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FSS2017-0031 ucxt. c. Permit Details PERMIT NUMBER E. FSS2017-0031 41 OF��- �=9�w� City of La Quinta Description: HERRERA RESIDENCE/FIRE SPRINKLERS Process Summary Type: FIRE SPRINKLER Subtype: RESIDENTIAL-CUSTOM Status: FINALED Applied:8/15/2017 MFA HOMES Parcel No: 774262029 Site Address: 54685 AVENIDA JUAREZ LA QUINTA,CA 92253 Approved:8/17/2017 RGR I 189 2 Subdivision:SANTA CARMELITA VALE LA QUINTA Block: 272 Lot: 9 Issued:8/24/2017 MFA UNIT 25 7 Lot Sq Ft:0 Building Sq Ft: 0 Zoning: Finaled: 3/1/2018 RGR Valuation:$0.00 Occupancy Type: Construction Type: Expired: No. Buildings:0 No. Stories:0 No. Unites:0 i Applied to Approved Details: Approved to Issued Issued to Finaled ADDITIONAL SITES MIL ■ ; 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. CONDITIONS in CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT NICHOLAS DOMNICK FIRE 16224 SPACE DR MORENO CA 92551 (951)807-1347 PROTECTION VALLEY BILL TO NICHOLAS DOMNICK FIRE 16224 SPACE DR MORENO CA 92551 (951)807-1347 PROTECTION VALLEY CONTRACTOR NICHOLAS DOMNICK FIRE 16224 SPACE DR MORENO CA 92551 (951)807-1347 PROTECTION VALLEY ------------ Printed:Thursday,January 26, 2023 12:08:17 PM 1 of 3 CRW.sysTsms ucxt. Permit Details PERMIT NUMBER �� FSS2017-0031 =9 w� City of La Quinta `1 OF nkv Ail FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT# CHECK# METHOD PAID BY CLTD BY Credit Card Fee 101-0000-43505 0 $11.14 $11.14 8/15/17 R27272 FSS2017 CREDIT NICHOLAS DOMNICK MFA 0029 CARD Total Paid for Credit Card Fee: $11.14 $11.14 FIRE SPRINKLER FSS2017- CREDIT SYSTEMS RESIDENTIAL- 101-0000-22811 1 $614.00 $614.00 8/15/17 R27272 0029 CARD NICHOLAS DOMNICK MFA CUSTOM Total Paid for FIRE SPRINKLER SYSTEMS RESIDENTIAL $614.00 $614.00 CUSTOM: TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 8/15/17 R27272 FSS2017 CREDIT NICHOLAS DOMNICK MFA ENHANCEMENT FEE 0029 CARD Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS: $630.14 $630.14 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 3/1/2018 3/1/2018 APPROVED PARENT PROJECTS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS N DATE 1ST FIRE(2 WK) RONALD 8/15/2017 8/29/2017 8/17/2017 APPROVED GRIESINGER BOND INFORMATION Printed:Thursday,January 26, 2023 12:08:17 PM 2 of 3 CRWsysTEms uia-. ° Permit Details PERMIT NUMBER U 0 c� ' �� City of La Quinta FSS2017-0031 y oF'r- ATTACHMENTS Printed:Thursday,January 26, 2023 12:08:17 PM 3 of 3 CANWsysrEms GENERAL NOTES A. THIS DESIGN & INSTALLATION REFLECTS N.F.P.A. 13D, 2016 ED. AND THE INDIO FIRE DEPARTMENT AMENDMENTS. 1. THIS DRAWING SHOWS THE LAY -OUT OF THE SYSTEM AND INDICATES THE APPROXIMATE LOCATION OF EQUIPMENT AND PIPING. THE PIPING IS TO BE INSTALLED IN APPROXIMATELY THE AREAAS INDICATED ON THE DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSABLE FOR ANY MODIFICATIONS AS MAY BE REQUIRED TO SUIT STRUCTURAL OR JOB CONDITIONS. CONTRACTOR SHALL FURNISH ALL OFFSETS, ADDITIONAL FITTINGS, PIPE ADJUSMENTS ETC., AS MAY BE REQUIRED TO MEET INSTALLATION CONDITIONS. 2. ONLY UL APPROVED AND NFPA LISTED EQUIPMENT SHALL BE USED. 3. THE CONTRACTOR IS TO REVIEW AND VERIFY ALL FIELD CONDITIONS, MEASUREMENTS, PLANS AND STOCK LISTS, 4. PENETRATIONS THROUGH FIRE RATED PARTITIONS TO BE SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION. 5. CONTRACTOR IS TO PERFORM AND MEET ALL CODE REQUIRED TESTS, AND FILE A MATERIALAND TEST CERTIFICATE PER NFPA #13D. S. HYDRAULIC PLACARD TO BE PROVIDED AT THE BASE OF THE RISER ON CALCULATED SYSTEMS. 7. ALL HEADS SUBJECT TO MECHANICAL DAMAGE TO BE PROVIDED WITH HEAD GUARDS. 8. CONTRACTOR IS TO REPORT CONDITIONS REQUIRING CHANGES FROM PLANS TO THE ENGINEER PRIOR TO STARTING WORK. 9. SPRINKLER HEAD TEMPERATURE RATINGS TO BE IN ACCORDANCE WITH NFPA 13D OR OTHER GOVERNING CODE. 10. HANGERS ARE TO BE IN ACCORDANCE WITH NFPA 13D. EARTHQUAKE BRACING TO BE PROVIDED WHERE REQUIRED. 11. FLUSHING CONNECTIONS TO BE PROVIDED AT THE ENDS OF CROSSMAINS. 12. AUXILIARY DRAINS TO BE PROVIDED WHERE REQUIRED TO DRAIN ALL PORTIONS OF THE SYSTEM. 13. RELIEF VALVES ARE TO BE PROVIDED ON GRIDDED SYSTEMS. 14. ALL WORK SHALL BE APPROVED BY AUTHORITIES HAVING JURISDICTION. 15. SPARE HEAD CABINET WITH REQUIRED # OF HEADS, AND WRENCH, TO BE PROVIDED. NOTES TO THE OWNER THE SPRINKLER SYSTEM MUST BE MAINTAINED AND TESTED REGULARLY BY YOU OR YOUR AGENTS IN ACCORDANCE WITH NFPA REQUIREMENTS. YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO PREVENT SYSTEM FREEZING. YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAIN THE SYSTEM. IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. TOLCO FIG 23 TOLCO FIG 2' f CPVC STRAP ��III�LLLL CPVC STRAP O ��OFFSET N+NGER �-CPVCPIPING-/ CPVCPIP?NG 1 NANOERSOnAAL O O CCMPOSITEVMD JOIST DROPS OVER TO` HEADSET D SELF SCREW y /-HEX HEAD SELF DYP. BOARD CLO CPVC PIPING _/ SINGLE FASTENER DOUBLE FASTENER CPVC PIPE STRAP CPVC PIPE STRAP � NF1 HEADSET LTIX1R71N0 SRACRE7 :22- CPVC HANGER IItL'J FIGURE 23- CPVC HANGER AND NO BLOCK HANGER 1a Al HEAD SELF PINGSCREW \\ HAROENEO HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE W6NGER AND IS THE M141WJM FASTENER SIZE ACCEPTABLE 1 l Ipp HPING ITOCII L0\1 DOUBLE FASTENER CPVC PIPE STRAP FIGURE 24 - CPVC HANGER )41 MAXIMUM DISTANCE BETWEEN HANGERS NOMINAL PIPE 314' 1' 1-114' 1-1J2' 2 - SIZE 00 COPPER TUBE 8'-0' 8'-0' 10'-0" 10'-0' 12'-0' CPVC 6'-6' 6'•0' 6'-6" 71-0' 8'-0' SECTION B SCALE: 1/4if 1'-o" WATER FLOW INFORMATION STATIC PRESSURE so P.S.I. RES. PRESSURE FLOW FROM PUBLIC UTILITIES CEILING FAN FOR ACEILING MOUNTED FAN, CONSIDER THE BASE ATTACHED TO THE CEILING AN OBSTRUCTION, BUT NOT THE BLADES. SEE MINIMUM DISTANCE FROM FAN BASE TABLE BELOW. CEILING FAN BASE i CEILING FAN BLADE A�B� Minimum Distance from Fan Base OF OBSTRUCTION DISTANCE 1 r2"-1' 8" >1"-4' 1'2 >4' 24' CEILING FAN DETAIL N.T.S. 20 P.S.I. 500 G.P.M. CLOSED PVCJCPVC PLASTIC PIPE THROUGH 1-HRAN� 22 Wi. GYPSUM WALL ASSEMBLY F NA1 `lu' • IIH MU YNi. TRAi HO -IMI AND2HR. L MT04 ATAM SI W -LESS YNAN 1 C•RV3O. PT. FROM_RELV SECTION!" A� IM AJ 1 MP9.MTNALLASEFMBLV0-HRAN02HR, FIRE•RATIHGI[FHR SIVAW Z. PUATRATING ITEM TO EE ONE OF TIE FOLL01MN0: A. MAXWUM 7 DIAMETER CPVC PLASTIC PIPE (CLOSED PIPM SYSTEAR S. FSCNENIGH PERFOI IYE INTUMESCENT SEA.PNT A, VM I.I Imo' DEPTH OF SEALANT FORA 1NR. "RE•RATMIC S.. WSAR.RI I.IW DEPTH OF SEALANT FOR A2HR FIRNIATING MJ. E5: 1. Aw"R SPACE -M HRA.M IaI'. WAIVif/ 1 IH,. Z LRA.RINUMOIAMEIEROFOPFNSG-A-0N' SEE MSTALLA'IONEAWWLFORACDITIONLLMSTItUCT "S CLOSED PVCICPVC PLASTIC PIPE THROUGH 1 F�{R�ARd 2 Ri G SOFriRIATCAS EWLY CPVC DETAIL 'ROJECT: OWNER IT 9, BLK. 272, MB 019/050 T.R. CONSTRUCTION N: 774-262-029 IM -685 AVENIDA JUAREZ 77-224 CALLS POTRERO k QU I NTA, CA 92253 LA QUINTA, CA 92236 PIPING NOTES ALL PIPING TO C.P.V.C. UNLESS OTHERWISE NOTED ALL MAIN LINES TO 1" C.P.V.C. U.N.O. ALL BRANCHLINES TO BE 11, C.P.V.C. ALL DROPS TO BE 1" C. P.V.C. HANGERS PER NFPA 13D 2016 EDITION AND MANUFACTURERS SPECIFICATIONS. GENERAL INFORMATION LEGAL DESCRIPTION: PROJECT ADDRESS: ZONING: OCCUPANCY: T.R. CONSTRUCTION 77-224 CALLE POTRERO LA Q U I NTA, CA 92236 LOT 9, BLK. 272, MB 019/050 AP N : 774-262-029 54-685 AVE N I DA J UAREZ LA Q U I NTA, CA 92253 RC R-3 TYPE V-13 NON -RATED RESIDENCE GARAGE / MECHANICAL 1,911 SQ.FT. COVERED PATIO (267 447 SQ. FT. SQ. FT. ) TOTAL STRUCTURE 2,358 SQ. FT. TOTAL SITE 5,000 SQ. FT 27358 / 51000 I''...., TOTAL LOT COVERAGE 47.2% l 1"CHECK 1" COPPE 40'-0" 3'-0" 3" 5'-2" 4'-0" 3_ ( 4'-1 2" 3A 4'-2" 12'-0" SHWR.' TUB ---- I I I MASTERBEDROOM o I - C:)U � U CD 7-1;i °X CD (A N "1, _ L11 o r r MASTER BATH �d 10?> � MSTR. M 10'-0" CLG. i CLO.' BEDROOM 2 = N ='`. M p \ 10'LG. 1 1 10'-i0" CLG. 1 N10'-0" CLG. Uv1+-moo IN C14 Io 2 CS ' co � ` 11 i C) +- a {` � 3 / _ N Resid ntia1-P0.050gpm/Tt2 "%r 500.�IftI ------------ C, ---__ - N x tl "'----[F7-, PR. 2680 _�-� r 9'-5 ,� :F -HALLWAY r> `\~�� - BI -PASS DRS. xL- 0 Ci v En 0 I ��LL_ rnNr N LO (IO 1 I -- -- - - -- - -- --r 10 -o CL 2 11 F --- -- - n (� PTRY. 14 N `-31 O x �o N 15 I j 38"x58" o 'v ti C o ! BATH 2 12,_ SHWR. =I Q 4 �j �U o I 0'-0" CLG. - A `� p _ co ;t 0LL DOv R 1 1 I -N = 110 y v N U) 1'-6" m ^3,fU0Oxo in DOV E _ 0 101 6-6" SOFFIT 8'-6" o SOFFIT -1 �2 LIVINC ROOM 11'-2'/ LINEN ih D.W. -RANGE �- ' �;.I - SINK-�11 N I T-10% 11'-2'% ENTRY -- -. FOYE -Z 10'-0" CLG. 5' 0" 3'-0" a% �? V-0" SOFFIT 0 iV s �I II �; o ; DINING ROOM E 10'-0" CLG, N O 7- N COVERED �- I u PATIO S R �o 10'-0" CLG.-4 2'-42° 6�_p" 2'-42 0 Zo LL 8'-6" SOFFIT 1'-6" 17'-3" UGA FIRE SPRINKLER RISER DETAIL & UNDERGROUND UNDERGROUND TO BE DONE BY OTHERS (FOR HYDRAULIC REFERENCE ONLY) SPRINKLER HEAD LEGEND NO. DATE SYM, HEAD TYPE ORF. K -FAC. TEMP FIN. CT. TOTAL - 19 DOME M2 Mi I PR. 2680 KITCHEN " " BI -PASS DRS.1L. 10'-0" CLG. 5 -1 8 59-011 2 i 2'-0" 12'-2" o ----- - - =BEDROOM 3 0 10'-0" CLG. LO REF. (V I r � 0 10 2680 HALL __ __ _ _ .. CLO. -- D ? 10'-0" CLG. �' 10'-p" CLG. rj 1 NDRY if,CL C) M %2 j 1\ 1 i ,r-�f 0 TIMM 2" 3'-910 71-4Y2 21-02 1 1 1 GARAGE 10'-0" CLG. 0 9-10/2 4-7 T LOI `1 `` 16080 SECTIONAL ROLL -UP HYDRAULIC -SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System LOCATION MOST REMOTE NO. OF SPRINKLERS 2 BASIS OF DESIGN 1. HAZARD GROUP RESIDENTIAL 2. DENSITY OS 3. DESIGNED AREA OF DISCHARGE 500 SQ. FT. SYSTEM DEMAND 1. SPRINKLER DISCHARGE 26.1 GPM 2. RESIDUAL PRESSURE AT BASE OF RISER 17.8 PSI 3. DEMAND AT SOURCE 39.4 PSI @ 31.1 GPM M 0 N TYCO - SIN# 2524 LF II CONC. 1/2" 4.9 165 WH T 14 ccoEn OOy�G -.'= 0 ca, ju�N=O uo2 OpEM�Ono.2> o "M TYCO -LF II SEMI REC. (SIN# TY 2234) 1/2" 4.9 175 WHT 5 TOTAL - 19 DOME M2 Mi I PR. 2680 KITCHEN " " BI -PASS DRS.1L. 10'-0" CLG. 5 -1 8 59-011 2 i 2'-0" 12'-2" o ----- - - =BEDROOM 3 0 10'-0" CLG. LO REF. (V I r � 0 10 2680 HALL __ __ _ _ .. CLO. -- D ? 10'-0" CLG. �' 10'-p" CLG. rj 1 NDRY if,CL C) M %2 j 1\ 1 i ,r-�f 0 TIMM 2" 3'-910 71-4Y2 21-02 1 1 1 GARAGE 10'-0" CLG. 0 9-10/2 4-7 T LOI `1 `` 16080 SECTIONAL ROLL -UP HYDRAULIC -SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System LOCATION MOST REMOTE NO. OF SPRINKLERS 2 BASIS OF DESIGN 1. HAZARD GROUP RESIDENTIAL 2. DENSITY OS 3. DESIGNED AREA OF DISCHARGE 500 SQ. FT. SYSTEM DEMAND 1. SPRINKLER DISCHARGE 26.1 GPM 2. RESIDUAL PRESSURE AT BASE OF RISER 17.8 PSI 3. DEMAND AT SOURCE 39.4 PSI @ 31.1 GPM M 0 N +.A C T N Z O DON 0 0 ccoEn OOy�G -.'= 0 ca, ju�N=O uo2 OpEM�Ono.2> > "M g c r3 Q 0- TO m d�ON> 0 �.�M_,v4 L�. v0- sTUDa +.A C T N O DON 0 0 ccoEn OOy�G -.'= 0 ju�N=O uo2 OpEM�Ono.2> TO m d�ON> �.�M_,v4 L�. v0- sTUDa I IN W ry co5 llz , �OF CAL /,c0' P� 000®®0f OEip0OCV 1 a O o@"v/ Q *�®0 FIRE ®��* Q® PROTECTION 11 *, S" 00+.,')OLJC0O670O430ffA®®QIi9O®©AM®0000®9 Q Q ' NICKJ.DOMNICK' _ ®oo®$o©c000©o®®®00000s�m oOZ00000' 0 C-16# 012' eo %�Q 682276 O o 010�► 00 1 0000000 W z li c 0 L DESIGN AND INSTALLATION BY: N.D.F.P CA LICENSE: #682276 NICHOLAS DOMNICK FIRE PROTECTION �� 16224 SPACE DRIVE MORENO VALLEY, CA 92551 _,v 951) 807-1347 FIRE SPRINKLER PLAN If DRAWN BY : NICK I Customer Name Parcel No. Address: Lot No. Type of Service: Residential Connection Charge Estimate RECEIVED E® March Z'2017 .'Avonna 'k6rrera 774-26 29 54685 Avenida Juarez, L, Qtiirita_. g Size of Lot: El R-1: J Duplex: Phone No. `(760) 83 -186 5 -717 Geo. L'i LID: 690878. Block 4,792 sq. ft. Tract No. Triplex: Apts: SWSC: $ 1;343.98 Acres:' 0.11` SWSC: $12,218.00 /acre. WSBFC:, $ 3;707.00 SCC: $, 4,85100 Treatment: $2,436/edu Collection: $2,415/edu Meter: ,, Meter Size:3/4 inch . w Meter surcharge:, $ Service size: 1 If1Gh Service: 3,600 00 W.echrcian:;Sandra Villafobos.; T Fees Approved by Date: information Supplied By Customer CVWD-System Data Domestic Water Demand* Service Connection" Max. Flow 25 90IT1 Max. Flow*= 25 BPm Min. Pressure 2� PSI Inlet Pressure �_. 77,49 p51 Fire Sprinkler Demand* Outlet Pressure= , 49.04 p51 _ Max. Flow= 26. gpm Min. Pressure= :. 40 pSl Meter Size = 3/4 . inch SystemType: ✓i Service Size= `: inch, Multi Stand Alone t Prior to Pressure Regulating Valve =* For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=SO', Meter Stop, Meter, Check Valve & Shut Off Valve calculations:3J4"METER `". -1 "SERVICE Pz= upper La tiuinta 4. ' J '��¢s� 77.49 > 60 psi HGL= 462 eters 10.90 RES.II= 6632-3 Cl ; Fier es etc.= 17.55 RES./HT= 24 PA= 49.04 > 40 psi PROP. ELEV.= 315 �{ a "-/V1 . ow 26.00 GPM Ps is OK t 3 tt' -a ` OK to provide service TRY: Fire Sprinkler Demand.` �' " Appowed by: Date: , _. _._,__ :- a_.. _�_, Lneck pur..m-es only. The ultirr"" rac^"eihility racidpc with the Eni ineer-ot-Recora for the proiect. 1 I►ne rheief s'-1— I- - Nan -nc"+ya. pwca v..,�. ,,.c . __ _�_ -.._.. --.- - r, . Hydraulic Calculations for Project Name: Richard res 2 685 Location: 54-685 Avenida Juarez, , LA QUINTA, CA Drawing Name: 54685 AVENIDA JUAREZ.cad Design Remote Area Number: 1 Remote Area,:Location: MOST REMOTE Occupancy Classification: Residential Commodity Classification: RESIDENTIAL Density: 0.050gpm/ft' Area of Application: 500.00ft2 (Actual 239.58ft2) Coverage per Sprinkler: 256.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 2 Type of System: CPVC WET Volume of Dry or PreAction System: In -rack Demand: '' N/A gpm at Node:. N/A P Calculation Date: 8/14/2017 REQ IE® AUG 15 2017 CITY OF LA QUINTA COMMUNITY DEVELOPMENT Hose Streams: 5.00 at Node: 4 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 4: 31.23 @ 38.353 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: 38.160 Right: N/A APPROVAL Riverside County Firq Department 0 ofFi Marshal By: , Konala Griesinger The approval of plans and specifications does not permit the violation, deletion, omission or faulty installation of any requirements of Tide 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the hire Department. IZIII M M.E.P.CAD, Inc. IlAutoSPRINK@ 12 02.0.61.0 1 8/14/2017 1:14:02PM Page 1 Job Name: Richard res 2 685 Remote Area Number: 1 100 90 80 70 60 W a w 50 A w CL 40 30 20 10 0 Hydraulic Graph N 1.85 Date: 8/14/2017 0100 - 200 300 &@ M.E.P.CAD, Inc. 400 500 600 700 Flow• ®pm AutoSPRINK®12 02.0.61.0 800 8/14/2017 1:14:04PM ®00 Paqe 2 1000 Water Supply Summary Sheet Node: 4 vailable -Static 1.23 Pressure @ Supply 60.000 59.703 -26.23 31.23 @ i with 38.353 1 Hose Allowance at Source - _System demand curve \,500.00 Q 20.000 0100 - 200 300 &@ M.E.P.CAD, Inc. 400 500 600 700 Flow• ®pm AutoSPRINK®12 02.0.61.0 800 8/14/2017 1:14:04PM ®00 Paqe 2 1000 Summary OfLOufFlowing�Devices Job Number: 1 Report Description: Residential (1) (bl�, © M.E.P.CAD, Inc. M AutoSPRINK® 12 v12.0.61.0 8/14/2017 1:14:05PM Page 3 Actual Flow Minimum Flow K -Factor Pressure Device m m K(psi) Sprinkler 101 13.26 12.80 4.9 7.328 b Sprinkler 102 12.96 12.80 4.9 7.000 b Most Demanding Sprinkler Data (bl�, © M.E.P.CAD, Inc. M AutoSPRINK® 12 v12.0.61.0 8/14/2017 1:14:05PM Page 3 Job Name: Richard res 2 685 Remote Area Number: 1 Date: 8/14/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) °@ (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 4 Water Supply 60.000 20.000 500.00 59.763 31.23 38.353 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 4 0'-0 Supply 38.353 26.23 ' 101 10'-0% Sprinkler 7.328 13.26 102 10'-0% Sprinkler 7.000 12.96 1 11'-0 9.390 2 11'-0 7.094 3 11'-0 7.094 5 0'-0 38.167 &0 M.E.P.CAD, Inc. glAutoSPRINK®12 v12.0.6 8/14/2017 1:14:07PM Paqe 4 Job Name: Richard res 2685 Remote Area Number: 1 t j Date: 8/14/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings 8 Devices engt Length' (Foot) Length (Foot) C Factor- Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly (PQ and shown as a negative value. Fitting - . (Foot) Pf Friction Loss Per Unit (psi)to Elev(Pe) Node 2 Elev 2 . (Foot) - Total Flow (Q) c Actual ID Total (Foot) - Friction(Pf) 102 10'-0% 4.9 12.96 1 (See Notes) 4'-113/4 '150 7.000 • • • • •Route 1 • • • • • Sprinkler, E(7'--0), T(5'-0) 12'-0 0.030510 -0.424 ' 3 11'-0 _ 12.96 1.1010 3 16'-11 /4 0.518 3 11'-0 0.02 1 (See Notes) 61'-0% . 150' 7.094 Flow (q) from Route 3 7Tr(1'-0), E(7'-0) 0.030614 1 11'-0 12.99 1.1010 75'-0% 2.297 1 11'-0 . 13.24 1 See Notes)Flow 54'-113/4 150 9.390. (q) from Route 2. •3Tr(1'-0), T(5'-0), 5E(7'-0), y WMV -13.000 43'-0 0.112355 4.769 5 0'-0 a 26.23 .1.1010 97.'-113/4 ; 24.008 5 0'-0 1 (See Notes) 0'-101/2 120' 38.167 Water Supply 0.214884 4 .0'-0 26.23 1.0490 0'-10 /z 0.186 5.00 38.353 Hose Allowance At Source Total(Pt) Route 1 4 31.23 101 10'-0'/4 4.9 13.26 1 (See Notes) 0'-113/4 150 7.328 ••••••Route2••••• ; Sprinkler, T(5'-0) 5'-0 0.031829 -0.424 2 11'-0 13.26 1.1010 ' 3 5-11/4 0.190 2 11'-0 1 (See Notes) 56'-43/4 150 7.094 { 4Tr(1'-0), E(7'-0), T(5'-0) 16'-0 0.031724 1 11'-0 13.24 1.1010 3 72'-4 /4 2.297 9.390 Total(Pt.)' Route 2 2 11'-0 1 - (See Notes) 4'-7'/z 150 7.094 ..... Route 3 • • • • • T(5"0) 51-0 0.000000. 3 11'-0 0.02 11010 9' 71/2 0.000 7.094 Total(Pt) Route 3 AAs © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 f A _ 1 8/14/2017 1:14:09PM Page 5 Job Na"me: Richard res 2 685 + t Remote Area Number: 1 s -Date: 8/14/2017 Equivalent Pipe Lengths of Valves and Fittings (C=120,only) C Value Multiplier ' ( Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter) 4.87 Factor = ` Value Of C 100 130 Multiplying Factor 0.713' 1.16 140 150 1.33 ' 1.51 Fittings'Lege`nd ALV Alarm Valve An V Angle Valve b Bushing BaIV Ball Valve . BFP . Backflow Preventer BV • Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV D Pi a Valve E 90° Elbow EE 45° Elbow. Eel 11'/0° Elbow Ee2 22'/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connecti( fE . 90° FireLock TM Elbow fEE 45° FireLock TM Elbow fig Flange FN Floating Node fT FireLock M Tee Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve H d 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 S Supply sCV Swing Check Valve S r Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV-Water Meter Valve Z Ca 29 N 'IF -- '. . AUG 15 2017 i CITY OF • - •°® i DESIGN ANDDF'/=idPry FDu lAr,a��;, I 9 .NTDFPARTI?ENT c FIRE REVIEW APPLICATION ❑ NEW ❑ TENANT IMPROVEMENT PERMIT NO. � ` 0(S ) PROJECT INFORMATION (Please Print) Project Name:. ff omj/ /�dp/u� Sign: N �� Site Address:_ � V� City &Zip: L-4+fJ l � • 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: ame as Applicant info 1 Applicant Name: �� I l L� : Contractor / �( 4 G License Number: (Q D Q� Contact Person: t CX 10 " /Vj Bill To: Mailing Address: 1160r�X 7 5/9/1TI-6 D� `Mailing Address: City & Zip: WU1 �`'rJ�` d !City & Zip: Phone Numbef:"' —l3c/Fax: Phone Number: Fax: Email: MA oO / Email: The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit.. Any chances in billing information must be made in writinc to our office. A. APPLICATION TYPE (each application type includes a $5 technology enhancement fee) City of La Quinta E(®'V Design and Development Departm E® : STORAGE TANKS - _ _ s < 78-495 Calle Tampico La Quinta, CA 92253 AUG 15 2017 Telephone: Fax: CFVOF (760)777-7125 (760)777-1233 rN www.la-guinta.org LA Qulrvra $619 C®MCITYOF Riverside County Fire Depar rn®EVEL®PMENT $217 Riverside Office $619 2300 Market Street, Ste. 150 ( Riverside, CA 92501 $126 EA (951)955-4777 'IF -- '. . AUG 15 2017 i CITY OF • - •°® i DESIGN ANDDF'/=idPry FDu lAr,a��;, I 9 .NTDFPARTI?ENT c FIRE REVIEW APPLICATION ❑ NEW ❑ TENANT IMPROVEMENT PERMIT NO. � ` 0(S ) PROJECT INFORMATION (Please Print) Project Name:. ff omj/ /�dp/u� Sign: N �� Site Address:_ � V� City &Zip: L-4+fJ l � • 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: ame as Applicant info 1 Applicant Name: �� I l L� : Contractor / �( 4 G License Number: (Q D Q� Contact Person: t CX 10 " /Vj Bill To: Mailing Address: 1160r�X 7 5/9/1TI-6 D� `Mailing Address: City & Zip: WU1 �`'rJ�` d !City & Zip: Phone Numbef:"' —l3c/Fax: Phone Number: Fax: Email: MA oO / Email: The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit.. Any chances in billing information must be made in writinc 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 ❑ DISPENSERS ONLY $217 ❑ COMMERCIAL TI - 10 + HEADS $619 ❑ ABOVE GROUND - 1 TANK $217 *"FID NTIAL - TRACT HOME - MODELS $619 ❑ ABOVE GROUND - EACH ADDITIONAL $32 ❑ RESIDENTIAL - EACH ADDITIONAL UNIT $126 EA ❑ UNDER GROUND $217 RESIDENTIAL - CUSTOM HOME $619 MISC?. .: :. - �• �' ", { ` FIRE ALARM SYSTEM "` 4r ❑ HAZMAT $589 ❑ COMMERCIAL - SPRINKLER MONITORING $192 ❑ HIGH PILE RACK STORAGE $353 ❑ COMMERCIAL = FIRE ALARM SYSTEM $632 ❑ ANEW COMMERCIAL - UNDERGROUND WATER' >_ $701 SUPRESSION,SYSTEM'a ,;:� ;j. ❑ FIRE FLOW REPORT . $178 ❑ HOOD & DUCT, $215 >{, ❑ TECHNICAL REPORT RESEARCH $589 ❑ SPRAY BOOTH$215 ❑ SPECIAL INSPECTION $126 ❑ CELL SITE ❑ OTHER SUPRESSION SYSTEM $215 $215 ❑ ITEMS NOT LISTED ARE ON A SLIDING SCALE STARTING AT --------------------------- $197 These are Deposit Based -Fe--es.—There may be additional money due prior to or after proiect flnal.