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FSS2022-0292
ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT DESERT FIRE EXTINGUISHER CO INC PO BOX 1607 PALM SPRINGS CA 92263 (760)322-0995 MARK@DESERT- FIRE.COM CONTRACTOR DESERT FIRE EXTINGUISHER CO INC PO BOX 1607 PALM SPRINGS CA 92263 (760)322-0995 BRITTANY@DESERT- FIRE.COM OWNER DE WITTE CONSTRUCTION 77-775 JACKAL DRIVE #E Palm Desert CA 92211 (760)322-0995 office@dewitteconstru ction.com CONDITIONS Description: RESIDENTIAL FIRE SPRINKLER SYSTEM INSTALLATION Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: ISSUED Applied: 8/16/2022 ECON Parcel No: 770350020 Site Address: 53450 DEL GATO DR LA QUINTA,CA 92253 Approved: 9/14/2022 RWI Subdivision: TR 28867 Block: Lot: 98 Issued: ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $17,000.00 Occupancy Type: Construction Type: Expired: 4/3/2023 KHET No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Friday, April 14, 2023 9:51:00 AM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0292 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 9/27/2022 9/27/2022 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $167.00 $167.00 11/10/22 WEB13582 751049246 CREDIT 563921 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $333.00 $333.00 9/19/22 WEB13092 727483757 CREDIT 563921 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 9/19/22 WEB13092 727483757 CREDIT 563921 ECON Total Paid for FIRE FEES: $750.00 $750.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 9/19/22 WEB13092 727483757 CREDIT 563921 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 9/19/22 WEB13092 727483757 CREDIT 563921 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$766.00 $766.00 Printed: Friday, April 14, 2023 9:51:00 AM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0292 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/16/2022 Etrakit Contractor 1ST SUBMITTAL - PLAN egginton-fire plan.pdf 1 DOC 8/16/2022 Etrakit Contractor IID STATIC PRESSURE Egginton-53450 Del Gato Dr_Static Pressure.pdf 1 DOC 8/16/2022 Etrakit Contractor 1ST SUBMITTAL - HYDRAULIC CALCULATIONS Calcs_53450 De Gaato Dr.pdf 1 BOND INFORMATION OVERHEAD ROUGH PIPING KHET 9/27/2022 9/27/2022 DISAPPROVE D SEE ATTACHMENTS Plumber running gas lines unattached pipe straps multiple locations. Fire pipe will need to be provided with 45s to reroute over gas mains. CPVC insulation to protect against contact hazards from jacketed electrical wiring - throughout. Reinspection required. **As-built plans required prior to final inspection. OVERHEAD ROUGH PIPING KHET 10/5/2022 10/5/2022 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) REBECCA WINSCOTT 8/16/2022 8/30/2022 9/14/2022 APPROVED 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 8/16/2022 8/17/2022 8/17/2022 COMPLETE PARENT PROJECTS Printed: Friday, April 14, 2023 9:51:00 AM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0292 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/16/2022 Etrakit Contractor VIKING PRODUCT SPECS Specs_53450 Del Gato.pdf 1 DOC 9/27/2022 KOHL HETRICK FSS2022-0292 - 9-27- 2022 - Insp Notes.pdf FSS2022-0292 - 9-27- 2022 - Insp Notes.pdf 1 DOC 9/14/2022 REBECCA WINSCOTT LQ FSS2022-0292 Egginnton Residence (COA).pdf LQ FSS2022-0292 Egginnton Residence (COA).pdf 1 DOC 9/14/2022 REBECCA WINSCOTT LQ FSS2022-0292 Egginton Residence (APPROVED).pdf LQ FSS2022-0292 Egginton Residence (APPROVED).pdf 1 DOC 9/14/2022 REBECCA WINSCOTT LQ FSS2022-0292 Egginton Residence Calcs (APPROVED).pdf LQ FSS2022-0292 Egginton Residence Calcs (APPROVED).pdf 1 Printed: Friday, April 14, 2023 9:51:00 AM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0292 HEAT SOURCE MINIMUM DISTANCE FROM EDGE OF SOURCE IN INCHESSIDE OF OPEN OR RECESSED FIRE PLACE`36" 12"FRONT OF RECESSED FIREPLACE60" 36"COAL OR WOOD BURNING STOVE42"12"KITCHEN RANGE OR OVEN18"9"WALL OVBNS18"9"HOT AIR FLUES18"9"UNINSULATED HEAT DUCTS18"9"UNINSULATED WATER PIPES12"6"SIDE OF CEILING OR WALL MOUNTED HOT AIR DIFFUSERS24"12"FRONT OF WALL MOUNTED OR HOT AIR DIFFUSERS36"18"HOT WATER HEATER OR FURNACE6"3"LIGHT FIXTURES0W TO 250 W 6"3"250W TO 499 W 12"6"ORDINARY TEMP INTERM. TEMPThis system as shown oncompany print nodatedforatcontract nois designed to discharge at a rate ofa maximum area ofwhen supplied with water at a rate ofOccupancy classification:Commodity classification:Maximum storage height:Storage arrangement:Number of heads flowing:System Type:Maximum velocity:Flow from In-Rack sprinklers:Flow from Overhead sprinklers:Flow from Inside Hoses:Flow from Outside Hoses:Other fixed flows:Total flow in system piping:Additional flow at/beyond source:Total of all flows:Calculation results for Design Areagpm/ft² (L/min/m²) of floor area over-Surplus Pressure at Source:Pressure Required at Source:Pressure Available at Source:atat point of connection.Hose stream allowance ofis included in the above.1MASTER BATHROOMDESERT FIRE8/9/22EGGINTON53450 DEL GATO DR.0.05512 ft²31.1 gpm38.7 psiRESIDENTIAL2Wet12.81 ft/s0 gpm26.1 gpm5 gpm0 gpm0 gpm31.1 gpm0 gpm31.1 gpm38.7 psi93.9 psi55.2 psi GENERAL NOTESAPPROVED.AND THE SYSTEM RISER TO BE COPPER TUBING .RESIDENTIAL FIRE SPRINKLERS SHALL BE VIKING FREE-RES SIN #VK468.1. THE DESIGN, EQUIPMENT, MATERIALS, INSTALLATION AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) PAMPHLET 13D2016ed. AND THE LOCAL CITY FIRE REQUIREMENTS.ALL MATERIALS SHALL BE NEW AND UL LISTED AND/OR FACTORY MUTUAL ALL PIPINGS SHALL BE CPVC PLASTIC ASTM F-442 UNLESS NOTED OTHERWISEFITTINGS SHALL BE CPVC PLASTIC F-437 AND/OR COPPER FITTING. LESS THAN 8 FT. GREATER THAN 16 FT. BE GREATER THAN 8 FT.TWO (2) HOURS.FROM PAINTING ARE NOT IN CONTRACT.EXACT LOCATIONS SHALL BE DETERMINED ON THE PROJECT SITE.SUPERVISION (IF REQUIRED) ARE NOT IN CONTRACT.THE DIMENSIONS FOR THE AUTOMATIC FIRE SPRINKLERS AND RELATED PIPING ANDDEVICE LOCATIONS APPLIES TO THE GENERAL ARRANGEMENT OF THE SYSTEM.THE ELECTRIC WIRING, DETECTION SUPERVISORY SYSTEM AND CENTRAL STATIONPREPARATION FOR, PAINTING AND THE PROTECTION OF SPRINKLERS AND DEVICES (MINIMUM FLOW RATES @ 16 FT X 16 FT COVERAGE = 13.0 GPM @ 7.0 PSI MULTIPLE HEADS) a. THE MAXIMUM RESIDENTIAL SPRINKLER SPACING OFF A WALL SHALL NOT b. THE MAXIMUM DISTANCE BETWEEN ANY TWO (2) SPRINKLERS SHALL NOT BE c. THE MINIMUM DISTANCE BETWEEN ANY TWO (2) SPRINKLERS SHALL NOT BE THE NEW FIRE SPRINKLER SYSTEM SHALL BE FLUSHED UNTIL CLEAR.THE SYSTEM SHALL BE HYDROSTATICALLY TESTED FOR LEAKAGE @ 200 PSI FORPENDENT SPRINKLER, 155 F, 1/2" ORIFICE, 1/2" NPT, K-FACTOR 4.910.11.12.8.9.7.2.5.4.3.GARAGE FIRE SPRINKLERS SHALL BE VIKING FREE-RES #VK468.PENDENT SPRINKLER, 175 F, 1/2" ORIFICE, 1/2" NPT, K-FACTOR 4.9.6.UNDERGROUND FIRE SERVICE FLUSH TO BE WITNESSED BY THE LOCAL JURISDICTION.13.14.PILOT HEADS TO BE AT ATTIC ACCESS DOOR OR FAU IN ATTIC.This system as shown oncompany print nodatedforatcontract nois designed to discharge at a rate ofa maximum area ofwhen supplied with water at a rate ofOccupancy classification:Commodity classification:Maximum storage height:Storage arrangement:Number of heads flowing:System Type:Maximum velocity:Flow from In-Rack sprinklers:Flow from Overhead sprinklers:Flow from Inside Hoses:Flow from Outside Hoses:Other fixed flows:Total flow in system piping:Additional flow at/beyond source:Total of all flows:Calculation results for Design Areagpm/ft² (L/min/m²) of floor area over-Surplus Pressure at Source:Pressure Required at Source:Pressure Available at Source:atat point of connection.Hose stream allowance ofis included in the above.2MASTER BEDROOMDESERT FIRE8/9/22EGGINTON53450 DEL GATO DR.0.05288 ft²21.4 gpm28.7 psiRESIDENTIAL2Wet8.84 ft/s0 gpm16.4 gpm5 gpm0 gpm0 gpm21.4 gpm0 gpm21.4 gpm28.7 psi93.9 psi65.3 psiFIRE SPRINKLERS IN BEAM POCKETS SHALL BE VIKING FREE-RES SIN #VK496.PENDENT SPRINKLER, 155 F, 1/2" ORIFICE, 1/2" NPT, K-FACTOR 3.0. LESS THAN 8 FT. GREATER THAN 12 FT. BE GREATER THAN 6 FT.(MINIMUM FLOW RATES @ 12 FT X 12 FT COVERAGE = 8.0 GPM @ 7.1 PSI MULTIPLE HEADS) d. THE MAXIMUM RESIDENTIAL SPRINKLER SPACING OFF A WALL SHALL NOT e. THE MAXIMUM DISTANCE BETWEEN ANY TWO (2) SPRINKLERS SHALL NOT BE f. THE MINIMUM DISTANCE BETWEEN ANY TWO (2) SPRINKLERS SHALL NOT BE TOTAL HEADS = 125FIRE RISER LOCATIONMECHANICAL HEAT REGISTERAN1W08/08/202253450 DEL GATO DR.COACHELLA VALLEY WATER DISTRICT94.000.0093.00100.00Source Data PointsPump Data PointsSource InformationPressureFlowPressureFlowDate of Flow Test / Info :Location of flow test data :Source of flow test data :00900712C-16 CALIFORNIA563921LICENSE NO.D E S ERT-FIREFIRE PROTECTION CONT R ACTOR SHEET INDEX:FP1 - GENERAL NOTES/SITE PLANFP2 - HANGER DETAILS/SECTION VIEWSFP3 - PIPING PLANFP4 - REFLECTED CEILING PLAN TOTAL HEADS = 125FIRE RISER LOCATIONMECHANICAL HEAT REGISTERCEILINGDISTANCE FROM SPINKLER TO MAX DISTANCE OF DEFLECTOR TOSIDE OF OBSTRUCTION (A) BOTTOM OF OBSTRUCTION (B)LESS THAN 1 FT 0"1 FT TO LESS THAN 1'6" 0"1'6" TO LESS THAN 2FT 1"2 FT TO LESS THAN 2'6" 1"2'6" TO LESS THAN 3FT 1"3FT TO LESS THAN 3'6" 3"3'6" TO LESS THAN 4 FT 3"4 FT TO LESS THAN 4'6" 5"4'6" TO LESS THAN 5 FT 7"5' TO LESS THAN 5'6" FT 7"5'6 TO LESS THAN 6' FT 7"6' TO LESS THAN 6'6" FT 9"6'6" TO LESS THAN 7' FT 11"7' FT AND GREATER 14"CEILINGA>(D-8 in.)+B[A<(D-0.2m)+B]D<30in. (0.8m)002011H101001012N.T.S.HANGER DETAILHANGER DETAILC-16 CALIFORNIA563921LICENSE NO.D E S ERT-FIREFIRE PROTECTION CONT R ACTOR 10' HIGH MULTI-SLIDEFOUNTAIN/STATUESPACOVERED PATIOGASBBQ AREASTORAGEA/CCOFFEEA/VROOM8' FLAT8' FLAT8' FLATPLATE H. 13'-0"3:12 PITCHARCH7'6" SPRING8' FLAT 8' FLAT DROP OFFBUILT IN8' FLAT COVERED PORCH8' FLAT PLATE H. 10'-0"3:12 PITCHREFLECTING POOL9'6" PLASTER CLGTV WALLSTORAGE STORAGEB.O. BEAM 10'-4"PLATE H. 10'-0"3:12 PITCHMULTI SLIDE POCKETSINKELECTRICAL PANELCL OF WALL MIELED/WGLASSSTOR.D/WRAISED BARTOPOVERHANGCAB.BUILT IN TV CAB OVENICELG STYLER,STEAMERBUILT-INPER I.D.BUILT-INPER I.D.CAB.HISHERSLUGGAGE RM42" REFDW8' FLAT 9'0" CLG GYP.8' FLAT8' FLAT9'6" FLAT9'6" FLAT9'6" FLAT10'-6" CLGB.O.BEAM 10'-0"B.O.BEAM 10'-0"COVERED PORCH10'-6" CLGSOLAR PANELEQUIPMENTFLOATING BENCH SHOWERHISHERSVANITY SEATING TVHALO 5 WATERFILTER,SEE SPECSHEET ME-1SOFFIT 8' BUILT IN CLOSET SOFFIT 8'SOFFIT 8' SOFFIT 8'BUILT IN DESK/CAB.BUILT IN CLOSET SOFFIT 8'SOFFIT 8'SOFFIT 8' BUILT IN TVSOFFIT 8'EXT.-5EXT.-5WM-5WM-5WM-5WM-5EXT.-2WM-2WM-29'-0"VAULT9'-0"VAULTVAULTEXT.-2EXT.-2EXT.-2EXT.-2EXT.-2EXT.-2PLATE H. 12'-0"3:12 PITCH9'0" CLG GYP.8' FLAT 9'0" CLG GYP.8' FLAT 8' FLAT 12x6 BEAMB.O. BEAM 10'-4"10x6 BEAMS8x5 BEAMS8x5 BEAMSDROP DOWN SHADE (SEE 10/AD-4)12x6 BEAM12x6 BEAM12x6 BEAM8x5 BEAMS 8X5 BEAMS WM-4WM-4WM-4WM-4HEATERHEATERDROP DOWN SHADE (SEE 10/AD-4)DROP DOWN SHADE(SEE 10/AD-4)EXT.-1EXT.-1EXT.-212x18 BEAM 12x12 BEAM8x10 BEAM12x12 BEAM8x5 BEAMS 8x5 BEAMS12X12 BEAM A.A.VAULT8' FLAT8' FLAT9'0" CLG GYP.9'0" CLG GYP.9'0" CLG GYP.9'0" CLG GYP.9'0" CLG GYP.8' FLAT9'6" CLG GYP.9'0" CLG GYP.8' FLAT9'0" CLG GYP.T&G CLGT&G CLGWINE ROOM9'0" CLG GYP.8' FLAT 9'0" CLG GYP.9'0" CLG GYP.8AD-6EXT.-1EXT.-2EXT.-2DROP DOWN SHADE (SEE 10/AD-4)9' FLAT8' FLAT DROP DOWN SHADE SEE(DROP DOWN SHADE IN CLG 6x12 6x12RAFTER TAILS 2x102x10 TOILETTOILET12H1011,234048013014002001011012088086062064065275TOTAL HEADS = 125FIRE RISER LOCATIONMECHANICAL HEAT REGISTERC-16 CALIFORNIA563921LICENSE NO.D E S ERT-FIREFIRE PROTECTION CONT R ACTOR 10' HIGH MULTI-SLIDEFOUNTAIN/STATUESPACOVERED PATIOGASBBQ AREASTORAGEA/CCOFFEEA/VROOM8' FLAT8' FLAT8' FLATPLATE H. 13'-0"3:12 PITCHARCH7'6" SPRING8' FLAT 8' FLAT DROP OFFBUILT IN8' FLAT COVERED PORCH8' FLAT PLATE H. 10'-0"3:12 PITCHREFLECTING POOL9'6" PLASTER CLGTV WALLSTORAGE STORAGEB.O. BEAM 10'-4"PLATE H. 10'-0"3:12 PITCHMULTI SLIDE POCKETSINKELECTRICAL PANELCL OF WALL MIELED/WGLASSSTOR.D/WRAISED BARTOPOVERHANGCAB.BUILT IN TV CAB OVENICELG STYLER,STEAMERBUILT-INPER I.D.BUILT-INPER I.D.CAB.HISHERSLUGGAGE RM42" REFDW8' FLAT 9'0" CLG GYP.8' FLAT8' FLAT9'6" FLAT9'6" FLAT9'6" FLAT10'-6" CLGB.O.BEAM 10'-0"B.O.BEAM 10'-0"COVERED PORCH10'-6" CLGSOLAR PANELEQUIPMENTFLOATING BENCH SHOWERHISHERSVANITY SEATING TVHALO 5 WATERFILTER,SEE SPECSHEET ME-1SOFFIT 8' BUILT IN CLOSET SOFFIT 8'SOFFIT 8' SOFFIT 8'BUILT IN DESK/CAB.BUILT IN CLOSET SOFFIT 8'SOFFIT 8'SOFFIT 8' BUILT IN TVSOFFIT 8'EXT.-5EXT.-5WM-5WM-5WM-5WM-5EXT.-2WM-2WM-29'-0"VAULT9'-0"VAULTVAULTEXT.-2EXT.-2EXT.-2EXT.-2EXT.-2EXT.-2PLATE H. 12'-0"3:12 PITCH9'0" CLG GYP.8' FLAT 9'0" CLG GYP.8' FLAT 8' FLAT 12x6 BEAMB.O. BEAM 10'-4"10x6 BEAMS8x5 BEAMS8x5 BEAMSDROP DOWN SHADE (SEE 10/AD-4)12x6 BEAM12x6 BEAM12x6 BEAM8x5 BEAMS 8X5 BEAMS WM-4WM-4WM-4WM-4HEATERHEATERDROP DOWN SHADE (SEE 10/AD-4)DROP DOWN SHADE(SEE 10/AD-4)EXT.-1EXT.-1EXT.-212x18 BEAM 12x12 BEAM8x10 BEAM12x12 BEAM8x5 BEAMS 8x5 BEAMS12X12 BEAM A.A.VAULT8' FLAT8' FLAT9'0" CLG GYP.9'0" CLG GYP.9'0" CLG GYP.9'0" CLG GYP.9'0" CLG GYP.8' FLAT9'6" CLG GYP.9'0" CLG GYP.8' FLAT9'0" CLG GYP.T&G CLGT&G CLGWINE ROOM9'0" CLG GYP.8' FLAT 9'0" CLG GYP.9'0" CLG GYP.8AD-6EXT.-1EXT.-2EXT.-2DROP DOWN SHADE (SEE 10/AD-4)9' FLAT8' FLAT DROP DOWN SHADE SEE(DROP DOWN SHADE IN CLG 6x12 6x12RAFTER TAILS 2x102x10 TOILETTOILETTOTAL HEADS = 125FIRE RISER LOCATIONMECHANICAL HEAT REGISTERC-16 CALIFORNIA563921LICENSE NO.D E S ERT-FIREFIRE PROTECTION CONT R ACTOR Project Name : EGGINTON Contract No. : Project Location: 53450 DEL GATO DR. City: LA QUINTA, CA CALCULATION SUMMARY Design Areas Design Area Name Min. Density Area of Application Occupancy Calculated Heads Min. Pressure Hose Streams Total Water Pressure @ Source Margin To Source (gpm/ft²)(ft²)#(psi)(gpm)(gpm)(psi)(psi) Min. Flow (gpm) Calc. Mode (Model) 1 RESIDENTIAL 512 31.1 Required 38.7 0.051 13 2 5 55.27Demand (HW) 2 RESIDENTIAL 288 21.4 Required 28.7 0.056 8 2 5 65.37.1Demand (HW) Date 8/11/2022 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 1 MASTER BATHROOM RESIDENTIAL 0.051 512 256 2 0 5 31.1 38.7 Wet 38.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 08/08/2022 53450 DEL GATO DR. W 2 HEAD CALC Project Name : EGGINTON Contract No. : Project Location: 53450 DEL GATO DR. City: LA QUINTA, CA Date: 8/9/2022 Name of Contractor: DESERT FIRE Address: 558 E INDUSTRIAL PLACE Phone Number: 760-322-0995 Name of Designer: BJ Authority Having Jurisdiction: City: PALM SPRINGS, CA E-mail: Job Information Contractor Information Notes Date 8/11/2022 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Job : EGGINTON Diagram for Design Area : 1 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 8/11/2022 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Job : EGGINTON Hydraulic Analysis for : 1 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : W Flow (gpm)Pressure (psi) 0 94 100 93 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W 94 93 100 93.9 31.1 38.7 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 5 0 0 5 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 26.1 0 0 26.1 Required Margin of Safety (%) W - Pressure (psi) W - Flow (gpm) Demand w/o System Pump(s) 10 38.7 31.1 N/A Sprinklers Other Date 8/11/2022 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Job : EGGINTON Hydraulic Analysis for : 1 Date 8/11/2022 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Job : EGGINTON Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) Values Description 0S1 94Supply point #1 - Static 100S2 93Supply point #2 - Residual 0D1 5.2Elevation Pressure 31.1D2 38.7System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 52.5Supply93.7 55.2 31.1 49.5Supply; Safety Pressure 84.4 45.8 31.1 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type 1 4.9 0.05 12.8 7 0.051 7.113.1256Overhead Sprinkler 2 4.9 0.05 12.8 7 0.051 713256Overhead Sprinkler Date 8/11/2022 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Job : EGGINTON Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 001 2 Node NODE 20.2 -1.7 002-I 1.45 Node NODE 20.5 -1.5 002-O 1.55 Node NODE 20.5 -1.5 007-I -1.5 Node NODE 28.8 -0.2 007-O -1.5 Node NODE 24.8 -0.2 009 -2 Node NODE 38.7 0 011-I 2.95 Node NODE 19.6 -2.1 011-O 3.05 Node NODE 19.5 -2.2 012 10 Node NODE 15 -5.2 013 10 Node NODE 13.7 -5.2 014 10 Node NODE 13.1 -5.2 048 10 Node NODE 10.7 -5.2 062 10.5 Node NODE 7.3 -5.4 064 10.5 Node NODE 7.3 -5.4 086 9.5 Node NODE 11.8 -5 088 9.5 Node NODE 12.4 -5 1 10 Overhead Sprinkler HEAD 4.9 Open 13.1 0.3 256 0.051 7.1 -5.2 7 12.8 2 10 Overhead Sprinkler HEAD 4.9 Open 13 0.2 256 0.051 7 -5.2 7 12.8 AN1 -1.5 Forced Node FNODE 32.5 -0.2 H101 2 Inside Hose HOSE 5 20.1 -1.7 5 W -2 Supply SUPPLY -31.1 38.7 0 Date 8/11/2022 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Hydraulic CalculationsJob : EGGINTON PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 2 064 10 10.5 4.9 13 13 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 1.25 15 16.25 150 0.0304 7 -0.2 0.5 064 086 10.5 9.5 0.1 13 1 1.101 17x(BM.Tee-Run)=17 1x(BM.Tee-Br)=5 4x(BM.90)=20 91.32 42 133.32 150 0.0306 7.3 0.4 4.1 086 088 9.5 9.5 4.1 17.2 1 1.101 2x(BM.Tee-Run)=2 9.94 2 11.94 150 0.051 11.8 0 0.6 088 013 9.5 10 -6.4 10.8 1 1.101 4x(BM.Tee-Run)=4 1x(BM.Tee-Br)=5 4x(BM.90)=20 43.31 29 72.31 150 0.0215 12.4 -0.2 1.6 013 012 10 10 15.3 26.1 1 1.101 1x(us.90)=3.82 7.79 3.82 11.61 150 0.1106 13.7 0 1.3 012 011-O 10 3.05 0 26.1 1 1.049 6.95 0 6.95 120 0.2116 15 3 1.5 011-O 011-I 3.05 2.95 0 26.1 1 0 0.11 0 0.11 0.3814 19.5 0.0 0.0 Rubber-check *** 011-I 001 2.95 2 0 26.1 1 1.049 0.95 0 0.95 120 0.2116 19.6 0.4 0.2 001 002-O 2 1.55 5 31.1 1 0.995 0.45 0 0.45 150 0.2506 20.2 0.2 0.1 002-O 002-I 1.55 1.45 0 31.1 1 0 0.1 0 0.1 0 20.5 0.0 0 GATE VALVE *** 002-I 007-O 1.45 -1.5 0 31.1 1.5 1.598 4x(BM.90)=32 85.26 32 117.26 150 0.0249 20.5 1.3 2.9 007-O 007-I -1.5 -1.5 0 31.1 1 0 0.11 0 0.11 38.2295 24.8 0 4 METER-NFPA *** 007-I AN1 -1.5 -1.5 0 31.1 1 0.995 1x(fm.Angle)=14.01 0.95 14.01 14.96 150 0.2506 28.8 0 3.7 AN1 009 -1.5 -2 0 31.1 1 0.995 1x(us.Tee-Br)=5.84 1x(us.90)=2.33 15.5 8.17 23.67 150 0.2506 32.5 0.2 5.9 009 W -2 -2 0 31.1 4 4.11 1 0 1 150 0.0003 38.7 0 0 W 38.7 Date 8/11/2022 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Hydraulic CalculationsJob : EGGINTON PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 2Path No: 1 062 10 10.5 4.9 13.1 13.1 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 1.57 10 11.57 150 0.0309 7.1 -0.2 0.4 062 048 10.5 10 -0.1 13 1 1.101 10x(BM.Tee-Run)=10 4x(BM.90)=20 74.26 30 104.26 150 0.0307 7.3 0.2 3.2 048 014 10 10 -4.1 8.9 1 1.101 10x(BM.Tee-Run)=10 8x(BM.90)=40 3x(BM.Tee-Br)=15 91.24 65 156.24 150 0.0151 10.7 0 2.4 014 013 10 10 6.4 15.3 1 1.101 1x(BM.Tee-Run)=1 15.5 1 16.5 150 0.0412 13.1 0 0.7 013 13.7 3Path No: H101 001 2 2 5 5 1 0.995 1x(us.Tee-Br)=5.84 1 5.84 6.84 150 0.0085 20.1 0 0.1 001 20.2 4Path No: 088 014 9.5 10 0 6.4 1 1.101 13x(BM.Tee-Run)=13 2x(BM.Tee-Br)=10 5x(BM.90)=25 58.81 48 106.81 150 0.0082 12.4 -0.2 0.9 014 13.1 5Path No: 062 064 10.5 10.5 0 0.1 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 10.89 6 16.89 150 0 7.3 0 0 064 7.3 6Path No: 048 086 10 9.5 0 4.1 1 1.101 3x(BM.Tee-Br)=15 9x(BM.90)=45 26x(BM.Tee-Run)=26 153.97 86 239.97 150 0.0037 10.7 0.2 0.9 086 11.8 Date 8/11/2022 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Hydraulic CalculationsJob : EGGINTON PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 12.81 ft/s occurs in the following pipe(s): (002-O-001), (AN1-007-I), (009-AN1) Date 8/11/2022 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Device GraphsJob : EGGINTON Date 8/11/2022 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Device GraphsJob : EGGINTON Date 8/11/2022 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 2 MASTER BEDROOM RESIDENTIAL 0.056 288 144 2 0 5 21.4 28.7 Wet 39.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 08/08/2022 53450 DEL GATO DR. W 2 HEAD CALC Project Name : EGGINTON Contract No. : Project Location: 53450 DEL GATO DR. City: LA QUINTA, CA Date: 8/9/2022 Name of Contractor: DESERT FIRE Address: 558 E INDUSTRIAL PLACE Phone Number: 760-322-0995 Name of Designer: BJ Authority Having Jurisdiction: City: PALM SPRINGS, CA E-mail: Job Information Contractor Information Notes Date 8/11/2022 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Job : EGGINTON Diagram for Design Area : 2 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 8/11/2022 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Job : EGGINTON Hydraulic Analysis for : 2 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : W Flow (gpm)Pressure (psi) 0 94 100 93 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W 94 93 100 93.9 21.4 28.7 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 5 0 0 5 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 16.4 0 0 16.4 Required Margin of Safety (%) W - Pressure (psi) W - Flow (gpm) Demand w/o System Pump(s) 10 28.7 21.4 N/A Sprinklers Other Date 8/11/2022 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Job : EGGINTON Hydraulic Analysis for : 2 Date 8/11/2022 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Job : EGGINTON Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) Values Description 0S1 94Supply point #1 - Static 100S2 93Supply point #2 - Residual 0D1 6.3Elevation Pressure 21.4D2 28.7System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 44.8Supply93.8 65.3 21.4 42.1Supply; Safety Pressure 84.4 55.9 21.4 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type 3 3 0.05 7.2 7.1 0.056 7.18144Overhead Sprinkler 4 3 0.05 7.2 7.1 0.059 7.98.4144Overhead Sprinkler Date 8/11/2022 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Job : EGGINTON Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 3 12.5 Overhead Sprinkler HEAD 3 Open 8 0.8 144 0.056 7.1 -6.3 7.1 7.2 4 10.5 Overhead Sprinkler HEAD 3 Open 8.4 1.2 144 0.059 7.9 -5.4 7.1 7.2 275 12.75 Node NODE 7.2 -6.4 065 10.5 Node NODE 10 -5.4 048 10 Node NODE 11.8 -5.2 086 9.5 Node NODE 12.3 -5 088 9.5 Node NODE 12.6 -5 014 10 Node NODE 12.7 -5.2 013 10 Node NODE 13 -5.2 012 10 Node NODE 13.6 -5.2 011-O 3.05 Node NODE 17.2 -2.2 011-I 2.95 Node NODE 17.2 -2.1 H101 2 Inside Hose HOSE 5 17.7 -1.7 5 001 2 Node NODE 17.7 -1.7 002-O 1.55 Node NODE 18 -1.5 002-I 1.45 Node NODE 18 -1.5 007-O -1.5 Node NODE 20.8 -0.2 007-I -1.5 Node NODE 23.6 -0.2 AN1 -1.5 Forced Node FNODE 25.5 -0.2 009 -2 Node NODE 28.7 0 W -2 Supply SUPPLY -21.4 28.7 0 Date 8/11/2022 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Hydraulic CalculationsJob : EGGINTON PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 3 275 12.5 12.75 3 8 8 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 1.56 15 16.56 150 0.0124 7.1 -0.1 0.2 275 065 12.75 10.5 8.4 16.4 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 2x(BM.Tee-Run)=2 22.75 17 39.75 150 0.0471 7.2 1 1.9 065 086 10.5 9.5 -7.8 8.7 1 1.101 16x(BM.Tee-Run)=16 1x(BM.Tee-Br)=5 4x(BM.90)=20 85 41 126 150 0.0144 10 0.4 1.8 086 088 9.5 9.5 2.3 11 1 1.101 2x(BM.Tee-Run)=2 9.94 2 11.94 150 0.0223 12.3 0 0.3 088 013 9.5 10 -4.1 6.9 1 1.101 4x(BM.Tee-Run)=4 1x(BM.Tee-Br)=5 4x(BM.90)=20 43.31 29 72.31 150 0.0093 12.6 -0.2 0.7 013 012 10 10 9.6 16.4 1 1.101 1x(us.90)=3.82 7.79 3.82 11.61 150 0.0471 13 0 0.5 012 011-O 10 3.05 0 16.4 1 1.049 6.95 0 6.95 120 0.0901 13.6 3 0.6 011-O 011-I 3.05 2.95 0 16.4 1 0 0.11 0 0.11 0.0267 17.2 0.0 0 Rubber-check *** 011-I 001 2.95 2 0 16.4 1 1.049 0.95 0 0.95 120 0.0901 17.2 0.4 0.1 001 002-O 2 1.55 5 21.4 1 0.995 0.45 0 0.45 150 0.1261 17.7 0.2 0.1 002-O 002-I 1.55 1.45 0 21.4 1 0 0.1 0 0.1 0 18 0.0 0 GATE VALVE *** 002-I 007-O 1.45 -1.5 0 21.4 1.5 1.598 4x(BM.90)=32 85.26 32 117.26 150 0.0125 18 1.3 1.5 007-O 007-I -1.5 -1.5 0 21.4 1 0 0.11 0 0.11 26.7675 20.8 0 2.8 METER-NFPA *** 007-I AN1 -1.5 -1.5 0 21.4 1 0.995 1x(fm.Angle)=14.01 0.95 14.01 14.96 150 0.1261 23.6 0 1.9 AN1 009 -1.5 -2 0 21.4 1 0.995 1x(us.Tee-Br)=5.84 1x(us.90)=2.33 15.5 8.17 23.67 150 0.1261 25.5 0.2 3 009 W -2 -2 0 21.4 4 4.11 1 0 1 150 0.0001 28.7 0 0 W 28.7 Date 8/11/2022 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Hydraulic CalculationsJob : EGGINTON PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 2Path No: 4 275 10.5 12.75 3 8.4 8.4 1 1.101 1x(BM.Tee-Run)=1 2x(BM.90)=10 8.7 11 19.7 150 0.0137 7.9 -1 0.3 275 7.2 3Path No: H101 001 2 2 5 5 1 0.995 1x(us.Tee-Br)=5.84 1 5.84 6.84 150 0.0085 17.7 0 0.1 001 17.7 4Path No: 065 048 10.5 10 0 7.8 1 1.101 12x(BM.Tee-Run)=12 5x(BM.90)=25 91.47 37 128.47 150 0.0118 10 0.2 1.5 048 014 10 10 -2.3 5.5 1 1.101 10x(BM.Tee-Run)=10 8x(BM.90)=40 3x(BM.Tee-Br)=15 91.24 65 156.24 150 0.0061 11.8 0 1 014 013 10 10 4.1 9.6 1 1.101 1x(BM.Tee-Run)=1 15.5 1 16.5 150 0.0173 12.7 0 0.3 013 13 5Path No: 088 014 9.5 10 0 4.1 1 1.101 13x(BM.Tee-Run)=13 2x(BM.Tee-Br)=10 5x(BM.90)=25 58.81 48 106.81 150 0.0036 12.6 -0.2 0.4 014 12.7 6Path No: 048 086 10 9.5 0 2.3 1 1.101 3x(BM.Tee-Br)=15 9x(BM.90)=45 26x(BM.Tee-Run)=26 153.97 86 239.97 150 0.0012 11.8 0.2 0.3 086 12.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 8.84 ft/s occurs in the following pipe(s): (002-O-001), (AN1-007-I), (009-AN1) Date 8/11/2022 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Device GraphsJob : EGGINTON Date 8/11/2022 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg Device GraphsJob : EGGINTON Date 8/11/2022 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\draw4\OneDrive\22-DESERT-FIRE\EGGINGTON\EGGINTON-FIRE.dwg OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org September 14, 2022 Desert Fire Re: Residential Fire Sprinkler Plan Review – Egginnton Residence FSS2022-0292 (53450 Del Gato Dr) 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: 53450 Del Gato Dr PERMIT#: FSS2022-0292 DATE ISSUED: 9/14/22 DESCRIPTION: Egginnton Residence CONTRACTOR: Desert Fire 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.