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FSS2019-0003
ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JACK LIMA 5/23/2019 5/23/2019 PERMIT APPROVED BY EDGAR. MR. JOSE GARCIA CAME IN REQUESTING JOB CARD. I CHANGED STATUS TO ISSUED AND PRINTED FIRE JOB CARD. NOTE KAYLI ALFORD 3/25/2020 3/25/2020 RECEIVED INSPECTION REQUEST FROM CONTRACTOR. INFORMED THEM THAT THE PERMIT IS EXPIRED AND WILL REQUIRE APPROVAL FROM FSS KOHL HETRICK, $40.25 EXTENSION FEE, AND EXTENSION REQUEST LETTER PRIOR TO SCHEDULING. OK TO EXTEND PER KOHL. LETTER RECEIVED, SEE ATTACHMENTS. FEE PAID, EXTENDED BY 6 MOS. CONDITIONS Description: DESIGN & INSTALL AUTOMATIC FIRE SPKRS IN A NEW RESIDENCE Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 1/16/2019 EPRS Parcel No: 773044009 Site Address: 51340 AVENIDA DIAZ LA QUINTA,CA 92253 Approved: 2/4/2019 EGO Subdivision: SANTA CARMELITA VALE LA QUINTA UNIT 4 Block: 48 Lot: 17 Issued: 5/23/2019 JLIM Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 3/31/2020 KHET Valuation: $12,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Tuesday, February 14, 2023 10:50:38 AM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0003 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT JOHN PAULUS 72120 NORTHSHORE ST. STE "C" THOUSAND PALMS CA 92276 (760)404-1350 jpaulus@shastafire.co m BILL TO SHASTA FIRE PROTECTION, INC.72120 NORTHSHORE ST. STE. "C" THOUSAND PALMS CA 92276 (760)404-1350 jpaulus@shastafire.co m CONTRACTOR SHASTA FIRE PROTECTION INC 72120 NORTHSHORE ST #C THOUSAND PALMS CA 92276 (760)404-1350 JSTAHL@SHASTAFIRE.C OM OWNER CARY GRANGER 51340 AVENIDA DIAZ LA QUINTA CA 92253 (760)404-1350 info@shastafire.com FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY Credit Card Fee 101-0000-43505 0 $7.47 $7.47 1/16/19 WEB3271 CREDIT John Paulus EPRS Total Paid for Credit Card Fee: $7.47 $7.47 FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $160.00 $160.00 1/16/19 WEB3271 CREDIT John Paulus EPRS FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $240.00 $240.00 1/16/19 WEB3271 CREDIT John Paulus EPRS FIRE STAFF - PER HOUR 101-0000-42420 0.25 $40.25 $40.25 3/25/20 WEB4751 CREDIT SHASTA FIRE PROTECTION INC ECON Total Paid for FIRE FEES: $440.25 $440.25 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 1/16/19 WEB3271 CREDIT John Paulus EPRS Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 1/16/19 WEB3271 CREDIT John Paulus EPRS Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$462.72 $462.72 Printed: Tuesday, February 14, 2023 10:50:38 AM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0003 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/4/2019 EDGAR GONZALEZ GRANGER_FIRE_SPRINK LER_SYSTEM_PLAN - AHJ APPROVED SET OF PLANS.pdf GRANGER_FIRE_SPRINK LER_SYSTEM_PLAN - AHJ APPROVED SET OF PLANS.pdf 1 DOC 2/4/2019 EDGAR GONZALEZ FSS2019-0003 - GRANGER RESIDENCE - 51-340 AVENDIA DIAZ - FIRE SPRINKLER (COA).docx FSS2019-0003 - GRANGER RESIDENCE - 51-340 AVENDIA DIAZ - FIRE SPRINKLER (COA).docx 1 BOND INFORMATION INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING EGO 7/3/2019 7/10/2019 APPROVED OVERHEAD HYRO EGO 7/3/2019 7/10/2019 FIRE FINAL**KHET 3/31/2020 3/31/2020 APPROVED OBSERVED 90 PSI STATIC AND 25 PSI RESIDUAL ON MAIN DRAIN TEST. THIS WAS THE BARE MINIMUM REQUIRED. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH (1 DAY) PERMIT TECH BUCKET 1/16/2019 1/17/2019 1/17/2019 COMPLETE 1ST FIRE (2 WK)EDGAR GONZALEZ 1/16/2019 1/30/2019 2/4/2019 APPROVED- CONDITIONS SEE ATTACHMENTS FOR LETTER OF CONDITIONS. PARENT PROJECTS Printed: Tuesday, February 14, 2023 10:50:38 AM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0003 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/16/2019 EtrakitPublicReg 1ST SUBMITTAL HYDRAULIC CALCS GRANGER_FIRE_SPRINK LER_SYSTEM_CALCULAT IONS.PDF 1 DOC 1/16/2019 EtrakitPublicReg 1ST SUBMITTAL SITE PLAN GRANGER_FIRE_SPRINK LER_SYSTEM_PLAN.PDF 1 DOC 1/16/2019 EtrakitPublicReg 1ST SUBMITTAL RESIDENTIAL CONNECTION RCCE FORM .pdf 1 DOC 1/16/2019 EtrakitPublicReg 1ST SUBMITTAL SPRINKLER HEAD DATA [1] VIKING FREEDOM RES CONC SSP K4.9 VK494.pdf 1 DOC 1/16/2019 EtrakitPublicReg 1ST SUBMITTAL SPRINKLER HEAD DATA [2] VIKING MIRAGE QR CONC SSP K4.2 VK465.pdf 1 DOC 1/4/2022 JULIA AGGREH Fire Review Application 10 29 2020.pdf Fire Review Application 10 29 2020.pdf 0 DOC 1/4/2022 JULIA AGGREH Kitchen Suppression System Adjustment Plan Review Ltr. 11 12 2019.pdf Kitchen Suppression System Adjustment Plan Review Ltr. 11 12 2019.pdf 0 DOC 1/4/2022 JULIA AGGREH FSS2019-0003 PLAN 1st with notes 2.pdf FSS2019-0003 PLAN 1st with notes 2.pdf 0 DOC 1/4/2022 JULIA AGGREH FSS2019-0003 PLAN 1st with notes.pdf FSS2019-0003 PLAN 1st with notes.pdf 0 DOC 3/25/2020 KAYLI ALFORD Extension Request - FSS2019-0003.pdf Extension Request - FSS2019-0003.pdf 0 Printed: Tuesday, February 14, 2023 10:50:38 AM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0003 Hydraulic Calculations Location: 51-340 AVENIDA DIAZ, , LA QUINTA, CA 92253 Project Name: GRANGER RESIDENCE Drawing Name: granger_fire.cad Calculation Date: 11/28/2018 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 327ft² (Actual 327.3ft²) Coverage per Sprinkler: 324ft² Type of sprinklers calculated: 2 MASTER BEDROOM 13D 01Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Pressure:0.05gpm/ft² Pendent 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 66.1@34.57From Water Supply at Node 1:(Safety Margin = 15.9 psi) Type of System: WET Volume of Dry or PreAction System:N/A Water Supply Information: Source:CCWD Location:PROJECT SITE Date:for Node:1 Name of Contractor:SHASTA FIRE PROTECTION, INC Authority Having Jurisdiction: Address: Phone Number: Name of designer: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA 760-404-1350 TRAVIS MACK, SET N/A N/A Right:Left:Automatic peaking results Notes: 11/28/2018© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.0.0.0 12:21:33PM01 Hydraulic Graph Water Supply Node: 1 Job Name: GRANGER RESIDENCE Remote Area Number: 01 Date: 11/28/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/28/2018 Page 2AutoSPRINK 2019 v15.0.0.0 12:21:35PM Hydraulic Graph BOR Job Name: GRANGER RESIDENCE Remote Area Number: 01 Date: 11/28/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/28/2018 Page 3AutoSPRINK 2019 v15.0.0.0 12:21:35PM Hydraulic Graph METER Job Name: GRANGER RESIDENCE Remote Area Number: 01 Date: 11/28/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/28/2018 Page 4AutoSPRINK 2019 v15.0.0.0 12:21:35PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (01) Job Number: 18-259 Sprinkler 120 17.00 17.00 4.9 12.0 Sprinkler 121 17.57 17.00 4.9 12.9 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.11/28/2018 Page 5AutoSPRINK 2019 v15.0.0.0 12:21:37PM Job Name: GRANGER RESIDENCE Remote Area Number: 01 Date: 11/28/2018 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 82.01 66.134.5750.00 82.082.0Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"34.5766.1Supply1 9'-1"17.0012.0Sprinkler120 9'-1"17.5712.9Sprinkler121 -3'-0"28.92 2'-0"25.0Gauge6 -3'-0"46.48 9'-6"15.437 9'-6"15.538 9'-6"13.840 9'-6"13.942 9'-6"16.573 © M.E.P.CAD, Inc.11/28/2018 Page 6AutoSPRINK 2019 v15.0.0.0 12:21:39PM Date: 11/28/2018 Job Name: GRANGER RESIDENCE Remote Area Number: 01 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'-8" 9'-6"39'-0½" -0.2 2.0 9'-1"10'-4½"120 40 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 12.017.00 0.050373 Sprinkler, 17.00 4.9 2E(9'-6½"), T(9'-6½") 150 49'-2" 9'-6"55'-9½"0.1 9'-6"6'-7½"40 42 1¼(See Notes) 1.3940 13.8 0.001544 T(9'-6") 4.81 4E(9'-6"), Tr(1'-7") 150 38'-1" 9'-6"96'-2½"2.6 9'-6"58'-1½"42 73 1¼(See Notes) 1.3940 13.917.57 0.026540 Flow (q) from Route 2 22.38 6Tr(1'-7"), 2T(9'-6"), E(9'-6") 150 46'-0" 2'-0"88'-10" 3.3 5.3 9'-6"42'-10"73 6 1¼(See Notes) 1.3940 16.55.39 0.059338 Flow (q) from Route 3 34.57 5Tr(1'-7"), 3E(9'-6"), sCV, T(9'- 6"), BOR 150 10'-6" -3'-0"16'-8½" 2.2 1.7 2'-0"6'-3"6 2 1¼(See Notes) 1.2450 25.0 0.10290034.57 2E(2'-9"), BalV(5'-0") 150 9'-6½" -3'-0"61'-6½"17.5 -3'-0"52'-0"2 8 1 (See Notes) 1.1010 28.9 0.18723534.57 E(9'-6½"), METER, WMV(-6.0) 150 -3'-0"15'-6"19.7 -3'-0"15'-6"8 1 ¾(See Notes) 0.7430 46.4 1.27108734.57 Water Supply 150 1 0.00 Hose Allowance At Source 34.57 Route 1Total(Pt) 66.1 19'-1½" 9'-6"23'-1" -0.2 1.2 9'-1"4'-0"121 42 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 12.917.57 0.053524 Sprinkler, 17.57 4.9 E(9'-6½"), T(9'-6½") 150 13.9 Total(Pt)Route 2 1'-11" 9'-6"3'-0"0.1 9'-6"1'-1½"37 38 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 15.45.39 0.027230 Flow (q) from Route 4 12.19 Tr(1'-11") 150 © M.E.P.CAD, Inc.11/28/2018 Page 7AutoSPRINK 2019 v15.0.0.0 12:21:41PM01 Date: 11/28/2018 Job Name: GRANGER RESIDENCE Remote Area Number: 01 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 68'-2½" 9'-6"110'-1½"1.0 9'-6"41'-11"38 73 1¼(See Notes) 1.3940 15.5 0.00863012.19 7Tr(1'-7"), 4E(9'-6"), 2T(9'-6") 150 16.5 Total(Pt)Route 3 88'-10" 9'-6"186'-2½"1.6 9'-6"97'-5"40 37 1¼• • • • • Route 4 • • • • •(See Notes) 1.3940 13.84.81 0.008630 Flow (q) from Route 1 12.19 T(9'-6"), 8Tr(1'-7"), 7E(9'-6") 150 15.4 Total(Pt)Route 4 © M.E.P.CAD, Inc.11/28/2018 Page 8AutoSPRINK 2019 v15.0.0.0 12:21:41PM01 Date: 11/28/2018 Job Name: GRANGER RESIDENCE Remote Area Number: 01 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.11/28/2018 Page 9AutoSPRINK 2019 v15.0.0.0 12:21:41PM01 Hydraulic Calculations Location: 51-340 AVENIDA DIAZ, , LA QUINTA, CA 92253 Project Name: GRANGER RESIDENCE Drawing Name: granger_fire.cad Calculation Date: 11/28/2018 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 172ft² (Actual 172ft²) Coverage per Sprinkler: 324ft² Type of sprinklers calculated: 2 LIVING RESIDENTIAL 13D 02Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Pressure:0.05gpm/ft² Pendent 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 66.0@34.47From Water Supply at Node 1:(Safety Margin = 16.0 psi) Type of System: WET Volume of Dry or PreAction System:N/A Water Supply Information: Source:CCWD Location:PROJECT SITE Date:for Node:1 Name of Contractor:SHASTA FIRE PROTECTION, INC Authority Having Jurisdiction: Address: Phone Number: Name of designer: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA 760-404-1350 TRAVIS MACK, SET N/A N/A Right:Left:Automatic peaking results Notes: 11/28/2018© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.0.0.0 12:21:44PM02 Hydraulic Graph Water Supply Node: 1 Job Name: GRANGER RESIDENCE Remote Area Number: 02 Date: 11/28/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/28/2018 Page 2AutoSPRINK 2019 v15.0.0.0 12:21:46PM Hydraulic Graph BOR Job Name: GRANGER RESIDENCE Remote Area Number: 02 Date: 11/28/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/28/2018 Page 3AutoSPRINK 2019 v15.0.0.0 12:21:46PM Hydraulic Graph METER Job Name: GRANGER RESIDENCE Remote Area Number: 02 Date: 11/28/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/28/2018 Page 4AutoSPRINK 2019 v15.0.0.0 12:21:46PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (02) Job Number: 18-259 Sprinkler 104 17.00 17.00 4.9 12.0 Sprinkler 113 17.47 17.00 4.9 12.7 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.11/28/2018 Page 5AutoSPRINK 2019 v15.0.0.0 12:21:47PM Job Name: GRANGER RESIDENCE Remote Area Number: 02 Date: 11/28/2018 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 82.01 66.034.4750.00 82.082.0Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"34.4766.0Supply1 10'-1"17.0012.0Sprinkler104 10'-1"17.4712.7Sprinkler113 -3'-0"29.02 2'-0"25.1Gauge6 -3'-0"46.48 10'-6"13.034 9'-6"16.437 9'-6"16.438 9'-6"15.852 9'-6"16.673 © M.E.P.CAD, Inc.11/28/2018 Page 6AutoSPRINK 2019 v15.0.0.0 12:21:50PM Date: 11/28/2018 Job Name: GRANGER RESIDENCE Remote Area Number: 02 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 11'-5½" 10'-6"23'-10½" -0.2 1.2 10'-1"12'-4½"104 34 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 12.017.00 0.050373 Sprinkler, 17.00 4.9 E(9'-6½"), Tr(1'-11") 150 28'-6½" 9'-6"38'-6" 0.4 2.3 10'-6"9'-11½"34 52 1¼(See Notes) 1.3940 13.017.47 0.059026 Flow (q) from Route 2 34.47 2E(9'-6"), T(9'-6") 150 3'-2" 9'-6"19'-4½"0.8 9'-6"16'-2½"52 73 1¼(See Notes) 1.3940 15.8 0.04310729.08 2Tr(1'-7") 150 46'-0" 2'-0"88'-10" 3.3 5.2 9'-6"42'-10"73 6 1¼(See Notes) 1.3940 16.65.39 0.059026 Flow (q) from Route 3 34.47 5Tr(1'-7"), 3E(9'-6"), sCV, T(9'- 6"), BOR 150 10'-6" -3'-0"16'-8½" 2.2 1.7 2'-0"6'-3"6 2 1¼(See Notes) 1.2450 25.1 0.10235934.47 2E(2'-9"), BalV(5'-0") 150 9'-6½" -3'-0"61'-6½"17.5 -3'-0"52'-0"2 8 1 (See Notes) 1.1010 29.0 0.18625034.47 E(9'-6½"), METER, WMV(-6.0) 150 -3'-0"15'-6"19.6 -3'-0"15'-6"8 1 ¾(See Notes) 0.7430 46.4 1.26440134.47 Water Supply 150 1 0.00 Hose Allowance At Source 34.47 Route 1Total(Pt) 66.0 9'-6½" 10'-6"10'-0" -0.2 0.5 10'-1"0'-5½"113 34 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 12.717.47 0.052971 Sprinkler, 17.47 4.9 T(9'-6½") 150 13.0 Total(Pt)Route 2 1'-11" 9'-6"3'-0"0.0 9'-6"1'-1½"37 38 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 16.45.39 0.006006 Flow (q) from Route 4 5.39 Tr(1'-11") 150 © M.E.P.CAD, Inc.11/28/2018 Page 7AutoSPRINK 2019 v15.0.0.0 12:21:52PM02 Date: 11/28/2018 Job Name: GRANGER RESIDENCE Remote Area Number: 02 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 68'-2½" 9'-6"110'-1½"0.2 9'-6"41'-11"38 73 1¼(See Notes) 1.3940 16.4 0.0019045.39 7Tr(1'-7"), 4E(9'-6"), 2T(9'-6") 150 16.6 Total(Pt)Route 3 172'-10½" 9'-6"318'-10½"0.6 9'-6"145'-11½"52 37 1¼• • • • • Route 4 • • • • •(See Notes) 1.3940 15.8 0.001904 T(9'-6") 5.39 12E(9'-6"), 3T(9'-6"), 13Tr(1'-7" ) 150 16.4 Total(Pt)Route 4 © M.E.P.CAD, Inc.11/28/2018 Page 8AutoSPRINK 2019 v15.0.0.0 12:21:52PM02 Date: 11/28/2018 Job Name: GRANGER RESIDENCE Remote Area Number: 02 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.11/28/2018 Page 9AutoSPRINK 2019 v15.0.0.0 12:21:51PM02 Hydraulic Calculations Location: 51-340 AVENIDA DIAZ, , LA QUINTA, CA 92253 Project Name: GRANGER RESIDENCE Drawing Name: granger_fire.cad Calculation Date: 11/28/2018 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 200ft² (Actual 208.2ft²) Coverage per Sprinkler: 120ft² Type of sprinklers calculated: 2 GARAGE RESIDENTIAL #3Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Pressure:0.10gpm/ft² Pendent 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 41.4@24.23From Water Supply at Node 1:(Safety Margin = 40.6 psi) Type of System: WET Volume of Dry or PreAction System:N/A Water Supply Information: Source:CCWD Location:PROJECT SITE Date:for Node:1 Name of Contractor:SHASTA FIRE PROTECTION, INC Authority Having Jurisdiction: Address: Phone Number: Name of designer: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA 760-404-1350 TRAVIS MACK, SET N/ALeft: 330.0 Right:Automatic peaking results Notes: 11/28/2018© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.0.0.0 12:21:55PM#3 Hydraulic Graph Water Supply Node: 1 Job Name: GRANGER RESIDENCE Remote Area Number: #3 Date: 11/28/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/28/2018 Page 2AutoSPRINK 2019 v15.0.0.0 12:21:56PM Hydraulic Graph BOR Job Name: GRANGER RESIDENCE Remote Area Number: #3 Date: 11/28/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/28/2018 Page 3AutoSPRINK 2019 v15.0.0.0 12:21:56PM Hydraulic Graph METER Job Name: GRANGER RESIDENCE Remote Area Number: #3 Date: 11/28/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/28/2018 Page 4AutoSPRINK 2019 v15.0.0.0 12:21:56PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (#3) Job Number: 18-259 Sprinkler 229 12.23 12.00 4.2 8.5 Sprinkler 230 12.00 12.00 4.2 8.2 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.11/28/2018 Page 5AutoSPRINK 2019 v15.0.0.0 12:21:58PM Job Name: GRANGER RESIDENCE Remote Area Number: #3 Date: 11/28/2018 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 82.01 41.424.2350.00 82.082.0Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"24.2341.4Supply1 9'-1"12.238.5Sprinkler229 9'-1"12.008.2Sprinkler230 -3'-0"19.22 2'-0"16.2Gauge6 -3'-0"31.28 9'-6"10.786 9'-6"8.688 © M.E.P.CAD, Inc.11/28/2018 Page 6AutoSPRINK 2019 v15.0.0.0 12:22:00PM Date: 11/28/2018 Job Name: GRANGER RESIDENCE Remote Area Number: #3 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 11'-5½" 9'-6"22'-2" -0.2 0.6 9'-1"10'-8½"230 88 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 8.212.00 0.026445 Sprinkler, 12.00 4.2 E(9'-6½"), Tr(1'-11") 150 11'-5½" 9'-6"22'-0"2.1 9'-6"10'-6"88 86 1 (See Notes) 1.1010 8.612.23 0.097016 Flow (q) from Route 2 24.23 Tr(1'-11"), T(9'-6½") 150 42'-10" 2'-0"72'-5" 3.3 2.2 9'-6"29'-7½"86 6 1¼(See Notes) 1.3940 10.7 0.03074624.23 3Tr(1'-7"), 3E(9'-6"), sCV, T(9'- 6"), BOR 150 10'-6" -3'-0"16'-8½" 2.2 0.9 2'-0"6'-3"6 2 1¼(See Notes) 1.2450 16.2 0.05331824.23 2E(2'-9"), BalV(5'-0") 150 9'-6½" -3'-0"61'-6½"12.0 -3'-0"52'-0"2 8 1 (See Notes) 1.1010 19.2 0.09701624.23 E(9'-6½"), METER, WMV(-6.0) 150 -3'-0"15'-6"10.2 -3'-0"15'-6"8 1 ¾(See Notes) 0.7430 31.2 0.65861824.23 Water Supply 150 1 0.00 Hose Allowance At Source 24.23 Route 1Total(Pt) 41.4 9'-6½" 9'-6"10'-0" -0.2 0.3 9'-1"0'-5½"229 88 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 8.512.23 0.027381 Sprinkler, 12.23 4.2 T(9'-6½") 150 8.6 Total(Pt)Route 2 © M.E.P.CAD, Inc.11/28/2018 Page 7AutoSPRINK 2019 v15.0.0.0 12:22:02PM#3 Date: 11/28/2018 Job Name: GRANGER RESIDENCE Remote Area Number: #3 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.11/28/2018 Page 8AutoSPRINK 2019 v15.0.0.0 12:22:02PM#3 1 Kayli Alford From:Linda Winesburg <lwinesburg@shastafire.com> Sent:Wednesday, March 25, 2020 11:59 AM To:Kayli Alford Subject:GRANGER FSS2019-0003 ** EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. ** Good afternoon – please extend the permit below – the owner had a delay on custom fixtures being manufactured and delivered. #FSS2019-0003 GRANGER 51349 AVENIDA DIAZ LA QUINTA Thank you L Linda J. Winesburg Shasta Fire Protection, Inc. 72120 Northshore Street #C Thousand Palms, CA 92276 760.404.1350 Office of the Fire Marshal City of La Quinta 78-495 Calle Tampico, La Quinta CA 92253 • Phone (760)777-7000 •Direct (760)777-7074 2/4/2019 John Paulus Shasta Fire Protection 72-120 Northshore St. Suite C Thousand Palms Re: Residential Fire Sprinkler Plan Review – Granger Residence FSS2019-0003 51-340 Avenida Diaz 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 72 hours in advance and may be arranged by calling (760)777-7131. SUBJECT TO FIELD INSPECTION - Nothing in our review shall be construed as encompassing structural integrity. Review of this plan does not authorize or approve any omission or deviation from all applicable regulations. Final approval is subject to field inspection. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Edgar Gonzalez Fire Safety Specialist