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LAQ-17-RS-022
ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE BURT HANADA 8/4/2016 8/5/2016 ESGIL FEE MOCKUP DUE ESGIL FEE MOCKUP SENT. NOTE MARY FASANO 12/20/2016 12/20/2016 WHEN CONTRACTOR BROUGHT IN THE DEFERRED TRUSSES, I DIDN'T KNOW THAT THEY HAD TO BE SENT OUT TO STRUCTURAL. JIM BROUGHT IT TO MY ATTENTION. YOUNG ENG DID THE TRUSSES SO I SENT THEM TO ESGIL. PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED MARY FASANO 9/26/2016 9/27/2016 PLANS RECEIVED FROM ESGIL PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED RAMSES SEVILLA 7/29/2016 7/29/2016 Description: MADISON / JONES DEVELOPMENT / SFD Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 7/12/2016 SKH Parcel No: 767690011 Site Address: 81454 AMUNDSON AVE LA QUINTA,CA 92253 Approved: 10/19/2016 JJO Subdivision: TR 33076-2 Block: Lot: 19 Issued: 10/21/2016 SKH Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 9/5/2018 crw Valuation: $984,143.60 Occupancy Type: Construction Type: Expired: 3/4/2019 crw No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: NEW 11253 SQ. FT. SFR. THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALL, DRIVEWAY APPROACH, BBQ, WATER FEATURE, & FIRE PITS. HOME IS FIRE SPRINKLED PER 2013 CRC CODES. Printed: Thursday, February 29, 2024 12:20:16 PM 1 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED STEPHANIE KHATAMI 10/17/2016 10/17/2016 APPROVED PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED STEPHANIE SWANSTROM 1/3/2017 1/3/2017 APPROVED PLAN CHECK PICKED UP JULIO ANAYA 4/26/2018 4/26/2018 PLAN CHECK PICKED UP MARY FASANO 8/4/2016 8/4/2016 PAM PICKED UP PLANS FOR REVISONS PLAN CHECK PICKED UP STEPHANIE KHATAMI 9/27/2016 9/27/2016 PAM PLAN CHECK SENT TO OUTSIDE PC STEPHANIE KHATAMI 7/12/2016 7/13/2016 PLAN CHECK SENT TO OUTSIDE PC STEPHANIE KHATAMI 9/14/2016 9/15/2016 PLAN CHECK SUBMITTAL RECEIVED MARY FASANO 12/15/2016 12/15/2016 PAM BROUGHT IN THE TRUSS CALCS PLAN CHECK SUBMITTAL RECEIVED STEPHANIE KHATAMI 7/12/2016 7/13/2016 PLAN CHECK SUBMITTAL RECEIVED STEPHANIE KHATAMI 9/14/2016 9/15/2016 PLAN CHECK SUBMITTAL RECEIVED STEPHANIE SWANSTROM 7/11/2018 7/11/2018 REVISION 2: TITLE 24 PUBLIC COUNTER VISIT AARON HICKSON 9/14/2018 9/14/2018 PAM DIXON PICKED UP C OF O. RESUBMITTAL AARON HICKSON 6/14/2018 6/14/2018 PAM DIXON RESUBMITTED SLIP SHEET PLANS AND REV-1 CORRECTIONS AND RESPONSES RESUBMITTAL ARMANDO MAGALLON 3/14/2018 3/15/2018 REVISIONS RECEIVED FOR T24S RESUBMITTAL STEPHANIE KHATAMI 10/5/2016 10/5/2016 RESUBMITTAL STEPHANIE SWANSTROM 4/18/2018 4/18/2018 SUBMITTAL AARON HICKSON 4/5/2018 4/5/2018 PAM DIXON SUBMITTED REVISED TITLE 24'S AND 3 REVISED PLANS FOR REV-1 Printed: Thursday, February 29, 2024 12:20:16 PM 2 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT JODY JONES DEVELOPMENT CORPORATION 78-060 CALLE ESTADO LA QUINTA CA 92253 (310)442-3383 CONTRACTOR JODY JONES DEVELOPMENT CORPORATION 78-060 CALLE ESTADO LA QUINTA CA 92253 (310)442-3383 OWNER 1505 LYNHAVEN LLC 12121 WILSHIRE BLVD STE 900 LOS ANGELES CA 90026 (310)442-3383 CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES READY TO ISSUE CHECKLIST STEPHANIE KHATAMI 10/5/2016 10/5/2016 10/21/2016 COMPLETE HOA LETTER AND GRANT DEED RECEIVED/ATTACHED. SK SCHOOL FEES, HOA & GRANT DEED RECIEVED TELEPHONE CALL AJ ORTEGA 3/21/2018 3/21/2018 LEFT VOICEMAIL FOR APPLICANT (760-698-9624) THAT REVISION 1 SUBMITTAL IS READY FOR CORRECTIONS. TELEPHONE CALL JULIO ANAYA 4/12/2018 4/12/2018 NOTIFY PAM AT JUDY JONES DEVELOPMENT(760-698-9624) SUBMITTAL "REV 1" WILL REQUIRED A REVISED SITE PLAN ILLUSTRATING PROPOSED LOCATION OF NEW CONDENSER UNIT FOR NEW MINISPLIT UNIT SERVICING GARAGE. TELEPHONE CALL JULIO ANAYA 4/24/2018 4/24/2018 PHONED APPLICANT JODY JONE (760-698-9624) THAT PLANS ARE READY FOR CORRECTIONS TELEPHONE CALL JULIO ANAYA 6/28/2018 6/28/2018 CALLED APPLICANT JODY JONES (760-698-9624) TO INFORM HIM/HER THE REV1 RE SUBMITTAL ARE APPROVED READY TO ISSUE TELEPHONE CALL JIM JOHNSON 10/19/2016 10/19/2016 CALLED JODY JONES TO INFORM THEM THE PLANS ARE APPROVED. NEED SCHOOL FEES TELEPHONE CALL JIM JOHNSON 1/6/2017 1/6/2017 CALLED PAN AT JODY JONES TO INFORM HER THE TRUSS PLANS ARE APPROVED CONDITIONS FINANCIAL INFORMATION Printed: Thursday, February 29, 2024 12:20:16 PM 3 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $1,960.36 $1,960.36 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Total Paid for ART IN PUBLIC PLACES - AIPP: $1,960.36 $1,960.36 HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 1 $156.00 $156.00 6/29/18 R37062 4579 CHECK JODY JONES DEVELOPMENT CORPORA AHI HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 0.5 $78.00 $78.00 8/2/18 R38214 4641 CHECK JODY JONES DEVELOPMENT CORPORA MFA HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 1 $152.00 $152.00 1/6/17 R21219 5613 CHECK JODY JONES DEVELOPMENT CORPORA MFA HOURLY CHARGE - ESGIL STRUCTURAL ENGINEER 101-0000-42600 1 $120.00 $120.00 1/6/17 R21219 5613 CHECK JODY JONES DEVELOPMENT CORPORA MFA Total Paid for BLDG CITY STAFF - PER HOUR: $506.00 $506.00 BSAS SB1473 FEE 101-0000-20306 0 $40.00 $40.00 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $40.00 $40.00 DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Printed: Thursday, February 29, 2024 12:20:16 PM 4 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 POWER APPARATUS 101-0000-42403 0 $120.85 $120.85 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH POWER APPARATUS PC 101-0000-42600 0 $120.85 $120.85 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH SERVICES 101-0000-42403 0 $24.17 $24.17 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH SERVICES PC 101-0000-42600 0 $12.09 $12.09 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Printed: Thursday, February 29, 2024 12:20:16 PM 5 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY TEMP POWER SERVICE PC 101-0000-42600 0 $16.92 $16.92 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Total Paid for ELECTRICAL: $319.05 $319.05 RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $184.95 $184.95 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $76.20 $76.20 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Total Paid for ELECTRICAL - NEW CONSTRUCTION: $454.04 $454.04 RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF 101-0000-42408 0 $36.26 $36.26 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF PC 101-0000-42600 0 $181.29 $181.29 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Total Paid for GRADING: $217.55 $217.55 CONDENSER/COMPRES SOR 101-0000-42402 0 $217.56 $217.56 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH CONDENSER/COMPRES SOR PC 101-0000-42600 0 $145.02 $145.02 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Printed: Thursday, February 29, 2024 12:20:16 PM 6 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH FURNACE 101-0000-42402 0 $217.56 $217.56 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH FURNACE PC 101-0000-42600 0 $145.02 $145.02 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH VENT FAN 101-0000-42402 0 $120.90 $120.90 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH VENT FAN PC 101-0000-42600 0 $48.30 $48.30 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Total Paid for MECHANICAL: $911.28 $911.28 NEW CONSTRUCTION PERMIT 101-0000-42400 0 $1,021.17 $1,021.17 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Total Paid for NEW CONSTRUCTION PERMIT: $1,021.17 $1,021.17 NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,400.00 $1,400.00 7/12/16 R17017 1048 CHECK 1505 LYNHAVEN LLC SKH NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $828.96 $828.96 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Total Paid for NEW CONSTRUCTION PLAN CHECK: $2,228.96 $2,228.96 BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Printed: Thursday, February 29, 2024 12:20:16 PM 7 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH FIXTURE/TRAP 101-0000-42401 0 $386.88 $386.88 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH FIXTURE/TRAP PC 101-0000-42600 0 $386.88 $386.88 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $24.17 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH ROOF DRAIN 101-0000-42401 0 $253.89 $253.89 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH ROOF DRAIN PC 101-0000-42600 0 $253.89 $253.89 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH WATER HEATER/VENT 101-0000-42401 0 $36.27 $36.27 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH WATER HEATER/VENT PC 101-0000-42600 0 $21.75 $21.75 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Printed: Thursday, February 29, 2024 12:20:16 PM 8 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES TEMPORARY POWER JFU 11/10/2016 11/10/2016 APPROVED TEMPLATE FOOTING AOR 12/16/2016 12/16/2016 PARTIALLY APPROVED (20) TEMPLATE FOOTING PER APPROVED PLAN, ANCHORS AND PLATES TO BE PER APPROVED SHOP DRAWINGS. LOCATIONS WITH OFFSET TEMPLATE PLACEMENT NEED TO BE CORRECTED OR HAVE RFI APPROVAL FROM EOR. TEMPLATE FOOTING JFU 12/19/2016 12/19/2016 APPROVED (20) TEMPLATE FOOTINGS. PREVIOUS RFI REQUEST NOT REQUIRED AS PADS WERE RECONFIGURED PER CORRECTIONS. DEFERRED TRUSS BHA 12/20/2016 12/20/2016 NOT READY UNDERGROUND PLBG JFU 1/9/2017 1/9/2017 APPROVED DOES NOT INCLUDE SEWER CONNECTION. SEWER CONNECTION JFU 1/10/2017 1/10/2017 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Total Paid for PLUMBING FEES: $1,448.35 $1,448.35 SMI - RESIDENTIAL 101-0000-20308 0 $127.94 $127.94 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Total Paid for STRONG MOTION INSTRUMENTATION SMI: $127.94 $127.94 SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 10/21/16 R19393 9002 CHECK JODY JONES DEVELOPMENT CORPORA SKH Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$17,966.14 $17,966.14 Printed: Thursday, February 29, 2024 12:20:16 PM 9 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 DRYPACK AOR 1/13/2017 1/13/2017 APPROVED FOOTINGS JFU 1/30/2017 1/30/2017 APPROVED W/EXCEPTIO N FORM CERTIFICATION REQUIRED PRIOR TO SLAB INSPECTION APPROVAL. FOOTINGS AOR 2/10/2017 2/10/2017 APPROVED COURTYARD GRADE BEAMS FOR WATER FEATURE ONLY ROOF NAIL JFU 4/6/2017 4/6/2017 DISAPPROVE D PARTIAL INSPECTION RQUESTED FOR ROOF NAILING ONLY AT UNBLOCKED DIAPHRAGMS 14, 15, AND 16 AT SOUTHWEST OF STRUCTURE. -NAIL SPACING EXCEEDS THE MAXIMUM SPACING. ADD NAILING AS REQUIRED PER UNBLOCKED DIAPHRAGM SCHEDULE ON S1.5. -ADDITIONALLY, NOTICED THAT BLOCKED ROOF DIAPHRAGMS TO THE EAST (I.E. #11, #12, ETC) WERE NOT FULLY BLOCKED. THESE DIAPHRAGMS MUST BE BLOCKED PER DETAIL 10/S1.5. ROOF NAIL AOR 4/7/2017 4/7/2017 DISAPPROVE D GUEST HOUSE NAILING ONLY CORRECTED AT BOUNDARY, PER DETAIL IT INCLUDES PANEL EDGES, FRAMER TO REQUEST RFI FROM EOR FOR CONSIDERATION OF BLOWING OUT 2x4 TRUSSES OR CORRECT PER PLAN. ROOF NAIL JFU 4/13/2017 4/13/2017 PARTIALLY APPROVED NAILING ONLY AT DIAPHRAGMS 14, 15, & 16. SECOND INSPECTION OF THIS AREA REQUIRED WHEN ALL ROOF VENTS, ROOF DRAINS, CRICKETS, ETC HAVE BEEN INSTALLED. ROOF NAIL AOR 4/20/2017 4/20/2017 APPROVED W/EXCEPTIO N REMAINING SECTION 1-13 WITH SAME EXCEPTIONS AS PREVIOUS INSPECTION. Printed: Thursday, February 29, 2024 12:20:16 PM 10 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 ROOF NAIL AOR 6/22/2017 6/22/2017 APPROVED W/EXCEPTIO N FIRE PLACE AT MASTER BATHROOM NOT PER PLAN OR INSTALLED PER CODE FOR CHIMNEY TERMINATION, REVISION WILL NEED TO BE SUB,ITTED, REVIEWED AND APPROVED. OKAY TO WRAP JFU 8/3/2017 8/3/2017 PARTIALLY APPROVED PARTIAL PARTIALLY APPROVED AT GIEST HOUSE AND ENTRY. RFI REQUIRED FOR SUB-PANEL PENETRATION OF SHEAR WALL "C" ADJACENT TO MECHANICAL CLOSET. ALSO, ADDITIONAL FIREBLOCKING IS REQUIRED AT THE CONCEALED SPACE BETWEEN GUEST HOUSE AND ENTRY. SEE JOB PLANS FOR CLARIFICATION OF THESE ITEMS. OKAY TO WRAP JFU 8/7/2017 8/7/2017 PARTIALLY APPROVED APPROVAL AT GUEST HOUSE AND ENTRY ONLY. VERIFIED FIREBLOCKING AT CONCEALED SPACE AT EAST OF GUEST HOUSE, BETWEEN GUEST HOUSE AND ENTRY. SHEARWALL PENETRATION ADJACENT TO MECHANICAL CLOSET AT WEST SIDE OF GUEST HOUSE STRAPPED AND BLOCKED PER DETAIL 10/S1.6A. FRAMING JFU 8/8/2017 8/8/2017 PARTIALLY APPROVED PRELIM FRAMING AT DOUBLE SIDED SHEAR WALL "C" AT WEST SIDE OF GUEST HOUSE ADJACENT TO MECHANICAL CLOSET. CONTRACTOR TO PROVIDE PHOTO OF INSULATION. OKAY TO WRAP JFU 8/9/2017 8/9/2017 PARTIALLY APPROVED PARTIAL APPROVAL OF THE REMAINDER OF THE DWELLING. SEE JOB PLANS SHEETS S4.1 & S4.2 FOR LOCATIONS OF APPROVAL. FRAMING JFU 8/15/2017 8/15/2017 PARTIALLY APPROVED GUEST HOUSE ONLY.EXCEPTION: VERIFY FIREBLOCKING AT FIREPLACE FLUE CHASE AT INSULATION INSPECTION. Printed: Thursday, February 29, 2024 12:20:16 PM 11 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 ROUGH ELEC JFU 8/15/2017 8/15/2017 PARTIALLY APPROVED GUEST HOUSE ONLY. ROUGH MECH JFU 8/15/2017 8/15/2017 PARTIALLY APPROVED GUEST HOUSE ONLY. ROUGH PLBG JFU 8/15/2017 8/15/2017 PARTIALLY APPROVED GUEST HOUSE ONLY.EXCEPTION: APPLY PERMANENT CAP AT WEST WALL OF BEDROOM 3. VERIFY AT INSULATION INSPECTION. OKAY TO WRAP JFU 8/17/2017 8/17/2017 APPROVED W/EXCEPTIO N MASTER BEDROOM OVERHANG AREA LIGHTING NOT INSTALLED. THIS ARE AMUST REMAIN UNCOVERED, TO BE REINSPECTED WITH THE FRAMING COMBO. TO CLARIFY, FENESTRATION INSTALLATION IS INCOMPLETE AT THIS TIME. NONE OF THE "OKAY TO WRAP" INSPECTIONS TO DATE HAVE INCLUDED INSPECTION OF FENESTRATION SURFACE VALUES, SAFETY GLAZING, ETC. ALL FENESTRATION, WHEN INSTALLED, WILL REQUIRE AN ADDITIONAL INSPECTION. INSULATION JFU 8/21/2017 8/21/2017 PARTIALLY APPROVED PRELIM INSULATION AT MAIN HOUSE POCKET DOORS. NOTE: SECOND INSPECTION REQUIRED FOR SHEAR PANEL INSTALLATION AT DOUBLE SHEAR WALL AT DOOR POCKET AT NORTH END OF HOME. Printed: Thursday, February 29, 2024 12:20:16 PM 12 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 FRAMING JFU 8/24/2017 8/24/2017 PARTIALLY APPROVED PARTIALLY APPROVED W/ EXCEPTION AT SOUTH PART OF EAST WING (SEE JOB PLANS FOR LOCATION). SEE FRAMING INSPECTION NOTES FOR EXCEPTIONS.EXCEPTIONS:- FIREBLOCKING MUST BE VERIFIED AT BEDROOM 1 BATH AND ADJACENT CONCEALED SPACE.-THIS INSPECTION DOES NOT INCLUDE DOUBLE SIDED SHEAR WALL AT NORTHEAST CORNER OF GARAGE ADJACENT TO MECHANICAL CLOSET. THIS AREA MAY REQUIRE RFI OR RE-DESIGN BY EOR. ROUGH ELEC JFU 8/24/2017 8/24/2017 PARTIALLY APPROVED SOUTH PART OF EAST WING (SEE JOB PLANS FOR LOCATION). SEE FRAMING INSPECTION NOTES FOR EXCEPTIONS. ROUGH MECH JFU 8/24/2017 8/24/2017 PARTIALLY APPROVED SOUTH PART OF EAST WING (SEE JOB PLANS FOR LOCATION). SEE FRAMING INSPECTION NOTES FOR EXCEPTIONS. ROUGH PLBG JFU 8/24/2017 8/24/2017 PARTIALLY APPROVED SOUTH PART OF EAST WING (SEE JOB PLANS FOR LOCATION). SEE FRAMING INSPECTION NOTES FOR EXCEPTIONS. INSULATION JFU 8/28/2017 8/28/2017 PARTIALLY APPROVED CASITA ONLY. FRAMING JFU 9/5/2017 9/5/2017 PARTIALLY APPROVED FRAMING COMBINATION AT CEILING ONLY AT NORTH END OF MAIN HOUSE. (SEE JOB PLANS FOR LOCATION OF APPROVAL). INSULATION JFU 9/5/2017 9/5/2017 PARTIALLY APPROVED SOUTH PORTION OF MAIN HOUSE. SEE JOB PLANS FOR LOCATIONS OF APPROVAL. THIS AREA IS APPROVED WITH THE EXCEPTION THAT THE DOUBLE-SEIDED SHEAR WALL ON NORTH GARAGE WALL WILL REQUIRE A FIX AND A REINSPECTION. OK TO COVER ALL OTHER WALLS IN THIS AREA. Printed: Thursday, February 29, 2024 12:20:16 PM 13 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 FRAMING JFU 9/7/2017 9/7/2017 PARTIALLY APPROVED COMPLETE APPROVAL WITH THE EXCEPTION OF (2) DOUBLE-SIDED SHEAR WALLS WHICH REQUIRE A FIX FROM THE EOR--SEE PLANS. OK TO INSULATE. ROUGH ELEC JFU 9/7/2017 9/7/2017 APPROVED COMPLETE APPROVAL. ROUGH MECH JFU 9/7/2017 9/7/2017 APPROVED COMPLETE APPROVAL. ROUGH PLBG JFU 9/7/2017 9/7/2017 APPROVED COMPLETE APPROVAL. DRYWALL NAIL JFU 9/12/2017 9/12/2017 PARTIALLY APPROVED GUEST HOUSE GUEST HOUSE ONLY. LATH JFU 9/12/2017 9/12/2017 PARTIALLY APPROVED GUEST HOUSE GUEST HOUSE ONLY. INSULATION JFU 9/14/2017 9/14/2017 APPROVED COMPLETE APPROVAL. FRAMING JFU 9/14/2017 9/14/2017 APPROVED COMPLETE APPROVAL OF FRAMING. DRYWALL NAIL JFU 9/14/2017 9/14/2017 PARTIALLY APPROVED SOUTH HALF OF MAIN HOUSE ONLY. SEE JOB PLANS FOR LOCATION. DRYWALL NAIL JFU 9/19/2017 9/19/2017 CANCELED LATH JFU 9/19/2017 9/19/2017 APPROVED COMPLETE APPROVAL. COMPLETE APPROVAL. COMPLETE APPROVAL. DRYWALL NAIL JFU 9/21/2017 9/21/2017 APPROVED ALL REMAINING AREAS. COMPLETE APPROVAL. TEMP USE OF PERM PWR JFU 2/15/2018 2/15/2018 DISAPPROVE D -LAND GAS AND WATER BONDS-LAND 125A SUBPANEL EGC-LAND SWITCHGEAR GEC-#3 REBAR IS INSUFFICENT DIAMETER FOR USE AS A GROUNDING ELECTRODE. SUPPLY ALTERNATE GROUNDING ELECTRODE SYSTEM (i.e. (2) GROUND RODS) Printed: Thursday, February 29, 2024 12:20:16 PM 14 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 TEMP USE OF PERM PWR JFU 2/20/2018 2/20/2018 APPROVED W/EXCEPTIO N SYSTEM WILL BE RELEASED TO UTILITY AS GROUNDING ELECTRODE SYSTEM HAS BEEN INSTALLED (2 GROUND RODS). HOWEVER, THE FOLLOWING CORRECTIONS MUST BE RESOLVED PRIOR TO OR CONCURRENTLY WITH THE FINAL INSPECTION:-LAND 125A EGC AT GROUND BUS AT SWITCHGEAR- IDENTIFY GAS AND WATER BOND AND GEC WITH GREEN TAPE OR OTHER APPROVED IDENTIFICATION-OPEN ALL SUBPANELS FOR INSPECTIONSYSTEM WILL BE RELEASED WITH THE EXCEPTION THAT THE LICENSED ELECTRICAL SUBCONTRACTOR MUST MONITOR THE ENERGIZATION OF EACH CIRCUIT AND ALL DISTRIBUTION EQUIPMENT. SYSTEM WILL BE RELEASED TO UTILITY AS GROUNDING ELECTRODE SYSTEM HAS BEEN INSTALLED (2 GROUND RODS). HOWEVER, THE FOLLOWING CORRECTIONS MUST BE RESOLVED PRIOR TO OR CONCURRENTLY WITH THE FINAL INSPECTION:-LAND 125A EGC AT GROUND BUS AT SWITCHGEAR- IDENTIFY GAS AND WATER BOND AND GEC WITH GREEN TAPE OR OTHER APPROVED IDENTIFICATION-OPEN ALL SUBPANELS FOR INSPECTIONSYSTEM WILL BE RELEASED WITH THE EXCEPTION THAT THE LICENSED ELECTRICAL SUBCONTRACTOR MUST MONITOR THE ENERGIZATION OF EACH CIRCUIT AND ALL DISTRIBUTION EQUIPMENT. Printed: Thursday, February 29, 2024 12:20:16 PM 15 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 SPECIAL INSPECTION JFU 7/6/2018 7/6/2018 DISAPPROVE D INSPECTION SCHEDULED TO INSPECT GLAZING SURFACES THAT WERE NOT INSTALLED AT PREVIOUS INSPECTIONS. WINDOW VALUES DO NOT MATCH, VARIOUS LABELS ARE MISSING OR NOT PROVIDED, AND SAFETY GLAZING LABELS WERE NOT FOUND ON SOME DOOR PANELS. SPECIAL INSPECTION DCL 8/14/2018 8/14/2018 CANCELED - INSPECTION REQUEST WAS FOR 8/15/2018. APPLICANT WILL RECALL FOR TOMORROW. SPECIAL INSPECTION JFU 8/15/2018 8/15/2018 APPROVED - WINDOW INSPECTION FOR TITLE 24 REVISION. FINAL**JFU 8/31/2018 8/31/2018 DISAPPROVE D -OBTAIN GAS TEST APPROVAL -PROVIDE ADDRESS NUMBERS -LABEL 100A BREAKER AT CASITA EXTERIOR SUBPANEL -LABEL SWITCH GEAR COMPLETELY -PROVIDE VACANCY SENSORS AT GARAGE -AFCI PROTECTION REQUIRED AT SHADE MOTORS AND BED 3 PLUGS (AV CLOSET SUBPANEL) -OBTAIN FIRE DEPARTMENT APPROVAL -PROVIDE GFCI PROTECTION AT WET BAR RECEPTACLES -PROVIDE GFCI PROTECTION AT ALL BATHROOM RECEPTACLES NOTES: HERS VERIFICATION REGISTRATION RECEIVED VIA EMAIL. FINAL**JFU 9/5/2018 9/5/2018 APPROVED PREVIOUS CORRECTIONS RESOLVED. GAS LINE/TEST JFU 9/5/2018 9/5/2018 APPROVED REVIEWS PARENT PROJECTS Printed: Thursday, February 29, 2024 12:20:16 PM 16 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST ESGIL COMPLETE (2 WK)KURT CULVER 7/12/2016 8/2/2016 7/26/2016 REVISIONS REQUIRED 1ST BLDG NS (1 WK)BURT HANADA 7/26/2016 8/2/2016 8/2/2016 REVISIONS REQUIRED 2ND BLDG NS (2 WK) BURT HANADA 9/14/2016 9/28/2016 9/27/2016 REVISIONS REQUIRED ESGIL CORRECTIONS OUTSTANDING. 2ND BLDG STR (2 WK)KURT CULVER 9/14/2016 9/28/2016 9/23/2016 REVISIONS REQUIRED 3RD BLDG NS (2 WK)BURT HANADA 10/5/2016 10/19/2016 10/19/2016 APPROVED 3RD BLDG STR (2 WK)KURT CULVER 10/5/2016 10/19/2016 10/14/2016 READY FOR APPROVAL 1ST PW GREEN SHEET AMY YU 10/5/2016 10/12/2016 10/11/2016 REVISIONS REQUIRED RELOCATE WALL OUT OF PUE SHOW DISTURBED AREA FILL OUT WQMP FORM COMPLETELY EMAILED JODY JONES TO PICK UP REDLINES 2ND PW GREEN SHEET AMY YU 10/18/2016 10/25/2016 10/19/2016 READY FOR APPROVAL WDID NUMBER 733C378052 1ST BLDG NS (1 WK)BURT HANADA 12/20/2016 12/30/2016 1/5/2017 APPROVED DEFERRED TRUSSES 1ST BLDG STR (1 WK)KURT CULVER 12/20/2016 12/30/2016 12/28/2016 READY FOR APPROVAL DEFERRED TRUSS REVIEW April 18th, 2017 Arc Mechanical P.O. Box 1354 Yucca Valley, CA 92284 Re: Residential Fire Sprinkler Review-Lot 19B Madison Residence LAQ-17-RS-022/BRES2016-0199 81454 Printed: Thursday, February 29, 2024 12:20:16 PM 17 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 FIRE LISA NOTTINGHA M 4/18/2017 4/18/2017 4/18/2017 READY FOR APPROVAL - CONDITION Amundson Avenue La Quinta, CA 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. 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. Printed: Thursday, February 29, 2024 12:20:16 PM 18 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/1/2016 AJ ORTEGA 1ST REVIEW STRUCTURAL FEE SHEET BRES2016-0199 - 1ST REVIEW STRUCTURAL FEE SHEET.pdf 0 DOC 8/1/2016 AJ ORTEGA 1ST REVIEW STRUCTURAL CORRECTIONS BRES2016-0199 - 1ST REVIEW STRUCTURAL CORRECTIONS.pdf 0 DOC 9/26/2016 AJ ORTEGA 2ND REVIEW STRUCTURAL CORRECTIONS BRES2016-0199 - 2ND REVIEW STRUCTURAL CORRECTIONS.pdf 0 BOND INFORMATION Lisa Nottingham - Fire Safety Specialist 1ST BLDG NS (1 WK)AJ ORTEGA 3/14/2018 3/21/2018 3/21/2018 REVISIONS REQUIRED REVISION 1: ENERGY CALCULATION SCOPE OF WORK ON APPLICATION SHOWS INSTALLATION OF GARAGE AC AND CHANGES TO WINDOW VALUES, THESE WOULD REQUIRE A REVISED PLAN TO SHOW THE INSTALLATION REQUIREMENTS OF THE MINI-SPLIT SYSTEM AND TO IDENTIFY WHICH FENESTRATIONS SURFACES ARE CHANGING. 2ND BLDG NS (1 WK)JULIO ANAYA 4/5/2018 4/12/2018 4/12/2018 PENDING DOCUMENTS WILL REQUIRED A REVISED SITE PLAN ILLUSTRATING PROPOSED LOCATION OF NEW CONDENSER UNIT FOR NEW MINISPLIT UNIT FOR GARAGE. 3RD BLDG NS (1 WK)JULIO ANAYA 4/18/2018 4/23/2018 4/23/2018 REVISIONS REQUIRED REVISION 1: ENERGY CALCULATION SEE CORECTION LIST REV1-3RD REVIEW 4TH BLDG NS (1 WK)JULIO ANAYA 6/14/2018 6/21/2018 6/28/2018 APPROVED REV-1 SUBMITTED SLIP SHEETED P REV-1 SUBMITTED SLIP SHEETED PLANS 1ST BLDG NS (1 WK)JULIO ANAYA 7/11/2018 7/18/2018 8/2/2018 APPROVED REVISION 2: TITLE 24 REV 2 ENERGY REPORT Printed: Thursday, February 29, 2024 12:20:16 PM 19 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/17/2016 AJ ORTEGA 3RD REVIEW STRUCTURAL TRANSMITTAL (APPROVED) BRES2016-0199 - 3RD REVIEW STRUCTURAL TRANSMITTAL (APPROVED).pdf 0 DOC 12/30/2016 AJ ORTEGA DEF SUB 1 - 1ST REVIEW STRUCTURAL FEE SHEET lqBRES2016- 0199.rev1.DOC.2.pdf 0 DOC 12/30/2016 AJ ORTEGA DEF SUB 1 - 1ST REVIEW STRUCTURAL TRANSMITTAL (APPROVED) lqBRES2016- 0199.rev1.DOC.pdf 0 DOC 10/19/2016 AMY YU GREEN SHEET 3137_001.pdf 0 DOC 2/3/2017 AMY YU PM-10 PLAN PM-10 PLAN.pdf 0 DOC 8/4/2016 BURT HANADA 1ST REVIEW CORRECTION LIST COVER 81-454 AMUNDSON AVE.docx 0 DOC 9/27/2016 BURT HANADA 2ND REVIEW CORRECTION LIST COVER 81-454 AMUNDSON AVE 2ND PC.docx 1 DOC 9/27/2016 BURT HANADA SCHOOL FEE AREA CERTIFICATION FORM 81-454 AMUNDSON AVE_1.docx 0 DOC 4/24/2018 JULIO ANAYA 3RD-REV1 REVIEW NON STRUCTURAL CORRECTION LIST 81-454 AMUNDSEN REV1 CORRECTION LIST.pdf 1 DOC 2/6/2017 JAKE FUSON FORM CERTIFICATION BRES2016-0199 - FORM CERTIFICATION.pdf 1 DOC 8/4/2017 JAKE FUSON STRUCTURAL OBSERVATION REPORT - ROOF ONLY BRES2016-0199 - STRUCTURAL OBSERVATION REPORT - ROOF ONLY.pdf 1 Printed: Thursday, February 29, 2024 12:20:16 PM 20 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/18/2017 JAKE FUSON STRUCTURAL OBSERVATION REPORT - FRAMING BRES2016-0199 - STRUCTURAL OBSERVATION REPORT - FRAMING.pdf 1 DOC 9/15/2017 JAKE FUSON RFI - SHEAR WALL INSTALLATION AT NORTH MECHANICAL CLOSET AND NORTHWEST OF GARAGE BRES2016-0199 - RFI - SHEAR WALL INSTALLATION AT NORTH MECHANICAL CLOSET AND NORTHWEST OF GARAGE.pdf 1 DOC 8/29/2018 JAKE FUSON FINAL HERS VERIFICATION DOCUMENTATION BRES2016-0199 - FINAL HERS VERIFICATION DOCUMENTATION.pdf 1 DOC 9/13/2018 JAKE FUSON CERTIFICATE OF OCCUPANCY BRES2016-0199 - CERTIFICATE OF OCCUPANCY.pdf 1 DOC 7/13/2016 STEPHANIE KHATAMI GRAND DEED BRES2016 -0199 GRAND DEED BRES2016 -0199.pdf 0 DOC 9/15/2016 STEPHANIE KHATAMI 2ND SUBMITTAL CORRECTION LIST AND COMMENTS 9-15-16 2ND SUBMITTAL CORRECTION LIST AND COMMENTS 9-15-16.pdf 0 DOC 10/5/2016 STEPHANIE KHATAMI HOA APPROVAL 10-5-16 81454 AMUNDSON HOA APPROVAL 10-5-16 81454 AMUNDSON.pdf 0 DOC 10/5/2016 STEPHANIE KHATAMI GRANT DEED 10-5-16 GRANT DEED 10-5- 16.pdf 0 DOC 10/5/2016 STEPHANIE KHATAMI DEBRIS MANAGEMENT PLAN 10-5-16 DEBRIS MANAGEMENT PLAN 10-5-16.pdf 0 DOC 10/6/2016 STEPHANIE KHATAMI 3RD SUBMITTAL CORRECTION LIST AND COMMENTS 10-5-16 3RD SUBMITTAL CORRECTION LIST AND COMMENTS 10-6-16.pdf 0 Printed: Thursday, February 29, 2024 12:20:16 PM 21 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/21/2016 STEPHANIE SWANSTROM CERTIFICATION OF COMPLIANCE - SCHOOL FEE LETTER BRES2016- 0199 CERTIFICATION OF COMPLIANCE - SCHOOL FEE LETTER BRES2016- 0199.pdf 0 DOC 10/26/2016 STEPHANIE SWANSTROM CERTIFICATE OF COMPLIANCE - SCHOOL FEE RECEIPT 10-21-16 CERTIFICATE OF COMPLIANCE - SCHOOL FEE RECEIPT 10-21- 16.pdf 0 IMAGE 9/5/2018 JAKE FUSON FIRE DEPARTMENT FINAL APPROVAL.JPG FIRE DEPARTMENT FINAL APPROVAL.JPG 0 Printed: Thursday, February 29, 2024 12:20:16 PM 22 of 22 Permit Details City of La Quinta PERMIT NUMBER BRES2016-0199 .1 SAFAI RESIDENCE Fire Sprinkler Reports for MASTER BEDR001 (2 SPRINKLERS) Prepared By: RYAN MALEEH ARC MECHANICAL P.O. BOX 1354 YUCCA VALLEY, CA 92284 760-289-9054 MARCH 4, 2017 General Project Data Report General Data Project Title: Designed By: Code Reference: Client Name: Address. - Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building: Project Data SAFAI RESIDENCE RYAN MALEEH NFPA 13D (2013) MASTER BEDROOM (2 SPRINKLERS) ARC MECHANICAL P.O. BOX 1354 760-289-9054 SAFAI RESIDENCE 81-454 AMUNDSON AVE. Description Of Hazard: RESIDENTIAL Design Area Of Water Application: 126 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: Size: Water Supper Test Data Source Of Information: CVWD Test Hydrant ID: Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Calculation Project Data Project File Name: Date: Approving Agency: Phone: City, State Zip Code Representative: City And State: Building Owner: Phone at Building: City, State Zip Code Ellie Software Development, Inc. SAFAI RESIDENCE Pane 2 MASTER BEDROOM..fiw MARCH 4, 2017 KIRTH FOSTER YUCCA VALLEY, CA 92284 LA QUINTA, CA 92253 Sprinkler System Type: Wet Maximum Area Per Sprinkler: 324 ft2 Default Pipe Material: BLAZEMASTER CPVC Outside Hose Stream Allowance: 5.00 gpm SENJU Model: 1/2" Temperature Rating. Date Of Test: RC-RES 162 F 09-26-16 0 ft Static Pressure: 70.10 psi 0.00 gpm Test Residual Pressure: 0.00 psi 39.49 gpm Calculated Inflow Residual Pressure: 61.32 psi Calculation Mode: Demand HMD Minimum Residual Pressure: 12.04 psi Number Of Active Nodes: 16 Number Of Active Pipes: 15 Number Of Active Sprinklers: 2 Minimum Desired Flow Density Number Of Inactive Pipes: Number Of Inactive Sprinklers: 0.05 gpm/ft2 E Elite Software Development, Inc. SAM RESIDENCE Page 3 Fire Sprinkler Input Data Node Input Data Area Group Sprinkler Pressure Node Elev (ft) Non -Sprinkler 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 Qt) KFactor (K) 1 Sprinkler ---- 4.90 12.04 10.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler ---- 4.90 12.74 10.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 5 No Discharge - - N/A 12.20 10.50 0.00 --- 0.000 0.0 ---- 0.0 0.00 10 No Discharge ---- N/A 12.81 10.50 0.00 --- 0.000 0.0 --- 0.0 0.00 15 No Discharge -- N/A 14.88 10.50 0.00 ---- 0.000 0.0 0.0 0.00 25 No Discharge --- 0.000 30 No Discharge ---- 0.000 35 No Discharge ---- 0.000 50 No Discharge ---- 0.000 55 No Discharge 60 Non -Sprinkler 70 No Discharge 80 No Discharge N/A 17.85 10.50 0.0 ---- 0.0 N/A 26.97 10.50 0.0 ---- 0.0 N/A 28.70 10.50 0.0 ---- 0.0 N/A 40.22 10.50 0.0 ---- 0.0 N/A 45.87 10.50 0.0 ---- 0.0 N/A 0.000 0.0 un 0.000 0.0 ---- N/A 0.000 0.0 ---- N/A 0.000 0.0 50.67 2.00 ---- 0.0 51.85 1.00 ---- 0.0 54.68 -3.00 ---- 0.0 56.72 -3.00 -- 0.0 III III 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 90 No Discharge -- - N/A 60.78 -3.00 0.00 ---- 0.000 0.0 -- 0.0 0.00 100 No Discharge -- N/A 61.32 -3.00 0.00 -- 0.000 0.0 - 0.0 0.00 Elite Software Development, Inc. SAM RESIDENCE r i _ Page 4 Fire Sprinkler Output Data I Output Data Overall Node Groupings 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) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm)_ 15 0 -17.00 17.00 0.00 0.00 12.04 2 10 0 -17.49 17.49 0.00 0.00 12.74 0.00000 5 1 0 17.00 0.00 0.00 0.00 12.20 0.00000 5 10 0 -17.00 10 2 0 17.49 0.00 0.00 0.00 12.81 0.00000 10 5 0 17.00 10 15 0 -34.49 15 10 0 34.49 0.00 0.00 0.00 14.88 0.00000 15 20 0 -34.49 20 15 0 34.49 0.00 0.00 0.00 17.85 0.00000 20 25 0 -34.49 25 20 0 34.49 0.00 0.00 0.00 26.97 0.00000 25 30 0 -34.49 30 25 0 34.49 0.00 0.00 0.00 28.70 0.00000 30 35 0 -34.49 35 30 0 34.49 0.00 0.00 0.00 40.22 0.00000 35 50 0 -34.49 50 35 0 34.49 0.00 0.00 0.00 45.87 0.00000 50 55 0 -34.49 55 50 0 34.49 55 60 0 -34.49 60 55 0 34.49 60 70 0 -39.49 70 70 60 80 0 0 39.49 -39.49 80 70 0 39.49 80 90 0 -39.49 90 80 0 39.49 90 100 0 -39.49 100 90 0 39.49 0.00 0.00 0.00 50.67 0.00000 0.00 5.00 0.00 51.85 0.00000 0.00 0.00 0.00 54.68 0.00000 0.00 0.00 0.00 56.72 0.00000 0.00 0.00 0.00 60.78 0.00000 0.00 0.00 -39.49 61.32 I - Fire Sprinkler Output Data Overall Pipe Output Data 1 Elite Software Development, inc. SAM RESIDENCE m•• Page 5 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 (feet) (K) (gpm) (psi) C-Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) 1 4.90 10.00 17.00 12.04 1.00 17.00 0.05041 050 0.378 5 0.00 10.50 0.00 12.20 1.101 17.00 E 7.00 -0.217 BLAZEMASTER CPVC 150 5.73 0 750 0.162 2 4.90 10.00 17.49 12.74 1.00 17.49 005311 0.50 0.292 10 0.00 10.50 0.00 12.81 1.101 17.49 T 5.00 -0.217 BLAZEMASTER CPVC 1150 5.89 0 5.50 0.076 5 0.00 10.50 0.00 12.20 1.00 0.00 0.05041 11.17 0.613 10 0.00 10.50 0.00 12.81 1.101 17.00 -- 1.00 0.000 BLAZEMASTER CPVC 150 5.73 0 12.17 0.613 10 15 15 20 20 25 25 30 30 35 35 50 50 55 0.00 10.50 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 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 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 12.81 14.88 14.88 17.85 17.85 26.97 26.97 28.70 28.70 40.22 40.22 45.87 45.87 50.67 55 0.00 2.00 0.00 50.67 60 0.00 1.00 5.00 51.85 TYPE L COPPER 60 0.00 1.00 5.00 51.85 70 0.00 -3.00 0.00 54.68 TYPE L COPPER 1.00 0.00 018657 4.08 2.067 1.101 34.49 E 7.00 0.000 150 11.62 0 11.08 2.067 _ 1.25 0.00 005913 41.25 2.971 1.394 34.49 T 9.00 0.000 150 7.25 0 50.25 2.971 1.25 0.00 0.05913 87.17 9.116 1.394 34.49 7ET 67.00 0.000 150 7.25 0 154.17 9.116 1.25 0.00 0.05913 13.25 1.729 1.394 34.49 ET 16.00 0.000 150 7.25 0 29.25 1.729 1.25 0.00 0.05913 89.92 11.525 1.394 34.49 F10E2T 105.00 0.000 150 7.25 0 194.92 11.525 1.25 0.00 005913 73.42 5.642 1.394 34.49 E 22.00 0.000 150 7.25 0 95.42 5.642 1.25 1.394 150 1.25 1.265 150 1.25 1.265 150 0.00 005913 34.49 C 7.25 0 0.00 0.09488 34.49 ET 8.80 0 5.00 0.12188 39.49 EG 10.08 0 8.50 1.123 10.50 3.681 19.00 4.804 2.00 5.90 7.90 6.00 3.00 9.00 0.750 0.433 1.183 1.097 1.732 2.829 i Fire Sprinkler Output Data 41- i Uavetapment, Inc. SAFAI RESILIENCE PaQa 6 Overall Pipe Output Data (cont'd Beg. Nom. Dia. q (gpm) PF-(psi) Nodal Spk/Hose Residual F. L./ft Pipe -Len. End. Elevation KFactor Discharge Pressure Inside Dia.PE-(psi) Q (gpm) (psi/ft) Fit -Len. Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) 70 0.00 -3.00 0.00 54.68 2.00 0.00 0.01169 160.00 2.040 80 0.00 -3.00 0.00 56.72 2.047 39.49 2E 14.44 0.000 SCH. 40 PVC 150 3.85 0 174.44 2.040 80 Meter -3.00 56.72 39.49 90 4.00 psi -3.00 60.78 90 0.00 -3.00 0.00 60.78 2.00 100 0.00 -3.00 0.00 61.32 1.900 TYPE K COPPER 150 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Lot Valve, C = Check Valve 0.00 0.01681 30.00 0.538 39.49 TG 2.00 0.000 4.47 0 32.00 0.538 Elite Software Deveiapment, Inc. �- SAFAI RESIDENCE Page 7 Fire Sprinkler Output Data I Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Sprinkler Code KFactor (K) Elevation Pressure Area (ft ) _ Node No. (feet) (psi) 1 4.90 10.00 12.04 324.00 Sub Totals For Non -Group 324.00 2 4.90 10.00 12.74 324.00 Sub Totals For Non -Group 324.00 Flowing Sprinkler Density Discharge (gpm1ft'2) (gpm) 0.052 17.00 0.052 17.00 0.054 17.49 0.054 17.49 Totals For All Groups 648.00 0.053 34.49 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residual Pressure: HMD Actual GPM: Sprinkler Summary 1 12.04 psi 17.00 gpm Sprinkler System Type: Wet Specified Area Of Application: 126.00 ft2 Minimum Desired Density: 0.050 gpm/ftz Application Average Density: 0.274 gpm/ft2 Application Average Area Per Sprinkler: 63.00 ftz Sprinkler Flow: 34.49 gpm Average Sprinkler Flow: 17.25 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 10 - 15 ) Maximum Velocity Pressure ( In Pipe 10 - 15 ) Allowable Maximum Nodal Pressure Imbalance: Actual Maximum Nodal Pressure Imbalance: Actual Average Nodal Pressure Imbalance: Actual Maximum Nodal Flow Imbalance: Actual Average Nodal Flow Imbalance: 1—overall Network Summa- 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: 11.62 ft/sec 0.91 psi 0.0100 psi 0.0000 psi 0.0000 psi 0.0000 gpm 0.0000 gpm 15 2 57.95 gal 34.49 gpm 5.00 gpm 61.32 psi 39.49 gpm Elate Software Development, Inc. SAFAI RESIDENCE Page 8 Page : 1 of 8 SENJU SPRINKLER CQ.,LTD. Residential Lead Free Flat Concealed Sprinkler, Pendent, Model: RC-RES FC Factor: 4.9 SIN: SS8464 GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. These are decorative and fast response. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is in turn concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push -on and/or thread -on, thread -off design of the concealed cover plate assembly allows easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for the residential occupancies and it is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar'/2) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents' escape or evacuation in case of fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. "Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA's Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. WARNINGS The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or his representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their Fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. Document No. U085161 Date : Oct/06/2016 Page : 2 of 8 TECHNICAL DATA Approvals: cUlLus Listed, NSF-61-G Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPM/psi772 (70.6 LPM/bar'12) Temperature Rating: 162T (72°C) Sprinkler with 140T (60°C) Cover Plate 175T (79°C) Sprinkler with 162T (72°C) Cover Plate Color Code (Sprinkler) 162T (729C): Uncolored 175T (799C): White Color Code (Cover Plate) 140T (60°C): No Mark 162T (72°C): White -Colored Mark Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes - White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes - Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figure 1 t7PFPATIAN 2-1 / 16" (95 52mm ) Marking Lot No. E Year of Manufacture SIN : SS8464 � % K-Factor : K4.9 fn Temperature Rating : 162`F/72'C © or 175'F/79`C v UL Mark Control No.: 6P37 -NSF Mark: NSF-61-G RES SPKR 1Q Body (Copper Alloy) Deflector (Phosphorus Bronze) Gasket (PTFE) 2-5/8" (q5 68mm) Fusible Metal (Solder) or 3-1 /4" (0 83mm) Heat Collector (Copper) or Cover Plate Assembly FIGURE 1. Model RC-RES K=4.9 Marking (Deflector) SIN : SS8464 Color Code K-factor : K4.9 Temperature Rating: 162 F: 72 C or 175 F/79`C UL Mark 0 0 o COVER PLATE SPRINKLER (Top view) (Bottom view) FIGURE 1-1. Marking (Color Code) In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then, the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is recorded, internal components of the sprinkler to fall apart. This leads to allow the water flow to be distributed on the affected by fire area. (Ref. Figure 2) J Normal Condition Cover Plate Operation Sprinkler Operation Water Discharge FIGURE 2. OPERATION PROCESS (The Agure is for illustrative purpose only) Document No. U085161 Date : Oct/0612016 �l Page : 3 of 8 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not coverage by the following instructions, should be submitted to Contact Company. Include sketches and technical details as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent and which take precedence over those specified in NFPA 13, 13D, 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the coverp/ate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radically outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 13D, or 13R) must be kept as small as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided with the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13 for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D or 13R for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to exposure to a heat sources other than an actual fire. Precautionary Warnings for Corrosive Environments The Model RC-RES should not be installed where they may be subjected to a corrosive environment including the following: (1) Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non -Fire conditions or Not Operating when exposed to an actual fire. (2) Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for the copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) — Solder Joint) All residual flux must be removed from the interior and exterior of copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and leakage in the sprinkler system. Hydraulic Design Criteria The minimum required sprinkler flow rates for system designed to NFPA 13D or 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of "design sprinklers" as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the followings; • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. Document No. U085161 Date : Oct/0612016 Page : 4 of 8 A minimum discharge 0.lGPM/sq.ft. [4.07LPM/sq.m] over the "design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. TABLEA. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 Maximum Ordinary Intermediate Coverage Maximum Temperature Rating Temperature Rating Deflector Minimum Area, " Spacing 162T (72°C) 175T (79°C) to Installation Spacing Flow ' Pressure'°' Flow" _ Pressure'' Ft. x Ft. Ft. Ceiling Type Ft. (m xm) (m) GPM PSI GPM PSI (m) (LPM) (bar) (LPM) (bar) Smooth 12x12 12 13 7.0 13 7.0 Ceilings (3.7x3.7) (3.7) (49.2) (0.48) (49.2) (0.48) 3/8 to 7/8 Inches. 14x14 14 13 7.0 13 7.0 (4.3x4.3) (4.3) (49.2) (0.48) (49.2) (0.48) Beamed Ceilings per NFPA 16x16 16 13 7.0 14 8.2 13D,13R Concealed 8 (4.9x4.9) (4.9) (49.2) (0.48) (53.0) (0.57) or 13 (2.4) Installed in beam 18x18 18 17 12.0 18 13.5 3/8 to (5.5x5.5) (5.5) (64.3) (0.83) (68.1) (0.93) 7/8 inches 20x20 20 21 18.4 below (6.1 x6.1) (6.1) (79.5) (1.27) ^- bottom of beam. (a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. (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 Criteria Section for details. (c) For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R or 13 as applicable. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. Table A) INSTALLATION The Model RC-RES must be installed in accordance with the following instructions. NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. The Protective Cap must remain on the sprinkler during installation and until the ceiling installation is completed. The Protective Cap must be removed to place the sprinkler in service. Document No. U085161 Date : Oct/0612016 Page : 5 of 8 Use a torque of 7 to 14 ft.lbs (9.5 to 19.ONm) to achieve a 112 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Do not force to rotate the Cap Remover RC to the left when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Installiria Procedure Step 1 The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inch (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 4). The grooves of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with the 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the "Tolerance Limit of Ceiling Level' indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Make a Space Here -- -._ Do Not ram` Ave. 1/4" (6.4mm) Over -Tighten Min. 1!8" .2 Groove on the Sprinkler E Tolerance Limit Protective Cap m of Cefli Laval N ? CeI m Groove on the Socket E ESocket Mounting Surface Mounting 2-3/8" 60mm) Wrench Surface Ceiling Hole Diameter CORRECT fNCORRECT FIGURE 3. INSTALLATION FIGURE 4 Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just comes in contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has come in contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening of the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot come in contact with the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6 Document No. U085161 Date : Oct/06/2016 bii Page : 6 of 8 r Hook up �VA t t i l Pull down Step 1 Step 2 Step 3 FIGURE 5. PROTECTIVE CAP REMOVAL E 0 N l■ SCrCW� E Cover Plate Assembly 2-5/8" (9 68mm) or 3-1 /4" (95 83mm) or 2-5/8"square (068mm) FIGURE 6 INCORRECT CORRECT (INCORRECT FIGURE 7. INSTALLATION (CORRECT OR INCORRECT) Document No. U085161 Date : Oct/06/2016 Ma Page : 7 of 8 CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40T14 `C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non -operation. 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 replaced, if necessary, by factory painted cover plates. Non -factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities and all affected by this action parties must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler systems to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must never be shipped or stored where the temperature exceeds 100T / 38°C Automatic sprinkler must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in anyway modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units, as a result of dropping, hitting, over -tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under Table A "Hydraulic Design Criteria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verity that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing, its compliance with this documents, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Document No. U085161 Date : Oct/06/2016 Page : 8 of 8 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Specify, Temp. and Finish). Sprinkler: Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162T (72°C) or 175T (79°C) ) Cover Plate Assembly: 2-5/8 inch (068mm) or 3-1/4 inch (083mm) or 2-5/8 inch square (068mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Wood grain Custom Color Custom Pattern 2-5/8" Round, 140°F O O - - O - O O - O O 3-1/4" Round, 140°F 2-5/8" Square, 140°F 2-5/8" Round, 162°F O O O O O O O O O O - -- -- - - - O O O - - - - - - 3-1/4" Round, 162°F O - - - ' - - O O Tools for Installation of Model: RC-RES • Socket for Model RC-RES Wrench & Socket for Model RC-RES Cap Remover RC Document No. U085161 Date : Oct/06/2016 Residential Connection Charge Estimate ��sr�tti March 20, 2017 Customer Name: 1505 Lynnhaven LLC Phone No. Parcel No. 767-690-011 Geo. Address: 81454 Amundson Ave. La Quinta LID: 668082 Lot No. 19 Size of lot: 56,628 sq. ft. Type of Service: R-1: Duplex-. 0 Triplex: El (310) 442-3383 06-07-10-2 Block No. Tract No. 33076-1 El Apts: SWSC: $ - Acres: 0 SWSC: $13,011.00 /acre WSBFC: $ - SCC: $ - Treatment: $2,436/edu Collection: $2,415/edu Meter: $ Meter Size: inch Meter surcharge: $ Service Size: inch Service: $ - Meter & Service: $ - Notes: Waiting on Landscape plans to be approved Backflow: $ - Other: $ - Tract 33076-1 All fees satisfied. Existing 1 1/2" meter installed on 10/25/16 on a 2" service. Developer resubmitted fire Sewer Lateral: $ - sprinkler demands. PZ 16-7452 All fees satisfied. Total: $ - ***Resubmittal*** Technician: Sara Lopez Fees Approved by: Date: Z Information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection** Max. Flow= 35 gpm Max. Flow*-- 39.49 gpm Min. Pressure= 60 psi Inlet Pressure 1= 71.21 psi Fire Sprinkler Demand* Outlet Pressure= 65.02 PSI Max. Flow= 39.49 gpm Min. Pressure= 56.72 psi Meter Size = 1 1/2 inch System Type: —� Service Size= 2 inch Multi Stand Alone 1 Prior to Pressure Reiulating 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: tf$ili.� 1 1/2 " METER 2 " SERVICE Pz= Lake Cahuilla Ps= 71.21 > 60 psi HGL= 145.5 4. 0 F �� '' .: HL-meter= 2.24 RES.#= 6725? HL-valves etc.= 3.95 RES./HT= 32 ° �" �"' ' . • Po= 65.02 > 56.72 p51 PROP. ELEV.= -3 6''' "-s -� Max.flow 39.49 GPM Ps is olc OK to provide service TRY; Fire Sprinkler Demand Appoved by: Date: The meter sizing is for plan check purposes only; The. ultiriiate responsibility resides with the Engineer -of -Record for the project. Cervantes, Thomas@CALFIRE Subject: Location: Start: End: Recurrence: Organizer: Rep. Name: Kirth Phone#: LAQ-17-RS-022 - MADISON CLUB/ RESIDENCE/ LOT 19B - RES OH ROUGH/ HYDRO 81454 AMUNDSON AVENUE, LA QUINTA Fri 7/7/2017 3:30 PM Fri 7/7/2017 4:00 PM (none) Cervantes, Thomas@CALFIRE Co. Name: Cell#: 760-289-9054 Arc Mechanical 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. I Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final X Overhead rough piping 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 Secondary 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 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: Start Time: Finish Time: 1 Riverside County Fire Depc lent_1 Riverside Office:`" 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM XNew ❑ Re -Submittal # ❑ As-builts FD Permit No. 1,4&- J-) / S,o �LL City Permit# Office of the Fire Marshal Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 Office Use Qniv Riverside County Fire Aire of the Fire Marshal `, P r) ry !�� 21117 Received Plans Received PROJECT INFORMATION (Please Print) Project Name: LOT la dD i Sad OL05 I have read and understand that Fire Dept. fees are Deposit Based Fe re may be additional Address: 8► 4S 4 A rt u t• Q So )l. 4V Er.l u L money du r' r to or aft project final. Sign: City & Zip: Qui T4 ZZ53 Print: o y 5 CONTACT INFORMATION BILLING INFORMATION: bi Same as contact info Company Name: JOLT Es bEVE LO P►r1 E tIT Contact Person: P A M D, XO ki BILL TO. - Mailing Address: 28 •oloo CA r! E EST4cb .'49 Mailing Address: City & Zip Lk Qy I M TA, q ZZ53 City & Zip Phone No.: [Aa , 9 z� Fax: 5bW. 03(,q Phone No.: Fax: Email: vrnLIQ ' one5JeVcor a • corn 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 Type (Check appropriate items) ❑ Commercial ❑ Industrial Residential ❑ 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 Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground OFFICE USE ONLY Fee Paid: I Called for Pick -Up Date Paid: Reviewed by: Date: By: J . r, '� PC Review Date: Picked -Up Check#: ❑ Approved ❑ Denied _ I///-;By:Date: I Received By: Plans Stamped: ❑Yes ❑No Shipped By 1 ethod Recei OCR /D 3;�-� -/G t# p ( ) Letter Attached: ❑Yes ❑No Job Card Included: ❑Yes ❑No DBF ❑DBF ❑DBF Form 1 — Revised 1/3/2017 Visit us at www.rvcfire.ora I Fire Department Deposit Based Fees Effective as of 1 1/16/1998 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 received. Plan Review/Inspection Building Tenant Improvement Building Fire Sprinkler (per riser) Tenant Improvement Sprinkler Residential Sprinkler Fire Alarm System Sprinkler Monitoring System Suppression Systems Aboveground Fuel Storage Tank (first tank) - Each additional tank High Pile or Rack Storage Fire Flow Report Technical Report - Research Special Inspection Items not listed above are on a sliding scal at Min. � Deposit Base Plan Sets Fee 91 3 3 3 3 $1,056.00 $696.00 $614.00 $614.00 $614.00 $627.00 $192.00 $215.00 $217.00 $32.00 $348.00 $178.00 $584.00 $126.00 $197.00 - Up