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FSS2017-0030 ('`- '' ' Permit Details PERMIT NUMBER �� FSS2017-0030 � �=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: 774262030 Site Address: 54705 AVENIDA JUAREZ LA QUINTA,CA 92253 Approved:8/17/2017 RGR 2 Subdivision:SANTA CARMELITA VALE LA QUINTA Block: 272 Lot: 10 Issued: UNIT 25 Lot Sq Ft:0 Building Sq Ft: 0 Zoning: Finaled: 3/1/2018 RGR ftsr 0) Valuation:$0.00 Occupancy Type: Construction Type: Expired: No. Buildings:0 No. Stories:0 No. Unites:0 Details: Applied to Approved 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 16224 SPACE DR MORENO CA 92551 (951)807-1347 VALLEY FINANCIAL INFORMATION -------------- Printed:Thursday,January 26, 2023 11:56:29 AM 1 of 2 CRWsysTEms ° Permit Details PERMIT NUMBER U �I ,, ' ow�� City of La Quints FSS2017-0030 yOFTY0 J DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT# CHECK# METHOD PAID Y 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 I $5.00 $5.00 I 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 REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE 1ST FIRE(2 WK) RONALD 8/15/2017 8/29/2017 8/17/2017 APPROVED GRIESINGER BOND INFORMATION ATTACHMENTS Printed:Thursday,January 26, 2023 11:56:29 AM 2 of 2 CRWSYSTEMS GENERAL NOTES k 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 MATERIAL AND TEST CERTIFICATE PER NFPA #13D. 5. 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. HYDRAULIC -SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System LOCATION I MOST REMOTE NO. OF SPRINKLERS 1 BASIS OF DESIGN 1. HAZARD GROUP RESIDENTIAL 2. DENSITY .05 3. DESIGNED AREA OF DISCHARGE 500 SO. FT. SYSTEM DEMAND I. SPRINKLER DISCHARGE 26.0 GPM 2. RESIDUAL PRESSURE AT BASE OF RISER 21.7 PS( 3. DEMAND AT SOURCE 43.2 PSI @ 31 GPM I\ -1 ING �����✓// DOUBLE FASTENER CPVC PIPE STRAP FIGURE 24' CPVC WINGER 1 MAXIMUM DISTANCE BETWEEN HANGERS NOMINAL PIPE 914' 1' SIZE (in) 1.1/4' 1-1/2' 2" COPPER TUBE 8'-0' 81-0' 10'-0" CPVC 6'-6' 61.01 6-6" 7'-0' Ir -0 - 'ROJECT: 1T 10, BLK. 272, MB 019/050 N: 774-262-030 1,1-705 AVENIDA JUAREZ k QU I NTA, CA 92253 SECTION B SCALE: 1/491: 11-011 WATER FLOW INFORMATION STATIC PRESSURE 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 CEILING FAN BLADE I A B Minimum Distance from Fan Base OF OBSTRUCTION DISTANCE 1/2•-1• 8" > 1" -4- 12-1 > 4' 24" CEILING FAN DETAIL N.T.S. OWNER: T.R. CONSTRUCTION {RAI NA. tiiR MO 2 HN T PAYING 14IR AND 2448 LRATBA2ATAMBIENT • LESS THNI I CFM4O-RT. FRONTMEW SECO_`IAA An A -.I IMPS..Y LWLLAFSEMSLY(IAM AND 2WR. FIRE-RATINGX� SIONNI 2. PSWT RAl INO Ii EN 10 S! ONE OF tHE FOLLPMNO AW IMU"70AMETERCM OL/.STit PIPE ICLOSCCPI1;NG ST57ER^ 2. FSOHrt N PRF PW:H^..E WI.NESCENT SEAJVIT: A. Mi'ANJA l.! OEDTN OI SEALANT FMA _R. FIRf4tATI46 S NIYNISFIINDEPTHOFSEALANTFORAMR FIRER i ' NDtES I. N:NJLPR F CE N.NRAJN SN' NA%IYNM 1 -IN. 2L 14501 WETER OF OPFNFM>•4SN'. SEE MSTALLATIOII MAMA L FOR ADDITIONAL NSTRLICTIMS CLOSED PVC/CPVC PLASTIC PIPE THROUGH IH R_- CPVC DETAILS 77-224 CALLE POTRERO LA QU I NTA, 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 111 C.P.V.C. ALL DROPS TO BE 111 C. P.V.C. HANGERS PER NFPA 13D 2016 EDITION AND MANUFACTURERS SPECIFICATIONS. GENERAL INFORMATION OWNER: LEGAL DESCRIPTION: PROJECTADDRESS: ZONING: OCCUPANCY: nAk 0 11 � 1 RESIDENCE GARAGE / MECHANICAL COVERED PATIO {267 SQ.FT.} TOTAL STRUCTURE TOTAL SITE 21358 / 57000 r^-rA 1 1 PIT n nk /C a A i- C 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 AVENIDA JUAREZ LA Q U I NTA, CA 92253 RC R-3 TYPE V-13 NON -RATED 1,911 SQ.FT. 447 SQ. FT. 2,358 SQ. FT. 5,000 SQ.FT. A7 00L SPRINKLER HEAD LEGEND SYM, HEAD TYPE ORF. K -FAC. TEMP FIN. CT TOLCO FIGn STRAP 112" TOLCG FIG 22CPVC CPVC STRAP O WH : 14 Y �T���'q)7 3. DESIGNEDAREAOF DISCHARGE PRESSURE GAUGE HECK `I/ALVE8-I SYSTEM DEMAND 0 �.ORFSETIANGER CPVCPIPING-/'CPVCPIPING Co �"� O COMPOSITEWEIODJO.ST 4.9 HwoERs oNUL �OROPS O�.: DR i•a' D SELF AD SELF P �_ DRAIN LINE HEADSET fMARC CLOE SCREW I `Sy TAPPING SCREW CPVC PIPING 1 SINGLE FASTENER DOUBLE FASTENER OPPER PIPE CPVC PIPE STRAP CPVC PIPE STRAP 22 - CPVC HANGER FIGURE 23. CPVC HANGER ta.I HEADSET NOtEIT!NO eRACRET AND NO BLOCK HANGER HEAD SELF PING SCREW 11, CPVC HARDENED HEX MEAD SELF THREADING SCREW IS FURNISHED WTH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE I\ -1 ING �����✓// DOUBLE FASTENER CPVC PIPE STRAP FIGURE 24' CPVC WINGER 1 MAXIMUM DISTANCE BETWEEN HANGERS NOMINAL PIPE 914' 1' SIZE (in) 1.1/4' 1-1/2' 2" COPPER TUBE 8'-0' 81-0' 10'-0" CPVC 6'-6' 61.01 6-6" 7'-0' Ir -0 - 'ROJECT: 1T 10, BLK. 272, MB 019/050 N: 774-262-030 1,1-705 AVENIDA JUAREZ k QU I NTA, CA 92253 SECTION B SCALE: 1/491: 11-011 WATER FLOW INFORMATION STATIC PRESSURE 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 CEILING FAN BLADE I A B Minimum Distance from Fan Base OF OBSTRUCTION DISTANCE 1/2•-1• 8" > 1" -4- 12-1 > 4' 24" CEILING FAN DETAIL N.T.S. OWNER: T.R. CONSTRUCTION {RAI NA. tiiR MO 2 HN T PAYING 14IR AND 2448 LRATBA2ATAMBIENT • LESS THNI I CFM4O-RT. FRONTMEW SECO_`IAA An A -.I IMPS..Y LWLLAFSEMSLY(IAM AND 2WR. FIRE-RATINGX� SIONNI 2. PSWT RAl INO Ii EN 10 S! ONE OF tHE FOLLPMNO AW IMU"70AMETERCM OL/.STit PIPE ICLOSCCPI1;NG ST57ER^ 2. FSOHrt N PRF PW:H^..E WI.NESCENT SEAJVIT: A. Mi'ANJA l.! OEDTN OI SEALANT FMA _R. FIRf4tATI46 S NIYNISFIINDEPTHOFSEALANTFORAMR FIRER i ' NDtES I. N:NJLPR F CE N.NRAJN SN' NA%IYNM 1 -IN. 2L 14501 WETER OF OPFNFM>•4SN'. SEE MSTALLATIOII MAMA L FOR ADDITIONAL NSTRLICTIMS CLOSED PVC/CPVC PLASTIC PIPE THROUGH IH R_- CPVC DETAILS 77-224 CALLE POTRERO LA QU I NTA, 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 111 C.P.V.C. ALL DROPS TO BE 111 C. P.V.C. HANGERS PER NFPA 13D 2016 EDITION AND MANUFACTURERS SPECIFICATIONS. GENERAL INFORMATION OWNER: LEGAL DESCRIPTION: PROJECTADDRESS: ZONING: OCCUPANCY: nAk 0 11 � 1 RESIDENCE GARAGE / MECHANICAL COVERED PATIO {267 SQ.FT.} TOTAL STRUCTURE TOTAL SITE 21358 / 57000 r^-rA 1 1 PIT n nk /C a A i- C 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 AVENIDA JUAREZ LA Q U I NTA, CA 92253 RC R-3 TYPE V-13 NON -RATED 1,911 SQ.FT. 447 SQ. FT. 2,358 SQ. FT. 5,000 SQ.FT. A7 00L SPRINKLER HEAD LEGEND SYM, HEAD TYPE ORF. K -FAC. TEMP FIN. CT TOTAL - 19 TOR TYCO - SIN# 2524 LF II CONC. 112" 4.9 165 WH : 14 1" CPVC OS 3. DESIGNEDAREAOF DISCHARGE PRESSURE GAUGE HECK `I/ALVE8-I SYSTEM DEMAND 0 i. SPRINKLER DISCHARGE TYCO -LF II SEMI REC. (SIN# TY 2234) 112" 4.9 175 WHT5 3. DEMAND AT SOURCE TOTAL - 19 TOR -T.O.R. BASIS OF DESIGN U-1 1. HAZARD GROUP RESIDENTIAL 2. DENSITY 1" CPVC OS 3. DESIGNEDAREAOF DISCHARGE PRESSURE GAUGE HECK `I/ALVE8-I SYSTEM DEMAND MAIN DRAIN VALVE i. SPRINKLER DISCHARGE 26.1 7GPM P7TEST I BASE OF . 3. DEMAND AT SOURCE P �_ DRAIN LINE co ACCESS PANEL m a m0V OPPER PIPE M8M -o 11, CPVC B.O.R. TO DOMESTIC IS r 01LA 5' UGA FIRE SPRINKLER RISER DETAIL & UNDERGROUND UNDERGROUND TO BE DONE BY OTHERS (FOR HYDRAULIC REFERENCE ONLY) N0. DATE 21 3/4" WATER METER � FIRE SPRINKLER PLAN Automatic Sprinkler System LOCATION I MOST REMOTE NO. OF SPRINKLERS C BASIS OF DESIGN U-1 1. HAZARD GROUP RESIDENTIAL 2. DENSITY OS 3. DESIGNEDAREAOF DISCHARGE > 500 SO, FT. SYSTEM DEMAND i. SPRINKLER DISCHARGE 26.1 7GPM 2. RESIDUAL PRESSURE AT RISER 17 8 PSI BASE OF . 3. DEMAND AT SOURCE 39.4 PSI @ 31.1 GPM I e C U-1 �o gcLLv -j0�aLN > r � � [yam r a .1 �� . aL0 v TON.°� e N w IE.i� M U-) 414�01F CAL /F d �, D N �®O �t V N c� ®°oO °®"Y� iia *�oo FIRE ®% * PROTECTION any �oo °�fi9€+cA°o°AM®e®�®®f�®moo°®69®Oo Q NICKJ.D.OMNICK _. o°$s°Do° �n ® G16/k ® `! tD,Q o �aF 682276 �PO® AS® S T E z °c� . 1.Q°� ^ 00 FT c U ®� W z r O D 0- 1 4� L J 1 �v V DESIGN AND INSTALLATION BY: N. U. F. F' CA LICENSE: #682276 r NICHOLAS DOMNICK FIRE PROTECTION CA 16224 SPACE DRIVE a) el% MORENO VALLEY, CA 92551 W y (951 ) 807-1347 00 v I C Oe= - NL2 gcLLv -j0�aLN ,a 1--1jD itEw Yd { anvE aq Ed 24'nE a .1 �� Q Lj aL0 v TON.°� ��ti �LL ovQ2'o m a m0V vLiJ��a M8M N w IE.i� M U-) 414�01F CAL /F d �, D N �®O �t V N c� ®°oO °®"Y� iia *�oo FIRE ®% * PROTECTION any �oo °�fi9€+cA°o°AM®e®�®®f�®moo°®69®Oo Q NICKJ.D.OMNICK _. o°$s°Do° �n ® G16/k ® `! tD,Q o �aF 682276 �PO® AS® S T E z °c� . 1.Q°� ^ 00 FT c U ®� W z r O D 0- 1 4� L J 1 �v V DESIGN AND INSTALLATION BY: N. U. F. F' CA LICENSE: #682276 r NICHOLAS DOMNICK FIRE PROTECTION CA 16224 SPACE DRIVE a) el% MORENO VALLEY, CA 92551 W y (951 ) 807-1347 00 v I J r Hydraulic Calculatio fO Project Name: Richard 705 Residence Location: 54-705 AVENIDA Juarez, , LA QUINTA, CA AUG 15 2017 Drawing Name: 54705 AVENIDA JUAREZ.cad Calculation Date: 8/14/2017 Design Remote Area Number: Remote Area Location: Occupancy Classification Commodity Classification Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: Type of System: In -rack Demand Hose Streams: CITY OF LA QUINTA 1 COMRQUNITY DivFLOPMEN"r MOST REMOTE Residential RESIDENTIAL 0.050gpm/ft2 500.00ft2 (Actual 239.58ft2) 256.00ft2 Pendent 2 : a CPVC WET Volume of Dry or PreAction.System: N/A gpm at Node: N/A 5.00 at Node: 5 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 5: 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 JurisdictionLA QUINTA FIRE Notes: Automatic peaking results Left: 38.160 Right: N/A N/A APPROVAL Riversid County Fire Department 0 e of th Fir arshal By: ona esinger The approval ofplans and specifications does not Permit the violation, deletion, omission or -faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. %© M.E.P.CAD, Inc. .JJAutoSPRINK®12 02.0.61.0 1 8/14/201712:56:33PM Page 1 Job Name: Richard 705 Residence Remote Area Number: 1 100 90 80 70 60 .N n °1 50 A T a 40 30 20 10 0 Hydraulic Graph N 1.85 Date: 8/14/2017 0100 200 300 400 500 900 700 Flow- gpm (�, © M. E. P. CAD, Inc. AutoSPRINK®12 02.0.61.0 800 900 8/14/2017 12:56:35PM Paqe 2 - 1000 Water Supply Summary Sheet Node: 5 vailable =Static 1.23 Pressure @ Supply 80.000 59.703 _20.23 31.23 @ 11 with 38.353 Hose Allowance at Source -System demand curve \600.00 @ 20.000 0100 200 300 400 500 900 700 Flow- gpm (�, © M. E. P. CAD, Inc. AutoSPRINK®12 02.0.61.0 800 900 8/14/2017 12:56:35PM Paqe 2 - 1000 II��L�A C��mm��ti'i1F i���4fl�uiir�n ilevinec• Job Number: 1 UUMMO Kepon uescnption: Kesioenuai h I 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 Most Demanding Sprinkles Data n (A5, © M.E.P.CAD, Inc. M1AutoSPRINK® 12 v12.0.61.0 8/14/2017 12:56:36PM Page 3 Job Name: Richard -705 Residence Remote Area Number: 1 Date: 8/14/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) °e (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 5 Water Supply 60.000 20.000 1 500.00 59.763 31.23 38.353 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 5 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 7.094 2 11'-0 9.390 3 11'-0 7.094 k,@ M.E.P.CAD, Inc. RiAutoSPRINK® 12 v12.0.6 8/14/2017 12:56:38PM Paqe 4 Job Name: Richard 705 Residence f' :y Remote Area Numb&,1, Date: 8/14/2017. ' Pipe Information Elev 1 ' Flow added Fittings & Length" C Factor ' Total(Pt) Notes . Node 1., (Foot) K -Factor a this step Nominal ID Devices : (Foot) Fitting/Device (Equivalent Fitting, :Pf Friction Elev(Pe) Elev Pe (q) ,. Equiv. Length) Fixed Pressure Losses, when Node 2 Elev 2 Total Flow Actual ID Length` ,(Foot) Loss Per Unit applicable, are added directly Total (Foot) (4) (Foot) (psi) �- Friction(Pf) to (Pf) and shown as a Foot (Foot) negative value. 102 10'-0'/e 4.9 12.96 1 (See 4'-11% 150 7.000 •••••Routel••••• , • Notes) Sprinkler, ' 12'-0 -0.424 3 11'-0 ' • 12.96 1.1010 0.030510. E(7 -0), T(5'-0) ' ,K +. 16'-113/a • 0.518 ' 3 11'-0 0.02 .1 (See 61'-0% 150' 7.094,, Flovo_(q) from Route 3 0.030614 Notes) 7Tr(1'-0), E(7'-0) 2 11'-0 = - 12.99 1.1010 _ . 75'-0% 2.297 2 11'-0 13:24 1 (See 54'-113/< 150'' 9.390 Notes) Flow (q) from Route 2 43'-0 4.769 4 0'-0 '` 26.23' 1.1010, 0.112355 3Tr(1'-0),'T(5'-0), 5E(7'-0), 97'-113/< 24.008 - WMV -13.000 4 0'-0 1 (See 0'-10'/2 120 ► .38.167 , t .., Notes) Water Supply 0.214884 5 0'-0 '•26.23 1.0490 F _ 0'-10'/z 0.186 5.00 '` ^ 38.353 Hose Allowance At Source 5 ° 31,23 Total(Pt) -Route 1 , t 101. 10'-01/.' 4.9 13.26 1 � (See 0'-11% 150 7.328 •••••Route2•••�• Notes) ° Sprinkler, , 5'-0 -0.424 11-0 13.26' 1.1010 0.031829 :' T(5'-0) ' 3 5'-11 /a 0.190 1- 11'-0 1 (See' 56'-4% ` 150 7.094 ; Notes) 16'-'0 2 11'-0 * . 13.24 1.1010 0.031724 4Tr(1'-0), E(7'-0), T(5'-0) 72'-43/a 2.297 9.390 Total(Pt) Route 2 1 11'-0 (See 4'-7'/2 •- 150 ` . 7.094 ..... Route 3 ..... " Notes) 5'-0 ' 3 11'-0 0.02 1 •,10106'-71/2 r } 0.000000 T(5'-0) 9'-7 /2 0.000 �- 7.094 Total(Pt) Route 3 .. a �t'R �- _. .. .. .. • 1� ... •�` ' ,. &(b M.E.P.CAD, Inc. I �9 AutoSPRINK®12 v12.0.61.0 a 1 ` '8/14/2017 12:56:40PM Page 5 M f Job Name: Richard 705 Residence' Remote Area Numbe'r: 1 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 100 130 140 150 "Multiplying Factor 0.713 1.16 •1.33 1.51 Fitting§ Legend. ALV Alarm Valve An V Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cpIg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/4 Elbow Ee2 22'/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE .90° FireLock M Elbow fEE 45° FireLock M Elbow flg Flange FN Floating Node fT FireLock M Tee Gauge GIoV 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 • Suppi sCV Swing Check Valve S r Sp rinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Ca Meter & Service Other Sewer Lateral Total: $ 13,501.98 an.,Sandra �iflalobosEa ; ` 'Date i. oechriic Fees -Approved by * �'. 3 P litforntation' Stappligd Qy Ctstomer CVID System;Data RECEIVED. Resldentiia6 bgrielction Chairge stkNltl~ «_ Max. Flow 26 gP►� Min. Pressure " °2 pst Inlet Pressure 1= k pSi AUG J-5 2017 Outlet Pressure= X49 04 pSl Max. Flow Customer Name ,t. `Avt�nna Fierrei a Phone NoUiNTq Min. Pressure Parcel No ,774-(a2 Geo.;' 06 OS 13 Address:�$4#5 Avenida J' ial`ez,'C'a a Uint LID: g0` Block No. Lot No 1'0 Size of lot 4,792 q - s ft. Tract No Type of Service:, R E:. L Duplex: Triplex: Apts; SWSC $ 1,,3x3 9$ Acres u ' 0 11 SWSC: WSBFC 3 Ps is OK i ti > OK to provide service TRY Fire Sprinkler Demand_ --- =- — - - = - ppoved by: Date: SCC =$� h dl$51�0;; Treatment:,$2,436/edu Collection. $2,415/edu Meter Meter Size:,-.. ��� ` In' Meter surcharge �,. Service Size; Inch Service 3SQ0 fl0 a ry Meter & Service Other Sewer Lateral Total: $ 13,501.98 an.,Sandra �iflalobosEa ; ` 'Date i. oechriic Fees -Approved by * �'. 3 P litforntation' Stappligd Qy Ctstomer CVID System;Data Domestic Water Demand* Service Connection" Max. Flows n1 gP «_ Max. Flow 26 gP►� Min. Pressure " °2 pst Inlet Pressure 1= k pSi Fire Sprinkler Demand* Outlet Pressure= X49 04 pSl Max. Flow Min. Pressure Meter Size /4 .inch System Type El � .. Service Size=; 1. jnCh. Multi Stand Alone 1 Prior to Pressure Regulating Valve ** For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Calculations USF 3/4 " METER;; "' SERVICE Pz= Upper f.a QuinYa -qtr �` `Y 77.49 ` > 60 p51 HCL= 482.ter- 10.90 RES.# = fi632-1 s etc.- 17.55 RES./HT= . 24 �tt1 t�•.t r ,! Po �' 49:04 > 40 SI > p PROP. ELEV.= .3.19 ,..._M 36.00 GPM w Ps is OK i ti > OK to provide service TRY Fire Sprinkler Demand_ --- =- — - - = - ppoved by: Date: The meter sizing is for plan check purposes only. The' ukim, ate!'respon'sibility resides with the Engineer -of -Record for the project: arms City of La Qu i nta ak �o Design and Development Departme� 78-495 Calle Tampico '/�® La Quinta, CA 92253 "-AUG 1 Telephone: (760)777-7125 Fax: (760)777`-1233 Z0J% CF'yOF'fNF'° www.lo-quinto.org C C/7YC ,. CA1Af1jA!/1). LA Oil/At q Riverside County Fire DepartmerVECop Riverside Office Akft- 2300 Market Street, Ste. 150 Riverside, CA 92501 (951)955-4777 AUG 15 2017• i„AiE. PAID ST,>M? .� CITY OF Ur 'QUINTA ,DESIGN AND DEUEMK.:4ENT DEPARTMENT FIRE REVIEW APPLICATION ❑ NEW ❑ TENANT IMPROVEMENT PERMIT NO. �516U t� r• PROJECT INFORMATION (Please Print) Project Name: �� Sign: j Site Address: !�%� � �/ice a tiC� Z Print: � L lV�ZCXtl City & Zip: • 7a 3,5-5 ) • 1 have read and understand that fees are DEPOSIT BASED FEES and there may be additional money due prior to or after project final. • Pursuan% 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 directins. J APPLICANT/CONTACT INFORMATION ' BILLING INFORMATION:ti-tame as Applicant info Applicant Name: I �� ) , /C Contractor License Number: V T� Contact Person: r, �� �/G l� Bill To: Mailing Address: ' wa� Mailing Address: City & Zip: p ii�C pgz-A� S�C v 8(8t Zip: Phone Number:. �o ~� __177 Fax: Phone Number: Fax: Email: / `N P-1�%�C /4 �� �� " l 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 ❑ DISPENSERS ONLY $217 ❑ COMMERCIAL TI - 10 + HEADS $619 ❑ . ABOVE GROUND - 1 TANK $217 ❑ 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 ❑ OTHER SUPRESSION SYSTEM $215 $215 ❑ ITEMS NOT LISTED ARE ON A SLIDING SCALE STARTING AT ----------------- : $197 are Deposit Based Fees: There may be additional money due prior to or after project final.