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FSS2022-0247ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT A F P SYSTEMS INC 19435 SOUTHWEST 129TH AVENUE TUALATIN OR 97062 (503)692-9284 permits@AFPSYS.COM CONTRACTOR A F P SYSTEMS INC 19435 SOUTHWEST 129TH AVENUE TUALATIN OR 97062 (503)692-9284 permits@AFPSYS.COM OWNER CLAUDENE CHARISE DUKE 6358 CAMINO MARINERO SAN CLEMENTE CA 92673 (503)692-9284 CONDITIONS Description: DECKER RESIDENCE Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: APPROVED Applied: 6/22/2022 ECON Parcel No: 773360008 Site Address: 77138 CASA DEL SOL LA QUINTA,CA 92253 Approved: 9/14/2022 AMA Subdivision: TR 28409 Block: Lot: 8 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $5,175.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Wednesday, March 13, 2024 12:23:32 PM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0247 BOND INFORMATION INSPECTIONS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 6/22/2022 7/7/2022 7/27/2022 REVISIONS REQUIRED SEE ATTACHMENTS 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 6/22/2022 6/23/2022 6/22/2022 COMPLETE 2ND FIRE (1 WK)REBECCA WINSCOTT 8/15/2022 8/22/2022 9/14/2022 APPROVED PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $167.00 $0.00 FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $0.00 Total Paid for FIRE FEES: $417.00 $0.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $0.00 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $0.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $0.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $0.00 TOTALS:$433.00 $0.00 Printed: Wednesday, March 13, 2024 12:23:32 PM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0247 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/22/2022 Etrakit Contractor 1ST SUBMITTAL PLANS 1st Submittal Hydrolic Calcs.pdf 1 DOC 6/22/2022 Etrakit Contractor 1ST SUBMITTAL Hydraulic calculations 1st Submittal Decker Plans.pdf 1 DOC 6/22/2022 Etrakit Contractor 1ST SUBMITTAL material data sheets 1st Submittal Material Data Cali.pdf 1 DOC 8/15/2022 Etrakit Contractor Revised FP01 Decker FP01.pdf 1 DOC 8/15/2022 Etrakit Contractor Revised Master bedroom Calcs Master Bedroom Calcs.PDF 1 DOC 8/15/2022 Etrakit Contractor Sauna _ Steam Room Calcs.pdf 1 DOC 8/15/2022 Etrakit Contractor Water static pressure water report.pdf 1 DOC 8/16/2022 Etrakit Contractor sprinkler head product data Viking VK302 Microfast.pdf 1 DOC 7/27/2022 KOHL HETRICK FSS2022-0247 - 1ST REVIEW - FIRE PLAN CORRECTIONS.pdf FSS2022-0247 - 1ST REVIEW - FIRE PLAN CORRECTIONS.pdf 1 DOC 9/14/2022 REBECCA WINSCOTT LQ FSS2022-0247 Decker Residence (APPROVED).pdf LQ FSS2022-0247 Decker Residence (APPROVED).pdf 1 DOC 9/14/2022 REBECCA WINSCOTT LQ FSS2022-0247 Decker Residence COA.pdf LQ FSS2022-0247 Decker Residence COA.pdf 1 Printed: Wednesday, March 13, 2024 12:23:32 PM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0247                                                                                                                                                                                                                                                                                                                                                                   Hydraulic Calculations Location: , , Project Name: Decker Res. Drawing Name: Decker FP1.cad Calculation Date: 8/15/2022 for Design Master Bedroom Area of Application: 900ft² (Actual 109ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 2 Remote 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 HoseType:39at Node: (including Hose Streams where applicable):Total Water Required 60.117@31.42From Water Supply at Node 1:(Safety Margin = 17.826) Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: Authority Having Jurisdiction: Address: Phone Number: Name of designer: , N/A N/A Right:Left:Automatic peaking results Notes: 8/15/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.21.0 1:07:44PM Hydraulic Graph Water Supply Node: 1 Job Name: Decker Res. Remote Area Number: Date: 8/15/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/15/2022 Page 2AutoSPRINK 2020 v16.3.21.0 1:07:45PM Hydraulic Graph BOR Node: 43 Job Name: Decker Res. Remote Area Number: Date: 8/15/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/15/2022 Page 3AutoSPRINK 2020 v16.3.21.0 1:07:45PM Job Name: Decker Res. Remote Area Number: Date: 8/15/2022 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.0001 60.11731.42100.00 77.94379.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-10½31.4260.117Supply1 -3'-10½5.0046.39539 10'-0 13.427.502Sprinkler201 10'-0 13.007.039Sprinkler202 10'-6 7.4653 0'-5 43.501Supply41 0'-9½42.18142 © M.E.P.CAD, Inc.8/15/2022 Page 4AutoSPRINK 2020 v16.3.21.0 1:07:48PM Date: 8/15/2022 Job Name: Decker Res. Remote Area Number: 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 20'-11½ -0.217 0.643 10'-0 12'-11½202 3 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 7.03913.00 0.030666 Sprinkler, 13.00 4.9 E(7'-0), Tr(1'-0) 150 125'-0 1'-0 267'-10 4.122 30.506 10'-6 142'-103 43 1 (See Notes) 1.1010 7.46513.42 0.113889 Flow (q) from Route 2 26.42 12E(7'-0), 16Tr(1'-0), 5T(5'-0), f(-0.000), BOR 150 0'-9½0'-0 0.089 0.000 1'-0 0'-043 42 1 (See Notes) 1.1010 42.092 0.11388926.42 BalV 150 5'-0 0'-5 5'-4½ 0.154 1.166 0'-9½0'-4½42 41 1 (See Notes) 1.0490 42.181 0.21781826.42 sCV(5'-0) 120 5'-0 -3'-10½9'-1 1.861 1.034 0'-5 4'-141 39 1 (See Notes) 1.1010 43.501 0.11388926.42 C(5'-0) 150 49'-0 -3'-10½230'-7 13.722 -3'-10½181'-739 1 1¼(See Notes) 1.3940 46.3955.00 0.04973731.42 2E(8'-0), EE(2'-0), WMV(-2.690 ), S 150 1 0.00 Hose Allowance At Source 31.42 Route 1Total(Pt) 60.117 5'-0 10'-6 5'-6 -0.217 0.179 10'-0 0'-6201 3 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 7.50213.42 0.032530 Sprinkler, 13.42 4.9 T(5'-0) 150 7.465 Total(Pt)Route 2 © M.E.P.CAD, Inc.8/15/2022 Page 5AutoSPRINK 2020 v16.3.21.0 1:07:50PM Date: 8/15/2022 Job Name: Decker Res. Remote Area Number: 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.8/15/2022 Page 6AutoSPRINK 2020 v16.3.21.0 1:07:50PM Hydraulic Calculations Location: , , Project Name: Decker Res. Drawing Name: Decker FP1.cad Calculation Date: 8/15/2022 for Design Sauna/Steam Room Area of Application: 900ft² (Actual 148ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 2 Remote 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 HoseType:39at Node: (including Hose Streams where applicable):Total Water Required 36.956@34.76From Water Supply at Node 1:(Safety Margin = 40.770) Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: Authority Having Jurisdiction: Address: Phone Number: Name of designer: , N/A N/A Right:Left:Automatic peaking results Notes: 8/15/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.21.0 1:07:16PM Hydraulic Graph Water Supply Node: 1 Job Name: Decker Res. Remote Area Number: Date: 8/15/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/15/2022 Page 2AutoSPRINK 2020 v16.3.21.0 1:07:17PM Hydraulic Graph BOR Node: 43 Job Name: Decker Res. Remote Area Number: Date: 8/15/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/15/2022 Page 3AutoSPRINK 2020 v16.3.21.0 1:07:17PM Job Name: Decker Res. Remote Area Number: Date: 8/15/2022 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.0001 36.95634.76100.00 77.72679.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-10½34.7636.956Supply1 -3'-10½5.0020.42539 9'-0 14.947.120Sprinkler206 9'-0 14.827.000Sprinkler214 9'-6 7.50527 0'-5 17.275Supply41 0'-9½15.66842 © M.E.P.CAD, Inc.8/15/2022 Page 4AutoSPRINK 2020 v16.3.21.0 1:07:20PM Date: 8/15/2022 Job Name: Decker Res. Remote Area Number: 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 10'-0 9'-6 18'-6 -0.217 0.722 9'-0 8'-6214 27 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 7.00014.82 0.039060 Sprinkler, 14.82 5.6 2T(5'-0) 150 16'-0 1'-0 30'-11 3.688 4.386 9'-6 14'-1127 43 1 (See Notes) 1.1010 7.50514.94 0.141927 Flow (q) from Route 2 29.76 4Tr(1'-0), T(5'-0), E(7'-0), f(-0.0 00), BOR 150 0'-9½0'-0 0.089 0.000 1'-0 0'-043 42 1 (See Notes) 1.1010 15.580 0.14192729.76 BalV 150 5'-0 0'-5 5'-4½ 0.154 1.453 0'-9½0'-4½42 41 1 (See Notes) 1.0490 15.668 0.27144229.76 sCV(5'-0) 120 5'-0 -3'-10½9'-1 1.861 1.289 0'-5 4'-141 39 1 (See Notes) 1.1010 17.275 0.14192729.76 C(5'-0) 150 49'-0 -3'-10½230'-7 16.531 -3'-10½181'-739 1 1¼(See Notes) 1.3940 20.4255.00 0.05995034.76 2E(8'-0), EE(2'-0), WMV(-2.690 ), S 150 1 0.00 Hose Allowance At Source 34.76 Route 1Total(Pt) 36.956 8'-0 9'-6 15'-2 -0.217 0.602 9'-0 7'-2206 27 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 7.12014.94 0.039681 Sprinkler, 14.94 5.6 E(7'-0), Tr(1'-0) 150 7.505 Total(Pt)Route 2 © M.E.P.CAD, Inc.8/15/2022 Page 5AutoSPRINK 2020 v16.3.21.0 1:07:22PM Date: 8/15/2022 Job Name: Decker Res. Remote Area Number: 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.8/15/2022 Page 6AutoSPRINK 2020 v16.3.21.0 1:07:22PM OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org September 14, 2022 Automatic Fire Protection Systems Re: Residential Fire Sprinkler Plan Review – Decker Residence FSS2022-0247 (77138 Casa Del Sol) 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. Rebecca Winscott - 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: 77138 Casa Del Sol PERMIT#: FSS2022-0247 DATE ISSUED: 9/14/22 DESCRIPTION: Decker Residence CONTRACTOR: Automatic Fire Protection Systems 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 during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. 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.