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FSS2022-0249ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL AARON HICKSON 6/23/2022 6/23/2022 REQUESTED DOCUMENTS FOR REVIEW E-MAIL AARON HICKSON 6/24/2022 6/24/2022 SENT APPLICANT INSTRUCTIONS TO ATTACH DOCUMENTS E-MAIL AARON HICKSON 7/5/2022 7/5/2022 Regarding your phone call. FSS2022-0248 at 77760 Calle Colima does not have any attachments. FSS2022-0249 at 53465 Avenida Martinez has attachments but has the fire sprinkler plan for Calle Colima. So the reviews have not been added Since they are both incomplete. Please review your attachments for FSS2022-0248 and upload any missing items. And I can delete the incorrect documents. CONDITIONS Description: RESIDENTUAL FIRE SPRINKLER 13D Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: ISSUED Applied: 6/23/2022 ECON Parcel No: 774091023 Site Address: 53465 AVENIDA MARTINEZ LA QUINTA,CA 92253 Approved: 8/17/2022 KHET Subdivision: SANTA CARMELITA VALE LA QUINTA UNIT 20 Block: 211 Lot: 11 Issued: ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $5,000.00 Occupancy Type: Construction Type: Expired: 4/29/2023 KHET No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Thursday, April 13, 2023 3:32:20 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0249 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT HAYNES FIRE SYSTEMS P O BOX 265 NUEVO CA 92567 (951)312-2323 jerrypaulhaynes@aol.c om CONTRACTOR HAYNES FIRE SYSTEMS P O BOX 265 NUEVO CA 92567 (951)312-2323 jerrypaulhaynes@aol.c om OWNER IACONO JOHN G & NICOLE C FAMILY TRUST 1971 REDONDELA DR RANCHO PALOS VERDES CA 90275 (951)312-2323 Nicole5790@att.net INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 10/31/2022 10/31/2022 APPROVED FINANCIAL INFORMATION 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 $167.00 9/29/22 WEB13187 732451480 CREDIT 307848 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 9/29/22 WEB13187 732451480 CREDIT 307848 ECON Total Paid for FIRE FEES: $417.00 $417.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 9/29/22 WEB13187 732451480 CREDIT 307848 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 9/29/22 WEB13187 732451480 CREDIT 307848 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$433.00 $433.00 Printed: Thursday, April 13, 2023 3:32:20 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0249 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/28/2022 JACK LIMA 1ST SUBMITTAL - CALCULATIONS 53465 avenida martinez calculation.pdf 1 DOC 7/28/2022 JACK LIMA 1ST SUBMITTAL - WATER FLOW 53465 AVENIDA MARTINEZ WATER FLOW.pdf 1 DOC 7/28/2022 JACK LIMA BLAZEMASTER PIPE SPEC SHEET BLAZEMASTER PIPE.pdf 1 DOC 7/28/2022 JACK LIMA GLOBE 155 FIRE SPRINKLER SPEC SHEET globe res 155 FIRE SPRINKLERS.pdf 1 DOC 7/28/2022 JACK LIMA HANGER OFFSET SPEC SHEET pc-cpvc HANGER OFF SET.pdf 1 DOC 7/28/2022 JACK LIMA PIPE HANGER 28 m PIPE HANGER.pdf 1 DOC 7/28/2022 JACK LIMA 175 DEGREE SPRINKLER HEAD SPEC SHEET 175 degree sprinkler heads.pdf 1 BOND INFORMATION OVERHEAD ROUGH PIPING KHET 10/31/2022 10/31/2022 APPROVED Insp notes added as acceptable as builts. No further action needed FIRE FINAL**KHET 2/7/2023 2/7/2023 NOT READY No Fee REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH – ETRAKIT (1 DAY) AARON HICKSON 6/23/2022 6/24/2022 6/24/2022 PENDING DOCUMENTS 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 7/14/2022 7/28/2022 8/17/2022 APPROVED SEE ATTACHMENTS 2ND PERMIT TECH – ETRAKIT (1 DAY) AARON HICKSON 7/14/2022 7/15/2022 7/14/2022 COMPLETE DOCUMENTS UPLOADED REVIEWS ADDED PARENT PROJECTS Printed: Thursday, April 13, 2023 3:32:20 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0249 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/28/2022 JACK LIMA 1ST SUBMITTAL - (PLAN SHEET) 53456 AVENIDA MARTINEZ with calc.pdf 1 DOC 8/17/2022 KOHL HETRICK FSS2022-0249 - APPROVED PLANS AND CALCS.pdf FSS2022-0249 - APPROVED PLANS AND CALCS.pdf 1 DOC 8/17/2022 KOHL HETRICK FSS2022-0249 - COA AND JOB CARD.pdf FSS2022-0249 - COA AND JOB CARD.pdf 1 DOC 10/31/2022 KOHL HETRICK FSS2022-0249 - 10-31- 2022 - Insp Notes.pdf FSS2022-0249 - 10-31- 2022 - Insp Notes.pdf 1 Printed: Thursday, April 13, 2023 3:32:20 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0249 SITECL.MASTER BATHBATH. 3BEDROOM #3BEDROOM #2HALLWAYCL.MASTER BEDROOMLAUNDRYW.I.CL.DEN/BEDROOM #4CL.GREAT ROOMKITCHEN2 CAR GARAGESITE PLAN / REFLECTIVE CEILING PIPING PLANENTAPN: 774 - 091- 023LOT 23AVENIDA MARTINEZPLPLPLRWSITE PLAN / REFLECTIVE CEILING PIPING PlanScale: 1/8"=1'-0"TYPE V-B NON-RATEDR-3R-1OCCUPANCY:ZONING:3/4" METERWATERMETER UP 3' UP 3' DOWN 2' DOWN 2'CLG 12' DOMESTIC SHUT OFFFIRE SPRINKLER RISERSECTION ASECTION ASECTION AHYDRAULIC NODE LOCATIONSSEE RISER DETAIL FOR1" SYSTEM RISERAPPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST08/17/2022 12:51:51 PMThe 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 # -FSS2022-0249Kohl HetrickReason: I am approving this documentContact Info: 760-409-5109 SITECL.MASTER BATHBATH. 3BEDROOM #3BEDROOM #2HALLWAYCL.MASTER BEDROOMLAUNDRYW.I.CL.DEN/BEDROOM #4CL.GREAT ROOMKITCHEN2 CAR GARAGESITE PLAN / REFLECTIVE CEILING PIPING PLANENTAPN: 774 - 091- 023LOT 23AVENIDA MARTINEZPLPLPLRWSITE PLAN / REFLECTIVE CEILING PIPING PlanScale: 1/8"=1'-0"TYPE V-B NON-RATEDR-3R-1OCCUPANCY:ZONING:3/4" METERWATERMETER UP 3' UP 3' DOWN 2' DOWN 2'CLG 12' DOMESTIC SHUT OFFFIRE SPRINKLER RISERSECTION ASECTION ASECTION AHYDRAULIC NODE LOCATIONSSEE RISER DETAIL FOR1" SYSTEM RISERAPPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST08/17/2022 12:51:51 PMThe 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 # -FSS2022-0249Kohl HetrickReason: I am approving this documentContact Info: 760-409-5109 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Chandler Fire Safety Iacono no, 2 (v1) Cleveland, TX 77327 Page 1 General Project Data Report General Data Project Title: Iacono no, 2 (v1) Project File Name: Iacono no. 2 (v1) calculation..fiw Designed By: dc Date: 1/28/22 Code Reference:Approving Agency: "T" RUNS SHOWN AS 1 EXTRA FT OF PIPE / B = ANGLE VALVE Client Name:Phone: Address:City, State Zip Code: Company Name:Representative: Company Address:City And State: Phone: Building Name: Kitchen: 2 heads (16 x 16) Building Owner: Contact at Building: Jerry Haynes Phone at Building: (951) 312-2323 Address Of Building:City, State Zip Code: La Quinta, CA 92253 APN: 774-091-024 Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft² Maximum Area Per Sprinkler: 256 ft² Default Sprinkler K-Factor: 0.00 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: GLOBE Model:4906 Size:7/16 Temperature Rating: 155 F Water Supply Test Data Source Of Information: CVWD Test Hydrant ID:Date Of Test: 1/5/22 Hydrant Elevation: 0 ft Static Pressure: 92.30 psi Test Flow Rate: 2300.00 gpm Test Residual Pressure: 86.60 psi Calculated System Flow Rate: 31.03 gpm Calculated Inflow Residual Pressure: 60.40 psi Available Residual Pressure At System Flow:92.3 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Maximum Water Velocity: 0.00 ft/s Maximum Frictional Loss / 100 feet: 20.00 psi Number Of Active Nodes: 15 Number Of Active Pipes: 17 Number Of Inactive Pipes: 33 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 D:\ ...\Iacono no. 2 (v1) calculation.fiw Friday, January 28, 2022, 7:31 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Chandler Fire Safety Iacono no, 2 (v1) Cleveland, TX 77327 Page 2 Fire Sprinkler Output Data Overall Pipe Output Data Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 1 4.90 10.00 13.02 7.07 1.00 13.02 0.03078 0.50 0.169 2 0.00 10.50 0.00 7.02 1.101 13.02 T 5.00 -0.217 CPVC 150 4.39 0 5.50 -0.047 2 0.00 10.50 0.00 7.02 1.00 2.43 0.00138 11.00 0.017 4 0.00 10.50 0.00 7.00 1.101 2.43 ----- 1.00 0.000 CPVC 150 0.82 0 12.00 0.017 3 4.90 10.00 13.01 7.05 1.00 13.01 0.03062 0.50 0.168 4 0.00 10.50 0.00 7.00 1.101 12.99 T 5.00 -0.217 CPVC 150 4.38 0 5.50 -0.048 2 0.00 10.50 0.00 7.02 1.00 0.00 0.04225 13.50 1.077 5 0.00 10.50 0.00 8.10 1.101 15.46 ET 12.00 0.000 CPVC 150 5.21 0 25.50 1.077 4 0.00 10.50 0.00 7.00 1.00 10.58 0.02094 30.00 1.089 6 0.00 10.50 0.00 8.09 1.101 10.58 2ET 22.00 0.000 CPVC 150 3.56 0 52.00 1.089 5 0.00 10.50 0.00 8.10 1.00 3.80 0.00316 11.00 0.054 7 0.00 10.50 0.00 8.15 1.101 3.80 T 6.00 0.000 CPVC 150 1.28 0 17.00 0.054 6 0.00 10.50 0.00 8.09 1.00 4.12 0.00366 10.00 0.059 7 0.00 10.50 0.00 8.15 1.101 4.12 T 6.00 0.000 CPVC 150 1.39 0 16.00 0.059 6 0.00 10.50 0.00 8.09 1.00 6.46 0.00841 42.00 0.488 8 0.00 10.50 0.00 8.58 1.101 6.46 ET 16.00 0.000 CPVC 150 2.18 0 58.00 0.488 7 0.00 10.50 0.00 8.15 1.00 0.00 0.01227 32.00 0.429 8 0.00 10.50 0.00 8.58 1.101 7.92 ----- 3.00 0.000 CPVC 150 2.67 0 35.00 0.429 5 0.00 10.50 0.00 8.10 1.00 11.65 0.02506 64.00 2.405 9 0.00 8.50 0.00 11.37 1.101 11.65 3ET 32.00 0.866 CPVC 150 3.93 0 96.00 3.271 8 0.00 10.50 0.00 8.58 1.00 0.00 0.03697 22.00 1.922 9 0.00 8.50 0.00 11.37 1.101 14.38 4E 30.00 0.866 CPVC 150 4.85 0 52.00 2.788 9 0.00 8.50 0.00 11.37 1.00 0.00 0.11086 5.00 1.330 60 0.00 8.50 0.00 12.70 1.101 26.03 E 7.00 0.000 CPVC 150 8.77 0 12.00 1.330 D:\ ...\Iacono no. 2 (v1) calculation.fiw Friday, January 28, 2022, 7:31 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Chandler Fire Safety Iacono no, 2 (v1) Cleveland, TX 77327 Page 3 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 60 0.00 8.50 0.00 12.70 1.00 0.00 0.11086 10.50 2.893 100 0.00 -2.00 5.00 20.14 1.101 26.03 EC 15.60 4.547 CPVC 150 8.77 0 26.10 7.440 100 0.00 -2.00 5.00 20.14 1.00 5.00 0.15344 4.00 1.381 120 0.00 -2.00 0.00 21.52 1.101 31.03 T 5.00 0.000 CPVC 150 10.46 0 9.00 1.381 120 0.00 -2.00 0.00 21.52 1.00 0.00 0.21329 32.00 7.316 140 0.00 -2.00 0.00 28.83 1.029 31.03 E 2.30 0.000 SCHEDULE 40 PVC 150 11.97 0 34.30 7.316 140 Meter -2.00 28.83 31.03 150 22.00 psi -2.00 50.90 150 0.00 -2.00 0.00 50.90 1.00 0.00 0.32735 15.00 9.493 160 0.00 -2.00 0.00 60.40 0.995 31.03 B 14.00 0.000 TYPE K COPPER TUBE 130 12.80 0 29.00 9.493 D:\ ...\Iacono no. 2 (v1) calculation.fiw Friday, January 28, 2022, 7:31 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Chandler Fire Safety Iacono no, 2 (v1) Cleveland, TX 77327 Page 4 Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Sprinkler Node No. Area Group Code Sprinkler KFactor (K) Sprinkler Elevation (feet) Residual Pressure (psi) Flowing Area (ft²) Flowing Density (gpm/ft²) Sprinkler Discharge (gpm) 1 4.90 10.00 7.07 256.00 0.051 13.02 Sub Totals For Non-Group 256.00 0.051 13.02 3 4.90 10.00 7.05 256.00 0.051 13.01 Sub Totals For Non-Group 256.00 0.051 13.01 Totals For All Groups 512.00 0.051 26.04 D:\ ...\Iacono no. 2 (v1) calculation.fiw Friday, January 28, 2022, 7:31 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Chandler Fire Safety Iacono no, 2 (v1) Cleveland, TX 77327 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:3 HMD Actual Residual Pressure:7.05 psi HMD Actual Flow:13.01 gpm Sprinkler Summary Sprinkler System Type:Wet Specified Area Of Application: 512.00 ft² Minimum Desired Density:0.050 gpm/ft² Application Average Density:0.051 gpm/ft² Application Average Area Per Sprinkler: 256.00 ft² Sprinkler Flow:26.04 gpm Average Sprinkler Flow:13.02 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 150 - 160 ) 12.80 ft/sec Maximum Velocity Pressure ( In Pipe 150 - 160 ) 1.10 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0093 psi Actual Average Nodal Pressure Imbalance: 0.0021 psi Actual Maximum Nodal Flow Imbalance: 0.0224 gpm Actual Average Nodal Flow Imbalance: 0.0030 gpm Overall Network Summary Number Of Unique Pipe Sections: 17 Number Of Flowing Sprinklers:2 Pipe System Water Volume:11.94 gal Sprinkler Flow:26.04 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:60.40 psi Demand Flow At System Inflow Node: 31.03 gpm D:\ ...\Iacono no. 2 (v1) calculation.fiw Friday, January 28, 2022, 7:31 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Chandler Fire Safety Iacono no, 2 (v1) Cleveland, TX 77327 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 92 87 83 0 10 20 30 40 50 60 70 80 90 100 3 6 9 12 15 18 21 24 27 30 Supply Curve Data Static Pressure: 92.3 psi Test Residual Pressure: 86.6 psi Test Flow Rate: 2300 gpm Demand Curve Data Calculated Residual Pressure: 60.40 psi Calculated Flow Rate: 31.03 gpm Excess Available Residual Pressure At Calculated Flow: 31.9 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi D:\ ...\Iacono no. 2 (v1) calculation.fiw Friday, January 28, 2022, 7:31 PM BLAZEMASTER CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet Page 1 of 2 APRIL 2016 TFP1915 Worldwide Contacts www.tyco-fire.com General Description TYCO CPVC Pipe and Fittings pro- duced by Tyco Fire Protection Prod- ucts (TFPP) are designed exclusively for use in wet pipe automatic fire sprinkler systems. The TYCO CPVC Pipe and Fittings are produced from BLAZEMASTER CPVC compound that is a specially developed thermo- plastic compound composed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TYCO CPVC Pipe and Fittings are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapt- ers are available to connect CPVC pipe to metallic piping. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. NOTICE The CPVC Pipe and Fittings produced with BLAZEMASTER CPVC compound described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Technical Data Sizes 3/4 Inch thru 3 Inch Maximum Working Pressure175 psi Approvals UL and C-UL Listed FM Approved LPCB Approved NSF Certified MEA Approved City of Los Angeles (Refer to Installation Handbook IH-1900 dated June 2008 for exact listing/approval information.) Manufacture Source U.S.A. MaterialPipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40) ASTM F439 (Sch. 80) ASTM F1970 ColorOrange Installation TYCO CPVC Pipe and Fittings are to be to be installed in accordance with Installation Handbook IH-1900 dated April 2016. GLOBAL HEADQUARTERS | 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 TFP1915 Page 2 of 2 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. BLAZEMASTER is a trademark of The Lubrizol Corporation. Care and Maintenance TYCO CPVC Pipe and Fittings are to be maintained and serviced in accordance with this section. Before closing a fire protection system control valve for inspection or main- tenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must first be obtained from the proper authorities and all person- nel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and de-vices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authority having juris- diction. Contact the installing contrac- tor or product manufacturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com TOLCO™Fig. 28 - “Stand-Off” Hanger & Restrainer for CPVC Plastic Pipe Size Range:— 3/4"(20mm)through 2"(50mm) Material:— Steel, Pre-Galvanized Function:— Designed to be used as a hanger and restrainer for CPVC piping where the "stand-off" design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces. • Unique twist and lock design holds pipe firmly in place and allows retrofit type of installation. • The "Stand-Off" design eliminates the need for wood block extension. • Can be installed on horizontal or vertical piping regardless of mounting surface orientation. • Attaches easily to wood structure with two hex head self-threading screws furnished with product. • Installs easily using rechargeable electrical driver with 5/16"(7.9mm)extension socket eliminating impact tool damage to pipe. • Attaches easily to steel, minimum 18 gauge (1.024mm)with (2) 1/4" x 1" tek type self drilling tapping screws. • UL Listed as a hanger and a restrainer for fire sprinkler piping. Approvals:— Underwriters Laboratory Listed in the USA (UL)and Canada (cUL)to support automatic fire sprinkler systems. May be installed into wood using fasteners supplied with product, or into minimum 18 gauge steel using (2) 1/4" x 1" tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28 satisfies the UL vertical restraint requirement where needed. UL Listed as a hanger and vertical restraint when installed on 3/8"(9.5mm)composite wood material. Use two Fig. 27B Speed Nuts when used as a hanger and restraint. Use one Fig. 27B Speed Nut on the upper installed screw when used as a hanger only. Order by:— Part number and pipe size. Pat. # 7,455,268, Pat. # 7,832,248 C A B Pipe Size ABCApprox. Wt./100 Part No.in. (mm) in. (mm) in. (mm) in. (mm)lbs. (kg) 28-3/4 3/4"(20)31/32"(77.0)2"(50.8)31/2"(88.9)18 (8.1) 28-1 1"(25)35/16"(84.1)23/16"(55.6)31/2"(88.9)21 (9.5) 28-11/4 11/4"(32)35/8"(92.1)23/8"(60.3)31/2"(88.9)23 (10.4) 28-11/2 11/2"(40)4"(101.6)21/2"(63.5)31/2"(88.9)31 (14.0) 28-2 2"(50)41/2"(114.3)211/16"(68.3)35/8"(92.1)34 (15.4) Hanger Application Hanger and Restraint Application Fig. 27B (2) Required Fig. 27B (1) Required High Side of Hanger ApplicationPipe Clamps Pipe Clamps All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 101 B-Line series Pipe Hangers & SupportsEaton TOLCO™Fig. 28M - Offset Hanger & Restrainer for CPVC Plastic Pipe Size Range:3/4"(20mm)thru 2"(32mm) Material:Steel, Pre-Galvanized Function:Designed to be used as a hanger and restrainer for CPVC piping where the “stand-off” design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces • Unique snap-on design holds pipe firmly in place and allows retrofit type of installation • The “Stand-Off” design eliminates the need for wood block extension • Can be installed on horizontal or vertical piping regardless of mounting surface orientation • Attaches easily to wood structure with two hex head self-threading screws furnished with product • Installs easily using rechargeable electrical driver with 5/16”(7.9mm)extension socket eliminating impact tool damage to pipe • Attaches easily to steel, minimum 18 gauge (1.024mm)with (2) 1/4” x 1” tek type self drilling tapping screws • cULus Listed as a hanger and a restrainer for fire sprinkler piping Installation Note:When installed in wood structural members and threads from the #10 x 1" screws are exposed, use Fig. 27B speed nut to secure Approvals:Underwriters Laboratory Listed in the USA (UL)and Canada (cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28M satisfies the UL vertical restraint requirements where needed. Order By:Part number and pipe size Patent #7,744,042 C A B Pipe Size A Hole Dia. B C Max Spacing* Approx. Wt./100 Part No.in. (mm) in. (mm) in. (mm) in. (mm)in. (mm)lbs. (kg) 28M-3/4 3/4"(20)2"(50.8)3/16"(4.8)35/16"(84.1)5’-6”(1676)9 (4.1) 28M-1 1"(25)21/8"(54.0)3/16"(4.8)31/2"(88.9)6’-0”(1829)12 (5.4) 28M-11/4 11/4"(32)25/16"(58.7)3/16"(4.8)31/2"(88.9)6’-6”(1981)13 (5.9) 28M-11/2 11/2"(49)27/16"(61.9)3/16"(4.8)37/8"(98.4)7’-0”(2133)14 (6.3) 28M-2 2"(50)25/8"(66.7)3/16"(4.8)47/16"(112.7)8’-0”(2438)15 (6.8) * Required per NFPA 13 for CPVC plastic pipe Hanger and Restraint Application Restraint Restraint Detail A Hanger Application Fig. 27B (2) Required Fig. 27B (1) Required High Side of Hanger Pipe Clamps Pipe Clamps 102 Eaton All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 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HPRUK&WKJLU% GHWQLD3HWLK: VVDU%WKJLU% HPRUK&QLWD6 VHKVLQL)GHWQLD3UHKW2 731PF/*FLUWHP;; /('20 )2$(5$080,;$0 (*$5(92& (*5$+&6,'5(7$:080,1,0 5(/.1,5365(3'('((16(5866(53 [ ,6303* [ ,6303* [ ,6303* [ ,6303* [ ,6303* /* 71('1(3'(/$(&12&(7$/37$/)(/%$768-'$+&1,(12 ;$0 1,0 (7$/35(92&*1,/,(& //(+67523386 38& 527&(/)(' 1,3325' [ 5(&8'(5 $,' 1,0$,' *1,/,(&1,(/2+ (7$/35(92& (=,6 )(7,+: 75$3 )(025+& 75$3 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org August 17, 2022 Haynes Fire Systems PO Box 265 Nuevo, CA 92567 Re: Residential Fire Sprinkler Plan Review – IACONO FSS2022-0249 / 53465 AVENIDA MARTINEZ, 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: 53465 AVENIDA MARTINEZ PERMIT#: FSS2022-0249 DATE ISSUED: 8/17/2022 DESCRIPTION: IACONO – RES SPRINKLER CONTRACTOR: HAYNES FIRE 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 Insp ector 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 part y 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.