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FSS2022-0229
ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JOSE DELGADO 2/8/2023 2/8/2023 CONTRACTOR REQUESTED ROUGH INSPECTION. PERMIT EXPIRED AS OF 1/8/23 (6 MOS FROM DATE ISSUANCE). ADDED EXTENSION FEE OF $88 AND EXTENDED PERMIT TO 2/10/23 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST LETTER FROM CONTRACTOR. OK TO EXTEND PER KOHL FEES HAVE BEEN PAID AND CONTRACTOR PROVIDED EXTENSION REQUEST. EXTENDING PERMIT FOR ANOTHER 6 MONTHS. NOTE KOHL HETRICK 3/1/2023 3/1/2023 PROVIDED AS-BUILTS APPROVED. *REINSPECTION STILL REQUIRED. CONDITIONS Description: CASE DEL GATO / FIRE SPRINKLERS / BRES2020-0310 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: ISSUED Applied: 6/6/2022 ECON Parcel No: 767670015 Site Address: 52741 ROSS AVE LA QUINTA,CA 92253 Approved: 7/12/2022 KHET Subdivision: TR 33076-1 Block: Lot: 19 Issued: 7/12/2022 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $18,000.00 Occupancy Type: Construction Type: Expired: 9/17/2023 LRO No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Thursday, April 13, 2023 2:46:50 PM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0229 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 CONTRACTOR SHASTA FIRE PROTECTION INC 72120 NORTHSHORE ST #C THOUSAND PALMS CA 92276 (760)404-1350 jpaulus@shastafire.co m OWNER ENGSTROM CONSTRUCTION 46393 BLACK HAWK DR INDIAN WELLS CA 92210 (760)404-1350 glenn@engstromconstr uction.com FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 3/14/23 WEB14628 832273188 CREDIT 476633 ECON FIRE PERMIT EXTENSION (ADMIN PROCESSING) 101-0000-42420 0 $88.00 $88.00 2/8/23 WEB14288 811267861 CREDIT 476633 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $250.00 $250.00 7/12/22 WEB12478 667174035 CREDIT 476633 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 7/12/22 WEB12478 667174035 CREDIT 476633 ECON Total Paid for FIRE FEES: $763.00 $763.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 7/12/22 WEB12478 667174035 CREDIT 476633 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 7/12/22 WEB12478 667174035 CREDIT 476633 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 Printed: Thursday, April 13, 2023 2:46:50 PM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0229 BOND INFORMATION INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 2/14/2023 2/14/2023 APPROVED OVERHEAD ROUGH PIPING KHET 2/14/2023 2/14/2023 DISAPPROVE D SEE NOTES CPVC contact hazard protection from jacketed electrical and data wiring is required throughout where observed multiple times. Clearance from device obstructions is required. Smoke detectors or similar ceiling mounted devices shall be located a minimum 18-inches away at time of final. 5 or more locations were identified needing correction. Required to be so at time of Rough Re-inspection. *As-built plans shall be provided prior to final inspection. OVERHEAD ROUGH PIPING LRO 3/17/2023 3/17/2023 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 6/6/2022 6/20/2022 7/12/2022 APPROVED SEE ATTACHMENTS 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 6/6/2022 6/7/2022 6/7/2022 COMPLETE PARENT PROJECTS TOTALS:$779.00 $779.00 Printed: Thursday, April 13, 2023 2:46:50 PM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0229 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/6/2022 Etrakit Contractor 1ST SUBMITTAL INTERIOR FIRE SPKR HEAD SENJU SENJU RC-RES SIN SS8464 K= 4.9.pdf 1 DOC 6/6/2022 Etrakit Contractor 1ST SUBMITTAL INTERIOR FIRE SPKR HEAD VIKING VIKING MIRAGE QR CONC SSP K5.6 VK462.pdf 1 DOC 6/6/2022 Etrakit Contractor 1ST SUBMITTAL RCCE FORM FROM CVWD Residential Connection Letter.pdf 1 DOC 6/6/2022 Etrakit Contractor 1ST SUBMITTAL CVWD STATIC FLOW INFORMATION CVWD STATIC FLOW INFORMATION.pdf 1 DOC 6/6/2022 Etrakit Contractor 1ST SUBMITTAL INTERIOR FIRE SRINKLER DESIGN LOT 19 PLAN R3.pdf 1 DOC 6/6/2022 Etrakit Contractor 1ST SUBMITTAL INTERIOR FIRE SPRINKLER HYD CALCULATIONS lot 19 calcs r3.PDF 1 DOC 6/6/2022 Etrakit Contractor 1ST SUBMITTAL PLAN REVIEW APPLICATION LA QUINTA REVIEW APP.pdf 1 DOC 6/6/2022 Etrakit Contractor 1ST SUBMITTAL CPVC MATERIAL SUBMITTAL BlazeMaster Overview Brochure.pdf 1 DOC 2/17/2023 Etrakit Contractor AS BUILT FIRE SPRINKLER DRWG 2-17- 23 Lot 19 As built.pdf 1 DOC 2/17/2023 Etrakit Contractor AS BUILT FIRE SPRINKLER HYD CALCS 2-17-23 21-130 As built Calcs.PDF 1 DOC 2/8/2023 JOSE DELGADO EXTRA FEE DUE FOR EXPIRED PERMIT JOB _ 21-021.pdf EXTRA FEE DUE FOR EXPIRED PERMIT JOB _ 21-021.pdf 0 Printed: Thursday, April 13, 2023 2:46:50 PM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0229 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/12/2022 KOHL HETRICK FSS2022-0229 - APPROVED PLANS AND CALCS.pdf FSS2022-0229 - APPROVED PLANS AND CALCS.pdf 1 DOC 7/12/2022 KOHL HETRICK FSS2022-0229 - COA AND JOB CARD.pdf FSS2022-0229 - COA AND JOB CARD.pdf 1 DOC 2/14/2023 KOHL HETRICK FSS2022-0229 - 2-14- 2023 - Insp Notes.pdf FSS2022-0229 - 2-14- 2023 - Insp Notes.pdf 1 DOC 3/1/2023 KOHL HETRICK FSS2022-0229 - AS- BUILTS APPROVED.pdf FSS2022-0229 - AS- BUILTS APPROVED.pdf 1 Printed: Thursday, April 13, 2023 2:46:50 PM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0229 APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST03/01/2023 8:00:24 AMThe approval of plans and specifications does notpermit the violation, deletion, omission or faultyinstallation of any requirements of Title 24 or anyLocal Ordinances. Construction shall remainaccessible and exposed for inspection purposesuntil approved by the Fire Department.PERMIT # -FSS2022-0229 - AS-BUILTSKohl HetrickReason: I am approving this documentContact Info: 760-409-5109 Hydraulic Calculations Location: LOT 19 A, 52-741 ROASS AVE, LA QUINTA, CA 92253 Project Name: MADISON RESIDENCE Drawing Name: 21-130 fire.cad Calculation Date: 2/17/2023 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 211ft² (Actual 211.9ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 2 CORRIDOR 13D 2 SPRKSRemote 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:7at Node: 5.00 HoseType:7at Node: 5.00 HoseType:7at Node: (including Hose Streams where applicable):Total Water Required 50.96@31.69From Water Supply at Node 1:(Safety Margin = 19.04 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:SHASTA FIRE PROTECTION, INC LOCAL FDAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA 760-404-1350 _Travis Mack, SET, CWBSP, CFPS, RME-G N/A N/A Right:Left:Automatic peaking results Notes: 2/17/2023© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.33.0 10:47:50AM2 SPRKS Hydraulic Graph Water Supply Node: 1 Job Name: MADISON RESIDENCE Remote Area Number: 2 SPRKS Date: 2/17/2023 Summary Sheet N 1.85 © M.E.P.CAD, Inc.2/17/2023 Page 2AutoSPRINK 2019 v15.1.33.0 10:47:55AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (2 SPRKS) Job Number: 21-130 Hose 7 5.00 5.00 5 36.30 Sprinkler 259 13.69 13.00 4.9 7.81 Sprinkler 271 13.00 13.00 4.9 7.04 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/17/2023 Page 3AutoSPRINK 2019 v15.1.33.0 10:47:59AM Job Name: MADISON RESIDENCE Remote Area Number: 2 SPRKS Date: 2/17/2023 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.001 50.9631.69100.00 70.0070.00Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"31.6950.96Supply1 1'-6"5.0036.30Hose7 Hos 10'-1½"13.697.81Sprinkler259 10'-1½"13.007.04Sprinkler271 -3'-0"49.433 1'-6"36.359 2'-6"35.85Supply10 6'-6"30.90Gauge22 13'-6"17.4239 13'-6"17.8940 10'-6"22.5546 10'-6"25.9555 10'-6"24.6172 10'-6"15.67151 10'-6"8.08162 © M.E.P.CAD, Inc.2/17/2023 Page 4AutoSPRINK 2019 v15.1.33.0 10:48:05AM Date: 2/17/2023 Job Name: MADISON RESIDENCE Remote Area Number: 2 SPRKS Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 25'-0" 10'-6"39'-2½" -0.16 1.20 10'-1½"14'-2½"271 162 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 7.0413.00 0.030666 Sprinkler, 13.00 4.9 4E(5'-0"), T(5'-0") 150 15'-0" 10'-6"65'-5"7.59 10'-6"50'-5"162 151 1 (See Notes) 1.1010 8.0813.69 0.116058 Flow (q) from Route 2 26.69 10Tr(1'-0"), C(5'-0") 150 25'-0" 13'-6"91'-10½" -1.30 3.53 10'-6"66'-10½"151 40 1 (See Notes) 1.1010 15.67 0.03836814.67 2E(5'-0"), 2T(5'-0"), 5Tr(1'-0") 150 13'-0" 10'-6"28'-11" 1.30 3.36 13'-6"15'-11"40 46 1 (See Notes) 1.1010 17.8913.97 0.116058 Flow (q) from Route 4 26.69 2E(5'-0"), 3Tr(1'-0") 150 9'-0" 10'-6"46'-8"2.06 10'-6"37'-8"46 72 1 (See Notes) 1.1010 22.55 0.044099 Tr(1'-0") 15.82 7Tr(1'-0"), cplg(1'-0") 150 2'-0" 10'-6"11'-6½"1.34 10'-6"9'-6½"72 55 1 (See Notes) 1.1010 24.6113.85 0.116058 Flow (q) from Route 5 26.69 2Tr(1'-0") 150 24'-0" 6'-6"87'-4½" 1.73 3.21 10'-6"63'-4½"55 22 1¼(See Notes) 1.3940 25.95 0.03678126.69 6Tr(1'-0"), T(6'-0"), 2E(6'-0"), BOR, f(-0.00) 150 2'-0" 2'-6"6'-0" 1.73 3.22 6'-6"4'-0"22 10 1¼(See Notes) 1.3940 30.90 0.03678126.69 2Tr(1'-0"), f(-3.00), sCV 150 1'-6"1'-0" 0.43 0.06 2'-6"1'-0"10 9 1¼ 1.2450 35.85 0.06378326.69 150 31'-1" -3'-0"163'-0" 1.95 11.13 1'-6"131'-11"9 3 1½(See Notes) 1.4810 36.355.00 0.037629 Flow (q) from Route 3 31.69 4E(4'-0½"), BalV(15'-0"), WMV( -5.00) 150 -3'-0"5'-10½"1.53 -3'-0"5'-10½"3 1 1 (See Notes) 0.9950 49.43 0.26105431.69 Water Supply 150 © M.E.P.CAD, Inc.2/17/2023 Page 5AutoSPRINK 2019 v15.1.33.0 10:48:10AM2 SPRKS Date: 2/17/2023 Job Name: MADISON RESIDENCE Remote Area Number: 2 SPRKS 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 1 0.00 Hose Allowance At Source 31.69 Route 1Total(Pt) 50.96 10'-0" 10'-6"12'-10" -0.16 0.43 10'-1½"2'-10"259 162 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 7.8113.69 0.033755 Sprinkler, 13.69 4.9 E(5'-0"), T(5'-0") 150 8.08 Total(Pt)Route 2 5'-10" 1'-6"6'-4"0.05 1'-6"0'-6"7 9 1 • • • • • Route 3 • • • • •(See Notes) 0.9950 36.305.00 0.008572 Hose(-1.00)(0'-0") 5.00 T(5'-10") 150 36.35 Total(Pt)Route 3 31'-0" 13'-6"114'-11" -1.30 3.05 10'-6"83'-11"151 39 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 15.67 0.026521 C(5'-0") 12.02 6Tr(1'-0"), 2T(5'-0"), 2E(5'-0") 150 1'-0" 13'-6"18'-0½"0.48 13'-6"17'-0½"39 40 1 (See Notes) 1.1010 17.429.46 0.026521 Flow (q) from Route 3 12.02 Tr(1'-0") 150 17.89 Total(Pt)Route 4 29'-0" 10'-6"93'-5"2.06 10'-6"64'-5"46 72 1 • • • • • Route 5 • • • • •(See Notes) 1.1010 22.55 0.022030 T(5'-0") 10.87 9Tr(1'-0"), 2T(5'-0"), E(5'-0") 150 24.61 Total(Pt)Route 5 © M.E.P.CAD, Inc.2/17/2023 Page 6AutoSPRINK 2019 v15.1.33.0 10:48:10AM2 SPRKS Date: 2/17/2023 Job Name: MADISON RESIDENCE Remote Area Number: 2 SPRKS 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.2/17/2023 Page 7AutoSPRINK 2019 v15.1.33.0 10:48:10AM2 SPRKS Hydraulic Calculations Location: LOT 19 A, 52-741 ROASS AVE, LA QUINTA, CA 92253 Project Name: MADISON RESIDENCE Drawing Name: 21-130 fire.cad Calculation Date: 2/17/2023 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 94ft² (Actual 94.6ft²) Coverage per Sprinkler: 400ft² Type of sprinklers calculated: 1 UTILITY 13D 1 SPRKRemote 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:7at Node: 5.00 HoseType:7at Node: 5.00 HoseType:7at Node: (including Hose Streams where applicable):Total Water Required 50.86@26.00From Water Supply at Node 1:(Safety Margin = 19.14 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:SHASTA FIRE PROTECTION, INC LOCAL FDAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA 760-404-1350 _Travis Mack, SET, CWBSP, CFPS, RME-G N/A N/A Right:Left:Automatic peaking results Notes: 2/17/2023© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.33.0 10:48:17AM1 SPRK Hydraulic Graph Water Supply Node: 1 Job Name: MADISON RESIDENCE Remote Area Number: 1 SPRK Date: 2/17/2023 Summary Sheet N 1.85 © M.E.P.CAD, Inc.2/17/2023 Page 2AutoSPRINK 2019 v15.1.33.0 10:48:22AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1 SPRK) Job Number: 21-130 Hose 7 5.00 5.00 5 38.55 Sprinkler 257 21.00 21.00 4.9 18.37 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/17/2023 Page 3AutoSPRINK 2019 v15.1.33.0 10:48:25AM Job Name: MADISON RESIDENCE Remote Area Number: 1 SPRK Date: 2/17/2023 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.001 50.8626.00100.00 70.0070.00Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"26.0050.86Supply1 1'-6"5.0038.55Hose7 Hos 9'-1½"21.0018.37Sprinkler257 -3'-0"49.803 1'-6"38.609 2'-6"38.13Supply10 6'-6"33.25Gauge22 13'-6"23.5139 13'-6"23.8240 10'-6"27.2746 10'-6"29.4555 10'-6"28.5972 10'-6"22.86151 © M.E.P.CAD, Inc.2/17/2023 Page 4AutoSPRINK 2019 v15.1.33.0 10:48:31AM Date: 2/17/2023 Job Name: MADISON RESIDENCE Remote Area Number: 1 SPRK 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 23'-0" 10'-6"68'-3½" -0.60 5.09 9'-1½"45'-3½"257 151 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 18.3721.00 0.074468 Sprinkler, 21.00 4.9 2T(5'-0"), 8Tr(1'-0"), C(5'-0") 150 25'-0" 13'-6"91'-10½" -1.30 2.26 10'-6"66'-10½"151 40 1 (See Notes) 1.1010 22.86 0.02461811.54 2E(5'-0"), 2T(5'-0"), 5Tr(1'-0") 150 13'-0" 10'-6"28'-11" 1.30 2.15 13'-6"15'-11"40 46 1 (See Notes) 1.1010 23.8213.97 0.074468 Flow (q) from Route 4 21.00 2E(5'-0"), 3Tr(1'-0") 150 9'-0" 10'-6"46'-8"1.32 10'-6"37'-8"46 72 1 (See Notes) 1.1010 27.27 0.028296 Tr(1'-0") 12.45 7Tr(1'-0"), cplg(1'-0") 150 2'-0" 10'-6"11'-6½"0.86 10'-6"9'-6½"72 55 1 (See Notes) 1.1010 28.5913.85 0.074468 Flow (q) from Route 5 21.00 2Tr(1'-0") 150 24'-0" 6'-6"87'-4½" 1.73 2.06 10'-6"63'-4½"55 22 1¼(See Notes) 1.3940 29.45 0.02360021.00 6Tr(1'-0"), T(6'-0"), 2E(6'-0"), BOR, f(-0.00) 150 2'-0" 2'-6"6'-0" 1.73 3.14 6'-6"4'-0"22 10 1¼(See Notes) 1.3940 33.25 0.02360021.00 2Tr(1'-0"), f(-3.00), sCV 150 1'-6"1'-0" 0.43 0.04 2'-6"1'-0"10 9 1¼ 1.2450 38.13 0.04092621.00 150 31'-1" -3'-0"163'-0" 1.95 9.25 1'-6"131'-11"9 3 1½(See Notes) 1.4810 38.605.00 0.026090 Flow (q) from Route 3 26.00 4E(4'-0½"), BalV(15'-0"), WMV( -5.00) 150 -3'-0"5'-10½"1.06 -3'-0"5'-10½"3 1 1 (See Notes) 0.9950 49.80 0.18099726.00 Water Supply 150 1 0.00 Hose Allowance At Source 26.00 Route 1Total(Pt) 50.86 © M.E.P.CAD, Inc.2/17/2023 Page 5AutoSPRINK 2019 v15.1.33.0 10:48:36AM1 SPRK Date: 2/17/2023 Job Name: MADISON RESIDENCE Remote Area Number: 1 SPRK 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 5'-10" 1'-6"6'-4"0.05 1'-6"0'-6"7 9 1 • • • • • Route 2 • • • • •(See Notes) 0.9950 38.555.00 0.008572 Hose(-1.00)(0'-0") 5.00 T(5'-10") 150 38.60 Total(Pt)Route 2 31'-0" 13'-6"114'-11" -1.30 1.96 10'-6"83'-11"151 39 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 22.86 0.017017 C(5'-0") 9.46 6Tr(1'-0"), 2T(5'-0"), 2E(5'-0") 150 1'-0" 13'-6"18'-0½"0.31 13'-6"17'-0½"39 40 1 (See Notes) 1.1010 23.5120.04 0.017017 Flow (q) from Route 1 9.46 Tr(1'-0") 150 23.82 Total(Pt)Route 3 29'-0" 10'-6"93'-5"1.32 10'-6"64'-5"46 72 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 27.27 0.014135 T(5'-0") 8.55 9Tr(1'-0"), 2T(5'-0"), E(5'-0") 150 28.59 Total(Pt)Route 4 © M.E.P.CAD, Inc.2/17/2023 Page 6AutoSPRINK 2019 v15.1.33.0 10:48:36AM1 SPRK Date: 2/17/2023 Job Name: MADISON RESIDENCE Remote Area Number: 1 SPRK 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.2/17/2023 Page 7AutoSPRINK 2019 v15.1.33.0 10:48:36AM1 SPRK Hydraulic Calculations Location: LOT 19 A, 52-741 ROASS AVE, LA QUINTA, CA 92253 Project Name: MADISON RESIDENCE Drawing Name: 21-130 fire.cad Calculation Date: 2/17/2023 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 247ft² (Actual 247.5ft²) Coverage per Sprinkler: 324ft² Type of sprinklers calculated: 2 PLAYROOM RESIDENTIAL PLAYROOMRemote 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:7at Node: 5.00 HoseType:7at Node: 5.00 HoseType:7at Node: (including Hose Streams where applicable):Total Water Required 59.48@39.02From Water Supply at Node 1:(Safety Margin = 10.52 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:SHASTA FIRE PROTECTION, INC LOCAL FDAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA 760-404-1350 _Travis Mack, SET, CWBSP, CFPS, RME-G Right: 382.95 N/ALeft:Automatic peaking results Notes: 2/17/2023© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.33.0 10:48:43AMPLAYROOM Hydraulic Graph Water Supply Node: 1 Job Name: MADISON RESIDENCE Remote Area Number: PLAYROOM Date: 2/17/2023 Summary Sheet N 1.85 © M.E.P.CAD, Inc.2/17/2023 Page 2AutoSPRINK 2019 v15.1.33.0 10:48:48AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (PLAYROOM) Job Number: 21-130 Hose 7 5.00 5.00 5 41.22 Sprinkler 249 17.02 17.00 4.9 12.06 Sprinkler 254 17.00 17.00 4.9 12.04 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/17/2023 Page 3AutoSPRINK 2019 v15.1.33.0 10:48:52AM Job Name: MADISON RESIDENCE Remote Area Number: PLAYROOM Date: 2/17/2023 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.001 59.4839.02100.00 70.0070.00Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"39.0259.48Supply1 1'-6"5.0041.22Hose7 Hos 12'-11½"17.0212.06Sprinkler249 12'-11½"17.0012.04Sprinkler254 -3'-0"57.243 1'-6"41.289 2'-6"40.74Supply10 6'-6"35.66Gauge22 13'-6"15.7839 13'-6"17.0240 10'-6"23.5746 10'-6"28.8955 10'-6"26.7972 13'-6"12.10110 13'-6"12.08116 © M.E.P.CAD, Inc.2/17/2023 Page 4AutoSPRINK 2019 v15.1.33.0 10:48:57AM Date: 2/17/2023 Job Name: MADISON RESIDENCE Remote Area Number: PLAYROOM 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 5'-0" 13'-6"5'-6½" -0.23 0.28 12'-11½"0'-6½"254 116 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 12.0417.00 0.050373 Sprinkler, 17.00 4.9 T(5'-0") 150 1'-0" 13'-6"11'-1"0.02 13'-6"10'-1"116 110 1 (See Notes) 1.1010 12.08 0.0020713.03 Tr(1'-0") 150 8'-0" 13'-6"53'-10½"3.68 13'-6"45'-10½"110 39 1 (See Notes) 1.1010 12.1017.02 0.068322 Flow (q) from Route 2 20.04 3Tr(1'-0"), E(5'-0") 150 1'-0" 13'-6"18'-0½"1.23 13'-6"17'-0½"39 40 1 (See Notes) 1.1010 15.78 0.06832220.04 Tr(1'-0") 150 13'-0" 10'-6"28'-11" 1.30 5.26 13'-6"15'-11"40 46 1 (See Notes) 1.1010 17.0213.97 0.181751 Flow (q) from Route 4 34.02 2E(5'-0"), 3Tr(1'-0") 150 9'-0" 10'-6"46'-8"3.22 10'-6"37'-8"46 72 1 (See Notes) 1.1010 23.57 0.069060 Tr(1'-0") 20.16 7Tr(1'-0"), cplg(1'-0") 150 2'-0" 10'-6"11'-6½"2.10 10'-6"9'-6½"72 55 1 (See Notes) 1.1010 26.7913.85 0.181751 Flow (q) from Route 5 34.02 2Tr(1'-0") 150 24'-0" 6'-6"87'-4½" 1.73 5.03 10'-6"63'-4½"55 22 1¼(See Notes) 1.3940 28.89 0.05760034.02 6Tr(1'-0"), T(6'-0"), 2E(6'-0"), BOR, f(-0.00) 150 2'-0" 2'-6"6'-0" 1.73 3.35 6'-6"4'-0"22 10 1¼(See Notes) 1.3940 35.66 0.05760034.02 2Tr(1'-0"), f(-3.00), sCV 150 1'-6"1'-0" 0.43 0.10 2'-6"1'-0"10 9 1¼ 1.2450 40.74 0.09988634.02 150 31'-1" -3'-0"163'-0" 1.95 14.01 1'-6"131'-11"9 3 1½(See Notes) 1.4810 41.285.00 0.055279 Flow (q) from Route 3 39.02 4E(4'-0½"), BalV(15'-0"), WMV( -5.00) 150 © M.E.P.CAD, Inc.2/17/2023 Page 5AutoSPRINK 2019 v15.1.33.0 10:49:02AMPLAYROOM Date: 2/17/2023 Job Name: MADISON RESIDENCE Remote Area Number: PLAYROOM Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit -3'-0"5'-10½"2.25 -3'-0"5'-10½"3 1 1 (See Notes) 0.9950 57.24 0.38350239.02 Water Supply 150 1 0.00 Hose Allowance At Source 39.02 Route 1Total(Pt) 59.48 5'-0" 13'-6"5'-6½" -0.23 0.28 12'-11½"0'-6½"249 110 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 12.0617.02 0.050460 Sprinkler, 17.02 4.9 T(5'-0") 150 12.10 Total(Pt)Route 2 5'-10" 1'-6"6'-4"0.05 1'-6"0'-6"7 9 1 • • • • • Route 3 • • • • •(See Notes) 0.9950 41.225.00 0.008572 Hose(-1.00)(0'-0") 5.00 T(5'-10") 150 41.28 Total(Pt)Route 3 46'-0" 13'-6"140'-10"4.94 13'-6"94'-10"116 40 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 12.083.03 0.035039 Flow (q) from Route 1 13.97 3E(5'-0"), 4T(5'-0"), 6Tr(1'-0"), C(5'-0") 150 17.02 Total(Pt)Route 4 29'-0" 10'-6"93'-5"3.22 10'-6"64'-5"46 72 1 • • • • • Route 5 • • • • •(See Notes) 1.1010 23.57 0.034499 T(5'-0") 13.85 9Tr(1'-0"), 2T(5'-0"), E(5'-0") 150 26.79 Total(Pt)Route 5 © M.E.P.CAD, Inc.2/17/2023 Page 6AutoSPRINK 2019 v15.1.33.0 10:49:02AMPLAYROOM Date: 2/17/2023 Job Name: MADISON RESIDENCE Remote Area Number: PLAYROOM 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.2/17/2023 Page 7AutoSPRINK 2019 v15.1.33.0 10:49:02AMPLAYROOM Hi John, I apologize I thought I had answer to this request. There is a 2” Water Service with no meter. The Static Pressure at the location below Lot 19 is approximately 70 psi. Thank you, RUBEN MONTIEL Development Services Aide Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 (760) 398-2661 ext. 3521 www.cvwd.org "These comments/conditions are valid for one year from the date of this letter/email, including any verbal representations. Thereafter, CVWD may review and revise the requirements discussed and/or require updated information." LISTED AND APPROVED FOR MORE TYPES OF APPLICATIONS THAN ANY OTHER NON-METALLIC SYSTEM • Sprinkler Contractors • General Contractors • Builders & Developers • Architects & Engineers • Authorities Having Jurisdiction W hen dealing with fire protection, you need a piping system you can depend on. BlazeMaster® CPVC pipe and fittings are designed specifically for fire sprinkler systems and are based on more than 50 years of proven experience. Lubrizol, the worldwide leader in CPVC innovation, takes fire sprinkler systems to a level of superior performance that exceeds your expectations. BlazeMaster fire sprinkler systems are the most advanced, Listed and approved non-metallic piping system available on the market today. And there’s no comparison between CPVC pipe and metal pipe. CPVC systems offer more advantages than metal systems making all other pipes obsolete. Check the facts: Certified by NSF International • for potable water safety under all water conditions Elimination of scaling and • corrosion for lasting performance, even in salt air environments Natural immunity to Microbiologically Influenced • Corrosion (MIC) Superior flow characteristics offer better hydraulic design • over metal systems Ease of fabrication in the field provides unmatched flexibility• Minimal tool investment generates increased cost savings• 50-year life expectancy• CPVC formulation delivers exceptional toughness• Quality Assurance Program guarantees consistency • and reliability BlazeMaster fire sprinkler systems are backed by an extensive field support organization, which is available for expert technical assistance and can provide you with: Proven installation recommendations to maximize efficiency • and cost savings Expert consultation regarding compliance with local, regional • and national codes • Assistance with architects and engineers on design and specification work There are numerous advantages to using the BlazeMaster fire sprinkler technology to address your specific needs, including: Sprinkler Contractors • Improved durability: BlazeMaster CPVC pipe and fitting compounds have been specially formulated using Lubrizol technology for improved durability. It provides many advantages during installation, even at cold temperatures. Cost savings:• Overhead on tools is minimal since pipe can be cut on-site with simple hand tools. A one-step joining system makes installations even quicker, keeping labor to a minimum. General Contractors Less conflict with other trades:• Contractors installing BlazeMaster systems work easily and quickly around dry-wallers, framers and other mechanical contractors. Lightweight:• No special rigging or equipment is needed to move BlazeMaster pipe within the building. Builders and Developers • Low cost: Installed costs of a BlazeMaster system are significantly lower and prices are more stable than metal systems. • Optimal sized system: Smooth internal diameters lead to better hydraulic performance than metal systems, which often means pipe can be downsized, lowering material costs. Architects and Engineers • Fully tested: BlazeMaster fire sprinkler systems have been thoroughly tested by UL, FM*, UL-C, LPCB, VdS (Germany) and TFRI (China). These systems have been exposed to flames reaching above 1400°F during fire tests and have been tested at twice the operating pressure continuously for more than one year without signs of weakening or failure. • Design freedom: Lightweight and easy fabrication means BlazeMaster CPVC pipe and fittings are ideal for those tough-to-get-at areas and in retrofit applications where their flexibility allows for quick, quiet and clean installations, which lead to occupancy benefits. Authorities Having Jurisdiction Fully Listed and approved:• BlazeMaster pipe and fittings are Listed by UL and UL-C for NFPA 13 light hazard occupancies and residential occupancies in NFPA 13R and 13D. They are also approved by VdS, Tianjin Fire Research Institute (China), and Factory Mutual*. All model building and mechanical codes permit the use of BlazeMaster fire sprinkler systems. Proven performance:• BlazeMaster CPVC fire sprinkler systems have a proven track record of reliable performance since its introduction in 1984. Lubrizol’s Quality Assurance Program, unsurpassed in the industry, ensures that this reliability will be maintained for many years to come. “Approved for more applications than any other non-metallic pipe” To put it simply - BlazeMaster CPVC pipe and fittings are the standard in fire sprinkler system protection. For further information call 888-234-2436 or visit our website at www.blazemaster.com. Listings and Approvals UL 1821 Listed• Exposed system risers NFPA 13D, 13R• Exposed basement NFPA 13D (solid wood joist)• Extended coverage (exposed)• – 20' spacing on pendent in lieu of 15' Use with all Tyco and Viking combustible concealed sprinklers • Tyco attic sprinkler head with wet system piping • (feed main and ridge installation) Exposed extended coverage sidewall sprinkler Listings for exposed pipe & fittings• – 24' extended coverage sidewall sprinkler, 12" drop, 155°F sprinkler head - 18' extended coverage sidewall sprinkler, 12" drop, 165°F sprinkler head – 16' extended coverage sidewall sprinkler, 12" drop, 175°F sprinkler head – 14' standard coverage sidewall sprinkler, 12" drop, 200°F sprinkler head Permitted for use with return air plenums with no set-back • at ceiling openings per NFPA 90A ULC or CUL Listed• Factory Mutual Approved• Factory Mutual Approval exposed• Factory Mutual Approval above drop-in ceilings• Factory Mutual Approval exposed w/ Soffi-Steel• ®** soffiting covering system VdS Approval• TFRI Approval• LPCB Approval• NSF Certification• Other Differentiation Size available up to 3"• Approved commercial product for over 25 years• Backed by over 50 years of CPVC resin and compound manufacturing experience• CPVC resin & compound from ISO 9001 manufacturing facilities• System chemical compatibility program (ancillary products) • backed by independent third party testing/verification Formal installation training program which has more than 25,000 graduates• Leader in new Listing and Approval developments• Dedicated CPVC system field consultants• CPVC pipe compound pressure rated by Plastics Pipe Institute• CPVC fitting compound pressure rated by Plastics Pipe Institute• Pipe compound cell class, 23547, exceeds the minimum allowable • ASTM requirements for CPVC tensile strength Fitting compound cell class, 24447, exceeds the minimum allowable • ASTM requirements for CPVC impact strength Refer to manufacturer’s installation instructions for product Listings and limitations prior to use. ** Soffi-Steel ® is a registered trademark of Grice Engineering * as manufactured by Durman, Harvel, IPEX, Nibco, Tyco and Viking Lubrizol Advanced Materials, Inc. BlazeMaster® Marketing Department 9911 Brecksville Road Cleveland, OH 44141-3201 USA 216-447-5000 888-234-2436 Fax: 216-447-5313 Chaussée de Wavre, 1945 1160 Brussels Belgium 32-2-678-19-11 Fax: 32-2-678-19-90 1107-1110 Shui On Centre 6-8 Harbour Road Wan Chai, Hong Kong 852-2508-1021 Fax: 852-2512-2241 The information contained herein is believed to be reliable, but no representations, guar antees or warranties of any kind are made as to its accuracy, suitability for particular applications or the results to be obtained therefrom. The information is based on laboratory work with small-scale equipment and does not necessarily indicate end product performance. Because of the variations in methods, conditions and equipment used commercially in processing these materials, no warranties or guarantees are made as to the suitability of the products for the applications disclosed. Full-scale testing and end product performance are the responsibility of the user. Lubrizol Advanced Materials, Inc. shall not be liable for and the customer assumes all risk and liability of any use or handling of any material beyond Lubrizol Advanced Materials, Inc.'s direct control. THE SELLER MAKES NO WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Nothing contained herein is to be considered as permission, rec ommendation, nor as an inducement to practice any patented invention without permission of the patent owner. QUALITY ASSURANCE PROGRAM BlazeMaster® pipe and fittings are produced to stringent quality standards, established by Lubrizol, that exceed ASTM and other industry standards. Lubrizol has partnered with eight high quality manufacturers of pipe and fittings to bring the BlazeMaster system to market. Each manufacturer of the pipe participates in a Quality Assurance Program that ensures that these high standards are maintained for your peace of mind. This program is unique to Lubrizol and includes testing on strength and ductility and other physical properties of the pipe as well as dimensional tolerances. Lubrizol remains the technology leader and primary source of CPVC materials worldwide. While we do not manufacture pipe and fittings, we maintain a close and active relationship with the pipe and fittings manufacturers. Ask for the details of the warranty program from these BlazeMaster manufacturers. For a complete listing of regional sales representatives and manufacturers, please visit our website at www.blazemaster.com. Printed in U.S.A. 02/10 BM 002 ® is a registered trademark of The Lubrizol Corporation. TM is a trademark of The Lubrizol Corporation. © The Lubrizol Corporation 2010, all rights reserved. From plumbing to siding to fire sprinkler systems and more... All the pieces have now come together to solve many of today's toughest building and industrial challenges. To contact a sales consultant, call 888.234.2436 ext. 447.7393 or visit our website at www.fbcbuildingsolutions.com. FlowGuard Gold® Pipe & Fittings FlowGuard® MultiPort CPVC Manifold FlowGuard® MultiPort Commercial System FlowGuard® Bendable Piping FlowGuard™ Flex Tubing BlazeMaster ® Fire Sprinkler Systems BlazeMaster ® Multipurpose System OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org July 12, 2022 Shasta Fire Protection 72120 Northshore St #C Thousand Palms, CA 92276 Re: Residential Fire Sprinkler Plan Review – CASA DEL GATO – MADISON LOT 19 FSS2022-0229 / 52741 ROSS AVE, 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 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. 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: 52741 ROSS AVE PERMIT#: FSS2022-0229 DATE ISSUED: 7/12/2022 DESCRIPTION: CASA DEL GATO / MADISON CLUB LOT 19 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 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.