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FSS2019-0107
ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT SHASTA FIRE PROTECTION INC 72120 NORTHSHORE ST #C THOUSAND PALMS CA 92276 (760)404-1350 jpaulus@shastafire.co m CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE KAYLI ALFORD 4/20/2020 4/20/2020 CONTRACTOR REQUESTING AN INSPECTION, PERMIT IS EXPIRED AS OF 3/28/20. INFORMED THEM THEY WILL NEED TO PAY EXTENSION FEE & EXTENSION REQUEST LETTER. OK TO EXTEND PER KOHL. EXTENDED PERMIT TO 4/21 SO CONTRACTOR CAN PAY PERMIT EXTENSION FEE ONLINE. FEES PAID & LETTER RECEIVED BY CONTRACTOR. EXTENDED PERMIT BY 6 MOS. CONDITIONS Description: CANEDO / BRES2018-0311 / FIRE SPRINKLERS Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 7/18/2019 ECON Parcel No: 658300011 Site Address: 48750 AVENIDA EL NIDO LA QUINTA,CA 92253 Approved: 8/21/2019 KHET Subdivision: LA QUINTA GOLF ESTATES 1 Block: Lot: 84 Issued: 9/27/2019 ECON Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 4/23/2020 KHET Valuation: $5,500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Tuesday, February 14, 2023 12:05:48 PM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0107 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL BILL TO Shasta Fire Protection 72120 Northshore St. Ste. "C" Thousand Palms CA 92276 (760)404-1350 jstahl@shastafire.com CITY STAFF KOHL HETRICK CITY OF LQ STAFF (760)404-1350 KOHL.HETRICK@FIRE.C OM CONTRACTOR SHASTA FIRE PROTECTION INC 72120 NORTHSHORE ST #C Thousand Palms CA 92276 (760)404-1350 jpaulus@shastafire.co m OWNER DEBORAH CANEDO 31704 PEPPER TREE ST.WINCHESTER CA 09259 (760)404-1350 DEBBIE@FLAIRDB.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 7/18/19 WEB3908 CREDIT SHASTA FIRE PROTECTION INC ECON Credit Card Fee 101-0000-43505 0 $2.88 $2.88 9/27/19 WEB4115 CREDIT SHASTA FIRE PROTECTION INC ECON Total Paid for Credit Card Fee: $10.35 $10.35 FIRE PLAN REVISION SUBMITTALS 101-0000-42420 0 $160.00 $160.00 9/27/19 WEB4115 CREDIT SHASTA FIRE PROTECTION INC ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $160.00 $160.00 7/18/19 WEB3908 CREDIT SHASTA FIRE PROTECTION INC ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $240.00 $240.00 7/18/19 WEB3908 CREDIT SHASTA FIRE PROTECTION INC ECON FIRE STAFF - PER HOUR 101-0000-42420 0.25 $40.25 $40.25 4/20/20 WEB4908 CREDIT SHASTA FIRE PROTECTION INC ECON Total Paid for FIRE FEES: $600.25 $600.25 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 7/18/19 WEB3908 CREDIT SHASTA FIRE PROTECTION INC ECON Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 Printed: Tuesday, February 14, 2023 12:05:48 PM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0107 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING KHET 9/30/2019 9/30/2019 APPROVED OVERHEAD HYRO KHET 9/30/2019 9/30/2019 APPROVED FIRE FINAL**KHET 4/23/2020 4/23/2020 APPROVED REMOTE VIDEO INSPECTION Will send picture of head needing to be installed in new FAU Soffit in garage greater than 30-inches deep. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH (1 DAY) PERMIT TECH BUCKET 7/18/2019 7/19/2019 7/19/2019 COMPLETE 1ST FIRE (2 WK)KOHL HETRICK 7/18/2019 8/1/2019 8/5/2019 REVISIONS REQUIRED STAMPED PLAND, LETTER OF CORRECTIONS IN ATTACHMENTS STAMPED PLAND, LETTER OF CORRECTIONS IN ATTACHMENTS 2ND FIRE (1 WK)KOHL HETRICK 8/15/2019 8/22/2019 8/21/2019 APPROVED PLEASE SEE ATTACHMENTS FOR SECOND SUBMITTAL. PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 7/18/19 WEB3908 CREDIT SHASTA FIRE PROTECTION INC ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$625.60 $625.60 Printed: Tuesday, February 14, 2023 12:05:48 PM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0107 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/18/2019 EtrakitContractor 1ST SUBMITTAL RCCE FORM FROM CVWD CVWD_RCCE_071719.pd f 1 DOC 7/18/2019 EtrakitContractor 1ST SUBMITTAL MATERIAL SUBMITTAL VIKING FREEDOM RES CONC SSP K4.9 VK494.pdf 1 DOC 4/20/2020 KAYLI ALFORD 48750 Ave El Nido Extension Request.pdf 48750 Ave El Nido.pdf 0 DOC 8/5/2019 KOHL HETRICK FSS2019-0107 - 1ST SUBM - CORRECTIONS.pdf FSS2019-0107 - 1ST SUBM - CORRECTIONS.pdf 1 DOC 8/5/2019 KOHL HETRICK FSS2019-0107 - CANEDO RFSPK - CORRECTIONS.docx FSS2019-0107 - CANEDO RFSPK - CORRECTIONS.docx 1 DOC 8/21/2019 KOHL HETRICK FSS2019-0107 - 2ND SUBMITTAL - PLANS APPROVED.pdf FSS2019-0107 - 2ND SUBMITTAL - PLANS APPROVED.pdf 1 DOC 8/21/2019 KOHL HETRICK FSS2019-0107 - 2ND SUBMITTAL - HYD CALCS APPROVED.pdf FSS2019-0107 - 2ND SUBMITTAL - HYD CALCS APPROVED.pdf 1 DOC 8/21/2019 KOHL HETRICK FSS2019-0107 - LETTER OF CONDITIONS and JOB CARD.pdf FSS2019-0107 - LETTER OF CONDITIONS and JOB CARD.pdf 1 BOND INFORMATION 2ND FIRE (1 WK)KOHL HETRICK 8/15/2019 8/22/2019 8/21/2019 APPROVED APPROVED PLANS, HYD CALCS, LETTER OF CONDITIONS & JOB CARD ARE LOCATED IN ATTACHMENTS AND MARKED AS "VIEW IN ETRAKiT". 3RD FIRE (1 WK)KOHL HETRICK 9/6/2019 9/13/2019 9/12/2019 APPROVED RISER LOCATION CHANGED. REVISED CALCS AND PLANS PROVIDED. Printed: Tuesday, February 14, 2023 12:05:48 PM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0107 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 9/12/2019 KOHL HETRICK FSS2019-0107 - 3RD SUBMITTAL - HYD CALCS APPROVED.pdf FSS2019-0107 - 3RD SUBMITTAL - HYD CALCS APPROVED.pdf 1 DOC 9/12/2019 KOHL HETRICK FSS2019-0107 - 3RD SUBMITTAL - PLANS APPROVED.pdf FSS2019-0107 - 3RD SUBMITTAL - PLANS APPROVED.pdf 1 DOC 4/23/2020 KOHL HETRICK FSS2019-0107 - FINAL AS BUILTS.pdf FSS2019-0107 - FINAL AS BUILTS.pdf 1 Printed: Tuesday, February 14, 2023 12:05:48 PM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0107 Hydraulic Calculations Location: , , LA QUINTA, CA Project Name: GERBER RESIDENCE Drawing Name: GERBER RESIDENCE FIRE r2.cad Calculation Date: 9/5/2019 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 2ft² (Actual 300ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 2 GARAGE 13D 02Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.05gpm/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 HydrantType:17at Node: 5.00 HydrantType:17at Node: (including Hose Streams where applicable):Total Water Required 48.52@31.30From Water Supply at Node 1:(Safety Margin = 8.48 psi) Type of System: WET Volume of Dry or PreAction System:N/A Source:CCWD Location:JOB SITE Date:for Node:1 Name of Contractor:SHASTA FIRE PROTECTION, INC LOCAL FIRE DEPTAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA 760-404-1350 TRAVIS MACK, CFPS, CWBSP, SET N/A N/A Right:Left:Automatic peaking results Notes: 9/5/2019© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.15.0 5:12:02PM02 Hydraulic Graph Water Supply Node: 1 Job Name: GERBER RESIDENCE Remote Area Number: 02 Date: 9/5/2019 Summary Sheet N 1.85 © M.E.P.CAD, Inc.9/5/2019 Page 2AutoSPRINK 2019 v15.1.15.0 5:12:06PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (02) Job Number: 19-106 Hydrant 17 5.00 5.00 0 42.97 Sprinkler 126 13.30 13.00 4.9 7.37 Sprinkler 130 13.00 13.00 4.9 7.04 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.9/5/2019 Page 3AutoSPRINK 2019 v15.1.15.0 5:12:08PM Job Name: GERBER RESIDENCE Remote Area Number: 02 Date: 9/5/2019 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 57.001 48.5231.3044.00 57.0057.00Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"31.3048.52Supply1 1'-0"5.0042.97Hydrant17 12'-1"13.307.37Sprinkler126 12'-1"13.007.04Sprinkler130 1'-0"43.007 5'-0"39.43Gauge13 12'-6"7.5372 © M.E.P.CAD, Inc.9/5/2019 Page 4AutoSPRINK 2019 v15.1.15.0 5:12:11PM Date: 9/5/2019 Job Name: GERBER 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'-0" 12'-6"22'-1½" -0.19 0.68 12'-1"11'-1½"130 72 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 7.0413.00 0.030666 Sprinkler, 13.00 4.9 2E(5'-0"), Tr(1'-0") 150 105'-0" 5'-0"253'-8½" 3.25 28.65 12'-6"148'-8½"72 13 1 (See Notes) 1.1010 7.5313.30 0.112928 Flow (q) from Route 2 26.30 15E(5'-0"), 3T(5'-0"), 15Tr(1'-0" ), BOR, f(-0.00) 150 11'-0" 1'-0"16'-3" 1.73 1.84 5'-0"5'-3"13 7 1 (See Notes) 1.1010 39.43 0.11292826.30 Tr(1'-0"), sCV, E(5'-0"), T(5'-0") 150 9'-10½" -3'-0"47'-8½" 1.73 3.78 1'-0"37'-10"7 1 1¼(See Notes) 1.2650 43.005.00 0.079243 Flow (q) from Route 2 31.30 GV, 3E(2'-11½"), S, cplg(1'-0") 150 1 0.00 Hose Allowance At Source 31.30 Route 1Total(Pt) 48.52 10'-0" 12'-6"10'-11½" -0.19 0.35 12'-1"0'-11½"126 72 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 7.3713.30 0.031991 Sprinkler, 13.30 4.9 E(5'-0"), T(5'-0") 150 7.53 Total(Pt)Route 2 5'-0" 1'-0"5'-11½"0.03 1'-0"0'-11½"17 7 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 42.975.00 0.005236 Hydrant, 5.00 T(5'-0") 150 43.00 Total(Pt)Route 3 © M.E.P.CAD, Inc.9/5/2019 Page 5AutoSPRINK 2019 v15.1.15.0 5:12:15PM02 Date: 9/5/2019 Job Name: GERBER 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.9/5/2019 Page 6AutoSPRINK 2019 v15.1.15.0 5:12:14PM02 Hydraulic Calculations Location: , , LA QUINTA, CA Project Name: GERBER RESIDENCE Drawing Name: GERBER RESIDENCE FIRE r2.cad Calculation Date: 9/5/2019 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 2ft² (Actual 65.3ft²) Coverage per Sprinkler: 400ft² Type of sprinklers calculated: 1 MECH 13D 01Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.05gpm/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 HydrantType:17at Node: 5.00 HydrantType:17at Node: (including Hose Streams where applicable):Total Water Required 39.34@25.00From Water Supply at Node 1:(Safety Margin = 17.66 psi) Type of System: WET Volume of Dry or PreAction System:N/A Source:CCWD Location:JOB SITE Date:for Node:1 Name of Contractor:SHASTA FIRE PROTECTION, INC LOCAL FIRE DEPTAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA 760-404-1350 TRAVIS MACK, CFPS, CWBSP, SET N/A N/A Right:Left:Automatic peaking results Notes: 9/5/2019© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.15.0 5:12:20PM01 Hydraulic Graph Water Supply Node: 1 Job Name: GERBER RESIDENCE Remote Area Number: 01 Date: 9/5/2019 Summary Sheet N 1.85 © M.E.P.CAD, Inc.9/5/2019 Page 2AutoSPRINK 2019 v15.1.15.0 5:12:22PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (01) Job Number: 19-106 Hydrant 17 5.00 5.00 0 35.08 Sprinkler 116 20.00 20.00 4.9 16.66 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.9/5/2019 Page 3AutoSPRINK 2019 v15.1.15.0 5:12:24PM Job Name: GERBER RESIDENCE Remote Area Number: 01 Date: 9/5/2019 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 57.001 39.3425.0044.00 57.0057.00Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"25.0039.34Supply1 1'-0"5.0035.08Hydrant17 10'-1"20.0016.66Sprinkler116 1'-0"35.117 5'-0"32.27Gauge13 © M.E.P.CAD, Inc.9/5/2019 Page 4AutoSPRINK 2019 v15.1.15.0 5:12:28PM Date: 9/5/2019 Job Name: GERBER 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 88'-0" 5'-0"197'-1½" 2.19 13.41 10'-1"109'-1½"116 13 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 16.6620.00 0.068041 Sprinkler, 20.00 4.9 3T(5'-0"), 12E(5'-0"), 13Tr(1'-0" ), BOR, f(-0.00) 150 11'-0" 1'-0"16'-3" 1.73 1.11 5'-0"5'-3"13 7 1 (See Notes) 1.1010 32.27 0.06804120.00 Tr(1'-0"), sCV, E(5'-0"), T(5'-0") 150 9'-10½" -3'-0"47'-8½" 1.73 2.50 1'-0"37'-10"7 1 1¼(See Notes) 1.2650 35.115.00 0.052285 Flow (q) from Route 2 25.00 GV, 3E(2'-11½"), S, cplg(1'-0") 150 1 0.00 Hose Allowance At Source 25.00 Route 1Total(Pt) 39.34 5'-0" 1'-0"5'-11½"0.03 1'-0"0'-11½"17 7 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 35.085.00 0.005236 Hydrant, 5.00 T(5'-0") 150 35.11 Total(Pt)Route 2 © M.E.P.CAD, Inc.9/5/2019 Page 5AutoSPRINK 2019 v15.1.15.0 5:12:31PM01 Date: 9/5/2019 Job Name: GERBER 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.9/5/2019 Page 6AutoSPRINK 2019 v15.1.15.0 5:12:30PM01 1 Kayli Alford From:Linda Winesburg <lwinesburg@shastafire.com> Sent:Monday, April 20, 2020 10:22 AM To:Kayli Alford Subject:48750 Ave El Nido ** 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 morning Please extend Permit #FSS2019-0107 48750 Ave El Nido There was a delay on delivery of custom ordered items. Thank you LW Linda J. Winesburg Shasta Fire Protection, Inc. 72120 Northshore Street #C Thousand Palms, CA 92276 760.404.1350 Tota l: fficlnreqgic Water Dernand * t r-Qgfilqts.u e cvwn u5H5 W*RST CASE e$ftimtr$Se$ S1#5C: colleerion: $2,4151edu 1 **: Serviee C*nn*st$*n Pipe*SS-, &rteter St*B, &r$eter,, flheek tdafv* &' Shut *ff Va*we eVW& Systern Dat* OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org August 5, 2019 Shasta Fire Protection 72120 Northshore St #C Thousand Palms, CA 92276 Re: Residential Fire Sprinkler Plan Review – Canedo Residence FSS2019-0107 / 48750 Avenida El Nido, 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 REQUIRE CORRECTIONS. 1. Plans and hydraulic calculations do not correctly identify the Water Supply information provided by CVWD. 2. Explain the purpose of all heads to be intermediate temperature rated as per the Sprinkler Legend. 3. Confirm the location of the fire sprinkler riser and Node-51. 4. Hydraulic calculations do not account for the 5-gpm of domestic demand as part of the fire sprinkler demand. Show the 5-gpm inclusion, or provide alternative. 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 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org August 21, 2019 Shasta Fire Protection INC 72120 Northshore St #C Thousand Palms, CA 92276 Re: Residential Fire Sprinkler Plan Review – Canedo Residence FSS2019-0107 / 48750 Avenida El Nido, 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. 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 RIVERSIDE COUNTY 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: 48750 Avenida El Nido PERMIT#: FSS2019-0107 DATE ISSUED: 8/21/2019 DESCRIPTION: Canedo Residence – Fire Sprinkler CONTRACTOR: Shasta Fire Protection 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 Access & Address verification 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: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE** 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 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. (EX: Residential Fire Sprinkler Systems) 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 dur ing 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. For City of La Quinta inspections call: (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.