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xFSS2017-0023 ('`- '' ' Permit Details • PERMIT NUMBER �� = City of La Quinta FSS2017-0023 9 w� Description: RITCHIE RESIDENCE/FIRE SPRINKLER Process Summary Type: FIRE SPRINKLER Subtype: RESIDENTIAL-CUSTOM Status: FINALED Applied:8/4/2017 MFA HOMES Parcel No: 646121017 Site Address:48633 CALLE ESPERANZA LA QUINTA,CA 92253 Approved:8/15/2017 RGR 11 Subdivision:TR 20052-4 Block: Lot: 17 Issued: Lot Sq Ft:0 Building Sq Ft: 0 Zoning: Finaled: 5/2/2018 RGR ftw ) Valuation:$0.00 Occupancy Type: Construction Type: Expired: No. Buildings:0 No. Stories:0 No. Unites:0 Details: Applied to Approved ADDITIONAL SITES 111.11111. ■ ; ILI - CHRONOLOGY 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. PLAN CHECK SUBMITTAL MARY FASANO 8/4/2017 8/4/2017 RECEIVED CON DITION CONTACTS W NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT NICHOLAS DOMNICK 16224 SPACE DR MORENO CA 92551 VALLEY OWNER JAMES RITCHIE 48633 CALLE LA QUINTA CA 92253 ESPERANZA Printed:Thursday,January 26, 2023 10:53:56 AM 1 of 2 CRW.sysTEms ° Permit Details PERMIT NUMBER ` �I c, ' o w�� City of La Quinta FSS2017-0023 `y of TY# Ail FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT# CHECK# METHOD PAID BY CLTD BY FIRE SPRINKLER FSS2017 SYSTEMS RESIDENTIAL- 101-0000-22811 1 $614.00 $614.00 8/4/17 R27005 0023 DEBIT NICHOLAS DOMNICK MFA CUSTOM Total Paid for FIRE SPRINKLER SYSTEMS RESIDENTIAL- CUSTOM: $614.00 $614.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 8/4/17 R27005 F552017 DEBIT NICHOLAS DOMNICK MFA ENHANCEMENT FEE 0023 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS: $619.00 $619.00 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE OVERHEAD ROUGH RGR 8/30/2017 8/30/2017 APPROVED PIPING FIRE FINAL** RGR 5/2/2018 5/2/2018 APPROVED PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE 1ST FIRE(2 WK) RONALD 8/4/2017 8/14/2017 8/15/2017 APPROVED FILED IN FRONT COUNTER DRAWER D L GRIESINGER BOND INFORMATION ATTACHMENTS Printed:Thursday,January 26, 2023 10:53:56 AM 2 of 2 CANWsysrEms 2R_6" 7'-.0' 2'-6" GENERAL NOTES A. THIS DESIGN & INSTALLATION REFLECTS N.F.P.A. 13D, 2016 ED. \41:‘" AND THE INDIO FIRE DEPARTMENT AMENDMENTS. sox-0SL 1. THIS DRAWING SHOWS THE LAY-OUT OF THE SYSTEM AND Y� Pxg€ g PO; C INDICATES THE APPROXIMATE LOCATION OF EQUIPMENT I -- / A-2 A-2 AND PIPING. THE PIPING IS TO BE INSTALLED IN ,. 1-_.0., 3'-O } APPROXIMATELY THE AREA AS INDICATED ON THE � � j E+xq€: A DINING ROOM I"u �F ` J -_-� I DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE w / A-2 s _ 3' I 3 RESPONSABLE FOR ANY MODIFICATIONS AS MAY BE exrTs ctPR(TI+1A) ores OI aRcrE�IP) �� REQUIRED TO SUIT STRUCTURAL OR JOB CONDITIONS, ELI- CONTRACTOR SHALL FURNISH ALL OFFSETS, ADDITIONAL oEL 7 a ® - FITTINGS, PIPE ADJUSMENTS ETC. , AS MAY BE REQUIRED EL �r N Z TO MEET INSTALLATION CONDITIONS. �` aoxss °[-17R(TEMP) 2. ONLY UL APPROVED AND NFPA LISTED EQUIPMENT i rr. 1- 1 pxqc; BREAKFAST �t SHALL BE USED. � �, NOOK , �` i i 3. THE CONTRACTOR IS TO REVIEW AND VERIFY ALL FIELD : o MASTER BEDROOM'SUITE 1 R CONDITIONS, MEASUREMENTS, PLANS AND STOCK LISTS, N r 4. PENETRATIONS THROUGH FIRE RATED PARTITIONS TO BE I� N N II N I4 14 F N N N N -- 1 1 1 • _ 1 1 1 f- SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION. • �'- '-111/�' 4 -$ $ -$ 1 -� /a -5/ - nxr.s.srt, .ua' I� 1� I� I� I _ I , R Sid r' i 1�7.D5� p� I t • - - Itcm5. CONTRACTOR IS TO PERFORM AND MEET ALL CODE 4 , • REQUIRED TESTS AND FILE A MATERIAL AND TEST 2' , - ! I�az CERTIFICATE PERfNFPA #13D. H Z r - r 121, -- 6. HYDRAULIC PLACARD TO BE PROVIDED AT THE BASE OF I I" . ' THE RISER ON CALCULATED SYSTEMS. LIVING.ROOM ENTRY/ TF�2 jl BEDROOM 2 s DINING ROOM - 2 \ - 4� KITCHN ICI 7 7. ALL HEADS SUBJECT TO MECHANICAL DAMAGE TO BE LIVING ROOM \� . i - 1 PROVIDED WITH HEAD GUARDS. _ ie S. CONTRACTOR IS TO REPORT CONDITIONS REQUIRINGx 1 ,, in T-8" • 3'40' - - c-+ os - CHANGES FROM PLANS TG THE ENGINEER PRIOR TO T I ' PANTRY r-a. I W : 1 STARTING WORK. . - � � _. .■� r ti � � . , SECTION ,-.. 9. SPRINKLER HEAD TEMPERATURE RATINGS TO BE IN " 25 S ACCORDANCE WITH NFPA 13D OR OTHER GOVERNING f 2-O 'r-O • o _ ___ _ CODE. � ` _ GALLERY I i D j' 1 [ ) vER* 04 1. A-2 , 10. HANGERS ARE TO BE IN ACCORDANCE WITH NFPA 13D. I 5 -5 14 28X68 DR - I : 2 EARTHQUAKE BRACING TO BE PROVIDED WHERE REQUIRED. � 2ox$8 DR I E a `r' , i" E WALK-I N-(%D3� �? `' 11 . FLUSHING CONNECTIONS TO BE PROVIDED AT THE ENDS OF • 33 I - GROSSMAINS. 11 ¢�i cD ° 1 -- - r"-i I (,) 42X36 14 12 AUXILIARY DRAINS TO BE PROVIDED WHERE REQUIRED TO '-1 VEIT 5. s Q 2 - -� DRAIN ALL PORTIONS OF THE SYSTEM. �_=&6 BATH 3 LAUNDRY 24 • (::,: 13. RELIEF VALVES ARE TO BE PROVIDED ON GRIDDED BATH 2c)) 0 wz r - -- - - SYSTEMS. i � 26x68 DR i, °il; I ' 1 r . . , 23 -. N3h4/ 14. ALL WORK SHALL BE APPROVED BY AUTHORITIES 28F68Df 35 NIiSTER BATHI O ES HAVING �, JURISDICTION. - SELF R.AD. J . A.U.Y r t. ti60X68 MIRROR :' PASS R 60X68 MIRROR B1-PASS I r •$ _� �r 15. SPARE HEAD CABINET WITH REQUIRED # OF HEADS, AND 1 1t , ,--1 . ---= WRENCH TO BE PROVIDED. 2 _ _ 21-1 U •-3 r 10.-9 2 ' R f' I `---� $1 ' �1 ` 71 F _ 1nini NOTES TO THE OWNER 41 Rr -4� e�'_ r I _ 3 -' Irts1 THE SPRINKLER SYSTEM MUST14 BEDROOM0[ .� 14 ' : BE MAINTAINEDAND TESTED D OO 2 BEDROOM 3/DEN VICINITY MAP i 0 REGULARLY BY YOU OR YOUR AGENTS IN ACCORDANCE WITH NFPA :' / 0 REQUIREMENTS. 31 / YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE I `', '`'d" ___11-D" '-�" _ 4 rI PREMISES TO PREVENT SYSTEM FREEZING. Ns YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO . . 60x50SL 5Fx50 sL . MAINTAIN THE SYSTEM. s II T8 3r- 1 ';`? 0 n, r":41P. 6" il_6M rr u " ! try rs1 :::.. „tpoefairaT.e„../ .4, r -3 9 2 CAR GARAGE IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, ` 4' . A-2 I f, __.,. ; pxql: THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. _ . _$. r 1 r A- -.. 1 immOtt f .. .' . .. _ f f a 'I. ._. 1 .41( 164 1 0' 0% 41-7% , 1 tL)ILI4 NOTES TO THE OWNER - f � . .p .� 1 1 imbillike., c.... .:, . .00CUPANCY: R-3le - r .I i .', . _ , 1. - .9 q .11/444-.' `- A. 27 • k TYPE V NON RATED : w 3 I* . f.,.---.s. 11 , . ::'.. • -\-.. ------- 1 STORY • ---._ - . IIIIIIIIrr� - _.. - ti . DR • _.� `.E;4,,,, ,i„ „ia I -- \_ 16'x 7'ROLL-UP GARAGE :f.. SWP1684 ) , x.6O. 515 SQ, FT. i. • - . >� x . I i_j p p.' ' 4lt, fr s: pxgC;ARGHITEGTtrFiA 5 •• 1111 ^„ <'Sr :.:.. r PROfECTIEr"O� 2, ;:," { �• �. LIVING FLOOR AREA 2 050 SQ. 9_ 1/4 • _ pp 1 a, x 11-3 19-7 -6" 17' 1U" 4.9 fi" ,, GARAGE 466 SQ. , -: , i: �-yap �,_�„ 1 c 45,-6a FT ;;•. ; cPV 0. :Y' y.. $ .- �`6 » 0 Au �;I PRESSURE GAUGE • } • % ' a ;<.. ..,s.,... ACCESS PATIEL CPVC RISER t' . . f w � _ I .�6 .•: Ile# :... :F''�':s ��• NA' �': �Y, .'P ... ,� ; ...•.. I MAIN DRAIN VALVE AP N 54 - 1 0 &INSP-TES7 TRACT 20052-4 :. 3 ' .;«s! Er P y DRAIN LINE APPROVAL' ''" , � 1"CHECK VALVE O � B'�n1£n� • LOT 17 qa :.�. (RUBBERFACED) RIVerSlde Coun F[ p- ",s.: la , : z I f �':De: rshal I �1_4. r „. . ,.,: „..,„ °._.,..- - , - . ,,,.. _ „,-,,,, ,. „,-T. ,._- _. + 1"COPPER PIPE fib' na rcr z 5 5 does Iant. T The val f la PraLco�Ic.xs aRP� ° etlanionor€dulty ®� �TOECO F1G.22 ,PVC STRAP GLPSEDRIRC�CP.�C PLNg11C RPE rNRW1611del C !tautstRwr--- +•Fili.M167-FIR.GYP9111AVNALLA85E4ffiLY Ilat0nany C1�B°R} 9"CPVC rm[t tfise iol ori,tTh QCEILING I=AN F W :, w,a,AB•D_R' Ids al Qrdfnanc�s.Car stro f ua n r an oho accessjbke asld exposed for irs5pectlorl p s L. r.11•x1•1 IR Ar9aHR 'A {,QUO �Pb 'tV s3o3o� � 1 NIP.� �a 1rM7 ar µ1AEHi.LESS 71Y711 LRLkSp-FS �R �,� 0 iSET' 4 FOR A CEILING MOUNTED FAN.CONSIDER THE BASE f approved by the Flre peRaTtrTlBnt• F I E oa F 1:1c.C: 1°. I w C r CALL PIPING tlPYC PIPING �■ i t Xj.ZRPL: ATTACHED TO THE CEILING AN OBSTRUCTION.BUT WNW O/_"'' ,I u *^ IRE y �/ CgLrOpT IIrOPO�OGT OR00.[Mc4 a` " onntsaa�ao��cso�ora� 4[Go NOT THE BLADES.SEE MINIMUM DISTANCE FROM * a° PROTECTION ��f II II NICKJ.DOMNICK c� HPxn:Er FAN BASE TABLE BELOW. eo�c� av�*®oe�®o®s+oao©o�a G SELF scREvo ,,,, XE;,,, £LF OUP.ROAM OL4s �Y aR DOMESTIC AUGyy[� /l TAPP�iI.^,SCR EY: �� dn0 r� TO[��IV,C.w.f IG 1-'.111,, a L V 1 CPVC PIPRia-• G* .I,rrr.'�. z , `I ' P i P i N NOTES : al N ' } 11 CEILING FAN BASE t 5 G.P.M. o C-16# Cr re r_J w SINGLE FASTENER DOUBLE FASTENER 1 { fr. - ci Il-Il •Q °°a G 1 R °o '� ��-' su CITY Cis L �QUINTA 0 N % 'A 68227fi 0a 0 - C CPVC PIPE STRAP CPVC PIPE STRAP A-] fl �I�IMUNITY DEVELOPMENT °�'a 5 TE`a❑ G A'j.1 NEAII5E}M!J(.TI"3RR/L RE[ ALL PIPING TO C.P11.C. UNLESS OTHERWISE NOTE �., -., spa"w.�TcR METER .J00rya4.3a� ¢- W CR.3 22•CPVC HANGER a FIGURE 23-CPVC HANGER AND NO BLOCK HANGER J / ~� _ II, �� O,'t { -- 7- { 1•T� CEILING FAN BLADE f Of( IMYWLL.siEraam,ap1 g I2,10 FIRE-RMlKiK1.RR.5HON S 11 12 PSI LOSS �� L' �� WFJW SELF a A �_ BH LH.weir 3 ER mic e5[NE nvn. ALL MAIN LINES TO 1 C.P.V.C- U.N.O. PINeG$CR EW - iFSO,Ef.AN PMFORuaa[s lRCyggCSart e[aµyr. RSFu°RwEs+°ppuvirnfkELsu cr�`AeslolsSCREW r o AIMPOLOO IwaEvnaRae�uornRrl.nR.rxcRnrlrva. IF _ T 1°PVCZ %I° 1"COPPER L 1"PVC fl �� 5 •�.: PU�HOFSEAAAFORN+HRRRC•1d1HG ALL BRANGHLINES TO BE 1 C.P.V.C. Iv MINIMUM RgS'Fh+ER 512E ACC I �I � I oKsFic) tgr I MinimLlmDistanceiramFanBase P.imrImm01FMTEFIOPCad"R1h-..4'• ALL DROPS TO BE 1 " C.P•V.C. 5' 25'-0" id 150 WATER FLOV1! INFORMATION :-/A.M 4.fWENDIMENSION B-MININN19f ORT,ZONTAL see 4:'a'.LF.T Wti14RALF�R.ICDITI6TlINSTR1,CT/OM III .�'� MA�[IMLIM DISTANCE BETWEEN HANGERS OF d95TRUCTION DISTANCE GL�SED PVGICPVG FLA3TIC PIPE THROUGH 1 NOMINAL PIPE - f1'-4' HANGERS PER NFPA 13D 201 EDITION DOUBLE FASTENER g E LPI 9!4' 1 1-114' 1-1l2• 2' 1' -I' 1-HR;aNC'2-HR.3YPSJM 4LWLL AS�Ett13CY w D STATIC PRESSURE 70 P.s.l. 1jj CPVC PIPE STRAP a4' AND MANUFACTURERS SPECIFICATIONS. CO FIGURE 24-CPVC HANGER CI COPPER TUBE B'•p` $'•0• 7p'•0• WO72'dY' � l� �' B' cio - c � 5'- .0• e.B• fi-a" �'-B- CPVC DETAILS � RES. PRESSURE zo P.S.I. O FIRE SPRINKLER RISER DETAIL & UNDERGROUND ct FLOW 500 G.P.M. CEILING FAN DETAIL UNDERGROUN❑ TO BE DOE BY OTHERS - . 0_ g< CO < A) - __ NT.3.SCALE (FOR HYDRAULIC REFERENCE ONLY) FROM PUBLIC UTILITIES -) V" -I _J . AND IROJECT. OWNER : SPRINKLER HEAD LEGEND NO. DATE DESIGN CALICEN ESTA s�°s BY: N.D.F.P \MES & CYNTHIA RITCHIE T1 R. CONSTRUCTION i _ __ X NICHOLAS DOMNICK FIRE PROTECTION Sprinkler Legend /1\ I F : � 16224 SPACE DRIVE I1 77-2Z4 GALLS POTRERO _ - VO MREIVO VALLEY, GA 92551 I 633 CALLE ESPERANZA 5mlaol�Manufacturer 51N Model K-Factor Type Size Response Finish Temperature Quantity s � $��-1347 LA Q U I N TA t CA ti;J V Tyco 3596 LF 11 4.9 Pendent ' Quick White 155°F 1T - !T co TY-2234 LF-fl 4.9 Pendent ' Quick White 175°F I 5 - -- - '- - QUINTA, GA 4 • Total= 22 -^ DRAWN BY : NICK _ ._ ._ FIRE SPRINKLER PLAN k".f Al F . w ►R•. - A. I rt f1 • n■F 47 T rYA 1 ftA I Hydraulic Calculations for Project Name: RITCHIE RESIDENCE Location:48633 CALLE ESPERANZA, LAQUINTA, CA, Drawing Name: RITCHIE RESIDENCE FIRE.cad Calculation Date: 8/2/2017 Design Remote Area Number: 1 Remote Area Location: most remote Occupancy Classification: Residential Commodity Classification: residential Density: 0.050gpm/ft2 Area of Application: 500.00ft2(Actual 235.03ft2) Coverage per Sprinkler: 256.00ft2 Type of sprinklers calculated: Pendent No.of sprinklers calculated: 2 Type of System: wet CPVC Volume of Dry or PreAction System: N/A In-rack Demand N/A gpm at Node: N/A Hose Streams: 5.00 at Node: 5 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 5: 31.19 @ 35.236 Water Supply Information: Name of Contractor: NICHOLAS DOMNICK FIRE PROTECTION Address: 16224 SPACE DRIVE, MORENO VALLEYT, CA 92551 Phone Number: 951-807-1347 Name of designer: NICK Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A APPROVAL Riverside County Fire Department of tyFir arshal By: Ronk esinger The approval of plans and specifications does not permit the violation,deletion,omissi••or faulty installation of any requirements of e• Local Ordinances.Construction shall I��D accessible and exposed for lnspecti ipt'i' approved by the Fire Department. AUG 0.4 7017 CITY OF LA QUINTA COMMUNITY DEVELOPMENT ©M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.61.0 1 8/2/2017 8:15:26PM Page 1 0 0 r 0 r� - o d _ N A d co l?. u)'0 - ai I) Z.,ai - Ili (I)) CO-p o D EZ _ a) a) Ci) - o a o m - 2 d - o co In CO - 0 n 0 m O N - N CO . ✓_ O. - CO tL^ o E V _ - A CD . _ V c0 0 LT. CU L - 75 - _ 0 QZL _ 0 0 o V- C in - > in - N_ o Y O. - Z_ o - 0 C E 0 0_ _ u, CO 0 - Q v - o _ o - o W c'+— - U .Z _ W 0 - U m 0) o o w - LLI a'- N_ m -o ai - m C 2 m CI x c M - - Q U = CO IA CD int E U — Z m w m m • v _ o d • N a l E = nn Lci CD ai E c>. —m_ g, 1 = 0 0 O� Z p III[[Iltl 111111111'111[1iill ?Till l[i111SIi111,1f1111 1111IT1I 0 • 0 o o coo oN- m Io m o 0 0 L Isd -ainssaid , iilli Summary Of Oufflowing Devices i Job Number: 1 Report Description:Residential i i) Actual Flow Minimum Flow I K-Factor Pressure Device (Wall {Wm) {K1 (usil c> Sprinkler 101 _ _ 12.96 12.80 I 4.9 7.000 I I Sprinkler 102 13.22 I 12.80 I 4.9 • 7.283 I e> Most Demanding Sprinkler Data d,,©M.E.P.CAD,Inc. .ie AutoSPRINK®12 v12.0.61 0 8/2/2017 8:15:31PM Page 3 Job Name: RITCHIE RESIDENCE Remote Area Number: 1 Date: 8/2/2017 I Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) (gpm) (psi) (gpm) (psi) 5 Water Supply 70.000 55.000 500.00 69.912 31.19 35.236 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 5 0'-0 Supply 35.236 26.19 I 101 10'-03/4 Sprinkler 7.000 12.96 102 10'-03/4 Sprinkler 7.283 13.22 1 11'-0 7.065 I 2 11'-0 7.065 1 3 11'-0 9.748 4 0'-0 35.236 Le M.E.P.CAD, Inc. •iFi AutoSPRINK®12 v12.0 61.0 8/2/2017 8:15:33PM Page 4 Job Name: RITCHIE RESIDENCE Remote Area Number: 1 Date:8/2/2017 Pipe Information Elev 1 Flow added Length C Factor ( ) Notes Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Foot (Foot) (q) Devices (Foot) FittinglDevice(Equivalent Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (a) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) ne)ahve value. ' 101 10'-0'/< 4.9 12.96 I (See -5 4 150 7.000 Route 1 Notes) Sprinkler, 12'-0 -0.406 1 11'-0 12.96 1.1010 0.030510 E(7'-0),T(5'-0) 15'-5'% 0.471 1 11'-0 0.01 1 (See 71'-9% 150 7.065 Notes) Flow(q)from Route 3 16'-0 3 11'-0 12.98 1.1010 0.030560 9Tr(1'-0), E(7'-0) 87'-9'/ 2.683 • 3 11'-0 13.21 i (See 46'-10% 150 9.748 Notes) Flow(q)from Route 2 22'-0 4.769 4 0'-0 26.19 1.1010 0.112036 Tr(1'-0),3E(7'-0), 68'-10% 20.720 WMV(-13,000) 4 0'-0 % (See 0'-0 120 35.236 Notes) 5. 0'-0 26.19 0.8240 0 0 0.694350 0.000 Water Supply 5.00 35.236 Hose Allowance At Source 5 31.19 Total(Pt) Route 1 102 10'-0% 4.9 13.22 1 (See 0'-11% 150 7.283 Route 2 Notes) Sprinkler, 5'-0 -0.406 2 11'-0 13.22 1.1010 0.031650 T(5'-0) 5'-11% 0.188 2 11'-0 1 (See 64'-10% 150 7.065 Notes) 20'-0 3 11'-0 13.21 1.1010 0.031600 8Tr(1'-0),E(7'-0),T(5'-0) 84'-10% 2.683 9.748 Total(Pt) Route 2 2 11'-0 1 (See 6'-10% 150 7.065 Route 3 Notes) 5-0 1 11'-0 0.01 1.1010 0.000000 T(5'-0) 11'-10% 0.000 7.065 Total(Pt) Route 3 A[S,©M.E.P.CAD,Inc Ay AutoSPRINK®12 v12.0.61.0 1 8/2/2017 8:15:35PM Page 5 Job Name: RITCHIE RESIDENCE Remote Area Number: 1 Date:8/2/2017 Equivalent Pipe Lengins of Valves and Fittings(C=120 only) i C Value Multiplier 1 Actual Inside Diameter x 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter _ Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve _AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve —. C Cross Flow Turn 90° cplq Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90°Elbow EE 45° Elbow Eel 11%°Elbow Ee2 22'/°Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLack(TM)Elbow • fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node _fT FireLock(TM)Tee _ q Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter 5 Supply sCV Swing Check Valve Spr Sprinkler St Strainer _ _T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap A+,©M.E.P.CAD,Inc. ill AutoSPRINK®12 v12.0.61.0 1 8/2/2017 8:15:35PM Page 6 �a . ' .� City of La Quinta o`. -, ; x Design and Development Department 78 495 Calle Tampico RECEIVED La Quinta,CA 92253 %r " `Q. Telephone:(760)777-7125 Fax:(760)777-1233 �'tir of TE' www.la-quinta.org CAA. Riverside County Fire Department AUG 0 4 2017 Riverside Office CILY OF 0 [�vI7 (;q :it�"°F�° 2300 Market Street,Ste.150 Riverside,CA 92501 COMMUNITY DEVELOPMENT (951)955-4777 — FIRE REVIEW APPLICATION 0 NEW 0 TENANT IMPROVEMENT PERMIT NO.• ty.. � i 1-11_, 3 PROJECT INFORMATION (Please Print) Project Name: i ] Ci4 f & 2 rj /DLZ-7-\l C,& Sign h--1 —54:1) 124! Site Address: yeb 3 (c-GLL SP 743 24 Print: 1,j r c_l_. iµ-A di L City & Zip: 1--/?- tput to l A • 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 arrangement and shall comply with County Fire Department directions. APPLICANT/CONTACT INFORMATION BILLING INFORMATION: 0 Same as Applicant info Applicant Name: L ] i C f I,,,.i _iLl� j 1_ , , I��/ Contractor C 3d. '1 -7 6 C- / f .► tom`--`"' s1�/ C License Number: b Q` ?:,,,, Contact Person: r 0‹. Bill To: 5. Mailing Address: 2 6,4)--9`t( 5/24zi T) Mailing Address: City&Zip: Me7CGLJ V f// 'C-7-'f 72-_55 1ity&Zip: — Phone Number: 757 7-/ 3Y F¢x: Phone Number: Fax: Email: I Y /o<i\b4-l�r Rs eett4 Email: The person listed on "Billing Information"will receive ALL billing,correspondence and refunds for any work billed to this permit. Any changes in billing information must be made in writing to our office. A. APPLICATION TYPE (each application type includes a $5 technology enhancement fee) FIRE SPRINKLER SYSTEM ` STORAGE TANKS ❑ COMMERCIAL TI-1-9 HEADS NO FEE 0 DISPENSERS ONLY $217 O COMMERCIAL TI-10+HEADS $619 0 ABOVE GROUND-1" TANK $217 O RESIDENTIAL-TRACT HOME-MODELS $619 0 ABOVE GROUND-EACH ADDITIONAL $32 ❑ RESIDENTIAL-EACH ADDITIONAL UNIT $126 EA ❑ UNDER GROUND $217 RESIDENTIAL-CUSTOM HOME $619 MISC FIRE ALARM SYSTEM 0 HAZMAT $589 O COMMERCIAL-SPRINKLER MONITORING $192 0 HIGH PILE RACK STORAGE $353 O COMMERCIAL-FIRE ALARM SYSTEM $632 ❑ NEW COMMERCIAL-UNDERGROUND $701 WATER SUPRESSION SYSTEM 0 FIRE FLOW REPORT $178 O HOOD&DUCT $215 0 TECHNICAL REPORT RESEARCH $589 ❑ SPRAY BOOTH $215 0 SPECIAL INSPECTION $126 ❑ CELL SITE $215 0 ITEMS NOT LISTED ARE ON A SLIDING $197 O OTHER SUPRESSION SYSTEM $215 SCALE STARTING AT These are Deposit Based Fees. There may be additional money due prior to or after project final.