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LAQ-16-RS-087 Andalusia Plan 25ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL AJ ORTEGA 12/19/2016 12/19/2016 EMAIL SENT TO JODY IDENTIFYING VIOLATIONS OF DEBRIS CONTAINMENT AND SITE GRADING, WAITING FOR RESPONSE TO DETERMINE TIME TABLE AND PRIORITY TO CORRECT. E-MAIL JAMES WIATRAK 9/28/2018 9/28/2018 Contractor requested a permit extension via email on 9/27/18. I emailed the contractor back and approved a 90 day extension (from the date the expiration fees are paid) provided the contractor pay the reinspection fees due within 10 days of this date. This would extend the permit to sometime in December, 2018. NOTE BURT HANADA 7/14/2016 7/14/2016 ESGIL FEE MOCKUP SHEET EMAILED TO KURT CULVER. NOTE BURT HANADA 8/17/2016 8/19/2016 2ND STRUCTURAL REVIEW NOT APPROVABLE. NOTIIFIED POAM THAT STRUCTURAL CORRECTIONS ARE AVAILABLE. Description: JONES; 3652 SFD; 646-130-028 Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 6/17/2016 TSA Parcel No: 646130028 Site Address: 48720 SAN LUCAS LA QUINTA,CA 92253 Approved: 9/1/2016 JJO Subdivision: LA QUINTA GOLF ESTATES 1 Block: Lot: 59 Issued: 9/30/2016 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 1/28/2019 crw Valuation: $332,632.60 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: NEW SFD THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALL, DRIVEWAY APPROCH, WATER FEATURES, OR BBQ. HOME IS FIRE SPRINKLED PER 2013 CRC CODES REVISION 1 - REVISED ATTIC ASSEMBLY, REVISED ENERGY REPORT INCLUDING FENESTRATION CHANGES. Printed: Wednesday, February 28, 2024 4:07:27 PM 1 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 NOTE MARY FASANO 7/8/2016 7/8/2016 JODY CAME IN TO PICK UP PLANS BUT THE NON STRUCTURAL WAS NOT LOOKED AT BY BURT. IT NEVER SHOWED ON HIS WORKSPACE. WE GAVE JODY THE STRUCTURAL CALCS AND RED LINED STRUCTURAL PLANS. NOTE MARY FASANO 8/16/2016 8/16/2016 RECEIVED FROM ESGIL. PUT STRUCTURAL SET ON BURT'S DESK PER HIS REQUEST. PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED KAY HENSEL 7/6/2016 7/6/2016 STRUC RFC 7/6/2016 PLAN CHECK SENT TO OUTSIDE PC RAMSES SEVILLA 6/17/2016 6/17/2016 PLAN CHECK SENT TO OUTSIDE PC STEPHANIE KHATAMI 8/3/2016 8/3/2016 PLAN CHECK SUBMITTAL RECEIVED RAMSES SEVILLA 6/17/2016 6/17/2016 PLAN CHECK SUBMITTAL RECEIVED RAMSES SEVILLA 8/30/2016 8/30/2016 PER JJ ONE WEEK REVIEW STRUC HE TALK TO JODY JONES AND ESGIL PLAN CHECK/PERMIT EXTENSION AJ ORTEGA 3/29/2018 4/2/2018 PERMIT EXTENSION REQUEST GRANTED FOR 180-DAYS FROM ORIGINAL EXPIRATION DATE OF 11/18/2017 TO MAY 17, 2018 TO SUCCESSFULLY PASS NEXT REQUIRED INSPECTION. PUBLIC COUNTER VISIT AARON HICKSON 1/15/2019 1/15/2019 JODY JONES PICKED UP REV-1 TITLE 24 AND PAID FEE PUBLIC COUNTER VISIT BURT HANADA 7/14/2016 7/14/2016 JODY JONES PICKED UP 1 SET PLANS, ENERGY DOCUMENTS AND CORRECTION COVERSHEET. PUBLIC COUNTER VISIT JACK LIMA 9/28/2018 9/28/2018 JODY JONES CAME IN TO PAY FEES ASSOCIATED WITH HIS EXTENSION PER JW. JW IS REQUIRING ONLY ONE REINSPECTION FEE. PUBLIC COUNTER VISIT JACK LIMA 10/5/2018 10/5/2018 MR. JODY JONES PROVIDED (2) REVISED SETS OF PLANS AND (2) TITLE 24. THE REVISIONS ARE FOR INSULATION, REVISED HVAC LAYOUT, AND WINDOW AND DOOR T-24. FIRST SUBMITTAL WAS NEVER BROGHT BACK FROM CORRECTIONS. THIS IS A SECOND SUBMITTAL BUT NO FIRST WAS SUBMITTED. Printed: Wednesday, February 28, 2024 4:07:27 PM 2 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT MIKE MENDOZA P.O. BOX 692 DESERT HOT SPRINGS CA (760)275-1816 ARCHITECT MIKE MENDOZA P.O. BOX 692 DESERT HOT SPRINGS CA (760)275-1816 CONTRACTOR JODY JONES DEVELOPMENT CORPORATION 78-060 CALLE ESTADO LA QUINTA CA 92253 (760)275-1816 OWNER JODY JONES DEVELOPMENT CORPORATION 78-060 CALLE ESTADO LA QUINTA CA 92253 (760)275-1816 jody@jonesdevcorp.co m CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES READY TO ISSUE CHECKLIST BURT HANADA 8/17/2016 9/30/2016 COMPLETE HOA APPROVAL.REQUIRED HOA RECEIVED NEED TRUSS LETTER FROM EOR. PUBLIC COUNTER VISIT AJ ORTEGA JODY JONES (760)285-8712 CAME TO THE COUNTER, WOULD LIKE TO MEET WITH YOU REGARDGING THE PAD HEIGHT. PLEASE CALL TO SET UP A TIME TODAY PREFERABLY. RESUBMITTAL STEPHANIE KHATAMI 8/3/2016 8/3/2016 TELEPHONE CALL JAKE FUSON 5/8/2017 5/8/2017 NOTIFIED JODY JONES THAT REVISION 1 - 1ST REVIEW PLAN CHECK WAS COMPLETE AND REVISIONS WERE REQUIRED. TELEPHONE CALL JAKE FUSON 10/8/2018 10/8/2018 NOTIFIED JODY JONES THAT PLAN REVIEW WAS COMPLETE, AND THE CORRECTIONS APPEAR TO NOT HAVE BEEN ADDRESSED. HE STATED HE WOULD COME PICK UP THE PREVIOUS CORRECTION LIST TO ENSURE THE DESIGN PROFESSIONAL ADDRESSES ALL 1ST REVIEW PLAN CHECK CORRECTIONS PRIOR TO RESUBMITTAL. TELEPHONE CALL JAKE FUSON 1/15/2019 1/15/2019 NOTIFIED JODY JONES THAT REVISION 1 WAS APPROVED AND READY FOR FEE PAYMENT AND PICKUP. CONDITIONS Printed: Wednesday, February 28, 2024 4:07:27 PM 3 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY PLAN CHECK/PERMIT EXTENSION PROCESSING 101-0000-42600 0 $104.55 $104.55 4/2/18 R33768 BRES2016- 0169 CREDIT CARD JODY JONES DEVELOPMENT CORPORA MFA Total Paid for ADMINISTRATIVE: $104.55 $104.55 ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $331.58 $331.58 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for ART IN PUBLIC PLACES - AIPP: $331.58 $331.58 HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 0.5 $78.00 $78.00 9/28/18 R39819 0001 CREDIT CARD JODY JONES DEVELOPMENT CORPORA JLIM HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 0.5 $80.00 $80.00 10/9/18 R40153 BRES2016- 0169 CREDIT CARD JODY JONES DEVELOPMENT CORPORA SSW HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 0.5 $80.00 $80.00 1/15/19 R43169 0001 CREDIT CARD JODY JONES AHI Total Paid for BLDG CITY STAFF - PER HOUR: $238.00 $238.00 BSAS SB1473 FEE 101-0000-20306 0 $14.00 $14.00 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $14.00 $14.00 Credit Card Fee 101-0000-43505 0 $1.44 $1.44 1/15/19 R43169 0001 CREDIT CARD JODY JONES AHI Credit Card Fee 101-0000-43505 0 $1.40 $1.40 9/28/18 R39819 0001 CREDIT CARD JODY JONES DEVELOPMENT CORPORA JLIM Credit Card Fee 101-0000-43505 0 $1.88 $1.88 4/2/18 R33768 BRES2016- 0169 CREDIT CARD JODY JONES DEVELOPMENT CORPORA MFA Printed: Wednesday, February 28, 2024 4:07:27 PM 4 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY Credit Card Fee 101-0000-43505 0 $1.44 $1.44 10/9/18 R40153 BRES2016- 0169 CREDIT CARD JODY JONES DEVELOPMENT CORPORA SSW Total Paid for Credit Card Fee: $6.16 $6.16 DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 Printed: Wednesday, February 28, 2024 4:07:27 PM 5 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY SERVICES 101-0000-42403 0 $24.17 $24.17 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA SERVICES PC 101-0000-42600 0 $12.09 $12.09 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA TEMP POWER SERVICE PC 101-0000-42600 0 $16.92 $16.92 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for ELECTRICAL: $77.35 $77.35 RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $61.65 $61.65 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $25.40 $25.40 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $279.94 $279.94 RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF 101-0000-42408 0 $36.26 $36.26 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Printed: Wednesday, February 28, 2024 4:07:27 PM 6 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF PC 101-0000-42600 0 $181.29 $181.29 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for GRADING: $217.55 $217.55 CONDENSER/COMPRES SOR 101-0000-42402 0 $108.78 $108.78 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA CONDENSER/COMPRES SOR PC 101-0000-42600 0 $72.51 $72.51 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA FURNACE 101-0000-42402 0 $108.78 $108.78 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA FURNACE PC 101-0000-42600 0 $72.51 $72.51 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA VENT FAN 101-0000-42402 0 $84.63 $84.63 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA VENT FAN PC 101-0000-42600 0 $33.81 $33.81 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for MECHANICAL: $497.94 $497.94 Printed: Wednesday, February 28, 2024 4:07:27 PM 7 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY MULTI-SPECIES RESIDENTIAL 0-8 UNITS - 2016 UPDATE 101-0000-20310 0 $1,221.00 $1,221.00 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for MULTI-SPECIES RESIDENTIAL: $1,221.00 $1,221.00 NEW CONSTRUCTION PERMIT 101-0000-42400 0 $656.05 $656.05 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for NEW CONSTRUCTION PERMIT: $656.05 $656.05 NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $750.00 $750.00 6/17/16 R16427 3115 CHECK JODY JONES DEVELOPMENT CORPORA TSA NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $638.92 $638.92 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,388.92 $1,388.92 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA FIXTURE/TRAP 101-0000-42401 0 $193.44 $193.44 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Printed: Wednesday, February 28, 2024 4:07:27 PM 8 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIXTURE/TRAP PC 101-0000-42600 0 $193.44 $193.44 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $24.17 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA ROOF DRAIN 101-0000-42401 0 $157.17 $157.17 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA ROOF DRAIN PC 101-0000-42600 0 $157.17 $157.17 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA WATER HEATER/VENT 101-0000-42401 0 $24.18 $24.18 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA WATER HEATER/VENT PC 101-0000-42600 0 $14.50 $14.50 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for PLUMBING FEES: $865.61 $865.61 SMI - RESIDENTIAL 101-0000-20308 0 $43.24 $43.24 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $43.24 $43.24 Printed: Wednesday, February 28, 2024 4:07:27 PM 9 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES UNDERGROUND PLBG AOR 10/21/2016 10/21/2016 APPROVED DOES NOT INCLUDE PAD ELEVATION APPROVAL, LOWERING OF FORMS MAY REQUIRE REINSPECTION OF UG PIPING. FOOTINGS JFU 11/1/2016 11/1/2016 PARTIALLY APPROVED -PROVIDE PHOTOS OF (2) MISSED PAD FOOTINGS NEAR FRONT ENTRY DOOR- PROVIDE TOP OF FORM CERTIFICATION PRIOR TO POUR*NOTE: THIS APPROVAL DOES NOT INCLUDE THE GARAGE SLAB. SEE SLAB INSPECTION NOTES. SLAB JFU 11/1/2016 11/1/2016 PARTIALLY APPROVED DOES NOT IN LUDE GARAGE SLAB. ADDITIONAL INSPECTION OF THIS AREA IS REQUIRED. UNDERGROUND ELEC JFU 11/1/2016 11/1/2016 APPROVED SLAB DCL 11/7/2016 11/7/2016 APPROVED W/EXCEPTIO N PAD CERT STILL REQUIREDPHOTOS OF MISSED PAD FOOTINGS STILL REQUIRED TEMPORARY POWER DCL 11/10/2016 11/10/2016 DISAPPROVE D 2ND GROUNDING ROD WITHIN 6' OF 1ST GROUNDING ROD REQUIRED.2ND GROUNDING ROD REQUIRED TEMPORARY POWER DCL 11/16/2016 11/16/2016 APPROVED 2ND GROUNDING ROD INSTALLED. APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 9/30/16 R18788 5545 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$14,673.33 $14,673.33 Printed: Wednesday, February 28, 2024 4:07:27 PM 10 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 ROOF NAIL DCL 12/19/2016 12/19/2016 DISAPPROVE D - NO APPROVED PLAN SET OR JOB CARD ON SITE- NO LADDER FOR ROOF ACCESS ROOF NAIL DCL 12/21/2016 12/21/2016 CANCELED CANCELLED DUE TO RAIN. INFORMED FRAMING CONTRACTOR ON SITE TO RECALL INSPECTION AFTER WEATHER CLEARS AND WOOD DRIES OUT. ROOF NAIL DCL 12/27/2016 12/27/2016 CANCELED NO TRASH CONTAINER ON SITEDEBRIS NOT CLEANED UP ON SITE ROOF NAIL DCL 12/30/2016 12/30/2016 CANCELED - OBSERVED TRASH BIN AND DEBRIS NETTING- NO INSPECTION APPROVAL DUE TO RAIN. LUMBER NEEDS TO DRY OUT. ROOF NAIL DCL 1/3/2017 1/3/2017 APPROVED - INSTALL REMAINING ROOF DRAINS, SEE PLAN FOR DETAILS - REMAINING ROOF DRAINS INSTALLED. STATUS UPDATED. SEPTIC SYSTEM JFU 3/22/2017 3/22/2017 APPROVED W/EXCEPTIO N HEALTH DEPARTMENT APPROVAL OF REVISED SEPTIC TANK AND SEEPAGE PIT LOCATIONS REQUIRED PRIOR TO FINAL INSPECTION. Printed: Wednesday, February 28, 2024 4:07:27 PM 11 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 FRAMING JFU 3/22/2017 3/22/2017 DISAPPROVE D -PLANS MUST BE REVISED TO REFLECT THE CHANGE IN ATTIC TYPE TO AN UNVENTED ATTIC ASSEMBLY. ADDITIONALLY, TITLE 24 DOCUMENTS MUST BE REVISED TO REFLECT THE NEW ATTIC TYPE, DUCT LOCATION, ETC -REVISE PLAN TO REFLECT CHANGES IN LIGHTING TYPE/QUANTITY -REVISE PLAN TO OMIT FIREPLACE AT MASTER BEDROOM -FENESTRATION VALUES DO NOT MATCH TITLE 24 REPORT, REVISE REPORT AS NEEDED. -COMPLETE THE INSTALLATION OF WINDOWS AT NORTH EXTERIOR WALL. CHECK FENESTRATION VALUES. -PIPE CONDENSATE DRAINS AT BOTH EAST FAU CLOSETS -INSTALL LINESET FROM FAU TO OUTDOORS AT SOUTHEAST CORNER OF HOME -APPLY TOP PLATE FIX PER 7/SD1 TO TOP PLATE PENETRATIONS AROUND THROUGHOUT HOME -BONDING WIRES MUST BE GREEN, BARE, OR OTHER APPROVED IDENTIFICATION. -INSTALL ATTIC ACCESS (FRAME OPENINGS) -INSTALL FIREBLOCKING AT FIREPLACE AREA OF MASTER BEDROOM (PENDING PLAN CHANGE TO OMIT FIREPLACE) NOTE: ALL AREAS AROUND FOUNDATION THAT WERE EXCAVATED IN ORDER TO INSTALL THE SEPTIC SYSTEM MUST BE COMPACTED AND A COMPACTION REPORT MUST BE PROVIDED PRIOR TO FINAL INSPECTION. SEE ATTACHED PHOTO. Printed: Wednesday, February 28, 2024 4:07:27 PM 12 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 OKAY TO WRAP JFU 3/22/2017 3/22/2017 APPROVED VERIFY AT NEXT INSPECTION:-EXTEND LINESET THROUGH EXTERIOR WALL AT SOUTHEST CORNER OF HOME-(4) WINDOWS AT NORTH SIDE YARD ARE YET TO BE INSTALLED. VERIFY FLASHING AND VALUES AT NEXT INSPECTIONNOTE: WINDOW VALUES DO NOT MATCH TITLE 24 DOCUMENTS. TITLE 24 MUST BE REVISED TO SHOW ACCURATE WINDOW VALUES, IN ADDITION TO OTHER CHANGES NOTED IN THE FRAMING COMBINATION INSPECTION NOTES. CORRECTIONS RESOLVED, PENDING APPROVAL OF REVISED PLANS. ROUGH ELEC JFU 3/22/2017 3/22/2017 DISAPPROVE D SEE FRAMING INSPECTION NOTES. ROUGH MECH JFU 3/22/2017 3/22/2017 DISAPPROVE D SEE FRAMING INSPECTION NOTES. ROUGH PLBG JFU 3/22/2017 3/22/2017 DISAPPROVE D SEE FRAMING INSPECTION NOTES. FRAMING JFU 5/2/2017 5/2/2017 APPROVED W/EXCEPTIO N THE FOLLOWING CORRECTION MUST BE RESOLVED AT THE INSULATION INSPECTION: -APPLY TOP PLATE PENETRATION FIX DETAIL 7/SD1 TO ROOF DRAIN AND LINESET PENETRATIONS AT GARAGE, BEDROOM 4, AND BED 4 BATH ADDITIONALLY, THIS APPROVAL DOES NOT INCLUDE FIREPLACES AT GREAT ROOM AND MASTER BEDROOM. THEY MUST EB INSPECTED IN THEIR ENTIRETY AT THE INSULATION INSPECTION. CONTRACTOR AGREES TO REMOVE ANY INSULATION REQUIRED BY INSPECTOR AT THESE LOCATIONS. Printed: Wednesday, February 28, 2024 4:07:27 PM 13 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 FRAMING JFU 5/2/2017 5/2/2017 APPROVED W/EXCEPTIO N CORRECTIONS RESOLVED, HOWEVER A NEW FIREPLACE HAS BEEN ADDED AT THE FRONT COURTYARD. THIS FIREPLACE MUST BE INCLUDED WITHIN THE CURRENT PLAN REVISION AND IS YET TO BE INSPECTED-- THIS AREA MUST BE LEFT OPEN UNTIL IT HAS BEEN INSPECTED. ROUGH ELEC JFU 5/2/2017 5/2/2017 APPROVED W/EXCEPTIO N SEE FRAMING INSPECTION NOTES. ROUGH MECH JFU 5/2/2017 5/2/2017 APPROVED W/EXCEPTIO N SEE FRAMING INSPECTION NOTES. ROUGH PLBG JFU 5/2/2017 5/2/2017 APPROVED W/EXCEPTIO N SEE FRAMING INSPECTION NOTES. INSULATION AOR 5/9/2017 5/9/2017 NOT READY CORRECTIONS:-PLATE SPLICES NOT FIXED PER DETAIL 7/SD1, ADDITIONALLY AT GARAGE STUD NOTCHING IS EXCEEDED BY ROOF DRAINAGE PIPING-FIREPLACE BEING ADDED AT PATIO NOT PER APPROVED PLAN.-INSULATION LOCATIONS AND FENESTRATION PERFORMANCE VALUES DO NOT MATCH CURRENTLY APPROVED ENERGY CALCULATIONS INSULATION JFU 5/11/2017 5/11/2017 DISAPPROVE D AT-RISK INSPECTION SCHEDULED, PENDING APPROVAL OF REVISION 1. CORRECTIONS: THERMAL ENVELOPE IS NOT CONTINUOUS BETWEEN ICYNENE ROOF INSULATION AND BATT WALL INSULATION AT (3) UTILITY ROOMS. INSTALL INSULATION TO COMPLETE THERMAL ENVELOPE AND RECALL WHEN READY.AFTER A DISCUSSION WITH HOMEOWNER AN AT-RISK APPROVAL HAS BEEN GRANTED TO DRYWALL GARAGE. Printed: Wednesday, February 28, 2024 4:07:27 PM 14 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 DRYWALL NAIL JFU 5/22/2017 5/22/2017 APPROVED W/EXCEPTIO N AT-RISK APPROVAL GRANTED PENDING APPROVAL OF REVISED PLANS (SEE REVISION 1). INSULATION JFU 5/22/2017 5/22/2017 APPROVED W/EXCEPTIO N AT-RISK APPROVAL GRANTED PENDING APPROVAL OF REVISED PLANS (SEE REVISION 1). LATH JFU 5/22/2017 5/22/2017 PARTIALLY APPROVED DOES NOT INCLUDE AREA AROUND NEW FIREPLACE AT FRONT COURTYARD. SECOND INSPECTION REQUIRED AFTER FRAMING COMBO INSPECTION OF THE FIREPLACE HAS BEEN CONDUCTED AND APPROVED. TEMP USE OF PERM PWR DCL 10/3/2018 10/3/2018 PARTIALLY APPROVED - VERIFY SUB-PANEL CONDUCTORS AT NEXT INSPECTION. TEMP USE OF PERM PWR DCL 10/4/2018 10/4/2018 APPROVED GAS LINE/TEST DCL 1/9/2019 1/9/2019 NOT READY GAS LINE/TEST DCL 1/15/2019 1/15/2019 APPROVED SPECIAL INSPECTION JAN 1/16/2019 1/16/2019 CANCELED CANCEL BY APPLICANT, HE WILL CALL. FOR A FINAL WHEN HIS READY. Printed: Wednesday, February 28, 2024 4:07:27 PM 15 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 FINAL**DCL 1/22/2019 1/22/2019 DISAPPROVE D - COMPLETE LANDSCAPING. - REMOVE DEBRIS CONTAINER AND TEMPORARY BATHROOM.- ILLUMINATED ADDRESS NUMBERS REQUIRED AT FRONT OF DWELLING.- HERS DOCUMENTS REQUIRED.- COMPLETE ROUGH IN AT PANTRY.- PROVIDE VACANCY SENSOR FOR ONE FIXTURE AT EACH BATHROOM, LAUNDRY, AND GARAGE.- INSTALL SMOKE ALARM OUTSIDE HALL BEDROOMS.- ARC-FAULT PROTECTION REQUIRED AT SMOKE ALARM CIRCUIT BREAKER (GARAGE SUB-PANEL).- COMPLETE GAS PLUMBING ROUGH IN AT GARAGE FAUS.- COVER REQUIRED AT FIREPLACE.- INSTALL FIXTURES AT MASTER BATH, DINNING, AND GUEST BATHS.- WET RATED OUTLETS REQUIRED AT EXTERIOR PLUGS.- COMPLETE EXTERIOR MEP ROUGH IN AT PATIO HEATERS AND OUTDOOR KITCHEN AREA.- LOCKING CAPS REQUIRED AT HVAC CONDENSER REFRIGERANT PORTS.- LABEL INDIVIDUAL CONDENSERS AT UNITS AND PROVIDE APPROPRIATE SIZED CIRCUIT BREAKER FOR OVER-CURRENT PROTECTION.- TIE IN NORTHEAST ROOF DRAIN TO SITE DRAINAGE SYSYEM. FINAL**JFU 1/28/2019 1/28/2019 APPROVED APPROVED PER PREVIOUS INSPECTOR'S CORRECTIONS. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG NS (3 WK)BURT HANADA 6/20/2016 7/12/2016 7/13/2016 REVISIONS REQUIRED COORDINATION REVIEW PLEASE PROCESS FOR RETURN TO APPLICANT PARENT PROJECTS Printed: Wednesday, February 28, 2024 4:07:27 PM 16 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/11/2016 AJ ORTEGA 1ST REVIEW STRUCTURAL FEE SHEET BRES2016-0169 - 1ST REVIEW STRUCTURAL CORRECTIONS_1.pdf 1 BOND INFORMATION 1ST BLDG STR (3 WK)KURT CULVER 6/20/2016 7/12/2016 6/30/2016 REVISIONS REQUIRED SENT TO ESGIL FOR COMPLETE PLAN CHECK 2ND BLDG NS (2 WK) BURT HANADA 8/3/2016 8/17/2016 8/17/2016 READY FOR APPROVAL - CONDITION 2ND STRUCTURAL REVIEW NOT APPROVABLE. 2ND BLDG STR (2 WK)KURT CULVER 8/3/2016 8/17/2016 8/10/2016 REVISIONS REQUIRED 1ST PW GREEN SHEET AMY YU 8/8/2016 8/15/2016 8/9/2016 REVISIONS REQUIRED Move walls out of the 5ft PUE in the back. Emailed Jody Jones the comment. 2ND PW GREEN SHEET AMY YU 8/15/2016 8/22/2016 8/15/2016 READY FOR APPROVAL 3RD BLDG STR (1 WK)JIM JOHNSON 8/30/2016 9/7/2016 9/1/2016 APPROVED PER ESGIL TO GIVE TO JJ TO VIEW STRUC REVIEW CORRECTIOS JODY JONES TALK TO JIM AND ESGIL. PER JJ TO GIVE IT ONE WEEK REVIEW IN HOUSE. JIM DID RECHECK IN HOUSE FIRE KOHL HETRICK 11/7/2016 11/21/2016 12/27/2016 APPROVED APPROVAL LETTER IN ATTACHMENTS 1ST BLDG NS (1 WK)JAKE FUSON 5/2/2017 5/9/2017 5/8/2017 REVISIONS REQUIRED REVISION 1 REVISION 1 - REVISED TITLE 24 - UPDATED FENESTRATION VALUES, REVISED ATTIC ASSEMBLY/TYPE, AND REVISED ("AS-BUILT") ELECTRICAL LIGHTING PLAN. SEE REVISION 1 - 1ST REVIEW - NON-STRUCTURAL CORRECTION LIST. 2ND BLDG NS (1 WK)JAKE FUSON 10/5/2018 10/5/2018 10/8/2018 REVISIONS REQUIRED REVISION 1 SAME CORRECTIONS APPLY--CORRECTIONS APPEAR TO NOT HAVE BEEN ADDRESSED. 3RD BLDG NS (1 WK)JAKE FUSON 12/20/2018 1/7/2019 1/15/2019 APPROVED REVISION 1 Printed: Wednesday, February 28, 2024 4:07:27 PM 17 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/11/2016 AJ ORTEGA 1ST REVIEW STRUCTURAL CORRECTIONS BRES2016-0169 - 1ST REVIEW STRUCTURAL CORRECTIONS.pdf 1 DOC 8/16/2016 AJ ORTEGA 2ND REVIEW STRUCTURAL CORRECTIONS BRES2016-0169 - 2ND REVIEW STRUCTURAL CORRECTIONS.pdf 1 DOC 8/22/2016 AJ ORTEGA ESGIL FEE SHEET 48-720 SAN LUCAS - Esgil Fees (2016).xlsx 0 DOC 12/21/2016 AJ ORTEGA PHOTO DEC 19, 2016 - SITE DEBRIS BRES2016-0169 - PHOTO DEC 19, 2016 - SITE DEBRIS.pdf 0 DOC 4/2/2018 AJ ORTEGA PERMIT EXTENSION APPROVAL BRES2016-0169 - PERMIT EXTENSION APPROVAL.pdf 0 DOC 4/2/2018 AJ ORTEGA PERMIT EXTENSION REQUEST BRES2016-0169 - PERMIT EXTENSION REQUEST.pdf 0 DOC 11/1/2016 AMY YU PAD CERT PAD CERT.pdf 0 DOC 7/13/2016 BURT HANADA 1ST REVIEW COVERSHEET - 48-720 SAN LUCAS.docx 48-720 SAN LUCAS.docx 0 DOC 8/19/2016 BURT HANADA SCHOOL FEE AREA CERTIFICATION FORM 48-720 SAN LUCAS.pdf 0 DOC 3/22/2017 JAKE FUSON STRUCTURAL OBSERVATION REPORT BRES2016-0169 - STRUCTURAL OBSERVATION REPORT.pdf 1 Printed: Wednesday, February 28, 2024 4:07:27 PM 18 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 5/2/2017 JAKE FUSON REVISION 1 - 1ST SUBMITTAL PLANS AND ENERGY CALCULATIONS BRES2016-0169 - REVISION 1 - 1ST SUBMITTAL PLANS AND ENERGY CALCULATIONS.pdf 1 DOC 5/8/2017 JAKE FUSON REVISION 1 - 1ST REVIEW - NON- STRUCTURAL CORRECTION LIST BRES2016-0169 - REVISION 1 - 1ST REVIEW - NON- STRUCTURAL CORRECTION LIST.pdf 1 DOC 9/1/2016 JIM JOHNSON CORRECTIONS BRES2016-0169.pdf CORRECTIONS BRES2016-0169.pdf 0 DOC 12/27/2016 KOHL HETRICK APPROVAL LETTER - RESIDENTIAL FIRE SPRINKLER LAQ-16-RS-087 - JONES RESIDENCE - RFSPK PC - APPROVED.docx 0 DOC 8/16/2016 RAMSES SEVILLA GREEN SHEET 48720.GREEN SHEET 48720.pdf 1 DOC 8/16/2016 RAMSES SEVILLA GRANT DEED 48720.GRANT DEED 48720.pdf 1 DOC 8/16/2016 RAMSES SEVILLA GEOTECHNICAL UPDATE48720. GEOTECHNICAL UPDATE48720.pdf 1 DOC 8/3/2016 STEPHANIE KHATAMI 2ND SUBMITTAL - CORRECTION LIST AND RESPONSES 8-3-16 BRES2016-0169.pdf CORRECTION LIST AND RESPONSES 8-3-16 BRES2016-0169.pdf 0 DOC 8/31/2016 STEPHANIE KHATAMI DEBRIS MANAGEMENT PLAN 8-31-16.pdf DEBRIS MANAGEMENT PLAN 8-31-16.pdf 0 DOC 8/31/2016 STEPHANIE KHATAMI HOA APPROVAL 8-31- 16.pdf HOA APPROVAL 8-31- 16.pdf 0 IMAGE 5/9/2017 AJ ORTEGA PHOTO UNPERMITTED FIREPLACE AT PATIO.JPG PHOTO UNPERMITTED FIREPLACE AT PATIO.JPG 0 Printed: Wednesday, February 28, 2024 4:07:27 PM 19 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED IMAGE 12/30/2016 DUANE CLAYTON TRASH BIN AND DEBRIS NETTING.JPG TRASH BIN AND DEBRIS NETTING.JPG 0 IMAGE 3/22/2017 JAKE FUSON SEPTIC SYSTEM EXCAVATION - 3-22- 2017 IMG_0626[1].JPG 1 Printed: Wednesday, February 28, 2024 4:07:27 PM 20 of 20 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0169 POTTERS ELECTRIC BELL (ALL TIRING BY OTHERS) r FLOW SWITCH J (ALL WIRING BY OTHERS) TO SUPPLY DOMESTIC WATER FOR RESIDENCE tV4" SPRING -LOADED CHECK VALVE 1ya' 1Y4" BALL VALVE CONTROLS BOTH DOMESTIC WATER AND FIRE SPRINKLER SYSTEM (TO BE INSTALLED BY OTHERS IY4" COPPER INTO RESIDENCE TO BE INSTALLED BY OTHERS. (SEE FIRE SPRINKLER PLAN FOR CONTINUATION! t FIRE SPRINKLER RISER DETAIL 1%" 1%" CPVC TO SUPPLY FIRE SPRINKLER SYSTEM (SEE FIRE SPRINKLER PLAN FOR CONTINUATION) 300 PSI GAUGE YZ' PRESSURE RELIEF VALVE V BALL VALVE 1" MAIN DRAIN PIPED TO OUTSIDE NOT TO SCALE — 41 TOLCO FIG. 28M OFFSET HANGER (OR EQUAL) CPVC HANGERS CPVC HANGER SPACING PIPE SIZE MAXIMUM SUPPORT SPACING 2" 8'-0' 19f2» 7'_C" 1Ya" 1" I SELF -DRILLING HEX HEAD SCREW(01 f I I TOLCO FIG. 23 DOUBLE -FASTENER STRAP TYPE HANGER (OR EQUAL) TOLCO FIG. 24 DOUBLE -FASTENER SIDE -MOUNT HANGER (OR EQUAL) lOR EQUAL) SPRINKLER LEGEND I SYMBOL ( QTY. ) TYCO LFII (TY3596) Residential Concealed Pendent Sprinkler; (44) k=4.9, 160°F temperature rating. Maximum Spacing : 16' x 16'. TYCO TY-FRB (TY2231) Commercial Recessed Pendent Sprinkler 15 } k=4.2, 200°F temperature rating- Maximum Spacing in Garage & Sucl TOLCO FIG. 28 DOUBLE -FASTENER STAND-OFF HANGER (OR EQUAL) INSULATION SPRINKLER PIPING I i i BOTTOM CHORD OF ROOF TRUSS OR CEILING JOISTS j PIPE INSULATION DETAIL _ NOT TO SCALE GREAT ROOM COVERED PATIO WISHER FLOOR SECTION A -A TOLCO FIG. 29 DOUBLE -FASTENER DOUBLE OFFSET HANGER (OR EQUAL) 6 4' 8E " =1 Olt 4 NO SCALE .¢ GENERAL NOTES 1. GENERAL. All materials and devices shall conform to 2013 NFPA #13D standards. Installation shall conform to all applicable State and Local Codes. 2. SCOPE OF WORK: Install anew fire sprinkler sysem per NFPA #13D in anew residence. 3. PIPING: The overhead piping to be CPVC Fire Sprinkler Pipe with plastic fittings unless otherwise noted. 4. BASIS OF DESIGN: NFPA #13D (2013 Edition) 5. SYSTEM DEMAND @ SOURCE (NODE 100): CALCULATED AREA: THREE (3) SPRINKLERS FLOWING (16' x 16' SPACING): 46.2 gpm @ 64.4 psi (GREAT ROOM) 6. WATER SUPPLY DATA: Water is supplied from the public water main at the street. Static Pressure: 88.7 PSI Source of Information: COACHELLA VALLEY WATER DISTRICT 7. SPRINKLER HEAD SPACING & INSTALLATION REQUIREMENTS: Sprinklers shall not be located closer than 8'-0" apart where there is no intervening barrier. Sprinklers near potential obstructions to spray pattern, such as ceiling mounted light fixtures, shall be located in accordance with manufacturers instructions. NOTE: In small rooms such as closets and bathrooms which require sprinklers, it may not be practical to comply fully with manufacturers instructions. 8. PIPING SUPPORTS: Piping shall be supported in conformance with local plumbing code and in accordance with CPVC pipe manufacturer's instructions. Each piping section that supplies a drop to a sprinkler shall be secured no more than 12" from the drop to prevent both vertical and lateral movement. 9. Pipe lengths shown are approximate center -to -center for hydraulic calculation and plan review purposes only. 10. The OWNER shall furnish sufficient heat in all areas to prevent freezing of piping. 11. Alarm bell shall be audible in all living areas over background noise levels with all intervening doors closed. APPROVAL Riverside County Fire Department ❑ r i O The approval of plans and specifications does not �ermit the violation, deletion, omission car faulty nstallatian of any requirements of Title 24 or any Local ordinances. Construction Shall remain accessible And exposed for Ins ctIon ourpeaes unfil approved by the Firp 1tHf " Riverside CoLr ity Fire Office of the Fire Marshal N'0 V 0 7 2 616 Received By- ItTt Ln co x< m U W J } U r mM CD E d CF) cc CD N U cc L7 = � cZ. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN ARE THE PROPERTY OF ARC MECHANICAL. UNAUTHORIZED COPYING, DISCLOSURE, INSTALLATION OF SYSTEM AS DESIGNED HEREIN OR OTHER UNAUTHORIZED USES ARE PROHIBITER, 4 C•78 983649 � ,07CAtI"60 z 0 H 0 UU U) 0 z r� J m 0 d J d I-- w Z 0 UjJ 0 M U) z 96 W W I— w 0 (M J U3 Q< LLI 0CL Of H � Q � J w � w C7 U) L!J H- Z J w z LU 0 2 0 } LU ix ❑ CHECK PLOT ❑ FIELD ® SUBMITTAL ❑ AS -BUILT DESIGN BY: RM DRAWN BY: RM DATE: 16-25-16 SHEET: of -JIL BEDROOM #3 � a C) i c'nil 16 w - a) r �w �LU wx � fn � 2 rr � car) L1_ w 74� NNJA "I JU KtrtKLINUt NU I tb 1 NFPA 13D, Section 8.3.2: Sprinklers shall not be required in bathrooms of 55 sq. ft. and less. NFPA 13D, Section 8.3.3: Sprinklers shall not be required in clothes closets, linen clasets,and pantries that meet all of the fallowing conditions: (1 ) The area of the space does not exceed 24 sq. ft. (2) The least dimension does not exceed 3 ft. (3) The walls and ceilings are surfaced with noncombustible or limited -combustible materials as defined in NFPA 220, Standard on Types of Building Construction. NFPA 13D, Section 8.3.4, Sprinklers shall not be required In garages, open attache porches, carports, and similar structun NFPA 13D, Section 8.3.8: Sprinkers shall not be required in closets in garages and exterior closets (regardless of size) located on exterior balconies, exterior breezeways f corridors, or accessed from outdoors where 1 closet does not have doors or unprotected penetrations directly into the dwelling unit. d T � f 7 14141 CI- " I I i E� GREAT ROOM, 01 17=3'61oJ. 0 l 0 COVERED PATIO 10.0" 3►ICfIC!-.T llf]'C TCC`T .J-. LU M 2" SCH. 40 PVC (140 FT.) sa 1" WATER �r 90 METER I ,I" COPPER (30 FT.) CITY'NATER MAIN sAN LucAs STREET f is �Aor th FIRE SPRINKLER PLAN '} = T-4,f a�J w E- 4 a 0 CHECK PLOT C] FIELD ® SUBMITTAL I] AS -BUILT DESIGN BY: RM DRAWN BY: RM DATE: 10-25-16 SHEET: 2of2 RESIDENCE Sprinkler �q. y.C}l14 r tpii ��n rov�l of pfa��s aril cations dvas nU fhe a P vl01at4UnrTina is of TUn ar faulty erml the sed nstsllation at any reauiM Lion of 1 Te nt or an for msP�'at'Un purposes until Local OrdlnanL'eS, CUntitructiar► ghaU rerna n approvedmetiyt. by t4Ze ire Depart M. General Project Data Report 1 General Data Project Title: Designed By: Code Reference: Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building JONES RESIDENCE RYAN MALEEH NFPA 13D (2013) GREAT ROOM (3 SPRINKLERS) ARC MECHANICAL P.O. BOX 1354 760-289-9054 JONES RESIDENCE 48-720 SAN LUCAS STREET Project Data Description Of Hazard: RESIDENTIAL Design Area Of Water Application: 200 ft2 Default Sprinkler K-Factor: 4.90 K Inside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: TYCO-CENTRAL Size: 1/2" Water Supply Test Data Source Of Information: CVWD Test Hydrant ID: Elite Software Development, Inc. JONES RESIDENCE Pace 2 Project File Name: GREAT ROOM..fiw Date: OCTOBER 25, 2016 Approving Agency: Phone: City, State Zip Code: Representative: KIRTH FOSTER City And State: YUCCA VALLEY, CA 92284 Building Owner: Phone at Building: City, State Zip Code: LA QUINTA, CA 92253 Sprinkler System Type: Wet Maximum Area Per Sprinkler: 256 ft2 Default Pipe Material: BLAZEMASTER CPVC Outside Hose Stream Allowance: 5.00 gpm Model: Temperature Rating: Date Of Test: LFII 160 F 09-01-16 Hydrant Elevation: 0 ft Static Pressure: 88.70 psi Test Flow Rate: 0.00 gpm Test Residual Pressure: 0.00 psi Calculated System Flow Rate: 46.23 gpm Calculated Inflow Residual Pressure: 64.40 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.04 psi Minimum Desired Flow Density: Number Of Active Nodes: 16 Number Of Active Pipes: 16 Number Of Inactive Pipes: Number Of Active Sprinklers: 3 Number Of Inactive Sprinklers: 0.05 gpm/ft2 Elite Software Development, Inc. JONES RESIDENCE Page 3 Fire Sprinkler Input Data Node Input Data Area Group Sprinkler Non -Sprinkler Pressure Node Elev (ft) Node Node Description Branch Dia. KFactor (K) Estimate (psi) Branch Non- Flow (gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor (K)_ 1 Sprinkler - 4.90 7.97 9.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler --- 4.90 7.04 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler ---- 4.90 8.64 9.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 5 No Discharge ---- N/A 8.56 9.50 0.00 ---- 0.000 0.0 ---- 0.0 0.00 10 No Discharge ---- N/A 8.52 9.50 0.00 ---- 0.000 0.0 --- 0.0 0.00 15 No Discharge ---- N/A 8.62 9.50 0.00 -- 0.000 0.0 --- 0.0 0.00 20 No Discharge --- N/A 14.50 9.50 0.00 ---- 0.000 0.0 --- 0.0 0.00 30 No Discharge -- N/A 16.38 9.50 0.00 ---- 0.000 0.0 ---- 0.0 0.00 40 No Discharge --- N/A 21.29 10.50 0.00 -- 0.000 0.0 ---- 0.0 0.00 50 No Discharge - -- N/A 23.14 10.50 0.00 - - 0.000 0.0 ---- 0.0 0.00 55 No Discharge 60 Non -Sprinkler 70 No Discharge 80 No Discharge 90 No Discharge 100 No Discharge - N/A 28.46 2.00 0.00 0.000 0.0 --- 0.0 0.00 N/A 29.94 1.00 5.00 0.0 - -- 0.0 0.00 N/A 33.14 -3.00 0.00 0.0 ---- 0.0 0.00 N/A 35.67 -3.00 0.00 0.0 ---- 0.0 0.00 N/A 45.76 -3.00 0.00 0.0 ---- 0.0 0.00 N/A 64.40 -3.00 0.00 0.0 ---- 0.0 0.00 Elite Software Development, Inc. JONES RESIDENCE Page 4 Fire Sprinkler Output Data Overall Node Groupings Output Data Pipe Segment Pipe Pipe Sprinkler Flow Non -Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out (+) In (-) Residual Flow At Beg. Node Node Group (gpm) (qpm) (Qpm) (Qom) Pressure (osi) Node (aom) 2 10 0 -13.00 13.00 0.00 0.00 3 15 0 -14.40 14.40 0.00 0:00 5 1 0 13.83 5 30 0 -18.72 5 10 0 4.90 10 2 0 13.00 10 5 0 -4.90 10 15 0 -8.11 15 3 0 14.40 15 10 0 8.11 15 20 0 -22.50 20 15 0 22.50 20 40 0 -22.50 30 5 0 18.72 30 40 0 -18.72 40 20 0 22.50 40 30 0 18.72 40 50 0 -41.23 50 40 0 41.23 50 55 0 -41.23 55 50 0 41.23 55 60 0 -41.23 60 55 0 41.23 60 70 0 -46.23 70 60 0 46.23 70 80 0 -46.23 80 70 0 46.23 80 90 0 -46.26 90 80 0 46.26 90 100 0 -46.23 100 90 0 46.23 0.00 0.00 0.00 7.04 0.00245 8.64 0.00229 8.56 0.00000 0.00 0.00 0.00 8.52 -0.00236 0.00 0.00 0.00 8.62 0.00000 0.00 14.50 0.00000 0.00 0.00 0.00 0.00 0.00 16.38 0.00000 0.00 0.00 0.00 21.29 0.00000 0.00 0.00 0.00 23.14 0.00000 0.00 0.00 0.00 28.46 0.00000 0.00 5.00 0.00 29.94 0.00000 0.00 0.00 0.00 33.14 0.00000 0.00 0.00 0.00 35.67 -0.03416 0.00 0.00 0.00 45.76 0.03416 0.00 0.00 -46.23 64.40 Elite Software Development, Inc. JONES RESIDENCE Page 5 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nor. Dia. q (gpm) F. L./ft Pipe -Len. PF-(psi) End. KFactor Elevation Discharge Pressure Inside Dia. O (gpm) (psi/ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) 1 4.90 9.00 13.83 7.97 1.00 13.83 0.03439 4.50 0.808 5 0.00 9.50 0.00 8.56 1.101 13.83 2ET 19.00 -0.217 BLAZEMASTER CPVC 150 4.66 0 23.50 0.592 5 0.00 9.50 0.00 8.56 1.00 10 0.00 9.50 0.00 8.52 1.101 BLAZEMASTER CPVC 150 2 10 3 15 10 15 15 20 5 30 20 40 30 40 40 50 50 55 55 60 4.90 11.00 13.00 0.00 9.50 0.00 BLAZEMASTER CPVC 4.90 9.00 14.40 0.00 9.50 0.00 BLAZEMASTER CPVC 0.00 9.50 0.00 0.00 9.50 0.00 BLAZEMASTER CPVC 0.00 9.50 0.00 0.00 9.50 0.00 BLAZEMASTER CPVC 0.00 9.50 0.00 0.00 9.50 0.00 BLAZEMASTER CPVC 0.00 9.50 0.00 0.00 10.50 0.00 BLAZEMASTER CPVC 0.00 9.50 0.00 0.00 10.50 0.00 BLAZEMASTER CPVC 0.00 10.50 0.00 0.00 10.50 0.00 BLAZEMASTER CPVC 0.00 10.50 0.00 0.00 2.00 0.00 BLAZEMASTER CPVC 0.00 2.00 0.00 0.00 1.00 5.00 TYPE L COPPER 7.04 8.52 8.64 8.62 8.52 8.62 8.62 14.50 8.56 16.38 14.50 21.29 16.38 21.29 21.29 23.14 23.14 28.46 28.46 29.94 1.00 1.101 150 1.00 1.101 150 1.00 1.101 150 1.00 1.101 150 1.00 1.101 150 1.00 1.101 150 1.00 1.101 150 1.25 1.394 150 1.25 1.394 150 1.25 1.265 150 4.90 0.00504 4.90 --- 1.65 0 13.00 p.03067 13.00 jl 2ET 4.38�rxN10 14.40 P.03706 14.40 T 4.85 0 8.11 0.01280 8.11; - -- 2.73 0 0.00 0.08467 22.50 2ET 7.58 0 7.17 0.041 1.00 0.000 8.17 0.041 8.00 0.828 19.00 0.650 27.00 1.478 0.50 0.204 5.00 -0.217 5.50 -0.013 7.33 0.107 1.00 0.000 8.33 0.107 43.42 5.878 26.00 0.000 69.42 5.878 0.00 0.06026 97.83 7.823 18.72 E2T 32.00 0.000 6.31 0 129.83 7.823 0.00 0.08467 22.50 2ET 7.58 0 0.00 0.06026 18.72 3E 6.31 0 0.00 0.08225 41.23 E 8.67 0 0.00 0.08225 41.23 C 8.67 0 0.00 0.13198 41.23 ET 10.52 0 57.25 7.218 28.00 -0.433 85.25 6.785 56.58 5.338 32.00 -0.433 88.58 4.905 12.50 1.851 10.00 0.000 22.50 1.851 8.50 1.645 11.50 3.681 20.00 5.326 2.00 1.043 5.90 0.433 7.90 1.476 Elite Software Development, Inc. JONES RESIDENCE Page 6 Fire Sprinkler Output Data Overall Pipe Output Data canfdAlm Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L. /ft Pipe -Len. PF-(psi) Elevation End. KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) 60 0.00 1.00 5.00 29.94 1.25 5.00 0.16312 6.00 1.468 70 0.00 -3.00 0.00 33.14 1.265 46.23 EG 3.00 1.732 TYPE L COPPER 150 11.80 0 9.00 3.200 70 0.00 -3.00 0.00 33.14 2.00 0.00 0.01565 140.00 2.530 80 0.00 -3.00 0.00 35.67 2.047 46.23 3E 21.66 0.000 SCH. 40 PVC 150 4.51 0 161.66 2.530 80 Meter -3.00 35.67 46.26 90 10.00 psi -3.00 45.76 90 0.00 -3.00 0.00 45.76 1.00 0.00 0.52515 30.00 18.643 100 0.00 -3.00 0.00 64.40 0.995 46.23 TG 5.50 0.000 TYPE K COPPER _ 150 19.07 0 35.50 18.643 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Elite Software Development, Inc. - - - - JONES RESIDENCE � F i& Page 7 Fire Sprinkler Output -Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Sprinkler Code KFactor (K) Elevation Node No. _ (feet) 1 4.90 9.00 Sub Totals For Non -Group 2 4.90 11.00 Sub Totals For Non -Group 3 4.90 9.00 Residual Flowing Flowing Sprinkler Pressure Area (ft2) Density Discharge (psi) (gpm/ftz) (gpm) 7.97 256.00 0.054 13.83 256.00 0.054 13.83 7.04 256.00 0.051 13.00 256.00 0.051 13.00 8.64 256.00 0.056 14.40 Sub Totals For Non -Group 256.00 0.056 14.40 Totals For All Groups 768.00 0.054 41.23 Elite Software Development, Inc. JONES RESIDENCE :r.�• Page 8 Fire Sprinkler Output Summary Hydraulically Most ❑emanding Sprinkler Node HMD Sprinkler Node Number: 2 HMD Actual Residual Pressure: 7.04 psi HMD Actual GPM: 13.00 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 200.00 ftz Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.206 gpm/ftz Application Average Area Per Sprinkler: 66.67 ftz Sprinkler Flow: 41.23 gpm Average Sprinkler Flow: 13.74 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 90 - 100 ) 19.07 ft/sec Maximum Velocity Pressure ( In Pipe 90 - 100) 2.45 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0079 psi Actual Average Nodal Pressure Imbalance: 0.0024 psi Actual Maximum Nodal Flow Imbalance: 0.0342 gpm Actual Average Nodal Flow Imbalance: 0.0047 gpm ❑verall Network Summary Number Of Unique Pipe Sections: Number Of Flowing Sprinklers: Pipe System Water Volume: Sprinkler Flow: Non -Sprinkler Flow: Minimum Required Residual Pressure At System Inflow Node: Demand Flow At System Inflow Node: r Hetrick, Kohl@CALFIRE From: Hetrick, Kohl@CALFIRE Sent: Monday, November 21, 2016 2:03 PM To: 'Ryan Maleeh' Subject: LAQ-I6-RS-087 - JONES RESIDENCE - 48720 San Lucas - CORRECT INFO NEEDED Rya n, I just spoke with Kirth and informed him that we need an updated CVWD Connection Charge Estimate that correlates to the system requirements. I currently see a 3-head calculation due to the remote being in a different elevation area. Due to this appropriate system calculation, the sprinkler system demand at the front of the water meter (Node 80) is 46.23 GPM @ 35.67 psi residual pressure. CVWD has been including the system pressure losses through the main service connection and the water meter. System designers, when dealing with CVWD, need only calculate from the domestic side of the water meter connection, so long as the provided figures coincide. I will hold the plans until I can be provided with an updated Residential Connection Charge Estimate. Thank you, Kohl Hetrick Fire Safety Specialist / Office of the Fire Marshal CAL FIRE/Riverside County Fire Department Direct:760-393-3375 1 Main: 760-863-8886 U 77933 Las Montanas #201, Palm Desert, CA 92211 kohi.hetrick@fire.ca.gov I www.rvcfire.org iLeadership ❑ Competence 2 Integrity ■ Safety ❑ Customer Service ❑ The Office of the Fire Marshal is committed to provide professional fire and life safety engineering, permitting and inspection services for our citizens and emergency responders through exemplary customer service, leadership, education, analysis, innovation and partnership with the development and business community. r� a. C. =ate: Customer Name: Parcel No. Address: Residential Connection Charge Estimate "Resubmittal" December 5, 2.0.16 Jody Janes Dev. Carp. = 646-130-028 48720 San Lucas St., La Quinta Phone No. (760).698-9624 Geo. 05-06-36-1 LID: 461106 Block No. Lot No. 59 Size of Lot: 11,326 Sq. ft. Tract No. Type of Service: R-1: J Duplex: ❑ ❑ Apts: El SWSC: $ - Acres:. 0 SWSC: $12, 218-.00 /acre WSBFC• •$ SCC: .$ - Treatment: $2,436/edu Collection: $2,415/edu Meter: $ - Meter Size: 1 inch Meter surcharge: :$ - Service Size: 1 112 inch Service: $ 3,5.10.00 Meter & Service:- Backflow: - Other: $ 600.00 Sewer Lateral: Total: $ 4,110.00 Tract La Quinta Golf Estates, No. 1. Existing account has a 1" meter#732372 on a 1" service. No sewer available. All developer fees paid on 9/2/16. PZ 16-7435 Technician.:5ara.iln ei : Fees.Approved.by: Information Supplied By Customer CVWD System Data Domestic Water Demand` Service Connection** Max. Flow= 22 9pm . Max. Flow*= 46,2 '9PM Min. Pressure= 65 psi, Inlet Pressure 1= 88;7 . psi Fire Sprinkler Demand* Outlet Pressure= 61.96 psi Max. Flow= .. :.-.. — 46.2.. -gpm ..... Min. Pressure= 357 psi Meter Size = 1 inch System Type: ❑ J Service Size= 1 1/2. inch ' Multi Stand Alone 1 Prior to Pressure Regulating Valve ** For Calculation Purposes- Service Connection Includes: CVWD USES WORST CASE CONDITION Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Calculations: PZ= 7 Res. # = 66 n R s./Ht= 32' HGL=2*;S' Property Elev.= 46' - **Static Water Pressure 88.7 PSI **Domestic Water Residual 61.96 PSI Appoved by: Date: The meter sizing is for plan check purposes only. The ultimate responsibility resides with the Engineer -of -Record for the project. cvwa-ySU *********This isjust a QUOTE, all fees are subjectto Change********* (Rev. 9/15) tq��v F►re Protection Products Worldwide I www.tyco-fire.com Contacts RAPID RESPONSE Series LFII Residential 4.9 K-factor Concealed Pendent Sprinklers, Flat Plate Wet Pipe and Dry Pipe Systems General Description The TYCO RAPID RESPONSE Se- ries LFII Residential 4.9 K-factor Con- cealed Pendent Sprinklers (TY3596) are decorative, fast response, fus- ible solder sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aes- thetically appealing sprinkler design. In addition, the concealed design of the Series LFII Residential Concealed Pendent Sprinklers (TY3596) provides 1/2 inch (12,7 mm) vertical adjustment. This adjustment provides a measure of flexibility when cutting fixed sprinkler drops. The Series LFII Residential Concealed Sprinklers are intended for use in the following scenarios: • wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA 13D • wet and dry pipe residential sprin- kler systems for residential occu- pancies up to and including four stories in height per NFPA 13R wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING' that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. The Series LFII Residential Concealed Pendent Sprinklers (TY3596) has been designed with heat sensitivity and wa- ter distribution characteristics proven to help in the control of residential fires and to improve the chance for occu- pants to escape or be evacuated. The Series LFII Residential Concealed Pendent Sprinklers (TY3596) are shipped with a Disposable Protective Cap. The Protective Cap is temporar- ily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling installation is complete the Protective Cap is removed and the Cover Plate Assembly installed. Dry Pipe System Application The Series LFII Residential Concealed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprinkler systems, whereas, most residential sprinklers are labora- tory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Concealed Pendent Sprinklers (TY3596) need not be increased over the number of de- sign sprinklers (hydraulic design area) as specified for wet pipe sprinkler sys- tems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residen- tial Concealed Pendent Sprinklers of- fer the features of non -water filled pipe in addition to not having to increase the number of design sprinklers (hy- draulic design area) for systems de- signed to NFPA 13, 13D, or 13R. Em The Series LFII Residential Con- cealed Pendent Sprinklers (TY3596) described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having ju- risdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number TY3596 Page 1 of 6 FEBRUARY 2014 TFP442 TFP442 Page 2of6 BODY SEALING (1/2" NPT) -- ASSEMBLY CAP f��� SPRINKLER ►// gyp( - WRENCHING AREA SADDLE r SUPPORT COMPRESSION SCREW CUP WITH - EEI ���JJ+ ROLL FORMED I THREADS ry �— LEVER GUIDE ' I I PIN i i ii SOLDER LINK I I I 1 ELEMENT i i GUIDE PIN HOUSING , I DEFLECTOR (OPERATED DEFLECTOR -' - - - - ' - POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO RETAINER SUPPORT WITH THREAD CUP UNTIL DIMPLES MOUNTING CD CD SURFACE IS FLUSH WITH CEILING EJECTION SPRING IQ SOLDER `' COVER PLATE/RETAINER COVER TAB ASSEMBLY PLATE FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) 2-1/2" DIA. (63,5 mm) 1/2" NPT_ - WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W-TYPE 18 SPRINKLER WRENCH SPRINKLER - SUPPORT CUP ASSEMBI OPERATE SPRINKLE l f 1-7/8"t1 /4" COVER PLATE - (47,6 mm RETAINE 1/8" GAP t6,4 mm)mm (32� m) 0 L COVER- SPRINKLER- 7/8" (22,2 n " MOUNTING 1-1/8" (28,6 RETAINER SUPPORT CUP 63/1SURFACE ASSEMBLY ASSEMBLY t (4,8 mm) } 3-3/16" DIA. /r DISPOSABLE (81,0 mm) TIP PROTECTIVE CAP FIGURE 3 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) INSTALLATION DIMENSIONS/PROTECTIVE CAP/ACTIVATED DEFLECTOR 1/2" (12,7 mm) FACE OF THREADED SPRINKLER ADJUSTMENT FITTING DEFLECTOR IN OPERATED POSITION Technical Data Approvals UL and C-UL Listed. NYC Approved under MEA 44-03-E-2NSF. Certified to NSF/ANSI 61. The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers are only listed with the Se- ries LFII Concealed Cover Plates hav- ing a factory -applied finish. These Cover Plates and their part numbers can be found in the Ordering Procedure section at the end of this data sheet. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 4.9 GPM/psi'/' (70.6 LPM/bar'/2 Temperature Rating 160°F (71°C) Sprinkler with 139°F (59°C) Cover Plate Vertical Adjustment 1/2 inch (12,7 mm) Finishes Refer to Ordering Procedure section Physical Characteristics Body .............................. Brass Cap ............................... Bronze Saddle ............................. Brass Sealing Assembly ................. Beryllium Nickel w/ TEFLON Soldered Link Halves ................. Nickel Lever ............................. Bronze Compression Screw ................. Brass Deflector .................. Copper or Brass Guide Pin Housing....... Bronze Guide Pins ......... Stainless Steel or Bronze Support Cup ........................Steel Cover Plate ....................... Copper Retainer ........................... Brass Cover Plate Ejection Spring.... Stainless Steel Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the De- flector supported by the Arms drops down to its operated position. The fus- ible link of the Sprinkler Assembly is comprised of two link halves that are soldered together with a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers (TY3596) are UL and C-UL Listed for installation in accordance with this section. Note: When conditions exist that are outside the scope of the provided cri- teria, refer to the Residential Sprinkler Design Guide TFP490 for the manu- facturer's recommendations that may be acceptable to the authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 about the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rates are given in Ta- bles A and B as a function of tem- perature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum re- quired discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. The number of "design sprinklers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Tables A and B as a function of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/ ftz over the "design area" comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. The number of "design sprinklers" specified in NFPA 13 for wet pipe sys- tems is to be applied when designing dry pipe systems. TFP442 Page 3 of 6 Dry Pipe System Water Delivery When using the Series LFII Residen- tial Concealed Pendent Sprinklers (TY3596) in dry pipe sprinkler systems, the time for water delivery must not ex- ceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described with- in the Technical Data Sheet TFP490. Operational Sensitivity The sprinklers are to be installed rela- tive to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot ex- ceed the length of the coverage area (Ref. Table A or B) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). The Series LFII must not be used in applications where the air pressure above the ceiling is greater than that below. Down drafts through the Sup- port Cup could delay sprinkler opera- tion in a fire situation. TFP442 Page 4of6 WET PIPE SYSTEM Maximum Minimum Flow and Residual Pressure(h,c) Ordinary Temp. Rating F (71 160°°C) Minimum Coverage Area'•) Maximum Spacing P g Ft. x Ft. Ft. (m) Deflector to Installation Spacing (m x m) Flow Pressure Ceiling Type Ft. GPM PSI (m) (L/min) (bar) 12 x 12 12 13 7.0 Smooth (3,7 x 3,7) (3,7) (49,2) (0,48) Ceilings 7/8 to 1-1/8 14 x 14 14 13 7.0 inches (4,3 x 4,3) (4,3) (49,2) (0,48) Beamed Ceilings per NFPA 13D or Concealed 8 (2 4) 16 x 16 (4,9 x 4,9) 16 (4,9) 13 (49,2) 70 (0,48) 13R, or 13. Installed in 18 x 18 18 17 12.0 beam (5,5 x 5,5) (5,5) (64,3) (0,83) 7/8 to 1-1/8 inches below 20 x 20 20 20 16.7 bottom of (6,1 x 6,1) (6,1) (75,7) (1,15) beam (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. (c) For NFPA 13 residential applications, the greater of 0.1 gpm/ft' over the design area of the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Minimum Flow and Residual Pressure (b,`) Maximum Maximum Ordinary Temp. Rating 160°F (71°C) Minimum Coverage Area)') Spacing g Ft. x Ft. Ft. (m) Deflector to Installation Spacing (m x m) Flow Pressure Ceiling Type Ft. GPM PSI (m) (L/min) (bar) 12 x 12 12 13 7.0 Smooth (3,7 x 3,7) (3,7) (49,2) (0,48) Ceilings 7/8 to 1-1/8 14 x 14 14 14 8.2 inches (4,3 x 4,3) (4,3) (53,0) (0,57) Beamed Ceilings per 8 16 x 16 16 15 9.4 (4,9 x 4,9) (4,9) (56,8) (0,65) NFPA 13D or Concealed (2 4) 13R, or 13. Installed in 18 x 18 18 18 13.5 beam (5,5 x 5,5) (5,5) (68,1) (0,93) 7/8 to 1-1/8 inches below 20 x 20 20 21 18.4 bottom of (6,1 x 6,1) (6,1) (79,5) (1,27) beam (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. (c) For NFPA 13 residential applications, the greater of 0.1 gpm/ft' over the design area of the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT -PLATE CONCEALED PENDENT (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA lnstallat►ion The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers (TY3596) must be installed in accordance with this section. General Instructions Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the support cup only (i.e., do not apply pressure to the fusible Link Assembly). A 1/2 inch NPT sprinkler joint should be obtained with a minimum to maxi- mum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet with conse- quent leakage or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Cover Plate/Retainer Assembly by under -or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be in- stalled in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- port Cup Assembly into the fitting. The W Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Guide Pins during ceil- ing installation and/or during applica- tion of the finish coating of the ceil- ing. It may also be used to locate the center of the clearance hole by gen- tly pushing the ceiling material against the center point of the Cap. Note. As long as the protective Cap remains in place, the system is consid- ered to be "Out Of Service". Step 5. After the ceiling has been completed with the 2-1/2 inch (63 mm) diameter clearance hole and in prep- aration for installing the Cover Plate Assembly, remove and discard the Protective Cap, and verify that the De- flector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to modi- fy or repair a damaged sprinkler. Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance The TYCO RAPID RESPONSE Se- ries LFII Residential Concealed Pen- dent Sprinklers (TY3596) must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the prop- er authorities and all personnel who may be affected by this action must be notified. Absence of a Cover Plate may de- lay the sprinkler operation in a fire situation. When properly installed, there is a nominal 1/8 inch (3,2 mm) air gap be- tween the lip of the Cover Plate and the ceiling, as shown in Figure 3. This air gap is necessary for proper op- eration of the sprinkler by allowing heat flow from a fire to pass below and above the Cover Plate to help as- sure appropriate release of the Cover Plate in a fire situation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be re- placed, if necessary, by factory paint- ed units. Non -factory applied paint may adversely delay or prevent sprin- kler operation in the event of a fire. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. TFP442 Page 5 of 6 Care must be exercised to avoid dam- age -before, during, and after installa- tion. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori- ties having jurisdiction. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. The owner must assure that the sprin- klers are not used for hanging any ob- jects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non - operation in the event of a fire or inad- vertent operation may result. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. TFP442 Page 6 of 6 Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure When placing an order, indicate the full product name. Contact your local distributor for availability. Sprinkler Assembly Specify: Series LFII (TY3596), K = 4.9, Residential Concealed Pendent Sprin- kler without Cover Plate Assembly, P/N 51-112-1-160 Cover Plate Assembly Specify: Cover Plate Assembly hav- ing a (specify) finish for the Series LFII (TY3596), K = 4.9, Residential Concealed Pendent Sprinkler, P/N (specify): Ivory (RAL1015) ........... P/N 56-202-0-135 Beige (RAL1001)........... P/N 56-202-2-135 Pure White (b) (RAL9010) ... P/N 56-202-3-135 Signal White (a) (RAL9003) .. P/N 56-202-4-135 Grey White (RAL9002) ...... P/N 56-202-5-135 Brown (RAL8028).......... P/N 56-202-6-135 Black (RAL9005) .......... P/N 56-202-7-135 Brushed Brass............ P/N 56-202-8-135 Brushed Chrome .......... P/N 56-202-9-135 Custom Paint ............. P/N 56-202-X-135 (a) Previously known as Bright White. (b) Eastern Hemisphere sales only. Note. All Custom Cover Plates are painted using Sherwin Williams Interior Latex Paint. Contact TYCO Customer Service with any questions related to custom orders. Sprinkler Wrench Specify: W Type 18 Sprinkler Wrench, P/N 56-000-1-265 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. f t► Cn TEFLON is trademark of The DuPont Corporation. "F;re Protection Products tqCL7 Series TY-FRB — Upright, Penden Quick Response, General Description Worldwide I www.tyco-fire.com Contacts 2.8, 4.2, 5.6, and 8.0 K-Factor t, and Recessed Pendent Sprinklers Standard Coverage The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pen- dent, and Recessed Pendent Sprin- klers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb -type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: • A two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a • A two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion -resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. spheres. Although corrosion -resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level of the Series TY- FRB Pendent Sprinklers is detailed in Technical Data Sheet TFP356, and Sprinkler Guards are detailed in Tech- nical Data Sheet TFP780. FITMMM The Series TY-FRB Concealed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, 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 maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY1131: Upright 2.81K, 1/2- NPT TY1231: Pendent 2.8K, 1/2- NPT TY2131: Upright 4.2K, 1/2- NPT TY2231: Pendent 4.2K, 1/2-NPT TY3131: Upright 5.6K, 1/2- NPT TY3231: Pendent 5.6K, 1/2- NPT TY4131: Upright 8.OK, 3/4- NPT TY4231: Pendent 8.OK, 3/4- NPT TY4831: Upright* 8.OK, 1/2-NPT TY4931: Pendent* 8.OK, 1/2-NPT Page 1 of 10 MARCH 2O13 *Eastern Hemisphere Sales Only TFP171 TFP171 Page 2 of 10 * Temperature rating ** Pipe thread connections per 1 - Frame is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Deflector. special request. PLATE SEATING i SURFACE ---- ' 7/16" (11,1 mm) j NOMINAL II ff 2-1/4" MAKE -IN p (57,2 mm) 2-3/16" V (55,6 mm) , 1-9/16" 1 (39,7 mm) 1/2' NPT** T WRENCH STYLE 10 or 20 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* 7 - Bushing 2-7/8"(73,0 mm) DIA. —I RECESSED PENDENT CROSS SECTION FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 112 INCH NPT * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. ESCUTCHEON PLATE SEATING SURFACE r� 7116" (11,1 mm) NOMINAL 2-3/16" MAKE -IN (55,6 mm) 2-3/16" } (55,6 mm) + III 1/2" NPT** I WRENCH STYLE 10 or 20 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* �— 2-7/8" (73,0 mm) DIA. —1 RECESSED PENDENT CROSS SECTION FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on ESCUTCHEON Deflector. special request. PLATE SEATING SURFACE `1 7/1 r I — 11,1 mm) JN(OMINAL 2-'3 16" MAKE -IN (55,6 mm) 2-3/16" 1-1/2" (55,6 mm) (38,1 mm) 1/2" NPT** WRENCH STYLE 10 or 20 Imo. 2-7/8" (73,0 mm) DIA. —I TFP171 Page 3 of 10 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* UPRIGHT FLATS RECESSED PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT * Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE 771/2" (12,7mm) NOMINAL f 2-5/16" MAKE -IN it (58,7 mm) ml 2-1/4" 1-9/16" r (57,2 mm) (39,7 mm) o 1 i 3/4" NPT** WRENCH STYLE 30 or 40 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 2-7/8" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT TFP171 Page 4 of 10 7/16" (11,1 mm) NOMINAL MAKE -IN 2-3/16" (55,6 mm) 1/2" NPT** WRENCH FLATS UPRIGHT CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 1 3 - Sealing 6 - Deflector Assembly 3 4 - Bulb 2-1/4" (57.2 mm) 2 14 * Temperature rating is 1-9/16" 4 indicated on Deflector. (39,7 mm) 5 ** Pipe thread connections I per ISO 7-1 can be 9 _ 6 * provided on special request. PENDENT CROSS SECTION FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K-FACTOR, 112 INCH NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and NYC Approved Refer to Table A and B for complete approval information including corrosion -resistant status. Maximum Working Pressure Refer to Table C. Discharge Coefficient K=2.8 GPM/psi1/2 (40,3 LPM/bar`112) K=4.2 GPM/psi1/2 (60,5 LPM/bars/2) K=5.6 GPM/psi1/2 (80,6 LPM/bar1/2) K=8.0 GPM/psi1/2 (115,2 LPM/barli2) Temperature Rating Refer to Table A and B. Finishes Sprinkler: Refer to Table A and B. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Physical Characteristics Frame ............. ... Bronze Button .............. Brass/Copper Sealing Assembly ......... Beryllium Nickel w/TEFLON Bulb ......................Glass Compression Screw........ Bronze Deflector........... Copper/Bronze Bushing (K=2.8) ........... Bronze Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pen- dent, and Recessed Pendent Sprinklers are intended for fire protection sys- tems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the require- ments of FM's Loss Prevention Data Sheets). Only the Style 10, 20, 30, or 40 Recessed Escutcheon, as applica- ble, is to be used for recessed pendent installations. installation The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklersmust be installed in accordance with this section. General Instructions Do not install any bulb -type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135'F (57°C) and 3/32 inch (2,4 mm) for the 286'F (141 °C) temperature ratings. A leak -tight 1/2 inch NPT sprinkler joint shold be obtained by applying a min- imum to maximum torque of 7 to 14 ft.l-bs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over -tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Series TY-FRB Upright and Pendent Sprinklers The Series TY-FRB Pendent and Upright Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe -thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 14). With refer- ence to Figures 1 through 5, apply the W Type 6 Sprinkler Wrench to the sprin- kler wrench flats. Series TY-FRB Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 10, 20, 30, or 40 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W Type 7 Recessed Sprinkler Wrench (Figure 15). With reference to Figures 1 to 4, apply the W Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step C. After ceiling installation and finishing, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFP171 Page 5 of 10 SPRINKLER FINISH (See Note 5) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS CHROME PLATED SIGNAL"` WHITE 135°F(57°C) Orange PENDENT (TY1231) and 155°F (68°C) Red 1, 2, 3, 4 175°F (79°C) Yellow UPRIGHT (TY1131) ° ° 200F 93C ( ) Green 286°F(141°C) Blue 135°F(57°C) Orange 2.8 1/2" NPT RECESSED PENDENT (TY1231)* Figure 6 1 55°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 1,2,4 135°F(57°C) Orange RECESSED PENDENT °C° 155F 68 ( ) Red 175°F (79°C) Yellow (TY1231)" Figure 7 200°F (93°C) Green 135°F(57°C) Orange PENDENT (TY2231) and 155°F (68°C) Red 175°F (79°C) Yellow UPRIGHT (TY2131) ° ° 200F 93C ( ) Green 286°F (141°C) Blue 135°F(57°C) Orange 4.2 1/2" NPT RECESSED PENDENT (TY2231)` Figure 6 1,2 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 135°F(57°C) Orange RECESSED PENDENT 155°F (68°C) Red 175°F (79°C) Yellow (TY2231)"' Figure 9 200°F (93°C) Green NOTES: 1. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion -Resistant Sprinklers. ' Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPI) 3/4" Total Adjustment Recessed Escutcheon, as applicable. " Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS TFP171 Page 6 of 10 SPRINKLER FINISH (See Note 8) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS I CHROME I SIGNAL"* PLATED WHITE LEAD COATED 5.6 1/2" NPT PENDENT (TY3231) and UPRIGHT (TY3131) 135°F(57°C) Orange 1, 2, 3, 4, 5, 6, 7 1, 2, 3, 5 155°F (68'C) Red 175°F (79'C) Yellow 200'F (93°C) Green 286°F(141°C) Blue RECESSED PENDENT (TY3231)- Figure 10 135°F(57°C) Orange 1, 2, 4, 5 N/A 155°F (68°C) Red 175°F (79°C) Yellow 200'F (93°C) Green 286°F (141°C) Blue RECESSED PENDENT (TY3231)*` Figure 11 135°F(57°C) Orange 1, 2, 3, 4, 5 N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 8.0 3/4 NPT PENDENT (TY4231) and UPRIGHT (TY4131) 135°F(57°C) Orange 1, 2, 3, 4, 5, 6, 7 1, 2, 5 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F(141°C) Blue RECESSED PENDENT (TY4231) Figure12 135°F(57°C) Orange 1, 2, 5 N/A 155°F (68°C) Red 175°F (79°C) Yellow ,200'F(93°C) Green 286°F(141°C) Blue RECESSED PENDENT (TY4231) Figure 13 135°F(57°C) Orange 1, 2, 3, 5 N/A 155°F (68°C) Red 175°F (79°C) Yellow 200'F (93°C) Green 286°F (141°C) Blue 8.0 1/2" NPT PENDENT (TY4931) and UPRIGHT (TY4831) 135°F(57°C) Orange 1, 2, 4, 5, 6 1, 2, 5 155°F (68°C) Red 175°F (79°C) Yellow 200'F (93°C) Green 286°F (141°C) Blue NOTES: 1. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers. However, LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved (For details, contact Tyco Fire Suppression 8 Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377.) 7. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. 8. Where Polyester Coated and Lead -Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion -Resistant Sprinklers. Where Lead -Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion -Resistant Sprinklers. Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. " Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6AND &0 K-FACTOR SPRINKLERS TFP171 Page 7of10 SPRINKLER FINISH K TYPE NATURAL CHROME SIGNAL LEAD FACTOR BRASS PLATED WHITE COATED PENDENT (TY1231) and 2.8 UPRIGHT (TY1131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY1231) PENDENT (TY2231) and 4.2 UPRIGHT (TY2131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY2231) PENDENT (TY3231) 175 PSI 5.6 and UPRIGHT (TY3131) 250 PSI (17,2 BAR) (12,1 BAR) 1/2" NPT OR 175 PSI (12,1 BAR) RECESSED (SEE NOTE 1) N/A PENDENT (TY3231) PENDENT (TY4231) 175 PSI 8.0 and UPRIGHT (TY4131) (12,1 BAR) 3/4" NPT 175 PSI (12,1 BAR) RECESSED N/A PENDENT (TY4231) 8.0 PENDENT (TY4931) 175 PSI 1/2" NPT and 175 PSI (12,1 BAR) (12.1 BAR) UPRIGHT (TY4831) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. Care and Maintenance The TYCO Series TY-FRB must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to TABLE C MAXIMUM WORKING PRESSURE corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices 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 other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Care must be exercised to avoid dam- age to the sprinklers -before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Initial and frequent visual inspections of random samples are recommended for corrosion -resistant sprinklers to verify the integrity of the corrosion -resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. Inspections of corrosion -resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprin- kler condition and the long-term integ- rity of the corrosion -resistant material, which can be affected by the corrosive conditions present. TFP171 Page 8 of 10 2-7/8" DIA. 5/8t1/4" (73,0 mm) 3/4" (19,1 mm) (15,9t6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING (3,2 mm) jl f } �NG SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 13/16" (20,6 mm) FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 112 INCH NPT 2-7/8" DIA. 5/8t1/4" (73,0 mm) 3/4" (19,1 mm) (15,9t6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57'2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) TY FRB 3/4" (19,1 mm) FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3141NCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 112 INCH NPT 1/2t1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE 2-7/8" DIA. (73,0 mm) 1/2" (12,7 mm) 2-1/4" DIA. (57,2 mm) 7 1/4" (6,4 mm) MOUNTING , PLATE CLOSURE SERIES TY-FRB 1-5/16"(33,3 mm) 1-1/16" (27,0 mm) FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 112 INCH NPT 2-7/8" DIA. 1/2t1/8" (73,0 mm) 1/2" (12,7 mm) (12,7-3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1 1/8° (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) TY-FRB 1" (25,4 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 112 INCH NPT 2-7/8" DIA. 5/8t1/4" (73,0 mm) 3/4" (19,1 mm) (15,9t6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) TY-FRB 3/4" (19,1 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 112 INCH NPT 2-7/8" DIA. _ (73,0 mm) 3/4" (19,1 mm) 5/8t1/4" (15,9t6,4 mm) �' FACE OF 2-1/4" DIA. (57,2 mm) v� 1/4" (6,4 mm) MOUNTING SPRINKLER PLATE FITTING MOUNTING SURFACE CLOSURE SERIES TY-FRB 1/8" (3,2 mm) jl 1-5/16" (33,3 mm)i1i1 13/16" (20,6 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 314 INCH NPT TFP171 Page 9 of 10 2-7/8" DIA. " 12,7 mm 1/2t1/8" (73,0 mm) 1/2( ) (12,7±3.2 mm) 2-1/4" DIA. 1/4" (6,4 mm) Ll E OF (57,2 mm) MOUNTING KLER PLATE ING r,F�, 7 1/8" (3,2 mm) ±� ' MOUNTING SURFACE 7v - SERIES 1-1/4" (31,8 mm) CLOSURE TY-FRB 1" (25,4 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 112 INCH NPT 2-7/8" DIA. 1/2t1/8" (73,0 mm) 1/2" (12,7 mm) (12,7t3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) (57,2 mm) FACE OF MOUNTING SPRINKLER PLATE FITTING (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 1-1/16" (27,0 mm) FIGURE 13 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 314 INCH NPT WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 14 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 15 W-TYPE 7 RECESSED SPRINKLER WRENCH TFP171 Page 10 of 10 P/N 57 - XXX - X - XXX SIN 330 2.8K UPRIGHT (1/2"NPT) TY1131 331 2.8K PENDENT (1/2"NPT) TY1231 340 4.2K UPRIGHT (1/2"NPT) TY2131 341 4.2K PENDENT (1/2"NPT) TY2231 370 5.6K UPRIGHT (1/2"NPT) TY3131 371 5.6K PENDENT (1/2"NPT) TY3231 390 8.OKUPRIGHT (3/4"NPT) TY4131 391 8.OK PENDENT (3/4"NPT) TY4231 360 8.OK UPRIGHT (1/2"NPT) TY4831' 361 8.OK PENDENT (1/2"NPT) TY4931` SPRINKLER TEMPERATURE FINISH RATINGS 1 NATURAL BRASS 135 135°F (57°C) 3 PURE WHITE (RAL9010)' 155 155°F (68°C) 4 SIGNAL WHITE (RAL9003) 175 175°F (79°C) 7 LEAD COATED 200 200°F (93°C) 9 CHROME PLATED 286 286°F (141°C) X JET BLACK (RAL9005)" Eastern Hemisphere sales only. " Available in only 2.8K, 4.2K, and 8.0K, 155°F (68°C) and 200°F (93°C); requires lead time to manufacture. TABLE D SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (PIN). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB (Specify SIN), (specify K-factor), (specify Pendent or Upright) Sprinkler (specify) tempera- ture rating, (specify) finish or coating, P/N (specify from Table D). Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify') finish, P/N (specify'). Sprinkler Wrench Specify: W Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W Type 7 Sprinkler Wrench, P/N 56-850-4-001. ` Refer to Technical Data Sheet TFP770. GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright© 2013 Tyco Fire Products, LP. All rights reserved. ti 700 TEFLON is trademark of The DuPont Corporation. iK1vn1r%= RIVERSIDE COUNTY FIRE DEPARTMENT FIRE PROTECTION PLANNING AND ENGINEERING SERVICES PLEASE REMIT A COPY OF THIS BILLING WITH YOUR PAYMENT TO: RIVERSIDE COUNTY FIRE DEPARTMENT PLANNING SECTION 77-933 LAS MONTANAS RD., #201 PALM DESERT, CA 92211 ATTN: JENISSER VALDEZ Phone: 760-863-8886 Fax: 760-863-7072 Case/Permit LAQ-16-RS-087 Project: RESIDENCE - LOT 59 Site: 48720 SAN LUCAS STREET, LOT 59, LA QUINTA 10033-05 r 11/07/2016 Spk Res PC 02/08/2017 'CERVANTES 'Spk Res Insp 12/27/2016 HETRICK Spk Res PC 11/21/2016 HETRICK 1,9pk Res PC Printed on 02/05/2018 Applicant/Owner: JONES DEVELOPMENT CORPORATION Mailing Address: 78060 CALLE ESTADO STE 9 LAQUINTA, CA 92253 OwnerPhone: 760-285-8712 == 4JONES DEVELOPMENT CORPORATION $614.00 ■ $614.00 RES OH ROUGH/ HYDRO - PASS RES SPK PLAN - APPROVED RES SPK PLAN - PENDING 1.00 $137.00 1.00 $147.00 0.50 $73.50 2.50 $357.50 Your Refund L($256.50) COUNTY OF RIVERSIDE FIRE DEPARTMENT John R. Hawkins County Fire Chief DATE: February 5, 2018 TO: Finance - Chris Pasillas FROM: Plannine - Jenisser Valdez RE: REQUEST FOR REFUND Refund amount: 1 $256.50 Please process a refund for the following: ORIGINAL RECEIPT INFORMATION County OCR # 10033-05 OCR Date 11/7/2016 Account #: LAQ-I6-RS-087 Description Residential Sprinkler Plan Check/M.O. Date 11/7/2016 1 CK# 13370 1 Check Amount $ 614.00 Payor Jones Development Corporation Address: 78060 Calle Estado, Ste 9 La Quinta, CA 92253 DUPLICATE RECEIPT INFORMATION fif relevant► nr navee if rliffarant frnm ahnvo County OCR # OCR Date Payee Address: Account # REASON FOR REFUND No longer handling projects in City of La Quinta. Refund from deposit(s). Finance REFUND INFORMATION use PAYMENT VOUCHER NUMBER: only REFUND CHECK # I I DATE Valdez, Jenisser@CALFIRE From: Brandes, Walt@CALFIRE Sent: Tuesday, February 06, 2018 9:36 AM To: CALFIRE RRU AP Invoices Cc: Valdez, Jenisser@CALFIRE Subject: FW: LAQ-I6-RS-087 - Residence/ Lot 59 - Refund Request $256.50 Attachments: S217754818020517201.pdf Request for refund is approved Walter Brandes Deputy Fire Marshal/Office of the Fire Marshal CAL FIRE/Riverside County Fire Department Direct:951-955-5272 1 Main: 951-955-4777 2300 Market St., Ste 150, Riverside, CA 92501 wait.br_andes@fire.ca.gov I www.rvcfire.org From: Milick, Luke@CALFIRE Sent: Tuesday, February 06, 2018 9:36 AM To: Brandes, Walt@CALFIRE <Walt.Brandes@fire.ca.gov> Cc: Valdez, Jenisser@CALFIRE <Jenisser.Valdez@fire.ca.gov> Subject: FW: LAQ-I6-RS-087 - Residence/ Lot 59 - Refund Request $256.50 Approved From: Valdez, Jenisser@CALFIRE Sent: Tuesday, February 06, 2018 8:44 AM To: Milick, Luke@CALFIRE <luke.milick@fire.ca.gov> Subject: LAQ-I6-RS-087 - Residence/ Lot 59 - Refund Request $256.50 Hi Luke, Please review refund request and forward to Walter for final approval. Thank you! Jenisser Valdez Office Assistant III/Office of the Fire Marshal CAL FIRE/Riverside County Fire Department Direct: 760-393-3387 1 Main: 760-863-8886 77933 Las Montanas Road, Ste 201, Palm Desert, CA 92211 jenisser.valdez@fire.ca.goy I www.rvcfire.org ■ Leadership ■ Competence 0 Integrity ■ Safety ■ Customer Service 9 The Office of the Fire Marshal is committed to provide professional fire and life safety engineering, permitting and inspection services for our citizens and emergency responders through exemplary customer service, leadership, education, analysis, innovation and partnership with the development and business community. County of Riverside Report ID: RVARA091 Run Date/Time: 11/7/2016 4:52 PM 0 Official County Receipt Page No: 1 of 1 Received Date: 11r7/2016 Accounting 1117/2016 Deposit BU: FPARC Account: FPO Descr: FPARC-PERRIS Receipt Number Dir Jrnl 0 Payment ID Description of Payment Pmt Amt 10033 -5 0 3370 779030;LAQ-I6-RS-087;48720 San Lucas St,LQ-ResSpk 614.00 Customer Name: JONES DEVELOPMENT CO Operator: E213520 Total Payment: 614.00 Assigned: E213520 ✓vim', a-1sl► g pX- Palm m�a�ere¢asa�m r_. x.. � • � • cc ax=mu.m-:-m.:�Nm�oc-=xrm.��o LA0--16— le5n-0 p -7 FIRSTBANK 3370 1) JONES DEVELOPMENT CORPORATION 73-000 HIGHWAY 111 78-060 CALLE ESTADO, SUITE 9 PALM DESERT, CA 92260 LA QUINTA, CA 92253 82504/1070 11 /7/2016 JONES 760-696-9624 DEVELOPMENT PAY TO THE Riverside County Fire Department $ **614.00 ORDER OF Six Hundred Fourteen and Riverside County Fire Department 77933 Las Montanas Road, Suite 201 Palm Desert, CA 92211 °E;,n'00 'ri DOLLARS f 4 safl Y IYP H' MEMO oRw ti 48-720 San Lucas St., LQ AUTMaPIIIER a E 1111003370116 1: LO 700 SO4 71: 2 38 L 2 289 6nr Zate: Residential Connection Charge Estimate September 1, 2016 Customer Name: Jody Jones Dev. Corp. Phone No. (760) 698-9624 Parcel No. 646-130-028 Geo. 05-06-36-1 Address: 48720 San Lucas St., La Quinta LID: 461106 Block No. Lot No. 59 Size of Lot: 11,326 Sq. ft- Tract No. Type of Service: R-1- J Duplex: El n Apts: SWsc: $ 3,176.68 Acres: 0.26 SWSC: $12j218.00 /acre WSBFC: $ 3,707.00 SCC: $ - Treatment: $2,436/edu Collection: $2,415/edu Meter: $ 400,00 Meter size: 1 inch Meter surcharge: $ 2,479.00 Service Size: 1 inch Service: $ - Meter & Service: $ - Backflow: $ - Other: $ - Sewer Lateral: $ - Total: $ 9,762.68 I Notes: Tract La. Quinta Golf Estates, No. 1. Per dwg 18303 a 1" service exists, no sewer available. All developer fees due. PZ 16-7435 Technician: Sara Lopez Fees A droved by; 4 t Information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection** Max. Flow= 22 gpm Max. Flow*= 31.4 gpm Min. Pressure= 65 psi Inlet Pressure 1= 88.7 psi Fire 5 rinkler Demand* Outlet Pressure= 63.3 psi Max. Flow= 31.4 gpm Min. Pressure= 60 psi Meter Size = 1 inch r System Type: U Service Size= 1 inch Multi Stand Alone 1 Prior to Pressure Regulating Valve ** For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=50', Meter $top ivtetar,Check Valve & Shut Off Valve Calcul:?,tions. PZ= La��� �� Res.A = �� Res./Ht= . , HGL= �37 Pr perty Elev.= `/l; c' ,.. I -I& GSa `15 r� � err f��] � �lJ�:�+-1 % 1 �� S ti�.-� � �� � �,5 • � `r, Appoved A%r4 c`�I c�-`nr_ ..._ Date: `/ I The meter sizing is for plan check purposes only. The ultimate responsibility resides with the Engine r-of-Record for the project. Cvwii -1J517 *****""This is just a QUOTE, all fees are subject to Change****'**** (Rev. 9/15) =ate: Residential Connection Charge Estimate September 1, 2016 Customer Name: Jody Jones Dev. Corp. Phone No. (760) 698-9624 Parcel No. 646-130-028 Geo. 05-06-36-1 Address: 48720 San Lucas St., La Quinta LID: 461106 Block No. Lot No. 59 Size of Lot: 11,326 sq. ft. Tract No. Type of Service: R-1: LIj Duplex: ❑ Apts: D SWSC: $ 3,176.68 Acres: 0.26 SWSC: $12,218.00 /acre WSBFC: $ 3,707.00 SCC: $ - Treatment: $2,436/edu collection: $2,415/edu Meter: $ 400.00 Meter size: 1 inch Meter surcharge: $ 2,479.00 service Size: 1 inch Service: $ - Meter & Service: $ - Backflow: $ - Other: $ - Sewer Lateral: $ - Total: $ 9,762.68 Technician: Sara Lopez Fees Approved by: Information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection** Max. Flow= 22 gpm Max. Flow*= 31.4 9Pm Min. Pressure= 65 psi Inlet Pressure 1= 88.7 psi Fire Sprinkler Demand* Outlet Pressure= 63.3 psi Max. Flow= 31.4 gpm Min. Pressure= 60 psi Meter Size = 1 inch System Typo: —I J Service Size= 1 Ir1Ch Multi Stand Alone 1 Prior to Pressure Regulating Valve *' For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=50', Meter 5lsirh7t�tgsCheck Valve & Shut Off Valve [{j Calculations: PZ= Lou. [ h Res. # _ Res./Ht= HGL= �'�� Property Elev.= `f _ r NO. CGct9� t.s x x. -k -• i :i x. Appoved by: _ i r=• - Date: % 1 �L The meter sizing is for plan check purposes only. The ultimate responsibility resides with the Engineer -of -Record for the project. CVWd-9S0 *********This is just a QUOTE, all fees are subject to Change********* (Rev. 9/15) Cervantes, Thomas@CALFIRE Subject: LAQ-I6-RS-087 - LQ GOLF CLUB/ LOT 59 - RES OH ROUGH/ HYDRO Location: 48720 SAN LUCAS STREET, LA QUINTA Start: Wed 2/8/2017 2:30 PM End: Wed 2/8/2017 3:00 PM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: Kirth Phone#: Co. Name: Cell#: 760-289-9054 Arc Mechanical l-,l VJJJL. HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Under round rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Under round h dro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final X Overhead rough piping X UST/AST TANK X Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Primary piping In-racksprinklers Secondail piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation I Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: StartTime: Finish Time: (� 0 5 Qii--�� 1 PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALI M ESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 CHARLES WASHINGTON DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIR, DEPARTMENT OFFICE OF THE FIRE MARSHAL 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 Fax (760) 863-7072 www.rvcfire.org 12/27/2016 ARC Mechanical PO Box 1354 Yucca Valley, CA 92284 Re: Residential Fire Sprinkler Plan Review — Jones Residence LAQ-I-RS-087 / 48-720 San Lucas Street, 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 (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760)863-8886. SUBJECT TO FIELD INSPECTION - Nothing in our review shall be construed as encompassing structural integrity. Review of this plan does not authorize or approve any omission or deviation from all applicable regulations. Final approval is subject to field inspection. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)863-8886. Kohl Hetrick - Fire Safety Specialist Fire Department Deposit Based Fees Effective as of 11/16/1998 — County Ordinance 671.18 These are Deposit Based Fees and there may be additional money due prior to or after project final. We do not accept cash or credit cards Checks or Money Orders are to be made payable to: Riverside County Fire Department Plans are reviewed in the order..they are. recei-ved, Plan Review/Inspection Min. Plan • Sets a Base ' Q. , Posit ` Fee Building 2 ..f $1,056.00 Tenant Improvement Building 2 , , �' $696.00 Fire Sprinkler (per riser) Tenant Improvement Sprinkler 3 »'$614:00 Residential Sprinkler '3' $614.00 ; Fire Alarm System 3 $627.00 Sprinkler Monitoring System 3 $192.00 Suppression Systems 3 $215.00 Aboveground Fuel Storage Tank (first tank) 3 $217.00 - Each additional tank 3 $32.00 $348.00 High Pile or Rack Storage Fire Flow Report 1 $178.00 Technical Report — Research $584.00 Special Inspection $126.00 Items not listed above are on a sliding scale starting at $197.00 - Up kiveiside County Fire Depf nent Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM I New ❑ Re -Submittal # ❑ As-builts re Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 Permit No. l!_ AQ - I6-P,,5-N-7 Gfyjf 61eEs2016-0169 Project Information (Please Print) Project Name: 30NQ_5 SAt�L Luc.a.6 ''// of59 Address: `26. 7Zo SAA4 Loc qs �r-,eEET" City & Zip: LA QutuT4 `i 7-Z53 Contact Information Office use only Riverside Cor_rnty File Office of the Fire Marshal By. I have read and understand that Fire Dept. fees are Deposit Based Fees and there may be additional money due prior to or after project final. Sign: Print: Billing Information Same as Contact Info CONTACT PERSON: ,00 Y Jok M S BILL TO: Mailing Address: -7a A >C boa�9 Mailing Address: City & Zip /-a, u o4-r-4 qus.5 City & Zip Phone No.: 164. 415 Fax: X6. ,56 ! Phone No.: Fax: Email: Tar eVcor• P c_6m Email: The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes in billing information must be made in writing to our office. Plan Review TvDe CCheck appropriate items ❑ Commercial ❑ Industrial Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area (Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storage Tank Submiffals. ❑ Dispensers Only t] Above Ground ❑ Underground 7fficP IIsP C Fee Paid: j Date Paid: ��I�7I�Il Check#: 3370 Reviewed by: PC Review Date: 1 0 Approved Denied Called for Pick -Up Date: B y Picked -Up Date: '��� By: �d,^ Received By: t.' Receipt#(QCR 1 5 Plans Stamped: DYes ❑No Letter Attached: DYes ❑No Job Card Included: DYes ❑No Shipped By / Method ❑DBF ❑DBF ❑DBF Form 1 — Revised 7/25/2012 Visit us at www.rvcfire.or