res 30 Pal&nt 2. F1 Res 30 Recessed FencerrJ=2 3. F1 Fees 30 Raoassed Rencenj=P 4ti F1 Fin 49 Pendent Jr 5. F1 Res 49 Recessed PencerrF1 6. F1 lm 49 1`10388sed Pencen;F-P 7. F1 Fees 58 Wident F i Rea 30. 49, 5e & 76 F1 Ras 30, 4Q, 58 & T5 & F1 hies 58 Recessed Pencerr)--1 Recessed Penderr/Ft Raawssac --1ender>t d=P S. F1 ids 58 Recessed PencerrFP -0. F1 Res 76 Pendent -1. F1 Fes 76 Feed PencerrF 1 -2. F1 Fes 76 ice~—med PencerrFR -3. F1 Fes 30 CC�P Pendent "4. F1 Fier 48 (--P P:mde-t ' & F1 Res 58 C CP Pmdert -6. F1 Res 76 MP W_ndert ;i.1• '7. F1 Ras 44 ITV F- ReB K, 49, 58 *&76 F- Be9 44 & E8 F1 Res 44 SW '8. F1 Res 44 Remised H9dF2 C3P Pendant Rwes%A HSWrf2 '9. F1 Pes 58 HSW 20, F1 Pfeq 58 HEN& Horironai S6R%af sprkilft3(Fi:re. 5, a &7) era 6qu0srxac- 21. Imes x3 HSM 1y2 wl'lart abovecellirlg piping carrot rot be Lsed 22. F1 Flea 58 HStiV Revsssed HSWF-2 The3m"191E9 110 pend&,M2prinkex°pa t1UhR e1fldentL99 23. F1 F09 44 SV`!C of rexleAa ww supples ran sprig zn%rerage r -esidentil Listings& Apprave#sa frelxcrw1vidDolgl. =1 The lon low FiRseprirklers are wecisy eragir4aad fo'rasl '. L9trd rn Urderwrlters Laebcra:orias im and tnerrriA rasporim to mool the mrsm s're pimDctlorl appilca- ULCanil ed'or Canaca ',cULLs; ton reeds of To UMMSClartal WIUSandsrds (UL 1M Siana rot Up -an tre sxmdhms, risng heir a sprrk ert Sprinklers far.IDDermity; Refer to Sullefin 176 hez-NnsriwGlo nerrr.gimsbulbor I*1)acuaie, reieasNtte UL L.iat ng Category waNYYww-orwster1twa1otlle c-mnVdattubrgtre dizchargecwaie-r-e riniafrs. Rwiaer1iE1Automa-ic Sprinkler TeclmW Data: UL Guide Number + Trerrnal Sensor. Solcerel Elarimrc (Limo cr Non na Yi }CdJ 3"n-n glass-W b Patents 5prin0r Frarie , BrasaCastlrg US Patent No. E,516A3 applies to the Uodel F1 Res 40 SprirWars' Pressure Rai ng : 175 pat & 58 =encent Sprinkiera Fa1;aa-y F-ydrosiat tally Tasted to 50D psi US Patent Nc. ?,353,682 app iw to Mode F1 Hes 44 &58 . Thread So& W VPT ;Rt:) FKAN Spr ink ors US Pate r1t Na. 7 ,784,555 applies to Wiel F I Res 44S1N-C • K-Fades' S,4 (d3 Z Omia) -Fi Fists 30 PendeT_ $rider SprinWers 4.9(MM moral}-F1 ResQ PmdentSprnlder 5.3(ff15)ryaj••F1Roe Penden_&H9fi44inktw Pmduact Description 7.0(1 FIRes76fanda^ft*nNer MD&I F1 Res PerdayspnrkeNs ',FkA 1, 2, 3, & 4) am NT 44(q Aduell-F1 P3 U-IRti' RxFkler reepar sprinkler$axamtaningascoalerardmabiily, high• swiAiv- Densily Minlm.am 0.05 gPmNtR tly glas _-ulo and lams PrOA9 ceCDrMVO dra§gl The Ft Res The Reliable Autom;adc Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Technical Dz4a, F1Res 30 Pertrdent and FtecessedPon ceni (SIN R3511) 7hrai,atd .......... .--•...... -- --••.......... .......----------- Naminaai GNtiaa ; M05L Praosmara i _ rinkesr 7a1et1 - - _ RmtE11 - - - - --------------- Itaiax Amisdarrt Tay --- ------ ' Rc3'ual K ---------------------------- Bprinkler Laangth s"R ii"rlir.i3 Fz caor Inch {min F - -- .i9y1 e .----- ..-.T- .I� 31 -- ------------._.._. --- _ 7, i?;t12a 175 70 1W 3B ? u (43.2) 1 2.25 (57) F-r C�Aina biprs refer to NFPA 13, ,:3Fi or , W Technical Data: F1 hies 49 Pendent and Recessed Pendent (SIN R3516) Thad Nominal Orifice Max. Sprinkler rdlax. Actual Sprinkler Size Inch (min] Pressure TeMp, Ru }n�_._ Ar Nerd Te _ aG K Length P. si(�b °F 'G - - .�._ _ `F Faafar ..................rrtcYl -. d.B (7_.u'j min f..,._...1-_ ? c ;57; .........._........... ._.................--- 'Ile (`• 1 .� 1? (1 (RIM 175 Ta 75b f Ordinary Temp. Darting Intermediate Temp. Rating Tap of Deflector Minimum Max. Coverage area Max. Spacing (155°FAM-C) 175°F1a9°C to Ceiling Swcirec3 Insure Pt x R (m x mj R (m) F17 Pressure Flow Inch (min) Ft (fl'1} - -- -- GPM UlminL -WW�_ GPM ILht1#r) ?q..(DM _..._ _..... Smruth Ch digs 111a10 4 (31.710 102) us:ngP'2aaculcWoi . r2x 1P ( ,Fi x 3,3) 12 (3,6) 13(4,9) 7.0 (0,48) 13'49) TO (0,45) i 14 x 14 (2!,3 x 4,31 4 (4,3) 13 (43) 7.0 0,,?, 4,4 13 45) TO, {0,4a 1 to4(25.4 to 102) usrig F1 c�.�tcYrerxr. IIearmd Ced-rigs per NFPA , l 4 .F x 18 (4,9 x 4,r) 6 (4,9) 13 t4A) 7.0 (0,48) 13 •---75; 7.,7 (C,4E1) N 1 1 ? (64,3) 12 tG.$3j 17;64.3) iai x 1s1(5.5 x 5,5j 'B (5,5j 12 (0,a33) be arras 1.M.to 1Ni (31.7 to 44 4) ,.sr,escutcheon, 1 i 20x20(6,1x6,1) 20(3.11 20(T5.n 16.7(i,14) 20(75.7) 16.111,141 to134f25.4tc44.4;using F; aSCJJt[� ierk} For Ceiring types rsfar ao NFPA 13. 1313 or 13D HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 8115117 Location CALC AREA 2 Number of Sprinklers 2 Basis Of Design 1. DENSITY .05 gpm/s9.ft. 2. DESIGNED AREA OF DISCHARGE 512 sq.ft. System Demand 1. WATER FLOW RATE 31.0 gpm 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 49.2 psi Installed By Fire Sprinkler Systems, Inc. HYDRA UL IC NAMEPLA TE N.T.S. 13DICRC 313.3 GENERAL NOTES 1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D,201 6 EDITION AND THE REQUIREMENTS OF THE CITY OF LA QUINTA IRE DEPARTMENT, 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 NOTCHTRUCTURAL MEMBERS SHALL 6E DRILLING,N AA OTHERWISE WITHETRTINGCAL FORNIA BUILDING CODE. 5- TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER U.L. LISTED. fit ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION. 7. PIPE SHALL BE HUNG 1=ROM STRUCTURAL MEMBER PER THE tJN{FORM PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG. ARE U_L, LISTED AND ARF INSTALLED ACCORDING TO THE HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE ❑ETAIL)_ 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 $.2.5.1. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 8.2.5.3. 14. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN ACCORDANCE WITH 8.2.5.5. 15. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN ACCORDANCE WITH 5.1-1.2. 16, NFPA13D 8.3.5.1.1 WHERE THE FUEL -FIRED EQUIPMENT IS ABOVE ALL OF •THF OCCUPIED AREAS OF THE ❑WELLING UNIT, NO SPRINKLER PROTECTION SHALL BE REQUIRED IN THE CONCEALED SPACE. *FOR REFERENCE ONLY PRESSURE REGULATOR TO BE SET AT 60 PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE T 104 2` ELEV. CONTROL BALL VALVE FINISH GRADE V ELEV. 1%" COPPER L 1" METER V4 PSI LOSS 1Y4" PVC 1" COPPER K h1ErER 1O3 70' MAX 30' MAX -2' ELEV. IO2 1O1 -2 ELEV. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) 1 ro NUE 51 W -- hEffi rr — AVENUE 52 0 0 w AVENUE 53 � LU � a AVENUE 54 @ 96 AVE:NU Wi O} Z 0 IICINITY MAP AiRPaRT BLVD � na NTS VICINITY MAP N.T.S. GRIFFIN RANCH MASTER PLANS TRACT 32879' PLAN 4154 LA QUINTA, CA. AHJ: CITY OF LA QUINTA LEGAL DESCRIPTION E 55 OCCUPANCY: R31 U CONSTRUCTION: V-B STORIES: 1 BUILDING AREA: 4,832 SQFT. FIRE SPRINKLER SYSTEM: DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS. SCOPE OF WORK: FIRE SPRINKLER DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS. SCOPE OF WORK TO START AT BASE OF RISER (NODE 10 J BUILDING SUMMARY I .F$ 2 o. CONCEALED RES. PENDENT SPRINKLER kd LU CONCEALED RES. PENDENT SPRINKLER s RESIDENTIAL PENDENT SPRINKLER CHANGE IN ELEVATION RISER LOCATION (PER DETAIL) NODE POINT FOR CALCULATION HANGER TIC DETAIL SYMBOL LEGEND fo�Nl I APPROVAL STAMP CPVC TO SYSTEM SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED PER 5.1.1.2 GAUGE VMAIN DRAIN VALVE DRAI TO EXTERIOR RUBE R FACED CHECK VALVE 3 PSI OSS 10 IV ELEV. FROM FINISH GRADE d 1 r/a" CPVC RISER 14-112" x 30" ACCESS DOOR 2 M FIN SMHUER r� t".g. LICENSE NO.664600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL s 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 plar•.s hereby acknowiedges that all plans, details, specifications or methods of installation contained in this set of plans is the soie property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prchtiiL-d mom' r a violation of copyright laws without first receiving permission from Fire S rinkler S s s. .5a_yy tu U LU 0 W O L W W t1 z cr_ Wraa m L [ Lq cr Co y F- J d F-- JOB NO: 31586 DATE: 8115a'1 T DRAWN BY: M.N. �r1a� is l t ON ^�CN CLASSIFICATION U_ C-16 �D * LICENSE NO. s 684600 OF CA�kFa 106 5TAi1C 82.8. 10% = 74.52 PSI SIZE - 24" X 35" RESCUAL 74.82 -1 d ro = 67.34 PSI ELEV. FLOW 2,300 GPM WA TER FL aW INFORMATION I nA — 2` ELEV. RISER DETAIL N.T.S. SHEET ID GENERAL NOTES SHEET FP1 OF FP3 - .... _. �- ....�....�..�-.. .... .. �,..._ _. .,_. 1^ 'Z. ............... SUPER BONUS ROOM I OPT. DEN BEDROOM 3 MASTER BATH 10'-0" GLG, 10'�" CLG. o ® TX ELI z 1 W.I, l 7' .... U., 0 0 _......... -....... .........,..�._....... c� r t n V-6' CLG. - _._. _ I K19g r.I��I M 4 ' I EI '� Z_._ ._.........._._........_... t _.... ._._ ... _......_. I. , rn 5' 12_6 r II 6, AT" I C,/ 1 �149i ACCESS _ �jlI � QD8 I 12 SQFT, . .. . . .. ........... . - BEDROOM 4T 1 MASTER BEEDROOM 2 10' 0"CLG. 112'-O" CLG. 24 SQ.FT. -- w)�. ; . mim, 1_.rx :` i `. - t I I� . n .:. CALL AREA 2 _._ _....._ _........__ �_ ...�.._ .�.. .�..... .... ... � - - .�.._. ..__�... -..� OOM KITCHEN r JG4 Qom" CLG. NO AIS 12'-0" CLG. E REQ. PER o B4 F-P 8.3.7 I d' 3" " 7 -9" 7 T 1' 1f 4 = aTZE / till i I t t 124" GLG 8' I F' 1 � AL-L- 3'-8' POWDER C_ 194r CLG. 37 SOFT. � r o M. HEAT ZONE _ _..._....._..._ J f V i 241 9� a ± 2'-2r ;14SQFT__...___. LAUNb Y--- f 19-V C LG. IL I 2'-9"! 23 1 fiTGRBEDROOM I Ir 7'-7" ® F _" 7 - _. N I �, 1' 1 T-Vdr 1' _7° �p .1, 5,4,E �e� . S, 26 I� } 12'-O" CLG. 25 _ } I T-r' ........_. COVERED VERANDA 12'-0" CLG. em It _ x �_...._ �.-. .�. ..........--..._... �._ i - I PLAN 4154 FIRE SPRINKLER PLAN SCALE:1/4" =1r-err 1-HR. AND 2-HR. GYPSUM WALL ASSEMBLY 1 OR 2 HOUR FIRE RATED THROUGH PENETRATION FIRESTOP FOR SINGLE p p �+ SYSTEM PLASTIC PIPE THROUGH GYPSUM WALLS USING HYDRAULIC SYSTEM BLAZEMASTRCAULK &WALK F RATING =,T-HR. AND 2-HR. This Building is Protected by a T RATING =1-HR. AND 2-HR, DRAWING NOTTO SCALE Hydraulically Designed 1-- - - - - AUtomatlC SPrinkler System. 2 2 Date Installed 8/15/17 _ Location CALC AREA 2 Number of Sprinklers 2 Basis of Design 1. DENSITY .05 qpm/sq.ft. 2. DESIGNED AREA OF DISCHARGE 3 5 sq.ft. 1. PRE -RATED GYPSUM WALLBOARDISTUD WALL ASSEMBLY System Demand A) THE F RATING =1 HOUR IF THERE IS ONE LAYER OF GYPSUM WALLBOARD. 1. WATER FLOW RATE �1 2 gpm B THE F RATING = 2 HOUR IF THERE ARE TWO LAYERS OF GYPSUM WALLBOARD. 2. PLASTIC PIPE - A) NOM. 2" DIAM. jOR SMALLER) SCH. 40 PVC PIPE 2, RESIDUAL PRESSURE AT THE TBJHNOM, 2" DIAM. (OR SMALLI CPVCPIPE. MIN. 114' TO MAX _ BASE OF TEE RISER 51,1 psi NOTE: OR ANNULAR SE N CLOSPACE SE {PROCESSONGE 9HALL R SUPPLY] PIPING SYSTEMS. 3. BLAZEMASTER CAULK & WALK - MIN, 112" THICKNESS OF SEALANT APPLIED WITHIN OPENING. Installed By Fire Sprinkler Systems, Inc. ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT A MIN.1I4" 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. UUcUL SYSTEM NO. WL2151 9 13-7' j[ I ID I- RIBATHROOM aT-7" L 77 CALC AREA 1 3 CAR TANDEM GARAGE 1W-0' CLG. LO rrs 12' 12' 9 1 Zn n T-10" 3'-10" `n 1 Q RISS 4.1lLOCTI N SIZE - SYSTEM PIPE: 314" thru 3" MATERIAL - CARBON STEEL. FINISH - Mli. Galvanized. LISTINGIAPFIR OVA L - * 203-EX 4231. EX 2551 FUNCTION -Support horizontal piping: CPVC, Gopper ar Steel. Size 314" - 2" Prevents upward movement of pipe tram pendant sprinkler diMharge. Stabilize vertical piping. INSTALLATION- Per these instructions including NFPA 13, 13R, 130 and CPVC manufacturers instructions, install on horizontal or vertical mounting surface. FASTENERS - UL Listed per NFPA 13 in WOOD: 314" - 3" CPVC PIPE - 4905 screw - no pre -drill. 314'. -3 . 3` Steel and Copper pipe - #14 x 1 112" SMS or 114"x1 1I2" lag bolt - no pre -drill. in STEEL: min. 18 GA. 314" - 3" CPVC, Copper and Steel pipe - 114" or #14 Tek Screw. FEATURES ` Offset edge eliminates abrasion. Retainer dimples secure hanger to pipe duri'19 installation. Required AFCON #905 screw included- 5116 hex head. ORDERING - Part # and pipe size. CAN ALSO BE USED TO REPLACE - #500 Pipe Strap #520 Tin Strap Hang 510 FAST. SIZE DIM. 03f42.120 P r� s Nominal Pipe Size pn.) Y" 1' 1'J." 1Ss 2" 2%:" 3" 3W 4' 5" 6' a. Steel plpe except threaded NIA 12'-0' 12'-0" 15'-0' 15-0" 15'-0' 15'-0" 15'-0' 15'-0" 15'-0" 15'-0" 15'-D' iightwam Threaded ligh[wall steel NIA 12'-0' 12'-0" 12'-0' 12'-0" 12'-0" 12'-0' NIA NIA NIA NIA NIA pipe Copper tuba 8'-(r 8'-0' W-0" 10'-0" 124" 17-0" 12'-0' 16-D' 15'-0' 16-0" 15'-0" 164r CPVC T-8" 6'-0" 6.6' T-0' 9-W 91-T 10'-0" NIA WA N)A NIA NIA PolybutAene (I PS) NIA Y-9' C-7" 5'-0` 5'-11" NIA WA NIA WA rUA NIA NIA Polybutylene (CTS) 2'-11" 3'4• Y-11" 4'-5" 5-5" NIA NIA NIA NIA WA NIA NIA Ductile iron pipe NIA NIA NIA NiA NIA 15'-0" NIA NIA 15'-O' NIA 15'-O' 154" AFCON 510 HANGER (STEEL - COPPER- C.P. V.C.) N�TT6 SCALE L SIZE - SYSTEM PIPE: 3!4" thru 2" MATERIAL - Carbon Steel. FINISH - Mil. Glavanized. L€STINGIAPPROVAL - `"203-EX 4231, EX 2557 HangerlRestrainer PATENT - No. 6,648,278. FUNCTION - Support horizontal piping: CPVC. Copper or Steel. Provides listed vertical/horizontal restraint and prevents 4 upward movement of pipe from pendent sprinkler discharge. Stabilize vertical piping. R _I. INSTALLATION - Per these instructions includina NFPA 13, 13R, 13❑ and CPVC manufacturers instructions. install on horizontal or vertical mounting surface. Snap over pipe then squeeze strap back allowing pipe to slide freely, When #945 threads are exposed In woad, install 9906 barking nut - FASTENERS - UL Listed per NFPA 13 WOOD - CPVC pipe - 9905ppscrew- no pre -drill. Copper and Steelpsum pope - # 1/4" x S or 114 "xl 112" lag screw - no pre -drill. ThruSTEEL - min. 18 GA. - CPVC, Copper and Steil pipe - 114" or 014 Tek Screw. CONCRETE: Required minimum load each Easterner = 5(wt)+2501bs. FEATURES 1 112" Offset - loose fit allows pipe to slide. Common cameraine for 314" and 1". " Offset edge etiminabas abrasion. AFCON #905 screw included - 5116" hex head. ORDERING - Part# and pipe size. AFCON 94'( hacking nut sold serparately. Nominal Pipe Size (in.) ' 1 ` 1 %a 1'h" 7 2%" 3• 3 Vi 4' 5' 6" a" Steel pipe except threaded WA 12'-0' 12' 1" 15'-0" 15'-0' 75' 0" 15'-0" 15'•0" 154" 15-0" 15'-0" 15'-0" lightwan Threaded lightwall steel NIA 12'-0' 12'-0" 12'-O' 12'-0" 12'-0' 12'-0" WA NIA NIA WA WA pipe Copper tube 6'-0" 8'-0" IV-0" 174" 12'-0" 12'-0" 12'-0' 15'-0" 15-9' 15'-0' 16-0' 16-V CPVC 5'-T 6-0" 6-0'" T-0" 8'-0" 9'-0' 10'-0- WA NIA NIA NIA NIA Polybuyene 0PS) MA 3'-9" 4W 5'-0- 5'-11' WA NIA WA NIA NIA NIA NIA Polybutylens (CTS) 2'-11" 3'-4' T-11' 4'S" 5'-5" WA WA WA WA NIA WA NIA DOCt17e iron pipe WA WA NIA WA NIA 16'-0' WA _ WA 154" NIA 15'-0" 15'-0' AFCON 514 HANGER (STEEL - COPPER - C. P. V- C. ) NOT TO SCALE FLOOR AREA - 4,154 SQFT. TOTAL LIVING AREA - 4,154 SQFT, GARAGE AREA- 678 SOFT. 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 3/4' CPVC, UNLESS OTHERWISE NOTED. 3. PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA 13-9.3.4. 4- HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5. 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 RN❑ 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 ❑O NOT EXCEED 15sgft (1.4 sqm) PER SPRINKLER. I uU r.l 00 w H LLI a o Z d w � _4111 ¢ JLU 2 ¢ it d m co Q z a .t`a Z [� bilize LICENSE NO.684600 CUSTOM, TRACT, MULTIFAMILY AND COMMERCIAL • DESIGN, ENGINEERING AND INSTALLATION 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915"3473 FAX - 951-272-2535 a The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sale 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 F- � � cn ca ep cn °� w w cn C7 zo Zn a co C � ul Y z it CL LU U 0 r` Cl C] C] LL- & Cn Cn © o WOC- d �Ui�Z LLr� OI�R- o U U LL: LLJ _j w � Q ¢ ¢ Lu LU J ra. Q <J wr-' m <� U JOB NO- 31586 DATE: 8/15/17 DRAWN BY: M.N. CLASSIFICATION t� C-16 * LICENSE NO. 684600 0F GAL1�'��`� In 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 FIRE SPRINKLER PLAN SHEET FP2 OF FP3 Table Ft - 6ne Palnf of Revfrnint Nominal "R" " f!" Pipe Size Lessthan Greater than ANSI inches 100 psi 100 psi DN (6,9 bar) (10 bar) V4 01-8" 0,-6" ON20 (0,23.m) (0,15 mp 1 1'-o" 0' 9" DN25 (0,30,M) (0,23 rot) 1_ U4 11-4" 1'-0" pN32 (4,41 m) (0,30 m) 2'-0" 1'-0" 13N40 - DN84 (0,0'1 mj [0,30 m] R R MAX. MAX. One-F'oinf JTvertical.cal fFtes!rairlt RESTRANT E-POINONE-POINT Table 5 - Two Points of R.oTninf Nominal Pipe Size Less than Greate:rthan ANSF lathes 100 psi 100 psi DN (6,9 bar) (6,9 bar) 3/4 4' 0p 3'-0'• DIV20 (1,22rr1). (0,a1 m) 1 5'-0" 4'-0- D1425 {1.52.m; [1,22 m] 1-1/4 &'-p" 5'-0. ONi32 (1,83 m] (1,52 m) 1-1r2-3 7'-p" 7'-0- ❑N.40 - 131+E80 (2113 m; (2,13 tn) S IAnAx.� TWO -Point ANY QI$TAhCE Vertdcay Restrairrt i RESTRAINT TWO -POINT' JBnurrr mpsIr Garage fnslalfatl0n Spec Onions shad only apply lot the Installagdn of UL LIslad 6lszeMaster CPVC pipe Filings in garages requiring sprinkler protection per NFPA 130 and SFPA 13R. Th tandards ife defined In NFPA endes entiued'0nt and Toro s Family Owo ings and Mobile [fumes' and in 'Residenlial 0ccupancles up M Four Slades in Height'. As referenced in NFPA 13D Section 8.fi.4, SPrinders are not required In Barnes, open attached ponchos, caFpnrts w ailni[aFsbructures.'The installation of TFP lllmMaster sprinkler pipe and rifling& }pr use in garages rogviring sprinkltr pr9tn1i on per NFPA t3R ` is only applicable 10 the lot-' Listing of this product. i Requirements for Pipe. Fittk%s, Solvent Cernenl Syslemts, 9ysrem Design, Installation, Fr"zr Pioloctinn, and Penetrating Fire Related Walls and Paruuons are tinted in this insallatlon and tt0fileal liandbvok. Please read these sections of the manual Carefully p or to dealg0V or installing TFP Olazeldaster pips and fittings tnr garage ins:allahons- the irrstallallonof TFP Sla1eMaster pipe and 1111inps in garages requiring syrl nklers is rmly UL lisped aai Is not C.pL Listed. • insWNation Requirements • Prolecticin: TFP blatelhaster CPVC pipe and hulngs Shall be installed dor seated behip it prdreWjnn c0111151ing of a minimum of ene layer of'N thick gypsum wallboard or Ili I hick plywood. -SpdnkltrRequuvmellts: OIL Lksled, quick response, standard coverage, trendenr or sidewall sprinkle w Ilia 2251F (107-C) maximum temperature rating shall he utilued. All sprinkler he Installed per the manufaclurar'& published ,shall inslallalinn inslruc fnstaliar;on Staniar :The Listing lot Garage Installafiens snali pertain to tnost ,d occupancies dafin NFPA 13R. SlralhtL.EdM In accordance with tole 1JL:.Psting. TFP 6lazekUster OPVC pipe and fittings may he used as system risers In aeoordi with NFPA 13, 13D and 13R when subject to the following addifimal fimftaldonw 1. When installed pm itoncealedl in acrordance viilh NFPA 130 and 13R, the minlmum proTwiort &A consist of On or cone layer of Jle (y.5 mm] th iek gypsum walfboard or'!' (124mm) Ittipr pimood, 2 When installed with�It prrrtectipn [exposed} in accordance with NFPq 13, 130 and 13R, the lollmwdg ilanitations shall apply: - rho 'Isar ahalF ba fin ed below a srnoofh, flat, horizontal W[flg oon5truchon:'A Listed residenlial sprinkler is 10 be installed with its deflector atihe d stance from the g spet+hed in the sprinkler Listing. @R The fise'shall be installed below a horizontal unfinished basement ceiiing (in accordance with NFPg 130) constructed utilizing nominal 2' x 1 V or nominal 2' x 12' exposed solid v*d joists on IS- Canters, A Listed fesidenfiar pandent sprinIft S to be insoled with its deflector a maximum of 1 r!: belowMe bottom of the Solid [rood jv(# in anticlpapon Of future Installation of a flnishod telling. When instafiing TFP "asler CPVC pipe and fittings in cocibnction with 2- x 12' solid wood joists, th, mum system working pressure under Hiving conditions shall not exceed lOg�nd iht maximum system warkigg pressure IihdeF static {nonAowingl conditV shall rtRf ekceed 175 psi. The Listed resideddZendiint spnnkleF is 10 have 155T (6VC) maximum lemperalure railing arty is to he Installed at a maximum horizontal gisimee of 12 inches from the oentQltne fit the riser, The system is to be designed based upon the Llsled Bows for the sprinkler selaefed except [hat the flow for a single sprinlder or multlpia 5prinklem shall not be lass than 11 gpm per spnWar. Fig. 29 - Double Offset Hanger & Restrainer for CPVC Plastic Pipe Sfxe Range — Available in 314" and 1" pipe sizes Material -- Pre -Galvanized Steel Function — Intended to perform as a hanger and restrainer for CPVC, plastic fire sprinkler pipe, Provides double offset 1 Y2" x �: =: `• 1.500 1 fW' from mounting surface. This destgn will ease installation by eliminating the need for wood block extension and allow retro-fit attachment of hanger to sprinkler pipe. - Features — • Thumb tab provides protection to restrain pipe in rough job site condition& Tab is not required to be bent for listed installation. �° ■ Offset edge eliminates abrasion- b CQ ■ Attaches easily to wood Structure with two special #10 x 1 hex a head self -threading screws furnished with product. ■ Can be used as a single offset hanger by aligning "dimples" - wlth�top of mounting surface and utilizing two fasteners in two of the three holes provided. o Approvals — Underwriters' Laboratories listed in the USA (UL) ? and Canada (cUL) as a hanger and restrainer to support fire sprif)-cIer systems. Meets afTc#exceeds requirements of NFPA 13, 13H and 13a. Finish -- Pre -Galvanized Qrder By — Figure number pipe size. N T PENDING Double Ofiset =:X I EI e secid tlex head Sc41`-!4 gar fore In - r;r nstailal l G r1 NnT�r`hM'f fn 7ha vino �r1� nor r. C@us L151t I1 I - Single Offset il GUIDING SECTION SCALE: 1 /4" = 11-0" A OPT. FIREPLACE a MASTER BATHROOM SCALE: 114"=1t-0[r MANUR MODEL SYMBOL K-FAC, ORIFICE TEMP. SPACING SIN # QUANTITY RELIABLE RFC4 CONC, PEND. 04.9 7116" 165° 16'x16' RA0616 39 RELIABLE F1RES49 PENEN 4.9 7116" 175° 16'x16 R3616 6 RELIABLE RFC49 CONC. PEND. 4.9 7116" 165, 20VU RAM16 1 - TOTAL SPRINKLERS VATH DEN OPTION: 45 DEN OPTION SCALE: 1 /4" =1 r-0" I M45yC�.7 t r 1 ENN1111 01,04- 1ON103�11 �® FlikExVIIIIIII9 KLIE S'"TEMS 114C. ■ 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 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 property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohlbitted and is a vloiation of eanvriaht laws without first reoeiving ppermission from Fire Sprinkler Svsterrls. V ) 0 F— C) �W CJ A Z3 OL A m LU C3 F- JOB NO- 31586 DATE: 8115/17 DRAWN BY: M.N. ,`"CIA ! OlV Cp r tlu CLASSIFICATION 9C-1 ti C-16 * LICENSE NO. 684660 SIZE -24"x3S" SCALE 114" =1' IE SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID SECTIONS SHEI=T FP3 OF FP3 ' ----'------_^�--_-----------'-- -_-_----------------'-_---_�=-_----___-__----.'__�-�' , — - -------- - — | � sm"� | / / � |� | � | } / | | | ' | M Cl Ul . | / . / | / ' | / , . | / / , | / �| / 'p | /CD >| 10 60 _ k l �^- ~ � � ' ' i ' | --4444 --------------------_--------------------------__--------------------'---------------_--------_/ c� u"c o O�� -a r µApI50N 5'fIIEET .Y�101 lOE'A' _ O N N N A N CANAmgc CIECEE L N L i SECRE} f N N p j m N O 1n a W N P N � / \' m P � N P �{ FrF1EME0 COLLxr o O N a p e y5^��-;}j11� 5041?Y 1101M " N GW W o 4p1 a N O F r I L �� Wi t= �� O � N IVJ V s tw N p •mo I'� rii R In .ap N A W N m � P ��atl¢Exsx pp a V m tmn B rn N I. V P U A W N N W y z ti N - N w DDDDN vDi usi in=m C N a O p m m m m m 2 :�lr S 0m; Q p .Wi OOOOpOyOQ�L", z p Y N .� P 000000boo y N A i113�u75lWY. 0 A n N wl In Ina:Im>yo mz z o G m'.• ]VhYO VDD PwNf 30Y7 N N D n N c u z z P N V W N V A W N C N N O P $ z W A � W N .Otl,.101 Ili FOI j V �y •� N N a V V N V a H A W m µEEv GRIFFIN WAY N O v ro N Z 3AWG137NYCY�iNlAON m N DAMM srAx DRIVE I N N W + d S N j A �� i �• tY N Iw MADAGA1CAP WAY + o Jci fY .'FYI P m V LOT'AS" I Avur�tlAb a WEII SIZE l i g r A%D MSA Coxsmwci, Ixc. CONSTRUCTION PHASING EXHIBIT PLaamla . cma s . wm SF1 ft=u �ezao�.a�DwnvRmmoM m-CA9U70 GRIFFIN RANCH — LENNAFi 7m. " peo) 3 G-M 0 PAz 060) 97 -M DATE: 5/2/2018 S:\2017\31586\CALC\4154.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 4154 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 1 Date: 5/2/2018 File No: 31586 Data File Name: 4154.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 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. Flowing Flow (psi) 1 20.0 18.0 1 20.0 18.0 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. Node Total Avail. Req'd No. Flow Press. Press. 15 25.0 74.5 51.0 15 25.0 74.5 51.0 DATE:'5/2/2018 S:\2017\31586\CALL\4154.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 6.05 51.0 ---- 25.0 6.06 51.0 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 44.9 ---- 0.17 0.00 44.9 2 101 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 44.9 ---- 25.0 0.17 44.9 150 102 0.995 0.0 --- -2.0 ---- ---- 0.17 0.00 40.7 ---- 0.17 0.00 40.7 3 102 70.00 3L - - -2.0 ---- ---- 25.0 3.45 40.7 ---- 25.0 3.45 40.7 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 37.3 ---- 0.04 0.00 37.3 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 37.3 ---- 25.0 0.37 37.3 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 35.2 5 0.05 1.73 35.2 5 104 2.00 L ---- 2.0 -5 5 20.0 0.17 35.2 5 20.0 0.17 35.2 150 105 1.394 6.0 ---- 4.0 ---- ---- 0.02 0.87 34.2 ---- 0.02 0.87 34.2 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.02 34.2 ---- 20.0 0.02 34.2 150 106 1.394 0.0 ---- 4.0 ---- ---- 0.02 0.00 31.1 ---- 0.02 0.00 31.1 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 0.41 31.1 ---- 20.0 0.41 31.1 150 10 1.394 12.0 - 11.0 ---- ---- 0.02 3.03 27.7 ---- 0.02 3.03 27.7 8 10 35.50 2L5R ---- 11.0 ---- ---- 20.0 3.44 27.7 ---- 20.0 3.44 27.7 150 11 1.101 15.0 ---- 11.0 ---- ---- 0.07 0.00 24.3 ---- 0.07 0.00 24.3 9 11 4.50 R ---- 11.0 ---- ---- 15.5 0.72 24.3 ---- 15.6 0.72 24.3 150 12 0.674 1.0 ---- 13.0 ---- ---- 0.13 0.87 22.7 --- 0.13 0.87 22.7 10 12 2.00 150 13 0.874 11 13 12.50 150 14 0.874 12 14 4.50 150 15 0.874 27 14 22.00 150 16 0.874 13 16 2.00 150 17 0.874 14 17 33.00 150 18 0.874 15 18 14.50 150 19 0.874 16 19 2.00 L ---- 13.0 ---- ---- 15.5 0.79 22.7 ---- 15.6 0.79 22.7 4.0 ---- 13.0 ---- ---- 0.13 0.00 21.9 ---- 0.13 0.00 21.9 LR ---- 13.0 ---- ---- 15.5 2.30 21.9 ---- 15.6 2.30 21.9 5.0 ---- 13.0 ---- ---- 0.13 0.00 19.6 ---- 0.13 0.00 19.6 B ---- 13.0 ---- ---- 20.0 1.57 19.6 ---- 20.0 1.57 19.6 3.0 ---- 13.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 B3R ---- 13.0 ---•• ---- -4.5 0.36 19.6 ---- -4.5 0.36 19.6 6.0 ---- 13.0 ---- ---- -0.01 0.00 19.9 ---- -0.01 0.00 19.9 L ---- 13.0 ---- ---- -4.5 0.08 19.9 ---- -4.5 0.08 19.9 4.0 ---- 13.0 ---- ---- -0.01 0.00 20.0 ---- -0.01 0.00 20.0 L7R ---- 13.0 ---- ---- -4.5 0.57 20.0 ---- -4.5 0.57 20.0 11.0 ---- 11.0 ---- ---- -0.01 0.87 21.5 ---- -0.01 0.87 21.5 4R ---- 11.0 ---- ---- -4.5 0.24 21.5 ---- -4.5 0.24 21.5 4.0 ---- 11.0 ---- ---- -0.01 0.00 21.7 ---- -0.01 0.00 21.7 L ---- 11.0 ---- ---- -4.5 0.08 21.7 ---- -4.5 0.08 21.7 DATE: 5/2/2018 S:\2017\31586\CALC\4154.rdf Page 3 150 20 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.87 20.9 ---- -0.01 0.87 20.9 17 20 18.50 LB3R ---- 13.0 ---- ---- -4.5 0.37 20.9 ---- -4.5 0.37 20.9 150 21 0.874 10.0 ---- 13.0 ---- ---- -0.01 0.00 21.3 ---- -0.01 0.00 21.3 18 21 3.00 B ---- 13.0 ---- ---- 0.0 0.00 21.3 ---- 0.0 0.00 21.3 150 22 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.00 21.3 ---- 0.00 0.00 21.3 19 21 16.00 2LR ---- 13.0 ---- ---- -4.5 0.32 21.3 ---- -4.5 0.32 21.3 150 23 0.874 9.0 ---- 13.5 ---- - -- -0.01 0.22 21.4 ---- -0.01 0.22 21.4 28 23 3.00 B ---- 13.5 ---- ---- 0.0 0.00 21.4 ---- 0.0 0.00 21.4 150 24 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.22 21.6 ---- 0.00 0.22 21.6 20 23 29.00 3L3R ---- 13.5 -- ---- -4.5 0.57 21.4 ---- -4.5 0.57 21.4 150 25 0.874 15.0 ---- 13-0 ---- ---- -0.01 0.22 22.2 ---- -0.01 0.22 22.2 21 25 1.00 L ---- 13.0 ---- ••--- -4.5 0.06 22.2 ---- -4.5 0.06 22.2 150 26 0.874 4.0 ---- 14.0 ---- ---- -0.01 0.43 21.8 ---- -0.01 0.43 21.8 22 26 28.50 L4R ---- 14.0 ---- ---- -4.5 0.47 21.8 _-- -4.5 0.47 21.8 150 27 0.874 8.0 ---- 14.0 ---- ---- -0.01 0.00 22.3 -- - -0.01 0.00 22.3 23 27 1.00 L -- 14.0 ---- ---- -4.5 0.06 22.3 ---- -4.5 0.06 22.3 150 28 0.874 4.0 -- 13.0 ---- ---- -0.01 0.43 22.8 ---- -0.01 0.43 22.8 24 28 14.00 L2R ---- 13.0 ---- ---- -4.5 0.26 22.8 ---- -4.5 0.26 22.8 150 29 0.874 6.0 ---- 13.0 ---- ---- -0.01 0.00 23.0 ---- -0.01 0.00 23.0 25 29 2.00 L ---- 13.0 ---- ---- -4.5 0.08 23.0 ---- -4.5 0.08 23.0 150 30 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.87 24.0 ---- -0.01 0.87 24.0 26 30 13.00 LBR ---- 11.0 ---- ---- -4.5 0.27 24.0 ---- -4.5 0.27 24.0 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.01 0.00 24.3 ---- -0.01 0.00 24.3 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, Y= Y, 2 DATE: 5/2/2018 S:\2017\31586\CALL\4154.rdf Page 4 The maximum velocity of water flow occurs in pipe 12 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 12 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 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 3.7.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.09 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. The minimum source pressure is 20.0 psi with a minimum required pressure of 51.0 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: 5/2/2018 S:\2017\31586\CALL\4154.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 4154 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 2 Date: 5/2/2018 File No: 31586 Data File Name: 4154.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.(lGxl6) 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:23G0.0 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 22 18.0 74.5 33.2 2 13.0 7.6 22 31.0 74.5 57.2 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 5/2/2018 S:\2017\31586\CALC\4154.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 33.2 ---- 31.0 9.00 57.2 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 29.9 ---- 0.25 0.00 48.2 2 101 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 29.9 ---- 31.0 0.25 48.2 150 102 0.995 0.0 - -2.0 ---- ---- 0.09 0.00 25.8 ---- 0.25 0.00 43.9 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 25.8 ---- 31.0 5.14 43.9 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 23.9 ---- 0.05 0.00 38.8 4 103 4.00 LG ---- -2.0 - - ---- 18.0 0.20 23.9 ---- 31.0 0.55 38.8 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 22.0 5 0.08 1.73 36.5 5 104 2.00 L ---- 2.0 -5 5 13.0 0.08 22.0 5 26.0 0.28 36.5 150 105 1.394 6.0 ---- 4.0 ---- ---- 0.01 0.87 21.0 ---- 0.04 0.87 35.3 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.01 21.0 ---- 26.0 0.04 35.3 150 106 1.394 0.0 ---- 4.0 ---- ---- 0.01 0.00 18.0 --- 0.04 0.00 32.3 7 106 7.00 2L -- 4.0 ---- ---- 13.0 0.18 18.0 ---- 26.0 0.67 32.3 150 10 1.394 12.0 ---- 11.0 ---- ---- 0.01 3.03 14.8 ---- 0.04 3.03 28.6 8 10 35.50 2L5R ---- 11.0 ---- ---- 13.0 1.55 14.8 ---- 26.0 5.58 28.6 150 11 1.101 15.0 ---- 11.0 ---- ---- 0.03 0.00 13.3 ---- 0.11 0.00 23.0 9 11 4.50 R ---- 11.0 •- ---- 6.5 0.15 13.3 ---- 12.5 0.48 23.0 150 12 0.874 1.0 ---- 13.0 ---- ---•• 0.03 0.87 12.2 ---- 0.09 0.87 21.7 10 12 2.00 L ---- 13.0 ---- ---- 6.5 0.16 12.2 ---- 12.5 0.52 21.7 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.03 0.00 12.1 ---- 0.09 0.00 21.2 11 13 12.50 LR ---- 13.0 ---- ---- 6.5 0.46 12.1 ---- 12.5 1.53 21.2 150 14 0.874 5.0 ---- 13.0 ---- ---- 0.03 0.00 11.6 ---- 0.09 0.00 19.6 12 14 4.50 B ---- 13.0 ---- ---- 0.0 0.00 11.6 _--- 0.0 0.00 19.6 150 15 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.00 11.6 ---- 0.00 0.00 19.6 27 14 22.00 B3R _--- 13.0 ---- ---- 6.5 0.74 11.6 ---- 12.5 2.45 19.6 150 16 0.874 6.0 ---- 13.0 ---- ---- 0.03 0.00 10.9 ---- 0.09 0.00 17.2 13 16 2.00 L ---- 13.0 ---- ---- 6.5 0.16 10.9 ---- 12.5 0.52 17.2 150 17 0.874 4.0 ---- 13.0 ---- ---- 0.03 0.00 10.7 ---- 0.09 0.00 16.7 14 17 33.00 L7R ---- 13.0 ---- ---- 6.5 1.16 10.7 ---- 12.5 3.85 16.7 150 18 0.874 11.0 ---- 11.0 ---- ---- 0.03 0.87 10.4 ---- 0.09 0.87 13.7 15 18 14.50 4R ---- 11.0 ---- ---- 6.5 0.49 10.4 ---- 12.5 1.62 13.7 150 19 0.874 4.0 ---- 11.0 ---- ---- 0.03 0.00 9.9 ---- 0.09 0.00 12.1 16 19 2.00 L ---- 11.0 ---- ---- 6.5 0.16 9.9 ---- 12.5 0.52 12.1 DATE: 5/2/2018 S.\2017\31586\CALL\4154.rdf Page 3 150 20 0.874 4.0 ---- 13.0 ---- ---- 0.03 0.87 8.9 ---- 0.09 0.87 10.7 17 20 18.50 LB3R ---- 13.0 ---- ---- 6.5 0.75 8.9 ---- 12.5 2.49 10.7 150 21 0.874 10.0 ---- 13.0 ---- ---- 0.03 0.00 8.2 ---- 0.09 0.00 8.2 18 21 3.00 B ---- 13.0 ---- ---- 13.0 0.57 8-2 ---- 13.0 0.57 8.2 150 22 0.874 3.0 ---- 13.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 19 21 16.00 2LR ---- 13.0 --- ---- -6.5 0.65 8.2 ---- -0.5 0.01 8.2 150 23 0.874 9.0 ---- 13.5 ---- ---- -0.03 0.22 8.6 ---- 0.00 0.22 8.0 28 23 3.00 B ---- 13.5 ---- ---- 0.0 0.00 8.6 ---- 13.0 0.57 8.0 150 24 0.874 3.0 ---- 13.0 4.71 ---- 0.00 0.22 8.8 13.0 0.09 0.22 7.6 20 23 29.00 3L3R ---- 13.5 ---- ---- -6.5 1.14 8.6 ---- -13.5 4.47 8.0 150 25 0.874 15.0 ---- 13.0 ---- ---- -0.03 0.22 10.0 ---- -0.10 0.22 12.7 21 25 1.00 L ---- 13.0 ---- ---- -6.5 0.13 10.0 ---- -13.5 0.51 12.7 150 26 0.874 4.0 ---- 14.0 ---- --- -0.03 0.43 9.7 ---- -0.10 0.43 12.7 22 26 28.50 L4R --- 14.0 ---- ---- -6.5 0.95 9.7 ---- -13.5 3.71 12.7 150 27 0.874 8.0 --- 14-0 ---- ---- -0.03 0.00 10.6 ---- -0.10 0.00 16.4 23 27 1.00 L ---- 14.0 ---- ---- -6.5 0.13 10.6 --- -13.5 0.51 16.4 150 28 0.874 4.0 ---- 13.0 ---- ---- -0.03 0.43 11.2 ---- -0.10 0.43 17.4 24 28 14.00 L2R ---- 13.0 ---- ---- -6.5 0.52 11.2 ---- -13.5 2.03 17.4 150 29 0.874 6.0 ---- 13.0 ---- ---- -0.03 0.00 11.7 ---- -0.10 0.00 19.4 25 29 2.00 L ---- 13.0 ---- ---- -6.5 0.16 11.7 ---- -13.5 0.61 19.4 150 30 0.874 4.0 ---- 11.0 ---- ---- -0.03 0.87 12.7 ---- -0.10 0.87 20.9 26 30 13.00 LBR ---- 11.0 ---- ---- -6.5 0.55 12.7 ---- -13.5 2.14 20.9 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.03 0.00 13.3 ---- -0.10 0.00 23.0 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, Y= Y, Z DATE:' 5/2/2018 S:\2017\31586\CALL\4154.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 12.79 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 3.7.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.15 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 57.2 psi and a 7 minute flow of 217 gal. and a 10 minute flow of 310.1 gallons. The minimum pressure at any node is 7.6 psi at node 22. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 5/2/2018 S:\2017\31586\CALC\4154.rdf Page 5 WATER SUPPLY CURVE 75.0 C 67.5 P 60.0 R. E 52.5 S S 45.0 U R 37.5 E { 30.0 P 22.5 S I 15.0 7.5 WE IN OB 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 33.2 psi @ 18.0 gpm 57.2 psi @ 31.0 gpm DATE: 8/29/2017 S:\2017\31586\CALL\4154.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 4154 10$ TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 1 Date: 8/29/2017 File No: 31586 Data File Name: 4154.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 10.0 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 (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 74.5 58.8 1 20.0 18.0 15 25.0 74.5 58.8 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 8/29/2017 S:\2017\31586\CALC\4154.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 58.8 ---- 25.0 6.06 58.8 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 52.7 ---- 0.17 0.00 52.7 2 101 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 52.7 ---- 25.0 0.17 52.7 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.17 0.00 48.6 ---- 0.17 0.00 48.6 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 48.6 ---- 25.0 3.45 48.6 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 45.1 ---- 0.04 0.00 45.1 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 45.1 ---- 25.0 0.37 45.1 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 43.0 5 0.05 1.73 43.0 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 43.0 5 20.0 0.48 43.0 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 41.7 ---- 0.07 0.87 41.7 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 41.7 ---- 20.0 0.07 41.7 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 38.6 ---- 0.07 0.00 38.6 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 1.16 38.6 ---- 20.0 1.16 38.6 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.07 3.03 34.4 ---- 0.07 3.03 34.4 8 10 35.50 2L5R ---- 11.0 ---- ---- 20.0 10.16 34.4 ---- 20.0 10.16 34.4 150 11 0.874 13.0 ---- 11.0 ---- ---- 0.21 0.00 24.2 ---- 0.21 0.00 24.2 9 11 4.50 R ---- 11.0 ---- ---- 15.5 0.72 24.2 ---- 15.5 0.72 24.2 150 12 0.874 1.0 ---- 13.0 ---- ---- 0.13 0.87 22.7 ---- 0.13 0.87 22.7 10 12 2.00 L ---- 13.0 ---- ---- 15.5 0.79 22.7 ---- 15.5 0.79 22.7 150 13 0.874 4.0 ---- 13.0 ---- ----- 0.13 0.00 21.9 ---- 0.13 0.00 21.9 11 13 12.50 LR ---- 13.0 ---- ---- 15.5 2.30 21.9 ---- 15.5 2.30 21.9 150 14 0.874 5.0 ---- 13.0 ---- ---- 0.13 0.00 19.6 ---- 0.13 0.00 19.6 12 14 4.50 B ---- 13.0 ---- ---- 20.0 1.57 19.6 ---- 20.0 1.57 19.6 150 15 0.874 3.0 ---- 13.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 27 14 22.00 B3R ---- 13.0 ---- ---- -4.5 0.36 19.6 ---- -4.5 0.36 19.6 150 16 0.874 6.0 ---- 13.0 ---- ---- -0.01 0.00 19.9 ---- -0.01 0.00 19.9 13 16 2.00 L ---- 13.0 ---- ---- -4.5 0.08 19.9 ---- -4.5 0.08 19.9 150 17 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.00 20.0 ---- -0.01 0.00 20.0 14 17 33.00 L7R ---- 13.0 ---- ---- -4.5 0.57 20.0 ---- -4.5 0.57 20.0 150 18 0.874 11.0 ---- 11.0 ---- ---- -0.01 0.87 21.4 ---- -0.01 0.87 21.4 15 18 14.50 4R ---- 11.0 ---- ---- -4.5 0.24 21.4 ---- -4.5 0.24 21.4 150 19 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.00 21.7 ---- -0.01 0.00 21.7 16 19 2.00 L ---- 11.0 ---- ---- -4.5 0.08 21.7 ---- -4.5 0.08 21.7 DATE: 8/29/2017 S:\2017\31586\CALC\4154.rdf Page 3 150 20 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.87 20.9 ---- -0.01 0.87 20.9 17 20 18.50 LB3R ---- 13.0 ---- ---- -4.5 0.37 20.9 ---- -4.5 0.37 20.9 150 21 0.874 10.0 ---- 13.0 ---- ---- -0.01 0.00 21.3 ---- -0.01 0.00 21.3 18 21 3.00 B ---- 13.0 ---- ---- 0.0 0.00 21.3 ---- 0.0 0.00 21.3 150 22 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.00 21.3 ---- 0.00 0.00 21.3 19 21 16.00 2LR ---- 13.0 ---- ---- -4.5 0.32 21.3 ---- -4.5 0.32 21.3 150 23 0.874 9.0 ---- 13.5 ---- ---- -0.01 0.22 21.4 ---- -0.01 0.22 21.4 28 23 3.00 B ---- 13.5 ---- ---- 0.0 0.00 21.4 ---- 0.0 0.00 21.4 150 24 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.22 21.6 ---- 0.00 0.22 21.6 20 23 29.00 3L3R ---- 13.5 ---- ---- -4.5 0.57 21.4 ---- -4.5 0.57 21.4 150 25 0.874 15.0 ---- 13.0 ---- ---- -0.01 0.22 22.2 ---- -0.01 0.22 22.2 21 25 1.00 L ---- 13.0 ---- ---- -4.5 0.06 22.2 ---- -4.5 0.06 22.2 150 26 0.874 4.0 ---- 14.0 ---- ---- -0.01 0.43 21.8 ---- -0.01 0.43 21.8 22 26 28.50 L4R ---- 14.0 ---- ---- -4.5 0.47 21.8 ---- -4.5 0.47 21.8 150 27 0.874 8.0 ---- 14.0 ---- ---- -0.01 0.00 22.3 ---- -0.01 0.00 22.3 23 27 1.00 L ---- 14.0 ---- ---- -4.5 0.06 22.3 ---- -4.5 0.06 22.3 150 28 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.43 22.8 ---- -0.01 0.43 22.8 24 28 14.00 L2R ---- 13.0 ---- ---- -4.5 0.26 22.8 ---- -4.5 0.26 22.8 150 29 0.874 6.0 ---- 13.0 ---- ---- -0.01 0.00 23.0 ---- -0.01 0.00 23.0 25 29 2.00 L ---- 13.0 ---- ---- -4.5 0.08 23.0 ---- -4.5 0.08 23.0 150 30 0.874 4.0 _--- 11.0 ---- ---- -0.01 0.87 24.0 ---- -0.01 0.87 24.0 26 30 13.00 LBR ---- 11.0 ---- ---- -4.5 0.27 24.0 ---- -4.5 0.27 24.0 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.01 0.00 24.2 ---- -0.01 0.00 24.2 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, Y= Y, DATE: 8/29/2017 S:\2017\31586\CALL\4154.rdf Page 4 The maximum velocity of water flow occurs in pipe 8 at 10.69 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 10.69 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 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 3.7.0 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 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 of 58.8 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 18.0 psi at node 15. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 8/29/2017 S:\2017\31586\CALC\4154.rdf Page 5 .n rc12-�g.rTP3�Eic+ti'i t 75.D C 1 67.5 R60.0 D E 1 552.5 S 1 U45.0 R I E37.5 1 (30.0 P 1 522.5 I I ) 15.0 7.5 0 . �4 8 12 16 20 24 28 32 36 40 FLOW (GPM) 74.5 psi, Re5luual = oi.3 psi @ 2300 qpm r flowinq) (1 sprinklers flowing) = Available WatC = Available Water Supply 74.5 psi @ 25.0 c74.5 psi @ 25.0 qpm = Required WateD = Required Water Supply 58.8 psi @ 25.0 c58.8 psi @ 25.0 gpm DATE: 8/29/2017 S:\2017\31586\CALC\4154.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 4154 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 8/29/2017 File No: 31586 Data File Name: 4154.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.(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 22 18.0 74.5 36.7 2 13.0 7.6 22 31.0 74.5 69.9 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 8/29/2017 S:\2017\31586\CALC\4154.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 36.7 ---- 31.0 9.00 69.9 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 33.4 ---- 0.25 0.00 60.9 2 101 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 33.4 ---- 31.0 0.25 60.9 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.09 0.00 29.3 ---- 0.25 0.00 56.6 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 29.3 ---- 31.0 5.14 56.6 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 27.4 ---- 0.05 0.00 51.5 4 103 4.00 LG ---- -2.0 ---- ---- 18.0 0.20 27.4 ---- 31.0 0.54 51.5 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 25.5 5 0.08 1.73 49.2 5 104 2.00 L ---- 2.0 -5 5 13.0 0.21 25.5 5 26.0 0.77 49.2 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.03 0.87 24.4 ---- 0.11 0.87 47.6 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.03 24.4 ---- 26.0 0.11 47.6 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 21.4 ---- 0.11 0.00 44.4 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.52 21.4 ---- 26.0 1.88 44.4 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.03 3.03 17.8 -_-- 0.11 3.03 39.5 8 10 35.50 2L5R ---- 11.0 ---- ---- 13.0 4.58 17.8 ---- 26.0 16.51 39.5 150 11 0.874 13.0 ---- 11.0 ---- ---- 0.09 0.00 13.3 ---- 0.34 0.00 23.0 9 11 4.50 R ---- 11.0 _--- ---- 6.5 0.15 13.3 ---- 12.5 0.48 23.0 150 12 0.874 1.0 ---- 13.0 ---- ---- 0.03 0.87 12.2 ---- 0.09 0.87 21.7 10 12 2.00 L ---- 13.0 ---- ---- 6.5 0.16 12.2 ---- 12.5 0.52 21.7 150 13 0.874 4.0 _--- 13.0 ---- ---- 0.03 0.00 12.1 ---- 0.09 0.00 21.2 11 13 12.50 LR ---- 13.0 ---- ---- 6.5 0.46 12.1 ---- 12.5 1.53 21.2 150 14 0.874 5.0 ---- 13.0 ---- ---- 0.03 0.00 11.6 ---- 0.09 0.00 19.6 12 14 4.50 B ---- 13.0 ---- ---- 0.0 0.00 11.6 ---- 0.0 0.00 19.6 150 15 0.874 3.0 - -- 13.0 ---- ---- 0.00 0.00 11.6 ---- 0.00 0.00 19.6 27 14 22.00 B3R - -- 13.0 ---- ---- 6.5 0.74 11.6 ---- 12.5 2.45 19.6 150 16 0.874 6.0 ---- 13.0 ---- ---- 0.03 0.00 10.9 ---- 0.09 0.00 17.2 13 16 2.00 L ---- 13.0 ---- ---- 6.5 0.16 10.9 ---- 12.5 0.52 17.2 150 17 0.874 4.0 ---- 13.0 ---- ---- 0.03 0.00 10.7 ---- 0.09 0.00 16.7 14 17 33.00 L7R ---- 13.0 ---- ---- 6.5 1.16 10.7 ---- 12.5 3.85 16.7 150 18 0.874 11.0 ---- 11.0 ---- ---- 0.03 0.87 10.4 ---- 0.09 0.87 13.7 15 18 14.50 4R ---•- 11.0 ---- ---- 6.5 0.49 10.4 ---- 12.5 1.62 13.7 150 19 0.874 4.0 ---- 11.0 ---- ---- 0.03 0.00 9.9 ---- 0.09 0.00 12.1 16 19 2.00 L ----- 11.0 ---- ---- 6.5 0.16 9.9 ---- 12.5 0.52 12.1 DATE: 8/29/2017 S:\2017\31586\CALL\4154.rdf Page 3 150 20 0.874 4.0 ---- 13.0 ---- ---- 0.03 0.87 8.9 ---- 0.09 0.87 10.7 17 20 18.50 LB3R ---- 13.0 ---- ---- 6.5 0.75 8.9 ---- 12.5 2.49 10.7 150 21 0.874 10.0 ---- 13.0 ---- ---- 0.03 0.00 8.2 ---- 0.09 0.00 8.2 18 21 3.00 B -_-- 13.0 ---- ---- 13.0 0.57 8.2 ---- 13.0 0.57 8.2 150 22 0.874 3.0 ---- 13.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 19 21 16.00 2LR ---- 13.0 ---- ---- -6.5 0.65 8.2 ---- -0.5 0.01 8.2 150 23 0.874 9.0 ---- 13.5 ---- ---- -0.03 0.22 8.6 ---- 0.00 0.22 8.0 28 23 3.00 B ---- 13.5 ---- ---- 0.0 0.00 8.6 ---- 13.0 0.57 8.0 150 24 0.874 3.0 ---- 13.0 4.71 ---- 0.00 0.22 8.8 13.0 0.09 0.22 7.6 20 23 29.00 3L3R ---- 13.5 ---- ---- -6.5 1.14 8.6 ---- -13.5 4.47 8.0 150 25 0.874 15.0 ---- 13.0 ---- ---- -0.03 0.22 10.0 _--- -0.10 0.22 12.7 21 25 1.00 L ---- 13.0 ---- ---- -6.5 0.13 10.0 ---- -13.5 0.51 12.7 150 26 0.874 4.0 ---- 14.0 ---- ---- -0.03 0,43 9.7 ---- -0.10 0.43 12.7 22 26 28.50 L4R ---- 14.0 ---- ---- -6.5 0.95 9.7 -_-- -13.5 3.71 12.7 150 27 0.874 8.0 ---- 14.0 ---- ---- -0.03 0.00 10.6 ---- -0.10 0.00 16.4 23 27 1.00 L ---- 14.0 ---- ---- -6.5 0.13 10.6 ---- -13.5 0.51 16.4 150 28 0.874 4,0 ---- 13.0 ---- ---- -0.03 0.43 11.2 ---- -0.10 0.43 17.4 24 28 14.00 L2R ---- 13.0 ---- ---- -6.5 0.52 11.2 ---- -13.5 2.03 17.4 150 29 0.874 6.0 ---- 13.0 ---- ---- -0.03 0.00 11.7 ---- -0.10 0.00 19.4 25 29 2.00 L ---- 13.0 ---- ---- -6.5 0.16 11.7 ---- -13.5 0.61 19.4 150 30 0.874 4.0 ---- 11.0 ---- ---- -0.03 0.87 12.7 ---- -0.10 0.87 20.9 26 30 13.00 LBR ---- 11.0 ---- ---- -6.5 0.55 12.7 ---- -13.5 2.13 20.9 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.03 0.00 13.3 ---- -0.10 0.00 23.0 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, Y= Y, Z DATE: 8/29/2017 S:\2017\31586\CALC\4154.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 8 at 13.91 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 0.995 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 3.7.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.05 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.17 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 69.9 psi and a 7 minute flow of 217 gal. and a 10 minute flow of 310.0 gallons. The minimum pressure at any node is 7.6 psi at node 22. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 8/29/2017 S:\2017\31586\CALL\4154.rdf Page 5 WATER SUPPLY CURVE 75.01 A C 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E { 30.0 P 22.5 S I i 15.0 7.5 CB 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 36.7 psi @ 18.0 gpm 69.9 psi @ 31.0 gpm V xx_ +' O"S �t�Ctl Domestic Water System Flow Analysis Domestic Water System Flow Analysis (Hydraulic Model) Requested By: FIRE SPRINKLERS SYSTEMS, INC. Address: 705 E. HARRISON STREET CORONA, CA 92879 Contact Name: I JAMIE BISHIP Phone: 800-915-3473 Email: jamieb@fireinc.net Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Date: 7118/17 APN: Req. Fire Flow: 100Dgpm at 20psi fort hours. Project Name: GRIFFIN RANCH Cell: Domestic Water System HYDRANT AT THE NE CORNER OF MERV GRIFFIN WAY AND DAMASCUS DRIVE, La Quinta, GEO Flow Analysis Location: 1 6-7-15-2, PZ 17-8160 Model Information CVWD Domestic Flow Analysis Description" ModelRequested Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): -16 system flow Steady State, Dynamic (psi): 82.8 None available Residual Pressure (psi): 74.82 without Fire Flow Tested (gpm): 2,300 exceeding N/A CVWD's Combined Total: N/A criteria. Tested Model Junction: J1828 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No,/Level (s): Reservoir 6726 Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (145') Model: MervGriffin&Damascus-CVWD DomesticWater_D12616 Comments: The domestic water system is capable of providing 2,300 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple fire hydrants. This simulated system flow analysis may not Include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is greater than 5,000 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is importantto note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397. Completed By: Date: d S' ,Nss R Page 1 of 1 ENG DS 016 ° (8/31/15) City of La Quinta Design and Development Department Z.-Maxborl-V 78-495 Calle Tampico La Quinta, CA 92253 - — ar" fdr DI M' -- Telephone: (760)777-7125 Fax: (760)777-1233 }vww la-puinta.aro Riverside County Fire Department Riverside Office 2300 Market Street, Ste. 150 Riverside, CA 92501 (951)955-4777 FIRE REVIEW APPLICATION 19 NEW ❑ TENANT IMPROVEMENT V i JUN 04 2018 CITY OF LA QUINTA DESIGN & DEVELOPMENT DEPARTMENT r- PERMIT NO. F5S- 0-4Z PROJECT INFORMATION (Please Print) Project Name: GRIFFIN RANCH /TRACT 32879 /PLAN TYPES Sign: %7 Site Address: MASTER PLAN S City & Zip: LA QUINTA, CA 92253 Print: JANIIE BISHIP 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. 'Applicanf recognizes this contracted arrangement and shalt compiy with County Fire Departn,:: nt directions. AP.PLICANTICONTACT INFORMATION CONTRACTOR INFORMATION: W Same as Applicant info Applicant Name: FIRE SPRINKLER SYSTEMS contractor#: 684600 Contact Person: JAM I E B I S H I P Mailing Address: 705 HARRISON ST. # 200 City & Zip: CORONA, CA 92879 Phone Number: 951-272-2522 Fax: Email: Contact Person: JAM I E B I S H I P Mailing Address: 705 E. HARRISON ST. #200 City & Zip: CORONA, CA 92879 Phone Number: 951-272-2522 Fax: Email: A. APPLICATION TYPE FIRE SPRINKLER SYSTEM SUPRESSION SYSTEM ❑ NEW COMMERCIAL/INDUSTRIAL ❑ HOOD & DUCT $405 ❑ 0-35,000 SQ FT $639 ❑ SPRAY BOOTH $795 ❑ 35,001-75,000 SQ FT $756 ❑ CELL SITE $795 ❑ 75,001-120,000 SQ FT $951 ❑ OTHER SUPRESSION SYSTEM $795 ❑ 120,001 AND UP $1185 MISC ❑ TI COMMERCIAL/INDUSTRIAL 1 $405 ❑ HAZMAT $327 0 RESIDENTIAL -1 .DWELLING UNIT $405 ❑ HIGH PILE RACK STORAGE $327 O RESIDENTIAL - (EA) ADDITIONAL x $171 ❑ NEW COMMERCIAL - U/G WATER $483 ❑ MULTI -FAMILY (3 OR MORE) $561 ❑ FIRE FLOW REPORT $327 FIRE ALARM SYSTEM ❑ TECHNICAL REPORT RESEARCH HOURLY @ $156/HR ❑ COMMERCIAL- SPRINKLER MONITORING71 $405 ❑ SPECIAL INSPECTION $161 ❑ COMMERCIAL - FIRE ALARM SYSTEM 1 $1092 ❑ FIRE PUMPS $639 FIRE ALARM SYSTEM ❑ STANDPIPE SYSTEMS $561 ❑ COMMERCIAL - SPRINKLER MONITORING 1 $405 ❑ WATER TANKS $390 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1092 STORAGE TANKS ❑ DISPENSERS ONLY HOURLY @ $156/HR ❑ ABOVE GROUND HOURLY @ $156/HR Each aaalication Me includes a Technoloov Enhancement FPPSS k RPrnrdS MnnnnPmPnt FPP <i n City of La Quinta Design and Development Department 78-495 Calle Tampico La Quinta, CA 92253 �•* r ,w Telephone: (760)777-7125 Fax: (760)777-1233 N�k1171ZC,-Cip,i^tg,or,g Riverside County Fire Department 1bRiverside Office 2300 Market Street, Ste.150 Riverside, CA 92501 (951)955-4777 FIRE REVIEW APPLICATION CI NEW _ _ ❑ TENANT IMPROVEMENT PERMIT NO. 7L PROJECT INFORMATION (Please Print) Project Name: GRIFFIN RANCH Site Address: MASTER PLAN TYPE (5) 4154 City & Zip: LA QUINTA, CA Sign: Print: JAA'illf BISHIP I have read and understand that fees are DEPOSIT BASED FEES and there may be additional money due prior to or after project final, 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 arransaemeni and shah comply with County Fire Department directions. _ APPLICANT/CONTACT INFORMATION BILLING INFORMATION: El Same as Applicant info Applicant Name: Contractor FIRE SPRINKLER SYSTEMS, INC. License Number: 684600 Contact Person: Mailing Address: JAMIE BISHIP 705 E. HARRISON ST. City & Zip: CORONA, CA 92879 Phone Number: 951-272-2522 Fax: Bill To: FIRE SPRINKLER SYSTEMS, INC Mailing Address: 705 E. HARRISON ST. #200 City & Zip: CORONA, CA 92879 Phone Number: 800-915-3473 Fax: Email: jamieb@fireinc.net Email: jamieb@fireinc.net The person listed on "Billing information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any rhnnnae sn hillinn infnrmntinn mirst hp made in wrllina to our olfiCe, A. APPLICATION TYPE (each application t pe includes a $5 technology enhancement fee) FIRE SPRINKLER SYSTEM STORAGE TANKS ❑ COMMERCIAL TI -1-9 HEADS NO FEE ❑ DISPENSERS ONLY $217 ❑ COMMERCIAL TI - 10 + HEADS $619 ❑ ABOVE GROUND - 1 TANK $217 ❑r RESIDENTIAL -TRACT HOME -MODELS $619 ❑ ABOVE GROUND - EACH ADDITIONAL $32 ❑ RESIDENTIAL - EACH ADDITIONAL UNIT $126 EA ❑ UNDERGROUND $217 ❑ RESIDENTIAL -CUSTOM HOME $619 MISC FIRE ALARM SYSTEM ❑ HAZMAT $589 ❑ COMMERCIAL -SPRINKLER MONITORING $192 ❑ HIGH PILE RACK STORAGE $353 ❑ COMMERCIAL - FIRE ALARM SYSTEM $632 = ❑ NEW COMMERCIAL- UNDERGROUND WATER $701 SUPRESSION SYSTEM ❑ FIRE FLOW REPORT $178 ❑ HOOD & DUCT $215 ❑ TECHNICAL REPORT RESEARCH $589 ❑ SPRAY BOOTH $215 ❑ SPECIAL INSPECTION $126 ❑ CELL SITE $215 ❑ ITEMS NOT LISTED ARE ON A SLIDING SCALE STARTING AT -------------------------- $197 ❑ OTHER SUPRESSION SYSTEM $215 These are Deposit Based Fees. There may be additional money due prior to or after project final.