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FSS2022-0478
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 (702)966-8021 VanesaH@ONGUARDF P.COM CONTRACTOR RESIDENTIAL FIRE PROTECTION DBA ON GUARD 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 VanesaH@ONGUARDF P.COM OWNER TOLL BROTHERS 725 TOWN & COUNTRY STE 200 ORANGE CA 92868 (702)966-8021 CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL AARON HICKSON 12/30/2022 12/30/2022 REQUESTED PLAN TYPE AND HEAD COUNT CONDITIONS Description: STONE CREEK RANCH / FIRE SPRINKLERS / BRES2022-0416 / PLAN 1 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - TRACT HOMES Status: FINALED Applied: 12/29/2022 ECON Parcel No: 762430019 Site Address: 57545 STONE CREEK TRL WEST LA QUINTA,CA 92253 Approved: 12/30/2022 AHI Subdivision: TR 30834 Block: Lot: 19 Issued: ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 7/13/2023 LRO Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Friday, July 21, 2023 1:42:04 PM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0478 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING LRO 2/23/2023 2/23/2023 DISAPPROVE D See Notes Please add a Sprinkler Head in the primary bedroom second half of the hallway for adequate coverage. OVERHEAD HYRO LRO 2/23/2023 2/23/2023 APPROVED OVERHEAD ROUGH PIPING LIN 3/2/2023 3/2/2023 APPROVED FIRE FINAL**LRO 7/13/2023 7/13/2023 APPROVED REVIEWS PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 2/28/23 WEB14469 823614190 CREDIT 950378 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $167.00 $167.00 1/3/23 WEB13957 781703594 CREDIT 950378 ECON Total Paid for FIRE FEES: $342.00 $342.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 1/3/23 WEB13957 781703594 CREDIT 950378 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $8.00 $8.00 1/3/23 WEB13957 781703594 CREDIT 950378 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $8.00 $8.00 TOTALS:$361.00 $361.00 Printed: Friday, July 21, 2023 1:42:04 PM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0478 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/2/2023 LEILANI ROJAS FSS2022-0478 INSP NOTES 2-23-23.pdf FSS2022-0478 INSP NOTES 2-23-23.pdf 1 BOND INFORMATION REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH – ETRAKIT (1 DAY) AARON HICKSON 12/29/2022 12/30/2022 12/30/2022 COMPLETE Printed: Friday, July 21, 2023 1:42:04 PM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0478 ObstructionN.N.NV Fire Marshal LIC: G-537 & JG-8512http://www.onguardfp.com46438 ARVILLE STREET LAS VEGAS, NEVADA 89118NV LIC: 61307 - CA LIC: 9503783GENERAL CONDITIONSTHIS DRAWING AND THE INFORMATION AND DESIGNAPPLICATIONS HEREIN CONTAINED ARE THE PROPERTYOF ON GUARD FIRE PROTECTION AND ARE LOANED UPONTHE EXPRESS CONDITIONS THAT THE SAME BERETURNED TO ON GUARD FIRE PROTECTION UPONREQUEST. ALL INFORMATION HEREIN CONTAINED SHALLBE TREATED AS SECRET AND CONFIDENTIAL. NOREPRODUCTION OF THESE DRAWINGS OR ANY PART OFTHE THEREOF SHALL BE MADE WITHOUT WRITTENCONSENT OF ON GUARD FIRE PROTECTION. BY WAY OFTHESE GENERAL CONDITIONS, ON GUARD FIREPROTECTION DOES GIVE WRITTEN CONSENT TO THEGENERAL CONTRACTOR AND/OR HOME BUILDER LISTEDON THESE DRAWINGS TO USE THESE DRAWINGS AS PARTOF THEIR PLANNING AND PERMITTING PROCESS. INADDITION, ON GUARD FIRE PROTECTION GIVES CONSENTTO THE PROPERTY OWNER TO REQUEST A COPY OFTHESE DRAWINGS FOR THEIR PRIVATE USE ONLY SOLONG AS ALL PAYMENTS FOR SERVICES RENDERED AREPAID IN FULL. PHONE (702) 966-8021 - FAX (702) 987-1174AS BUILT REVISIONS & METER CHANGE1" METER W/ NO RSV1ADDED ADDITIONAL RISER DETAIL & PROOF CALC OFREVISIONSREV. BYPROJECT NAME:DATEPROJECT ADDRESS:3/31/2022M.F6/20/2022M.FPLAN 1 LOT 32STONE CREEK RANCHTOLL BROTHERSTRACT - 30834APN: 762-440-013LA QUINTA, CA80453 OLD RANCH TRAIL S.PROJECT CONRTACTOR: Hydraulic Calculations Location: LA QUINTA, CA, , Project Name: STONE CREEK RANCH Drawing Name: STONE CREEK PLAN 1 D1 Calculation Date: 6/20/2022 for Design Remote Area Location: Residential Area of Application: 512.00ft² (Actual 183.28ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 2 GREAT ROOM 1 - 16' X 16' SPACINGRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 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 (including Hose Streams where applicable):Total Water Required 65.777@26.00From Water Supply at Node 1:(Safety Margin = 12.161) Type of System: 13D WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Source:COACHELLA VALLEY WATER DISTRICT Location:58TH AVE & STONE CREEK WAY 09/10/2021Date:for Node:1 Name of Contractor:ON GUARD FIRE PROTECTION LA QUINTAAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 702-966-8021 MAXWELL FULLMER Right: 67.481Left: 69.673Automatic peaking results Notes: 6/20/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.18.0 7:49:57AM1 - 16' X 16' SPACING Hydraulic Summary Report Description: Residential (1 - 16' X 16' SPACING) Job Number: 212024 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 77.938 65.777 12.161850.0076.95077.940 26.00Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 26.00 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 23.83gal Residential 0.050gpm/ft² 256.00ft² 512.00ft² (Actual 183.28ft²) 2 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 69.673 Right: 67.481 Volume capacity of Dry PipesVolume capacity of Wet Pipes 6.86 between nodes 3 and 500 Maximum Velocity Under Ground 13.91 between nodes 150 and 152 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System TRACT - 30834 Job Site/Building LA QUINTALA QUINTA, CA AHJ 950378STONE CREEK RANCH Job State Certification/License NumberJob Name: MAXWELL FULLMER212024 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 702-966-8021 FAX 702-987-1174 E-mail BOBBY@ONGUARDFP.COM Web-Site BOBBY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name STONE CREEK PLAN 1 D1 System Flow Demand 26.00 Remote Area(s) Address 3 6/20/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.18.0 7:51:02AM Hydraulic Graph Water Supply Node: 1 Job Name: STONE CREEK RANCH Remote Area Number: 1 - 16' X 16' SPACING Date: 6/20/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.6/20/2022 Page 1AutoSPRINK 2020 v16.3.18.0 7:50:09AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1 - 16' X 16' SPACING) Job Number: 212024 Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 102 13.00 13.00 4.9 7.043 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.6/20/2022 Page 1AutoSPRINK 2020 v16.3.18.0 7:50:19AM Job Name: STONE CREEK RANCH Remote Area Number: 1 - 16' X 16' SPACING Date: 6/20/2022 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 76.9501 65.77726.00850.00 77.93877.940Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'26.0065.777Supply1 12'-1 13.007.039Sprinkler101 12'-1 13.007.043Sprinkler102 -2'48.5922 -2'41.5493 2'-7 33.407Supply4 10'-7 26.021150 10'-7 20.979152 10'-7 16.716154 12'-7 7.748156 12'-7 7.753158 10'-7 17.080162 1'-9 36.085500 © M.E.P.CAD, Inc.6/20/2022 Page 1AutoSPRINK 2020 v16.3.18.0 7:50:30AM Date: 6/20/2022 Job Name: STONE CREEK RANCH Remote Area Number: 1 - 16' X 16' 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' 12'-7 9'-10 -0.217 0.926 12'-1 2'-10101 156 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 7.03913.00 0.094407 Sprinkler, 13.00 4.9 E(4'), T(3') 150 1' 12'-7 14'-10 0.004 12'-7 13'-10156 158 ¾(See Notes) 0.8740 7.748 0.0002990.58 Tr(1') 150 31' 10'-7 82'-8 0.867 8.460 12'-7 51'-8158 162 ¾(See Notes) 0.8740 7.75313.00 0.102384 Flow (q) from Route 2 13.58 5E(4'), 5Tr(1'), 2T(3') 150 9' 10'-7 27'-11 3.900 10'-7 18'-11162 152 ¾(See Notes) 0.8740 17.0802.49 0.139769 Flow (q) from Route 4 16.07 3T(3') 150 9' 10'-7 14'-10 5.041 10'-7 5'-10152 150 ¾(See Notes) 0.8740 20.9799.93 0.340426 Flow (q) from Route 3 26.00 Tr(1'), 2E(4') 150 23' 2'-7 35'-5 3.475 3.912 10'-7 12'-5150 4 1 (See Notes) 1.1010 26.021 0.11058126.00 3E(5'), f(-0.000), 2Tr(1'), sCV(5 '), cplg(1'), BASE OF RISER 150 1'-9 10" 0.363 2.315 2'-7 10"4 500 1 (See Notes) 1.0250 33.407 0.15666026.00 BalV(-2.183) 150 8' -2'63' 1.620 3.844 1'-9 55'500 3 1½(See Notes) 1.2440 36.085 0.06101126.00 2E(4') 150 -2'1'7.043 -2'1'3 2 1 (See Notes) 0.9950 41.549 0.18104426.00 WMV(-6.860) 150 7' 0'87' -0.867 18.052 -2'80'2 1 1 (See Notes) 0.9950 48.592 0.18104426.00 AngV(-2.244), T(7'), BalV(-0.05 6), S 150 1 0.00 Hose Allowance At Source 26.00 Route 1Total(Pt) 65.777 © M.E.P.CAD, Inc.6/20/2022 Page 1AutoSPRINK 2020 v16.3.18.0 7:50:39AM1 - 16' X 16' SPACING Date: 6/20/2022 Job Name: STONE CREEK RANCH Remote Area Number: 1 - 16' X 16' 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' 12'-7 9'-10 -0.217 0.927 12'-1 2'-10102 158 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 7.04313.00 0.094456 Sprinkler, 13.00 4.9 E(4'), T(3') 150 7.753 Total(Pt)Route 2 16' 10'-7 74'-4 4.264 10'-7 58'-4154 152 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 16.71612.42 0.057378 Flow (q) from Route 5 9.93 2T(3'), 6Tr(1'), E(4') 150 20.979 Total(Pt)Route 3 31' 10'-7 82'-1 0.364 10'-7 51'-1154 162 ¾• • • • • Route 4 • • • • •(See Notes) 0.8740 16.71612.42 0.004434 T(3'), Flow (q) from Route 5 2.49 4E(4'), 2EE(1'), 7Tr(1'), T(3') 150 17.080 Total(Pt)Route 4 37' 10'-7 93'-4 0.867 8.100 12'-7 56'-4156 154 ¾• • • • • Route 5 • • • • •(See Notes) 0.8740 7.7480.58 0.086775 Flow (q) from Route 1 12.42 5E(4'), 4T(3'), 5Tr(1') 150 16.716 Total(Pt)Route 5 © M.E.P.CAD, Inc.6/20/2022 Page 2AutoSPRINK 2020 v16.3.18.0 7:50:39AM1 - 16' X 16' SPACING Date: 6/20/2022 Job Name: STONE CREEK RANCH Remote Area Number: 1 - 16' X 16' 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.6/20/2022 Page 3AutoSPRINK 2020 v16.3.18.0 7:50:39AM1 - 16' X 16' SPACING Hydraulic Calculations Location: LA QUINTA, CA, , Project Name: STONE CREEK RANCH Drawing Name: STONE CREEK PLAN 1 D1 Calculation Date: 6/20/2022 for Design Remote Area Location: Residential Area of Application: 400.00ft² (Actual 178.58ft²) Coverage per Sprinkler: 400.00ft² Type of sprinklers calculated: 1 BEDROOM 2 2- 20' X 20' SPACINGRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 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 (including Hose Streams where applicable):Total Water Required 57.440@21.02From Water Supply at Node 1:(Safety Margin = 20.499) Type of System: 13D WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Source:COACHELLA VALLEY WATER DISTRICT Location:58TH AVE & STONE CREEK WAY 09/10/2021Date:for Node:1 Name of Contractor:ON GUARD FIRE PROTECTION LA QUINTAAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 702-966-8021 MAXWELL FULLMER N/A N/A Right:Left:Automatic peaking results Notes: 6/20/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.18.0 7:51:36AM2- 20' X 20' SPACING Hydraulic Summary Report Description: Residential (2- 20' X 20' SPACING) Job Number: 212024 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 77.939 57.440 20.499850.0076.95077.940 21.02Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 21.02 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 23.83gal Residential 0.050gpm/ft² 400.00ft² 400.00ft² (Actual 178.58ft²) 1 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density 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 5.55 between nodes 3 and 500 Maximum Velocity Under Ground 11.24 between nodes 150 and 152 Maximum Velocity Above Ground 4.9 K-Factor 21.02 at 18.400 Most Demanding Sprinkler Data System TRACT - 30834 Job Site/Building LA QUINTALA QUINTA, CA AHJ 950378STONE CREEK RANCH Job State Certification/License NumberJob Name: MAXWELL FULLMER212024 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 702-966-8021 FAX 702-987-1174 E-mail BOBBY@ONGUARDFP.COM Web-Site BOBBY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name STONE CREEK PLAN 1 D1 System Flow Demand 21.02 Remote Area(s) Address 3 6/20/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.18.0 7:51:16AM Hydraulic Graph Water Supply Node: 1 Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' X 20' SPACING Date: 6/20/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.6/20/2022 Page 1AutoSPRINK 2020 v16.3.18.0 7:51:44AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (2- 20' X 20' SPACING) Job Number: 212024 Sprinkler 201 21.02 21.02 4.9 18.400 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.6/20/2022 Page 1AutoSPRINK 2020 v16.3.18.0 7:51:53AM Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' X 20' SPACING Date: 6/20/2022 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 76.9501 57.44021.02850.00 77.93977.940Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'21.0257.440Supply1 10'-1 21.0218.400Sprinkler201 -2'46.0542 -2'41.5083 2'-7 35.323Supply4 10'-7 29.209150 10'-7 25.808152 10'-7 23.141154 10'-7 18.987160 10'-7 23.056162 1'-9 37.295500 © M.E.P.CAD, Inc.6/20/2022 Page 1AutoSPRINK 2020 v16.3.18.0 7:52:06AM Date: 6/20/2022 Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' X 20' 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' 10'-7 3'-6 -0.217 0.804 10'-1 6"201 160 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 18.40021.02 0.229630 Sprinkler, 21.02 4.9 T(3') 150 14' 10'-7 35'-6 4.070 10'-7 21'-6160 162 ¾(See Notes) 0.8740 18.987 0.11473014.44 2E(4'), 3Tr(1'), T(3') 150 9' 10'-7 27'-11 2.752 10'-7 18'-11162 152 ¾(See Notes) 0.8740 23.056 0.09863013.31 3T(3') 150 9' 10'-7 14'-10 3.400 10'-7 5'-10152 150 ¾(See Notes) 0.8740 25.8087.71 0.229630 Flow (q) from Route 2 21.02 Tr(1'), 2E(4') 150 23' 2'-7 35'-5 3.475 2.639 10'-7 12'-5150 4 1 (See Notes) 1.1010 29.209 0.07459121.02 3E(5'), f(-0.000), 2Tr(1'), sCV(5 '), cplg(1'), BASE OF RISER 150 1'-9 10" 0.363 1.609 2'-7 10"4 500 1 (See Notes) 1.0250 35.323 0.10567321.02 BalV(-2.183) 150 8' -2'63' 1.620 2.593 1'-9 55'500 3 1½(See Notes) 1.2440 37.295 0.04115421.02 2E(4') 150 -2'1'4.546 -2'1'3 2 1 (See Notes) 0.9950 41.508 0.12212121.02 WMV(-6.860) 150 7' 0'87' -0.867 12.253 -2'80'2 1 1 (See Notes) 0.9950 46.054 0.12212121.02 AngV(-2.244), T(7'), BalV(-0.05 6), S 150 1 0.00 Hose Allowance At Source 21.02 Route 1Total(Pt) 57.440 16' 10'-7 74'-4 2.667 10'-7 58'-4154 152 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 23.1411.13 + 6.57 0.035892 Flow (q) from Route 3 and 4 7.71 2T(3'), 6Tr(1'), E(4') 150 © M.E.P.CAD, Inc.6/20/2022 Page 1AutoSPRINK 2020 v16.3.18.0 7:52:54AM2- 20' X 20' SPACING Date: 6/20/2022 Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' X 20' 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 25.808 Total(Pt)Route 2 31' 10'-7 82'-1 0.085 10'-7 51'-1162 154 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 23.056 0.001035 T(3') 1.13 7Tr(1'), 4E(4'), 2EE(1'), T(3') 150 23.141 Total(Pt)Route 3 55' 10'-7 155'-4 4.154 10'-7 100'-4160 154 ¾• • • • • Route 4 • • • • •(See Notes) 0.8740 18.98714.44 0.026741 Flow (q) from Route 1 6.57 5T(3'), 8Tr(1'), 8E(4') 150 23.141 Total(Pt)Route 4 © M.E.P.CAD, Inc.6/20/2022 Page 2AutoSPRINK 2020 v16.3.18.0 7:52:54AM2- 20' X 20' SPACING Date: 6/20/2022 Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' X 20' 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.6/20/2022 Page 3AutoSPRINK 2020 v16.3.18.0 7:52:53AM2- 20' X 20' SPACING Hydraulic Calculations Location: LA QUINTA, CA, , Project Name: STONE CREEK RANCH Drawing Name: STONE CREEK PLAN 1 D1 Calculation Date: 6/20/2022 for Design Remote Area Location: Residential Area of Application: 512.00ft² (Actual 183.39ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 2 GREAT ROOM 3 - 16'x 16' SPACINGRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 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 68.980@31.00From Water Supply at Node 1:(Safety Margin = 8.958) Type of System: 13d Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Source:COACHELLA VALLEY WATER DISTRICT Location:58TH AVE & STONE CREEK WAY 09/10/2021Date:for Node:1 Name of Contractor:ON GUARD FIRE PROTECTION LA QUINTAAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 702-966-8021 MAXWELL FULLMER Right: 70.491Left: 72.466Automatic peaking results Notes: 6/20/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.18.0 8:48:33AM3 - 16'x 16' SPACING Hydraulic Summary Report Description: Residential (3 - 16'x 16' SPACING) Job Number: 212024 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 77.938 68.980 8.958850.0076.95077.940 31.00Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 31.00 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 23.83gal Residential 0.050gpm/ft² 256.00ft² 512.00ft² (Actual 183.39ft²) 2 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 72.466 Right: 70.491 Volume capacity of Dry PipesVolume capacity of Wet Pipes 8.18 between nodes 3 and 500 Maximum Velocity Under Ground 13.91 between nodes 150 and 152 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System TRACT - 30834 Job Site/Building LA QUINTALA QUINTA, CA AHJ 950378STONE CREEK RANCH Job State Certification/License NumberJob Name: MAXWELL FULLMER212024 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 702-966-8021 FAX 702-987-1174 E-mail BOBBY@ONGUARDFP.COM Web-Site BOBBY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name STONE CREEK PLAN 1 D1 System Flow Demand 31.00 Remote Area(s) Address 3 6/20/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.18.0 8:49:48AM Hydraulic Graph Water Supply Node: 1 Job Name: STONE CREEK RANCH Remote Area Number: 3 - 16'x 16' SPACING Date: 6/20/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.6/20/2022 Page 1AutoSPRINK 2020 v16.3.18.0 8:48:59AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (3 - 16'x 16' SPACING) Job Number: 212024 Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 102 13.00 13.00 4.9 7.043 Hose 500 5.00 5.00 0 34.959 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.6/20/2022 Page 1AutoSPRINK 2020 v16.3.18.0 8:49:09AM Job Name: STONE CREEK RANCH Remote Area Number: 3 - 16'x 16' SPACING Date: 6/20/2022 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 76.9501 68.98031.00850.00 77.93877.940Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'31.0068.980Supply1 12'-1 13.007.039Sprinkler101 12'-1 13.007.043Sprinkler102 1'-9 5.0034.959500 -2'44.4232 -2'41.9013 2'-7 33.407Supply4 10'-7 26.021150 10'-7 20.979152 10'-7 16.716154 12'-7 7.748156 12'-7 7.753158 10'-7 17.080162 © M.E.P.CAD, Inc.6/20/2022 Page 1AutoSPRINK 2020 v16.3.18.0 8:49:21AM Date: 6/20/2022 Job Name: STONE CREEK RANCH Remote Area Number: 3 - 16'x 16' 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' 12'-7 9'-10 -0.217 0.926 12'-1 2'-10101 156 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 7.03913.00 0.094407 Sprinkler, 13.00 4.9 E(4'), T(3') 150 1' 12'-7 14'-10 0.004 12'-7 13'-10156 158 ¾(See Notes) 0.8740 7.748 0.0002990.58 Tr(1') 150 31' 10'-7 82'-8 0.867 8.460 12'-7 51'-8158 162 ¾(See Notes) 0.8740 7.75313.00 0.102384 Flow (q) from Route 2 13.58 5E(4'), 5Tr(1'), 2T(3') 150 9' 10'-7 27'-11 3.900 10'-7 18'-11162 152 ¾(See Notes) 0.8740 17.0802.49 0.139769 Flow (q) from Route 4 16.07 3T(3') 150 9' 10'-7 14'-10 5.041 10'-7 5'-10152 150 ¾(See Notes) 0.8740 20.9799.93 0.340426 Flow (q) from Route 3 26.00 Tr(1'), 2E(4') 150 23' 2'-7 35'-5 3.475 3.912 10'-7 12'-5150 4 1 (See Notes) 1.1010 26.021 0.11058126.00 3E(5'), f(-0.000), 2Tr(1'), sCV(5 '), cplg(1'), BASE OF RISER 150 6'-9 1'-9 7'-7 0.363 1.188 2'-7 10"4 500 1 (See Notes) 1.0250 33.407 0.15666026.00 T(6'-9) 150 8' -2'63' 1.620 5.322 1'-9 55'500 3 1½(See Notes) 1.2440 34.9595.00 0.08447131.00 2E(4') 150 -2'1'2.522 -2'1'3 2 1 (See Notes) 0.9950 41.901 0.25066031.00 WMV(-1.615) 150 7' 0'87' -0.867 25.424 -2'80'2 1 1 (See Notes) 0.9950 44.423 0.25066031.00 AngV(-2.249), T(7'), BalV(-0.05 6), S 150 1 0.00 Hose Allowance At Source 31.00 Route 1Total(Pt) 68.980 © M.E.P.CAD, Inc.6/20/2022 Page 1AutoSPRINK 2020 v16.3.18.0 8:49:35AM3 - 16'x 16' SPACING Date: 6/20/2022 Job Name: STONE CREEK RANCH Remote Area Number: 3 - 16'x 16' 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' 12'-7 9'-10 -0.217 0.927 12'-1 2'-10102 158 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 7.04313.00 0.094456 Sprinkler, 13.00 4.9 E(4'), T(3') 150 7.753 Total(Pt)Route 2 16' 10'-7 74'-4 4.264 10'-7 58'-4154 152 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 16.71612.42 0.057378 Flow (q) from Route 5 9.93 2T(3'), 6Tr(1'), E(4') 150 20.979 Total(Pt)Route 3 31' 10'-7 82'-1 0.364 10'-7 51'-1154 162 ¾• • • • • Route 4 • • • • •(See Notes) 0.8740 16.71612.42 0.004434 T(3'), Flow (q) from Route 5 2.49 4E(4'), 2EE(1'), 7Tr(1'), T(3') 150 17.080 Total(Pt)Route 4 37' 10'-7 93'-4 0.867 8.100 12'-7 56'-4156 154 ¾• • • • • Route 5 • • • • •(See Notes) 0.8740 7.7480.58 0.086775 Flow (q) from Route 1 12.42 5E(4'), 4T(3'), 5Tr(1') 150 16.716 Total(Pt)Route 5 © M.E.P.CAD, Inc.6/20/2022 Page 2AutoSPRINK 2020 v16.3.18.0 8:49:35AM3 - 16'x 16' SPACING Date: 6/20/2022 Job Name: STONE CREEK RANCH Remote Area Number: 3 - 16'x 16' 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.6/20/2022 Page 3AutoSPRINK 2020 v16.3.18.0 8:49:34AM3 - 16'x 16' SPACING