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FSS2020-0023
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 CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES READY TO ISSUE CHECKLIST KOHL HETRICK 1/30/2020 2/3/2020 2/3/2020 COMPLETE PAY FEES 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: RANCH SANTANA / FIRE SPRINKLER / BRES2019-0281 Type: FIRE SPRINKLER Subtype: RESIDENTIAL - TRACT HOMES Status: FINALED Applied: 1/30/2020 AHI Parcel No: 767740045 Site Address: 81811 SEABISCUIT WY LA QUINTA,CA 92253 Approved: 1/30/2020 KHET Subdivision: TR 31202-3 Block: Lot: 45 Issued: 2/3/2020 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 5/26/2020 KHET Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Wednesday, January 18, 2023 3:45:22 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0023 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL OWNER MONROE 52 BUILDERS LLC 78401 HIGHWAY 111 STE X LA QUINTA CA 92253 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY 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 2/3/20 R59158 03725g CREDIT CARD pepka mckayla AHI FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $242.00 $242.00 2/3/20 R59158 03725g CREDIT CARD pepka mckayla AHI Total Paid for FIRE FEES: $564.00 $564.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 2/3/20 R59158 03725g CREDIT CARD pepka mckayla AHI Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 2/3/20 R59158 03725g CREDIT CARD pepka mckayla AHI Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$579.00 $579.00 Printed: Wednesday, January 18, 2023 3:45:22 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0023 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/3/2020 AARON HICKSON FIRE JOB CARD FIRE JOB CARD.doc DOC 1/30/2020 KOHL HETRICK FSS2020-0023 - RANCHO SANTANA 45 - APPR.pdf FSS2020-0023 - RANCHO SANTANA 45 - APPR.pdf 0 DOC 3/18/2020 KOHL HETRICK 1ST SUBMITTAL - REV 1 - PLANS APPROVED.pdf 1ST SUBMITTAL - REV 1 - PLANS APPROVED.pdf 1 DOC 3/18/2020 KOHL HETRICK 1ST SUBMITTAL - REV 1 - CALCS APPROVED.pdf 1ST SUBMITTAL - REV 1 - CALCS APPROVED.pdf 1 IMAGE 2/5/2020 KOHL HETRICK 2 inch supply at riser.JPG 2 inch supply at riser.JPG 0 BOND INFORMATION OVERHEAD ROUGH PIPING KHET 2/5/2020 2/5/2020 APPROVED See Notes Prior to Final: Plans call for 1-inch water meter with 1.5" supply to riser - 3/4" WM and 2" supply observed at rough. Water supply shall be corrected to approve or plans and Calc revisions submitted. OVERHEAD HYRO KHET 2/5/2020 2/5/2020 APPROVED FIRE FINAL**KHET 5/26/2020 5/26/2020 APPROVED REMOTE VIDEO INSPECTION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH (1 DAY) ARMANDO MAGALLON 1/30/2020 1/31/2020 1/31/2020 COMPLETE 1ST FIRE (2 WK)KOHL HETRICK 1/30/2020 2/13/2020 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 3:45:22 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0023 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED IMAGE 2/5/2020 KOHL HETRICK 75 WM and 1 inch to 2 inch transition water Supply.JPG 75 WM and 1 inch to 2 inch transition water Supply.JPG 0 Printed: Wednesday, January 18, 2023 3:45:22 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0023 Hydraulic Calculations Location: TRACT #31202, LA QUINTA, Project Name: RANCHO SANTANA Drawing Name: PLAN 2 LOT 45 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 2:14:01PM1 (16'X16' SPACING) 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 45 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 2:14:29PM 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 2:14:03PM 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 2:14:04PM 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 2:14:06PM 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 2:14:09PM1 (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 2:14:09PM1 (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 2:14:08PM1 (16'X16' SPACING) Hydraulic Calculations Location: TRACT #31202, LA QUINTA, Project Name: RANCHO SANTANA Drawing Name: PLAN 2 LOT 45 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 MASTER BEDROOM 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: 13DE 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 2:17:58PM2- (20'X20' SPACING) 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 45 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 2:18:46PM 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 2:17:59PM 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 2:18:01PM 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 © M.E.P.CAD, Inc.2/28/2020 Page 4AutoSPRINK 2019 v15.1.14.0 2:18:03PM 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 2:18:05PM2- (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 2:18:05PM2- (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 2:18:05PM2- (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 45 FSS2020-0023 / 81811 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 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 79485 Calle Tampico La Quinta, CA 92253 Main Number (760) 777-7158 Inspection Number (760)777-7131 CITY OF LA QUINTA FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 81811 SEABISCUIT WY PERMIT# : FSS2020-0023 DATE ISSUED: DESCRIPTION: RANCH SANTANA / FIRE SPRINKLER / BRES2019-0281 CONTRACTOR: RESIDENTIAL FIRE PROTECTION DBA ON GUARD HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre-pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final E F Thrust block pre-pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final E F Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors’ test Hood/duct extinguishing High pile storage High pile rack storage In-rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough-wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: 79485 Calle Tampico La Quinta, CA 92253 Main Number (760) 777-7158 Inspection Number (760)777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. The inspection hotline for the City of La Quinta is (760)777-7131 B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY.