Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
FSS2020-0011
ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT RESIDENTIAL FIRE PROTECTION DBA ON GUARD 6438 ARVILLE ST LAS VEGAS NV 89118 viviana@onguardfp.co m CONTRACTOR RESIDENTIAL FIRE PROTECTION DBA ON GUARD 6438 ARVILLE ST LAS VEGAS NV 89118 viviana@onguardfp.co m OWNER MONROE 52 BUILDERS LLC 78401 HIGHWAY 111 STE X LA QUINTA CA 92253 CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES TELEPHONE CALL KAYLI ALFORD 1/30/2020 1/30/2020 PHONE CALL WAS PLACED TO ON GUARD FIRE TO INFORM THEM THE PLANS ARE APPROVED & READY FOR PICKUP CONDITIONS Description: RANCHO SANTANA / FIRE SPRINKLERS / BRES2019-0280 Type: FIRE SPRINKLER Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 1/10/2020 JLIM Parcel No: 767740029 Site Address: 81830 SEABISCUIT WY LA QUINTA,CA 92253 Approved: 1/30/2020 KHET Subdivision: TR 31202-3 Block: Lot: 29 Issued: 2/3/2020 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 5/28/2020 KHET Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: NOT TO BE CONSIDERED A MASTER PERMIT FOR PLAN 2 FINANCIAL INFORMATION Printed: Wednesday, January 18, 2023 3:55:27 PM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0011 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING KHET 2/5/2020 2/5/2020 APPROVED See Notes Prior to Final: Plans call for 1-inch water meter with 60- feet of 1.5" supply to riser - 3/4" WM and 90-feet of 2" supply observed at rough. Water supply shall be corrected to approved plans or plans and Calc revisions submitted. OVERHEAD HYRO KHET 2/5/2020 2/5/2020 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 5/26/20 WEB5269 CREDIT RESIDENTIAL FIRE PROTECTION DB ECON FIRE PLAN REVISION SUBMITTALS 101-0000-42420 0 $161.00 $161.00 3/18/20 WEB4709 CREDIT RESIDENTIAL FIRE PROTECTION DB ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $161.00 $161.00 1/10/20 R58085 0001 CREDIT CARD RESIDENTIAL FIRE PROTECTION DB JLIM FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $242.00 $242.00 1/10/20 R58085 0001 CREDIT CARD RESIDENTIAL FIRE PROTECTION DB JLIM Total Paid for FIRE FEES: $725.00 $725.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 1/10/20 R58085 0001 CREDIT CARD RESIDENTIAL FIRE PROTECTION DB JLIM Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 1/10/20 R58085 0001 CREDIT CARD RESIDENTIAL FIRE PROTECTION DB JLIM Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$740.00 $740.00 Printed: Wednesday, January 18, 2023 3:55:27 PM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0011 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/30/2020 KOHL HETRICK FSS2020-0011 - RANCHO SANTANA 29 - APPR.pdf FSS2020-0011 - RANCHO SANTANA 29 - APPR.pdf 0 DOC 3/18/2020 KOHL HETRICK 1ST SUBMITTAL - LOT 29 REV 1 - PLANS APPROVED.pdf 1ST SUBMITTAL - LOT 29 REV 1 - PLANS APPROVED.pdf 1 DOC 3/18/2020 KOHL HETRICK 1ST SUBMITTAL - LOT 29 REV 1 - CALCS APPROVED.pdf 1ST SUBMITTAL - LOT 29 REV 1 - CALCS APPROVED.pdf 1 BOND INFORMATION FIRE FINAL**KHET 5/26/2020 5/26/2020 DISAPPROVE D SEE NOTES The master bedroom area has a ceiling pocket exceeding 100 cubic feet (113) and requires a single head to be installed. A reinspection is required. FIRE FINAL**KHET 5/28/2020 5/28/2020 APPROVED Corrections were completed REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH (1 DAY) JACK LIMA 1/10/2020 1/13/2020 1/13/2020 COMPLETE 1ST FIRE (2 WK)KOHL HETRICK 1/10/2020 1/24/2020 1/30/2020 APPROVED 1ST FIRE (1 WK)KOHL HETRICK 3/6/2020 3/13/2020 3/18/2020 APPROVED REVISION - 1 PARENT PROJECTS Printed: Wednesday, January 18, 2023 3:55:27 PM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0011 NFPA 13D 8.3.7 -Ceiling pocket > 100cu. ft.APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:countyfire03/18/2020 12:13:49 PMThe approval of plans and specifications does notpermit the violation, deletion, omission or faultyinstallation of any requirements of Title 24 or anyLocal Ordinances. Construction shall remainaccessible and exposed for inspection purposesuntil approved by the Fire Department.Kohl HetrickDigitally signed by Kohl HetrickDN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl HetrickLocation: 78495 Calle Tampico, La Quinta, 92253Reason: I have reviewed this documentContact Info: 760-777-7074Date: 2019.07.23 08:23:01-07'00'FSS2020-0011 REV 1 Hydraulic Calculations Location: TRACT #31202, LA QUINTA, Project Name: RANCHO SANTANA Drawing Name: PLAN 2 LOT 29 Calculation Date: 2/28/2020 for Design Remote Area Location: Residential Area of Application: 512.00ft² (Actual 156.04ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 2 MASTER BEDROOM 1 (16'X16' SPACING)Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Pressure:0.050gpm/ft² Pendent No. of nozzles calculated: 0 In-rack Demand: Hose Streams:at Node: Type: Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 5.00 HoseType:500at Node: (including Hose Streams where applicable):Total Water Required 60.041@31.03From Water Supply at Node 1:(Safety Margin = 23.115 psi) Type of System: 13D Volume of Dry or PreAction System: N/A Name of Contractor:ON GUARD FIRE PROTECTION Authority Having Jurisdiction: Address: Phone Number: Name of designer: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 909-225-5065 OSCAR GARCIA N/A N/A Right:Left:Automatic peaking results Notes: 2/28/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.14.0 8:37:31AM1 (16'X16' SPACING) APPROVED Riverside County Fire Department La Quinta Office of the Fire Marshal By: countyfire 03/18/2020 12:14:30 PM The approval of plans 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. Kohl Hetrick Digitally signed by Kohl Hetrick DN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl Hetrick Location: 78495 Calle Tampico, La Quinta, 92253 Reason: I have reviewed this document Contact Info: 760-777-7074 Date: 2019.07.23 08:23:01-07'00' FSS2020-0011 REV 1 Hydraulic Summary Report Description: Residential (1 (16'X16' SPACING)) Job Number: 172035 Node Flow(gpm) Hose At Node 500 5.00 Total Hose Streams 5.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 83.156 60.041 23.1151300.0079.47083.160 31.03Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 31.03 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 679.55gal Residential 0.050gpm/ft² 256.00ft² 512.00ft² (Actual 156.04ft²) 2 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Pressure Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 12.07 between nodes 3 and 4 Maximum Velocity Under Ground 13.92 between nodes 10 and 150 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.040 Most Demanding Sprinkler Data System LA QUINTA Job Site/Building TRACT #31202 AHJ RANCHO SANTANA Job State Certification/License NumberJob Name: OSCAR GARCIA172035 Contractor Contractor Number 950378 Name of Contractor: ON GUARD FIRE PROTECTION Address 1 6438 ARVILLE STREET Address 2 LAS VEGAS, NV 89118 Contact Name Contact Title ExtensionPhone 909-225-5065 FAX E-mail Web-Site BOBBY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name PLAN 2 LOT 29 System Flow Demand 31.03 Remote Area(s) Address 3 2/28/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.14.0 8:38:21AM Hydraulic GraphWater Supply Node: 1Job Name: RANCHO SANTANARemote Area Number: 1 (16'X16' SPACING)Date: 2/28/2020Summary SheetN1.85© M.E.P.CAD, Inc.2/28/2020Page 2AutoSPRINK 2019 v15.1.14.0 8:37:33AM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1 (16'X16' SPACING)) Job Number: 172035 Sprinkler 101 13.00 13.00 4.9 7.040 Sprinkler 102 13.03 13.00 4.9 7.071 Hose 500 5.00 5.00 0 37.823 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/28/2020 Page 3AutoSPRINK 2019 v15.1.14.0 8:37:34AM Job Name: RANCHO SANTANA Remote Area Number: 1 (16'X16' SPACING)Date: 2/28/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 79.4701 60.04131.031300.00 83.15683.160Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -2'-0 31.0360.041Supply1 10'-1 13.007.040Sprinkler101 10'-1 13.037.071Sprinkler102 1'-6 5.0037.823500 -2'-0 60.0442 -2'-0 52.2973 -2'-0 40.7254 -2'-0 40.0835 2'-0 37.594Supply6 10'-6 28.29510 10'-6 17.949150 10'-6 7.688152 © M.E.P.CAD, Inc.2/28/2020 Page 4AutoSPRINK 2019 v15.1.14.0 8:37:37AM Date: 2/28/2020 Job Name: RANCHO SANTANA Remote Area Number: 1 (16'X16' SPACING) Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 10'-6 8'-5 -0.181 0.795 10'-1 1'-5101 154 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 7.04013.00 0.094423 Sprinkler, 13.00 4.9 E(4'-0), T(3'-0) 150 6'-0 10'-6 17'-8 0.034 10'-6 11'-8154 152 ¾(See Notes) 0.8740 7.654 0.001914 T(3'-0) 1.58 T(3'-0) 150 14'-0 10'-6 87'-7 10.262 10'-6 73'-7152 150 ¾(See Notes) 0.8740 7.68813.03 0.117167 Flow (q) from Route 2 14.61 3T(3'-0), 5Tr(1'-0) 150 7'-0 10'-6 30'-4 10.346 10'-6 23'-4150 10 ¾(See Notes) 0.8740 17.94911.42 0.341078 Flow (q) from Route 3 26.03 4Tr(1'-0), T(3'-0) 150 24'-0 2'-0 50'-8 3.685 5.613 10'-6 26'-810 6 1 (See Notes) 1.1010 28.295 0.11079326.03 3Tr(1'-0), 3E(5'-0), f(-0.000), sCV(5'-0), cplg(1'-0), BASE OF RISER 150 1'-6 0'-6 0.217 0.012 2'-0 0'-66 500 1½ 1.5050 37.594 0.02417826.03 150 8'-8 -2'-0 22'-2 1.517 0.743 1'-6 13'-6500 5 1½(See Notes) 1.5050 37.8235.00 0.03346431.03 2E(4'-4) 150 -2'-0 90'-0 0.642 -2'-0 90'-05 4 2 2.0670 40.083 0.00713631.03 150 8'-1 -2'-0 9'-3 11.571 -2'-0 1'-24 3 1 (See Notes) 1.0250 40.725 0.21724831.03 CV(8'-1), WMV(-9.554) 150 0'-7 -2'-0 20'-7 7.748 -2'-0 20'-03 2 1 (See Notes) 0.9950 52.297 0.25106331.03 AngV(-2.500), BalV(-0.080), cplg(0'-7) 150 166'-0 -2'-0 416'-0 -0.007 0.004 -2'-0 250'-02 1 8 (See Notes) 7.9800 60.044 0.00001031.03 2E(27'-2), 2T(52'-10), GV(6'-0), S 150 © M.E.P.CAD, Inc.2/28/2020 Page 5AutoSPRINK 2019 v15.1.14.0 8:37:39AM1 (16'X16' SPACING) Date: 2/28/2020 Job Name: RANCHO SANTANA Remote Area Number: 1 (16'X16' SPACING) Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 1 0.00 Hose Allowance At Source 31.03 Route 1Total(Pt) 60.041 7'-0 10'-6 8'-5 -0.181 0.798 10'-1 1'-5102 152 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 7.07113.03 0.094802 Sprinkler, 13.03 4.9 E(4'-0), T(3'-0) 150 7.688 Total(Pt) Route 2 29'-0 10'-6 138'-7 10.296 10'-6 109'-7154 150 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 7.6541.58 0.074292 Flow (q) from Route 1 11.42 2E(4'-0), 12Tr(1'-0), 3T(3'-0) 150 17.949 Total(Pt) Route 3 © M.E.P.CAD, Inc.2/28/2020 Page 6AutoSPRINK 2019 v15.1.14.0 8:37:39AM1 (16'X16' SPACING) Date: 2/28/2020 Job Name: RANCHO SANTANA Remote Area Number: 1 (16'X16' SPACING) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 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°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.2/28/2020 Page 7AutoSPRINK 2019 v15.1.14.0 8:37:39AM1 (16'X16' SPACING) Hydraulic Calculations Location: TRACT #31202, LA QUINTA, Project Name: RANCHO SANTANA Drawing Name: PLAN 2 LOT 29 Calculation Date: 2/28/2020 for Design Remote Area Location: Residential Area of Application: 400.00ft² (Actual 139.33ft²) Coverage per Sprinkler: 400.00ft² Type of sprinklers calculated: 1 BEDROOM 2 2 (20'X20' SPACING)Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Pressure:0.050gpm/ft² Pendent No. of nozzles calculated: 0 In-rack Demand: Hose Streams:at Node: Type: Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 5.00 HoseType:500at Node: (including Hose Streams where applicable):Total Water Required 58.191@26.02From Water Supply at Node 1:(Safety Margin = 24.966 psi) Type of System: 13D Volume of Dry or PreAction System: N/A Name of Contractor:ON GUARD FIRE PROTECTION Authority Having Jurisdiction: Address: Phone Number: Name of designer: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 909-225-5065 OSCAR GARCIA N/A N/A Right:Left:Automatic peaking results Notes: 2/28/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.14.0 8:40:58AM2 (20'X20' SPACING) APPROVED Riverside County Fire Department La Quinta Office of the Fire Marshal By: countyfire 03/18/2020 12:14:36 PM The approval of plans 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. Kohl Hetrick Digitally signed by Kohl Hetrick DN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl Hetrick Location: 78495 Calle Tampico, La Quinta, 92253 Reason: I have reviewed this document Contact Info: 760-777-7074 Date: 2019.07.23 08:23:01-07'00' FSS2020-0011 REV 1 Hydraulic Summary Report Description: Residential (2 (20'X20' SPACING)) Job Number: 172035 Node Flow(gpm) Hose At Node 500 5.00 Total Hose Streams 5.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 83.157 58.191 24.9661300.0079.47083.160 26.02Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 26.02 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 679.55gal Residential 0.050gpm/ft² 400.00ft² 400.00ft² (Actual 139.33ft²) 1 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Pressure Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 10.12 between nodes 3 and 4 Maximum Velocity Under Ground 11.24 between nodes 10 and 150 Maximum Velocity Above Ground 4.9 K-Factor 21.02 at 18.400 Most Demanding Sprinkler Data System LA QUINTA Job Site/Building TRACT #31202 AHJ RANCHO SANTANA Job State Certification/License NumberJob Name: OSCAR GARCIA172035 Contractor Contractor Number 950378 Name of Contractor: ON GUARD FIRE PROTECTION Address 1 6438 ARVILLE STREET Address 2 LAS VEGAS, NV 89118 Contact Name Contact Title ExtensionPhone 909-225-5065 FAX E-mail Web-Site BOBBY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name PLAN 2 LOT 29 System Flow Demand 26.02 Remote Area(s) Address 3 2/28/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.14.0 8:41:28AM Hydraulic GraphWater Supply Node: 1Job Name: RANCHO SANTANARemote Area Number: 2 (20'X20' SPACING)Date: 2/28/2020Summary SheetN1.85© M.E.P.CAD, Inc.2/28/2020Page 2AutoSPRINK 2019 v15.1.14.0 8:41:00AM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (2 (20'X20' SPACING)) Job Number: 172035 Sprinkler 201 21.02 21.02 4.9 18.400 Hose 500 5.00 5.00 0 40.903 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/28/2020 Page 3AutoSPRINK 2019 v15.1.14.0 8:41:01AM Job Name: RANCHO SANTANA Remote Area Number: 2 (20'X20' SPACING)Date: 2/28/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 79.4701 58.19126.021300.00 83.15783.160Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -2'-0 26.0258.191Supply1 10'-1 21.0218.400Sprinkler201 1'-6 5.0040.903500 -2'-0 58.1952 -2'-0 51.8853 -2'-0 43.4204 -2'-0 42.9565 2'-0 40.678Supply6 10'-6 33.21310 10'-6 26.248150 10'-6 19.004156 © M.E.P.CAD, Inc.2/28/2020 Page 4AutoSPRINK 2019 v15.1.14.0 8:41:04AM Date: 2/28/2020 Job Name: RANCHO SANTANA Remote Area Number: 2 (20'X20' SPACING) Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 3'-0 10'-6 3'-5 -0.181 0.785 10'-1 0'-5201 156 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 18.40021.02 0.229630 Sprinkler, 21.02 4.9 T(3'-0) 150 20'-0 10'-6 86'-10 7.244 10'-6 66'-10156 150 ¾(See Notes) 0.8740 19.004 0.08342812.16 E(4'-0), 7Tr(1'-0), 3T(3'-0) 150 7'-0 10'-6 30'-4 6.965 10'-6 23'-4150 10 ¾(See Notes) 0.8740 26.2488.86 0.229630 Flow (q) from Route 2 21.02 4Tr(1'-0), T(3'-0) 150 24'-0 2'-0 50'-8 3.685 3.779 10'-6 26'-810 6 1 (See Notes) 1.1010 33.213 0.07459121.02 3Tr(1'-0), 3E(5'-0), f(-0.000), sCV(5'-0), cplg(1'-0), BASE OF RISER 150 1'-6 0'-6 0.217 0.008 2'-0 0'-66 500 1½ 1.5050 40.678 0.01627721.02 150 8'-8 -2'-0 22'-2 1.517 0.536 1'-6 13'-6500 5 1½(See Notes) 1.5050 40.9035.00 0.02415726.02 2E(4'-4) 150 -2'-0 90'-0 0.464 -2'-0 90'-05 4 2 2.0670 42.956 0.00515226.02 150 8'-1 -2'-0 9'-3 8.465 -2'-0 1'-24 3 1 (See Notes) 1.0250 43.420 0.15682726.02 CV(8'-1), WMV(-7.009) 150 0'-7 -2'-0 20'-7 6.311 -2'-0 20'-03 2 1 (See Notes) 0.9950 51.885 0.18123826.02 AngV(-2.500), BalV(-0.080), cplg(0'-7) 150 166'-0 -2'-0 416'-0 -0.007 0.003 -2'-0 250'-02 1 8 (See Notes) 7.9800 58.195 0.00000726.02 2E(27'-2), 2T(52'-10), GV(6'-0), S 150 1 0.00 Hose Allowance At Source 26.02 Route 1Total(Pt) 58.191 © M.E.P.CAD, Inc.2/28/2020 Page 5AutoSPRINK 2019 v15.1.14.0 8:41:06AM2 (20'X20' SPACING) Date: 2/28/2020 Job Name: RANCHO SANTANA Remote Area Number: 2 (20'X20' SPACING) Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 28'-0 10'-6 156'-0 7.244 10'-6 128'-0156 150 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 19.00412.16 0.046438 Flow (q) from Route 1 8.86 9Tr(1'-0), E(4'-0), 5T(3'-0) 150 26.248 Total(Pt) Route 2 © M.E.P.CAD, Inc.2/28/2020 Page 6AutoSPRINK 2019 v15.1.14.0 8:41:06AM2 (20'X20' SPACING) Date: 2/28/2020 Job Name: RANCHO SANTANA Remote Area Number: 2 (20'X20' SPACING) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 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°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.2/28/2020 Page 7AutoSPRINK 2019 v15.1.14.0 8:41:06AM2 (20'X20' SPACING) OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org January 30, 2020 On Guard Fire Protection 11800 Sterling Ave # 121 Riverside, CA 92503 Re: Residential Fire Sprinkler Plan Review – RANCHO SANTANA – PLAN 2 – LOT 29 FSS2020-0011 / 81830 SEABISCUIT WAY, LA QUINTA, CA 92253 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist