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FSS2020-0024
ADDITIONAL SITES CHRONOLOGY 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 READY TO ISSUE CHECKLIST KOHL HETRICK 1/30/2020 PENDING 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 / BRES2019-0279 Type: FIRE SPRINKLER Subtype: RESIDENTIAL - TRACT HOMES Status: FINALED Applied: 1/30/2020 AHI Parcel No: 767740044 Site Address: 81827 SEABISCUIT WY LA QUINTA,CA 92253 Approved: 1/30/2020 KHET Subdivision: TR 31202-3 Block: Lot: 44 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, February 08, 2023 12:09:48 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0024 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 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, February 08, 2023 12:09:48 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0024 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/17/2020 ARMANDO MAGALLON 1ST SUBMITTAL - REV 1 - PLAN SET PLAN 3- LOT 44- DELTA 1.pdf 0 DOC 3/17/2020 ARMANDO MAGALLON 1ST SUBMITTAL - REV 1 - CALCS PLAN 3- LOT 44- CALC.pdf 0 DOC 1/30/2020 KOHL HETRICK FSS2020-0024 - RANCHO SANTANA 44 - APPR.pdf FSS2020-0024 - RANCHO SANTANA 44 - APPR.pdf 0 IMAGE 2/5/2020 KOHL HETRICK 75 WM to 2 inch.JPG 75 WM to 2 inch.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 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 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, February 08, 2023 12:09:48 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0024 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED IMAGE 2/5/2020 KOHL HETRICK 90 feet UG supply observed.JPG 90 feet UG supply observed.JPG 0 Printed: Wednesday, February 08, 2023 12:09:48 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0024 Hydraulic Calculations Location: TRACT #31202, LA QUINTA, Project Name: RANCHO SANTANA Drawing Name: PLAN 3 LOT 44 Calculation Date: 2/28/2020 for Design Remote Area Location: Residential Area of Application: 512.00ft² (Actual 223.33ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 2 MASTER BEDROOM 1Remote 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 56.766@31.01From Water Supply at Node 1:(Safety Margin = 26.390 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 12:44:58PM1 Hydraulic Summary Report Description: Residential (1) 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 56.766 26.3901300.0079.47083.160 31.01Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 31.01 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 679.35gal Residential 0.050gpm/ft² 256.00ft² 512.00ft² (Actual 223.33ft²) 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 12.06 between nodes 3 and 4 Maximum Velocity Under Ground 13.91 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 3 LOT 44 System Flow Demand 31.01 Remote Area(s) Address 3 2/28/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.14.0 12:45:42PM Hydraulic GraphWater Supply Node: 1Job Name: RANCHO SANTANARemote Area Number: 1Date: 2/28/2020Summary SheetN1.85© M.E.P.CAD, Inc.2/28/2020Page 2AutoSPRINK 2019 v15.1.14.012:45:00PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1) Job Number: 172035 Sprinkler 101 13.00 13.00 4.9 7.040 Sprinkler 102 13.01 13.00 4.9 7.052 Hose 500 5.00 5.00 0 34.238 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/28/2020 Page 3AutoSPRINK 2019 v15.1.14.0 12:45:01PM Job Name: RANCHO SANTANA Remote Area Number: 1 Date: 2/28/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 79.4701 56.76631.011300.00 83.15683.160Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -2'-0 31.0156.766Supply1 10'-1 13.007.040Sprinkler101 10'-1 13.017.052Sprinkler102 1'-6 5.0034.238500 -2'-0 56.7692 -2'-0 49.0273 -2'-0 37.4674 -2'-0 36.4985 2'-0 34.009Supply6 10'-6 26.40610 10'-6 16.986150 10'-6 14.528152 10'-6 8.275154 10'-6 8.261156 © M.E.P.CAD, Inc.2/28/2020 Page 4AutoSPRINK 2019 v15.1.14.0 12:45:03PM Date: 2/28/2020 Job Name: RANCHO SANTANA Remote Area Number: 1 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 14'-11 -0.190 1.410 10'-1 7'-11101 156 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 7.04013.00 0.094423 Sprinkler, 13.00 4.9 E(4'-0), T(3'-0) 150 1'-0 10'-6 1'-6 0.014 10'-6 0'-6156 154 ¾(See Notes) 0.8740 8.261 0.0092693.71 Tr(1'-0) 150 6'-0 10'-6 41'-7 6.253 10'-6 35'-7154 152 ¾(See Notes) 0.8740 8.27513.01 0.150377 Flow (q) from Route 2 16.72 3Tr(1'-0), T(3'-0) 150 6'-0 10'-6 25'-2 0.747 10'-6 19'-2152 160 ¾(See Notes) 0.8740 14.528 0.0296576.95 3Tr(1'-0), T(3'-0) 150 3'-0 10'-6 12'-0 1.711 10'-6 9'-0160 150 ¾(See Notes) 0.8740 15.2759.29 0.142584 Flow (q) from Route 4 16.25 T(3'-0) 150 4'-0 10'-6 27'-8 9.420 10'-6 23'-8150 10 ¾(See Notes) 0.8740 16.9869.77 0.340656 Flow (q) from Route 3 26.01 Tr(1'-0), T(3'-0) 150 23'-0 2'-0 35'-5 3.685 3.919 10'-6 12'-510 6 1 (See Notes) 1.1010 26.406 0.11065526.01 3E(5'-0), f(-0.000), 2Tr(1'-0), 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 34.009 0.02414826.01 150 8'-8 -2'-0 22'-2 1.517 0.742 1'-6 13'-6500 5 1½(See Notes) 1.5050 34.2385.00 0.03342931.01 2E(4'-4) 150 -2'-0 90'-0 0.969 -2'-0 90'-05 4 2 2.0670 36.498 0.01077231.01 120 8'-1 -2'-0 9'-3 11.560 -2'-0 1'-24 3 1 (See Notes) 1.0250 37.467 0.21702231.01 CV(8'-1), WMV(-9.545) 150 © M.E.P.CAD, Inc.2/28/2020 Page 5AutoSPRINK 2019 v15.1.14.0 12:45:05PM1 Date: 2/28/2020 Job Name: RANCHO SANTANA Remote Area Number: 1 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 0'-7 -2'-0 20'-7 7.742 -2'-0 20'-03 2 1 (See Notes) 0.9950 49.027 0.25080231.01 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 56.769 0.00001031.01 2E(27'-2), 2T(52'-10), GV(6'-0), S 150 1 0.00 Hose Allowance At Source 31.01 Route 1Total(Pt) 56.766 11'-0 10'-6 14'-11 -0.190 1.413 10'-1 3'-11102 154 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 7.05213.01 0.094568 Sprinkler, 13.01 4.9 2E(4'-0), T(3'-0) 150 8.275 Total(Pt) Route 2 9'-0 10'-6 44'-2 2.458 10'-6 35'-2152 150 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 14.5286.95 0.055630 Flow (q) from Route 1 9.77 2T(3'-0), 3Tr(1'-0) 150 16.986 Total(Pt) Route 3 27'-0 10'-6 138'-3 7.014 10'-6 111'-3156 160 ¾• • • • • Route 4 • • • • •(See Notes) 0.8740 8.2613.71 0.050739 Flow (q) from Route 1 9.29 4T(3'-0), 15Tr(1'-0) 150 15.275 Total(Pt) Route 4 © M.E.P.CAD, Inc.2/28/2020 Page 6AutoSPRINK 2019 v15.1.14.0 12:45:05PM1 Date: 2/28/2020 Job Name: RANCHO SANTANA Remote Area Number: 1 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 12:45:05PM1 Hydraulic Calculations Location: TRACT #31202, LA QUINTA, Project Name: RANCHO SANTANA Drawing Name: PLAN 3 LOT 44 Calculation Date: 2/28/2020 for Design Remote Area Location: Residential Area of Application: 400.00ft² (Actual 153.08ft²) Coverage per Sprinkler: 400.00ft² Type of sprinklers calculated: 1 MASTER BATH 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 58.003@26.02From Water Supply at Node 1:(Safety Margin = 25.154 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 12:48:39PM2 (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 58.003 25.1541300.0079.47083.160 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 679.35gal Residential 0.050gpm/ft² 400.00ft² 400.00ft² (Actual 153.08ft²) 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 3 LOT 44 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 12:49:16PM 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 v15.1.14.012:48:41PM 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 40.478 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/28/2020 Page 3AutoSPRINK 2019 v15.1.14.0 12:48:43PM 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 58.00326.021300.00 83.15783.160Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -2'-0 26.0258.003Supply1 10'-1 21.0218.400Sprinkler201 1'-6 5.0040.478500 -2'-0 58.0072 -2'-0 51.6973 -2'-0 43.2324 -2'-0 42.5315 2'-0 40.253Supply6 10'-6 33.92610 10'-6 27.577150 10'-6 25.974152 10'-6 21.181158 © M.E.P.CAD, Inc.2/28/2020 Page 4AutoSPRINK 2019 v15.1.14.0 12:48:45PM 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 8'-0 10'-6 12'-11 -0.190 2.971 10'-1 4'-11201 158 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 18.40021.02 0.229630 Sprinkler, 21.02 4.9 2E(4'-0) 150 9'-0 10'-6 51'-7 4.793 10'-6 42'-7158 152 ¾(See Notes) 0.8740 21.181 0.092912 Tr(1'-0) 12.89 5Tr(1'-0), T(3'-0) 150 6'-0 10'-6 25'-2 0.427 10'-6 19'-2152 160 ¾(See Notes) 0.8740 25.974 0.0169395.14 3Tr(1'-0), T(3'-0) 150 3'-0 10'-6 12'-0 1.176 10'-6 9'-0160 150 ¾(See Notes) 0.8740 26.4008.13 0.098019 Flow (q) from Route 2 13.27 T(3'-0) 150 4'-0 10'-6 27'-8 6.350 10'-6 23'-8150 10 ¾(See Notes) 0.8740 27.5777.75 0.229630 Flow (q) from Route 3 21.02 Tr(1'-0), T(3'-0) 150 23'-0 2'-0 35'-5 3.685 2.642 10'-6 12'-510 6 1 (See Notes) 1.1010 33.926 0.07459121.02 3E(5'-0), f(-0.000), 2Tr(1'-0), 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 40.253 0.01627721.02 150 8'-8 -2'-0 22'-2 1.517 0.536 1'-6 13'-6500 5 1½(See Notes) 1.5050 40.4785.00 0.02415726.02 2E(4'-4) 150 -2'-0 90'-0 0.701 -2'-0 90'-05 4 2 2.0670 42.531 0.00778426.02 120 8'-1 -2'-0 9'-3 8.465 -2'-0 1'-24 3 1 (See Notes) 1.0250 43.232 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 51.697 0.18123826.02 AngV(-2.500), BalV(-0.080), cplg(0'-7) 150 © M.E.P.CAD, Inc.2/28/2020 Page 5AutoSPRINK 2019 v15.1.14.0 12:48:47PM2 (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 166'-0 -2'-0 416'-0 -0.007 0.003 -2'-0 250'-02 1 8 (See Notes) 7.9800 58.007 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) 58.003 27'-0 10'-6 131'-9 5.219 10'-6 104'-9158 160 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 21.181 0.039619 T(3'-0) 8.13 15Tr(1'-0), 3T(3'-0) 150 26.400 Total(Pt) Route 2 9'-0 10'-6 44'-2 1.603 10'-6 35'-2152 150 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 25.9745.14 0.036278 Flow (q) from Route 1 7.75 2T(3'-0), 3Tr(1'-0) 150 27.577 Total(Pt) Route 3 © M.E.P.CAD, Inc.2/28/2020 Page 6AutoSPRINK 2019 v15.1.14.0 12:48:47PM2 (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 12:48:47PM2 (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 3 – LOT 44 FSS2020-0024 / 81827 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