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LAQ-17-RS-008 Andalusia Plan 25Description: STOCKDALE RESIDENCE / NEW SFD / COVE Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE Status: FINALED Applied: 8/11/2016 MFA FAMILY DETACHED Approved: 9/13/2016 JJO Parcel No: 774093022 Site Address: 53445 AVENIDA VILLA LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 213 Lot: 10 Issued: 9/14/2016 SKH UNIT 20 DUANE CLAYTON Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 4/19/2018 crw Valuation: $123,045.10 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 4/21/2017 Details: REFERENCE TO PERMIT SFD-13-130. OLD PERMIT EXPIRED. NEW PERMIT BRES2016-0228. THIS PERMIT DOES NOT INCLUDE POOL ,SPA, BLOCKWALL, DRIVEWAY APPROACH, WATER FEATURES, BBQ, OR FIRE PITS HOME SIS FIRE SPRINKLED PER 2013 CRC CODES REVISION 1 - ALTERATION OF APPROVED ROOF LINE AND ADDITION OF PATIO SQUARE FOOTAGE TO FRONT OF HOME. Fire Permit #LAQ-17-RS-008. 582 �33 1 I Applied to Approved Approved to Issued Issued to Finaled Printed: Wednesday, April 26, 2023 4:17:44 PM 1 of 16 WSYSiEMS CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE DUANE CLAYTON 1/5/2017 1/6/2017 REVISIONS REQUIRED ON PLANS. ADDITION OF 50 SQ FT TO FRONT PATIO WILL POSSIBLY REQUIRE A NEW PERMIT NUMBER ISSUED. NOTE DUANE CLAYTON 4/21/2017 4/28/2017 LOOK FOR STRUCTURAL COMMENTS. NOTE JIM JOHNSON 8/31/2016 9/1/2016 NOTE JIM JOHNSON 8/31/2016 8/31/2016 NOTE MARY FASANO 4/25/2017 4/25/2017 RECEIVED FROM YOUNG NOTE STEPHANIE KHATAMI 9/13/2016 9/13/2016 NEEDS SUBLIST Printed: Wednesday, April 26, 2023 4:17:44 PM 1 of 16 WSYSiEMS PLAN CHECK COMMENTS FROM CONSULTANT JIM JOHNSON 1/4/2017 1/4/2017 RECEIVED PLAN CHECK COMMENTS FROM CONSULTANT KAY HENSEL 8/31/2016 8/31/2016 APPROVABLE PENDING TRUSS CALCS &APPROVAL LETTER FROM ENGINEER OF RECORD FOR TRUSSES. 8/21/2016 RECEIVED PLAN CHECK PICKED UP MARY FASANO 9/1/2016 9/1/2016 SKIP PICKED UP PLANS PLAN CHECK SUBMITTAL STEPHANIE SWANSTROM 12/16/2016 12/16/2016 REVISION 1: FRONT ELEVATION RECEIVED RESUBMITTAL STEPHANIE KHATAMI 9/9/2016 9/9/2016 CONTRACTOR NOT SURE IF THEY ARE GOING TO OMIT PAD FOOTING OR NOT. OK TO POUR SLAB WITHOUT PAD FOOTING. IF PAD FOOTING IS UTILIZIED CONTRACTOR WILL TELEPHONE CALL DUANE CLAYTON 11/23/2016 11/23/2016 CALL FOR INSPECTION PRIOR TO COVERING, OR REVISE FLOOR AND FOUNDATION PLANS TO REFLECT OMISSION OF PAD FOOTING FOR TRELLIS. SPOKE TO SKIP LYNCH 760-578- 1077 TELEPHONE CALL DUANE CLAYTON 1/6/2017 1/6/2017 CONTACTED SKIP LENCH, 760-578-1077, INFORMED HIM PLANS REQUIRE REVISION AND ARE READY FOR PICK UP. TELEPHONE CALL DUANE CLAYTON 4/28/2017 4/28/2017 CONTACTED SKIP LENCH, 760-578-1077, INFORMED HIM PLANS ARE APPROVED AND READY FOR PICK UP. CONTACTED SKIP LENCH, 760-578-1077, INFORMED HIM TELEPHONE CALL DUANE CLAYTON 5/5/2017 5/5/2017 THAT PLANS WOULD REQUIRE A REVISION TO REFLECT THE CHANGES TO THE KITCHEN AREA. HE INFORMED ME THAT THE REVISED PLANS WOULD BE SUBMITTED NEXT WEEK. CALL TO SKIP LENCH, 760-578-1077, OK TO STUCCO AS LONG TELEPHONE CALL DUANE CLAYTON 8/24/2017 8/24/2017 AS LEDGER BOARDS FOR PATIO COVER ARE IN PLACE AND FLASHED WITH A LATH INSPECTION APPROVAL. TELEPHONE CALL JIM JOHNSON 9/1/2016 9/1/2016 CALLED SKIP TO INFORM HIM THE PLANS ARE READY FOR CORRECTIONS TELEPHONE CALL JIM JOHNSON 9/13/2016 9/13/2016 CALLED SKIP LENCH TO INFORM HIM THE PLANS ARE READY TO ISSUE Printed: Wednesday, April 26, 2023 4:17:44 PM 2 of 16 WsYsrEMS Printed: Wednesday, April 26, 2023 4:17:44 PM 3 of 16 WsYsrEMS FINANCIAL INFORMATION CONDITIONS CONDITION DATE DATE DATE CLTD DESCRIPTION ACCOUNT CONTACT AMOUNT PAID PAID DATE RECEIPT # STATUS REMARKS PAID BY NOTES TYPE ADDED REQUIRED SATISFIED BY HOURLY CHARGE - CITY 101-0000-42600 0.5 $76.00 $76.00 5/1/17 R24479 1099 SCHOOL FEES PAID 9/16/13. PERMIT WAS READY TO ISSUE MFA BUILDING STAFF CREDITED FOR TUMF AND DIF FEES. NEED NEW CHECKLIST JIM JOHNSON 8/31/2016 HOURLY CHARGE - CITY 9/13/2016 0.5 COMPLETE $76.00 5/1/17 TRUSS CALCS WITH TRUSS LETTER FROM EOR. 1099 CHECK SANTA YNEZ MFA BUILDING STAFF SCHOO FEES STILL PENDING INVESTMENT GROUP CONTACTS HOURLY CHARGE - YES 101-0000-42600 0.25 $10.00 $10.00 NAME TYPE NAME 1099 ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT SKIP LENCH INVESTMENT GROUP HOURLY CHARGE - YES 101-0000-42600 0.25 CONTRACTOR LENCH DESIGN STUDIO INC DBA P O BOX 450 LA QUINTA CA 92247 SANTA YNEZ MFA ADMINISTRATIVE STAFF LENCH CONSTR INVESTMENT GROUP OWNER RONALD STOCKDALE 0.25 50855 WASHINGTON LA QUINTA CA 0 1078 CHECK SANTA YNEZ SKH ADMINISTRATIVE STAFF ST STE C Printed: Wednesday, April 26, 2023 4:17:44 PM 3 of 16 WsYsrEMS FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY HOURLY CHARGE - CITY 101-0000-42600 0.5 $76.00 $76.00 5/1/17 R24479 1099 CHECK SANTA YNEZ MFA BUILDING STAFF INVESTMENT GROUP HOURLY CHARGE - CITY 101-0000-42600 0.5 $76.00 $76.00 5/1/17 R24479 1099 CHECK SANTA YNEZ MFA BUILDING STAFF INVESTMENT GROUP HOURLY CHARGE - YES 101-0000-42600 0.25 $10.00 $10.00 5/1/17 R24479 1099 CHECK SANTA YNEZ MFA ADMINISTRATIVE STAFF INVESTMENT GROUP HOURLY CHARGE - YES 101-0000-42600 0.25 $10.00 $10.00 5/1/17 R24479 1099 CHECK SANTA YNEZ MFA ADMINISTRATIVE STAFF INVESTMENT GROUP HOURLY CHARGE - YES 101-0000-42600 0.25 $10.00 $10.00 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH ADMINISTRATIVE STAFF INVESTMENTS HOURLY CHARGE - YES STRUCTURAL PLAN 101-0000-42600 3 $285.00 $285.00 5/1/17 R24479 1099 CHECK SANTA YNEZ MFA INVESTMENT GROUP REVIEW ENGINEER Printed: Wednesday, April 26, 2023 4:17:44 PM 3 of 16 WsYsrEMS Printed: Wednesday, April 26, 2023 4:17:44 PM 4 of 16 WsYsrEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY HOURLY CHARGE - YES STRUCTURAL PLAN 101-0000-42600 1 $95.00 $95.00 5/1/17 R24479 1099 CHECK SANTA YNEZ MFA INVESTMENT GROUP REVIEW ENGINEER HOURLY CHARGE - YES STRUCTURAL PLAN 101-0000-42600 1 $95.00 $95.00 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS REVIEW ENGINEER Total Paid for BLDG CITY STAFF - PER HOUR: $657.00 $657.00 BSAS SB1473 FEE 101-0000-203060 $5.00 $5.00 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS Total Paid for BUILDING STANDARDS ADMINISTRATION $5.00 $5.00 BSA: TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS TEMP POWER SERVICE 101-0000-42600 0 $16.92 $16.92 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH PC INVESTMENTS Total Paid for ELECTRICAL: $41.09 $41.09 RESIDENTIAL, EA 101-0000-42403 0 $24.66 $24.66 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH ADDITION 1,OOOSF INVESTMENTS RESIDENTIAL, EA 101-0000-42600 0 $10.16 $10.16 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH ADDITION 1,000SF, PC INVESTMENTS RESIDENTIAL, FIRST 101-0000-42403 0 $145.03 $145.03 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH 1,OOOSF I I I I I I I IINVESTMENTS RESIDENTIAL, FIRST 101-0000-426000 $47.86 $47.86 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH 1,OOOSF, PC INVESTMENTS Total Paid for ELECTRICAL - NEW CONSTRUCTION: $227.71 $227.71 RESIDENTIAL PRECISE GRADING - CUSTOM 101-0000-42408 0 $36.26 $36.26 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS HOME LOT <=7KSF Printed: Wednesday, April 26, 2023 4:17:44 PM 4 of 16 WsYsrEMS Printed: Wednesday, April 26, 2023 4:17:44 PM 5 of 16 WsYsrEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY RESIDENTIAL PRECISE GRADING - CUSTOM 101-0000-42600 0 $36.26 $36.26 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS HOME LOT <=7KSF PC Total Paid for GRADING: $72.52 $72.52 CONDENSER/COMPRES 101-0000-42402 0 $36.26 $36.26 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH SOR INVESTMENTS CONDENSER/COMPRES 101-0000-42600 0 $24.17 $24.17 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH SOR PC INVESTMENTS EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS FURNACE 101-0000-42402 0 $36.26 $36.26 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS FURNACE PC 101-0000-42600 0 $24.17 $24.17 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS VENT FAN 101-0000-42402 0 $36.27 $36.27 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS VENT FAN PC 101-0000-42600 0 $14.49 $14.49 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS Total Paid for MECHANICAL: $188.54 $188.54 MULTI -SPECIES RESIDENTIAL 8.1-14 101-0000-20310 0 $508.00 $508.00 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS UNITS - 2016 UPDATE Total Paid for MULTI -SPECIES RESIDENTIAL: $508.00 $508.00 NEW CONSTRUCTION 101-0000-424000 $519.17 $519.17 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH PERMIT INVESTMENTS Total Paid for NEW CONSTRUCTION PERMIT: $519.17 $519.17 Printed: Wednesday, April 26, 2023 4:17:44 PM 5 of 16 WsYsrEMS Printed: Wednesday, April 26, 2023 4:17:44 PM 6 of 16 RWsYsrEMS ■ ■ CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY NEW CONSTRUCTION 101-0000-42600 0 $500.00 $500.00 8/11/16 R17780 1075 CHECK SANTA YNEZ MFA PLAN CHECK INVESTMENT GROUP NEW CONSTRUCTION 101-0000-42600 0 $525.03 $525.03 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH PLAN CHECK INVESTMENTS Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,025.03 $1,025.03 PATIO COVER, 101-0000-42404 0 $139.84 $139.84 5/1/17 R24479 1099 CHECK SANTA YNEZ MFA DESIGNED INVESTMENT GROUP PATIO COVER, 101-0000-42600 0 $176.32 $176.32 5/1/17 R24479 1099 CHECK SANTA YNEZ MFA DESIGNED PC INVESTMENT GROUP Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $316.16 $316.16 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS FIXTURE/TRAP 101-0000-42401 0 $120.90 $120.90 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS FIXTURE/TRAP PC 101-0000-42600 0 $120.90 $120.90 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS GAS SYSTEM, 5+ 101-0000-42401 0 $36.26 $36.26 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH OUTLETS INVESTMENTS GAS SYSTEM, 5+ 101-0000-42600 0 $24.17 $24.17 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH OUTLETS PC INVESTMENTS WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS WATER HEATER/VENT SANTA YNEZ 101-0000-426000 $7.25 $7.25 9/13/16 R18379 1078 CHECK SKH PC INVESTMENTS Printed: Wednesday, April 26, 2023 4:17:44 PM 6 of 16 RWsYsrEMS Printed: Wednesday, April 26, 2023 4:17:44 PM 7 of 16 WsYsrEMS ■ ■ CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WATER SYSTEM 101-0000-42401 0 $12.09 $12.09 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INST/ALT/REP INVESTMENTS WATER SYSTEM 101-0000-42600 0 $12.09 $12.09 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INST/ALT/REP PC INVESTMENTS Total Paid for PLUMBING FEES: $386.85 $386.85 SMI - RESIDENTIAL 101-0000-203080 $16.00 $16.00 9/13/16 R18379 1078 CHECK SANTA YNEZ SKH INVESTMENTS Total Paid for STRONG MOTION INSTRUMENTATION SMI: $16.00 $16.00 TOTALS: INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE PAD ELEVATION INSPECTION BURT HANADA, JIM JOHNSON AND MYSELF MET ON SITE WITH APPLICANT SKIP LENCH REGARDING A PAD HEIGHT CHANGE. IT WAS AGREED THAT PAD HEIGHT WOULD BE SET TO A HEIGHT THAT WOULD NOT EXTEND ABOVE THE RETAINING PORTION OF THE SPECIAL INSPECTION JFU 10/28/2016 10/28/2016 PARTIALLY BLOCK WALL TO THE NORTH, AND PROVIDE APPROVED NO MORE THAN 24" CHANGE IN PAD HEIGHT FROM THE PAD ELEVATION ON THIS SITE TO THE PAD OF THE HOME TO THE NORTH. A SECOND INSPECTION AND PAD HEIGHT CERTIFICATION FROM A LICENSED SURVEYOR IS REQUIRED WHEN PAD IS CUT/MANIPULATED TO ACHIEVE THIS CONDITION. UNDERGROUND PLBG DCL 11/14/2016 11/14/2016 DISAPPROVE LEAK AT REAR TOLIET ELBOW. UNDERGROUND PLBG DCL 11/15/2016 11/15/2016 APPROVED Printed: Wednesday, April 26, 2023 4:17:44 PM 7 of 16 WsYsrEMS Printed: Wednesday, April 26, 2023 4:17:44 PM 8 of 16 RWsYsrEMS SEWER CONNECTION DCL 11/17/2016 11/17/2016 APPROVED MISSING STHD14 AT REAR #10 SHEAR WALL - SEE SHEET S1 OF PLANSMISSING PAD FOOTING AND STEEL AT FRONT PATIO - SEE SHEET S1 OF PLANS CONTRACTOR NOT SURE IF THEY ARE GOING TO OMIT PAD FOOTING OR NOT. OK TO POUR SLAB WITHOUT PAD FOOTING. IF PAD FOOTINGS DCL 11/23/2016 11/23/2016 APPROVED FOOTING IS UTILIZIED CONTRACTOR WILL CALL FOR INSPECTION PRIOR TO COVERING, OR REVISE FLOOR AND FOUNDATION PLANS TO REFLECT OMISSION OF PAD FOOTING FOR TRELLIS. - PAD FOOTING AT FRONT PATION OMITTED. SEE FRONT OF DWELLING ELEVATION REVISION BELOW. STATUS UPDATED. SEE FOOTING CORRECTIONS PAD FOOTING AT TRELLIS OMITTED. IF PAD IS UTILIZED CONTRACTOR HAS BEEN SLAB DCL 11/23/2016 11/23/2016 APPROVED INFORMED TO CALL FOR INSPECTION OF PAD FOOTING AND STEEL PRIOR TO COVERING. PLAN REVISION REQUIRED IF PAD FOOTING IS OMITTED. ROOF NAIL DCL 1/12/2017 1/12/2017 APPROVED - TIE IN 2ND GROUNDING ROD TO TEMPORARY POWER DCL 1/12/2017 1/12/2017 DISAPPROVE GROUNDING SYSTEM FOR TEMPORARY D POWER POLE. TEMPORARY POWER DCL 1/30/2017 1/30/2017 APPROVED - UG ELEC COURTESY INSPECTION PERFORMED AND APPEARS APPROVABLE. UNDERGROUND ELEC DCL 5/4/2017 5/4/2017 DISAPPROVE PLAN REVISION OF KITCHEN AREA D THROUGHOUT PLANS REQUIRED PRIOR TO FURTHER INSPECTIONS. Printed: Wednesday, April 26, 2023 4:17:44 PM 8 of 16 RWsYsrEMS Printed: Wednesday, April 26, 2023 4:17:44 PM 9 of 16 WsYsrEMS - UG GAS COURTESY INSPECTION PERFORMED AND APPEARS APPROVABLE. PLAN REVISION OF KITCHEN AREA UNDERGROUND GAS DCL 5/4/2017 5/4/2017 DISAPPROVE THROUGHOUT PLANS REQUIRED PRIOR TO D FURTHER INSPECTIONS. - GAS ON TEST/GAS TEST APPROVED. - UG MECH COURTESY INSPECTION PERFORMED AND APPEARS APPROVABLE. PLAN REVISION OF KITCHEN AREA UNDERGROUND MECH DCL 5/4/2017 5/4/2017 DISAPPROVE THROUGHOUT PLANS REQUIRED PRIOR TO D FURTHER INSPECTIONS. MORE INFORMATION REGARDING APPLIANCE SPECIFICATIONS REQUIRED TO FULLY APPROVE UG MECHANICAL. UNDERGROUND GAS DCL 5/4/2017 5/4/2017 DISAPPROVE - REVISION REQUIRED FOR APPLIANCE AND D UNDERGROUND CHANGES. GAS LINE/TEST DCL 5/4/2017 5/4/2017 APPROVED - CONFIRMED WINDOW VALUES AT WRAP - OKAY TO WRAP DCL 5/31/2017 5/31/2017 APPROVED RECEIVED STRUCTURAL OBSERVATION REPORT Printed: Wednesday, April 26, 2023 4:17:44 PM 9 of 16 WsYsrEMS FRAMING DCL 6/8/2017 6/8/2017 DISAPPROVE D - ANCHOR BOLTS AT GARAGE SEPARATION SHEAR WALLS MISSING, 2.5' ON CENTER REQUIRED PER PLAN- SEPARATE ADDITIONAL BURIED EXTERIOR OUTLETS AT EAST FRONT PORCH AREA FROM GARAGE GFCI CIRCUIT- TWO EXTERIOR OUTLETS BURIED AT EAST FRONT PORCH AREA - COMPLETE FASTENING AT SOUTH GARAGE 2x8 LEDGER PER STRUCTURAL DETAIL 14, SD -3- A -35'S AT 24" ON CENTER MISSING AT SOUTH GARAGE WALL PER 18, SD -3- A -35-S MISSING OR UNABLE TO BE VERIFIED AT ALL LOCATIONS CALLING OUT DETAIL 1, SD -3- 2x12, AND STRUCTURAL TIES NOT IN PLACE AT SOUTH EAST CORNER OF GARAGE (A-35 AND LSTA 36 MISSING)- NO ACCESS TO ROOF TO INSPECT PARAPETS- LEAKING PEX PIPE AT SOUTH EAST CORNER WALL. PIERCED BY NAILING- UNABLE TO FULLY INSPECT FRONT EAST PORCH AND GARAGE OVERHANG FRAMING AND FASTENING. - SHEATHING AT GARAGE SEPARATION SHEAR WALL REQUIRED TO EXTEND ALL THE WAY TO ROOF SHEATHING, PER 11, SD -3- 2x FRAMING IN -FILL MISSING FROM TOP PLATE TO SHEATHING AT SAME LOCATION OF PREVIOUS CORRECTION- MISSING A -35's AT BLOCKING AND H -I's AT TRUSSES PER DETAIL 6, SD -3- DTC's MISSING AT DETAIL 4, SD -3. LOCATIONS(BOTH SIDES OF TRUSS) - ANCHOR BOLT MISSING AT BEDROOM OFF OF GARAGE, CLOSET EXTERIOR WALL Printed: Wednesday, April 26, 2023 4:17:44 PM 10 of 16 WsYsrEMS ROUGH ELEC - ANCHOR BOLT MISSING AT SILL PLATE END, BEHIND TUB IN 3RD BEDROOM BATHROOM- SEPARATE CIRCUIT TO WATER HEATER FROM 3RD BEDROOM BATH ABOVE COUNTER CIRCUIT- LIGHT AND FAN REQUIRE SEPARATE SWITCHING AT 3RD BEDROOM BATH- ANCHOR BOLTS MISSING ON EAST/WEST INTERIOR BEARING WALL, REQUIRED WITHIN 12" OF SILL PLATE EDGE - SEPARATE EXTERIOR OUTLET AT REAR WEST WALL IF HOME FROM MASTER BATH ABOVE COUNTER CIRCUIT- ANCHOR BOLT MISSING AT MASTER BATH SHEAR WALL, WITHIN 12" OF SILL PLATE EDGE- REMOVE EXTERIOR DISAPPROVE OUTLET OFF OF MASTER BEDROOM FROM DCL 6/8/2017 6/8/2017 D GARAGE GFCI CIRCUIT- PROVIDE ANCHOR BOLTS AT #13 SHEAR WALL AT KITCHEN EGRESS PER SHEAR WALL SCHEDULE - SEPARATE ADDITIONAL CIRCUITS FROM ABOVE COUNTER KITCHEN GFCI CIRCUIT - TOP PLATE FIX REQUIRED AT GARAGE SEPARATION SHEAR WALL FOR DRYER VENT PENETRATION- MAIN SERVICE PANEL LOCATION DOES NOT MATCH APPROVED PLAN- SUB -PANEL IN GARAGE NOT NOTED ON APPROVED PLAN- HVAC CONDENSER ROUGH -IN NOT COMPLETED, NOTE APPROVED PLAN LOCATION FOR CONDENSER AND DISCONNECT- ANCHOR BOLTS MISSING AT BOTH SIDES OF LIVING ROOM EGRESS DOOR. Printed: Wednesday, April 26, 2023 4:17:44 PM 11 of 16 WsYsrEMS ROUGH MECH DCL 6/8/2017 6/8/2017 DISAPPROVE - SEE FRAMING AND ELECTRICAL D CORRECTIONS ROUGH PLBG DCL 6/8/2017 6/8/2017 DISAPPROVE - SEE FRAMING AND ELECTRICAL D CORRECTIONS FRAMING DCL 7/11/2017 7/11/2017 APPROVED Printed: Wednesday, April 26, 2023 4:17:44 PM 11 of 16 WsYsrEMS Printed: Wednesday, April 26, 2023 4:17:44 PM 12 of 16 WsYsrEMS ROUGH ELEC DCL 7/11/2017 7/11/2017 APPROVED - UG MECH INSP REQUIRED FOR ROUGH IN OF LINE SET FOR CONDENSER. ROUGH MECH DCL 7/11/2017 7/11/2017 APPROVED - UPDATED NOTE, NO UNDERGROUND MECHANICAL INSPECTION REQUIRED. STATUS UPDATED. ROUGH PLBG DCL 7/11/2017 7/11/2017 APPROVED INSULATION DCL 7/17/2017 7/17/2017 APPROVED DRYWALL NAIL DCL 7/25/2017 7/25/2017 APPROVED SHOWER PAN DCL 8/31/2017 8/31/2017 APPROVED - DOES NOT INCLUDE REAR PATIO AREA IF HOME. RECALL INSPECTION FOR THIS SECTION WHEN READY. LATH DCL 9/5/2017 9/5/2017 APPROVED - STATUS UPDATED TO FULLY APPROVED FOR DWELLING LATH. A SEPERATE PERMIT AND PLAN APPROVAL, BPAT2017-0040, WAS PULLED FOR REAR PATIO ENCLOSURE. FOOTINGS DCL 9/7/2017 9/7/2017 APPROVED UNDERGROUND GAS DCL 2/28/2018 2/28/2018 APPROVED - HOUSE TO PROPANE TANK. TEMP USE OF PERM PWR DCL 3/8/2018 3/8/2018 DISAPPROVE - NO ACCESS TEMP USE OF PERM PWR DCL 3/9/2018 3/9/2018 APPROVED FINAL FOR OCCUPANCY RGR 3/23/2018 3/23/2018 rPROVED Printed: Wednesday, April 26, 2023 4:17:44 PM 12 of 16 WsYsrEMS FINAL" DCL 4/11/2018 1 4/11/2018 DISAPPROVE D - HERS DOCS REQUIRED - PHOTO CELLS FOR EXTERIOR LIGHTING NOT FUNCTIONAL. - PROVIDE TAMPER RESISTANT RECEPTACLES AT EXTERIOR WATER HEATER CLOSET, AT KITCHEN ISLAND- ARC FAULT PROTECTION REQUIRED PER PLAN. REFER TO ELECTRICAL PLAN NOTES. NORTH BEDROOM, SOUTH WALL OUTLET, SOUTH WEST BEDROOM, LIVING ROOM AREAS, SMOKE ALARMS AND PENDANTS OVER BAR. REQUIRED TO BE DEMONSTRATED AT FINAL INSPECTION. - WEATHER RESISTANT OUTLETS REQUIRED AT EXTERIOR OUTLETS.- GFCI PROTECTION REQUIRED AT GARAGE INCLUDING DOOR OPENER.- EXTERIOR DOWN DRAFT VENT BLOCKED CLOSED WITH STUCCO.- VACANCY SENSORS REQUIRED AT GARAGE AND BATHS. REFER TO ELECTRICAL PLAN. - PROVIDE AIR GAP AT KITCHEN- ARC FAULT AT HALL NOT FUNCTIONAL.- GAS TEST REQUIRED. MORE THAN SIX MONTHS SINCE PREVIOUS GAS TEST. - ARC FAULT PROTECTION REQUIRED AT DISAPPROVE LIVING ROOM/ENTRY AND SMOKE ALARM FINAL" DCL 4/17/2018 4/17/2018 D CIRCUIT.- WEATHER RESISTANT RECEPTACLES REQUIRED AT ALL WET/DAMP EXTERIOR LOCATIONS. GAS LINE/TEST DCL 4/17/2018 4/17/2018 APPROVED FINAL" DCL 4/19/2018 4/19/2018 APPROVED Printed: Wednesday, April 26, 2023 4:17:44 PM 13 of 16 WsYsrEMS 1ST BLDG STR (3 BRONZ 8/11/2016 9/1/2016 8/31/2016 READY FOR APPROVAL WK) YOUNG - CONDITION 1ST BLDG NS (1 WK) JIM JOHNSON 9/9/2016 9/16/2016 9/13/2016 APPROVED - CONDITIONS ADDITIONAL PATIO SQUARE FOOTAGE ADDED AT FRONT OF RESIDENCE NOT NOTED ON COVER 1ST BLDG NS (2 WK) DUANE 12/16/2016 1/3/2017 1/5/2017 REVISIONS REQUIRED REVISION 1: FRONT SHEET OF PLANS. WILL CLOUD PATIO AREA ON CLAYTON ELEVATION ASSESSOR'S PLAN AND ADD COPY OF THIS NOTE TO PLAN. 1ST BLDG STR (2 YOUNG 12/16/2016 1/3/2017 1/3/2017 REVISIONS REQUIRED REVISION 1: FRONT WK) ENGINEERING ELEVATION Re: Residential Fire Sprinkler Plan Review -Santa Ynez Investment Group Residence LAQ-I7-RS-008/BRES2017-0228 53445 Avenida Villa Lot 10 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 LISA operating pressure FIRE NOTTINGHA 2/10/2017 2/10/2017 2/10/2017 READY FOR APPROVAL (b) Final inspection - CONDITION M The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact Printed: Wednesday, April 26, 2023 4:17:44 PM 14 of 16 RWsYsrEMS 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. 2ND BLnD/ ) NS (2 I CLAYTON DUANE 14/10/2017 I 4/24/2017 I 4/21/2017 I APPROVED I I NS PRO TION APP LOCO BLE, PENDING 2ND BLDG STR (2I YOUNG 14/10/2017 I 4/24/2017 I 4/25/2017 I READY FOR APPROVAL WK) ENGINEERING Printed: Wednesday, April 26, 2023 4:17:44 PM 15 of 16 WsYsrEMS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 2ND ROUND 2ND ROUND DOC 4/10/2017 ARMANDO MAGALLON CORRECTIONS AND CORRECTIONS AND 0 RESPONSES BRES2016- RESPONSES BRES2016- 0228 4/10/17 0228.pdf DOC 8/31/2016 BRONZ YOUNG IST CHECK STRUCTURAL 1ST CHECK STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf IST CHECK - IST CHECK - DOC 1/3/2017 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf IST CHECK - 1ST CHECK - DOC 1/3/2017 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 COMMENTS.doc COMMENTS.doc Printed: Wednesday, April 26, 2023 4:17:44 PM 15 of 16 WsYsrEMS Printed: Wednesday, April 26, 2023 4:17:44 PM 16 of 16 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 2ND CHECK - 2ND CHECK - DOC 4/25/2017 BRONZ YOUNG STRUCTURAL STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf DOC 1/5/2017 DUANE CLAYTON 1ST REVIEW, REVISION 1 BRES2016-0228 - IST 0 REVIEW, REVISION 1.pdf BRES2016-0228 - DOC 5/31/2017 DUANE CLAYTON STRUCTURAL STRUCTURAL 0 OBSERVATION OBSERVATION.pdf BRES2016-0228 - DOC 4/19/2018 DUANE CLAYTON CERTIFICATE OF CERTIFICATE OF 0 OCCUPANCY OCCUPANCY.pdf 1ST REVIEW NON - DOC 8/31/2016 JIM JOHNSON STRUCTURAL 53-45 AVENIDA 0 VILLA.docx CORRECTIONS DOC 11/8/2016 JIM JOHNSON SITE REV. BRES2016- SITE REV. BRES2016- 0 0228.pdf 0228.pdf 2ND SUBMITTAL 2ND SUBMITTAL DOC 9/9/2016 STEPHANIE KHATAMI CORRECTION LIST AND CORRECTION LIST AND 0 RESPONSES 9-9-16 RESPONSES 9-9-16.pdf DEBRIS MANAGEMENT DOC 9/9/2016 STEPHANIE KHATAMI DEBRIS MANAGEMENT PLAN 9-9-16 53445 0 PLAN 9-9 16 AVE NIDA VILLA. pdf DOC 9/15/2016 STEPHANIE KHATAMI SUBLIST 9-14-16 SUBLIST 9-14-16.pdf 0 IMAGE 6/8/2017 DUANE CLAYTON FIRE DEPT OVERHEAD FIRE DEPT OVERHEAD 0 APPROVAL.JPG APPROVAL.JPG Printed: Wednesday, April 26, 2023 4:17:44 PM 16 of 16 WsYsrEMS IOC @0 1" SYSTEM SEE RISER HYDRAULIC NODE t B RESIDENCE SQUARE FOOTAGE RESIDENCE 1,958 SQ FT RESIDENCE 450 SQ FT TOTAL 2,08 I;]RIVI 2 @ 16 X 16 PSI REQ 43.51 GPM REQ 31.22 I REFLECTIVE PIPING ,PLAN SCALE 118 = V CPVC ELBOW � TO SYSTEM TQR 60 1" 1 — 300 # PRESSURE GAUGE 1" CHECK VALVE ?RAN RUBBER FACE I # 16 i1-112" WOOD SCREWS NAIL 2 x B BLOCK BETWEEN PAPE STRAP CEILING JOIST OR TRUSS CHORDS —Z' PIPE Vy �� A VOOD JOIST OR TRUSS CHORD7�Kffi TRAPEZE PIPE HANGER DETAIL BOTTOM CHORD OF NOSCALE TRUSS OR JOIST TELCO FIG.22 CPVC- APPROVED PIPE FASTENER 1' CPV DROP PIPING 1' FEAT, SLIP x 10 FEM.THREAD #18 x 1-112" REDUCING ADAPTER WOOD SCREW RESIDENTIAL CONCEILED BOTTOM CHORD OF PENDENT SPRINKLER �RUSSOR JOIST _ CEILING RECESSED PENDENTSPRINKLER&1 "DROPDETAIL ELEV. A BOR: V-0" NTS 1 lk7 Q..d_7 09. ELEVATION -2'-0" 6 1 FiAP1vUIDE0I=JUR31 51DEVIEW #18XI-112 SCR 1" RISER DETAIL QP WOODscRE�i RESIDENTIALRECESSE (STABILIZE{}NLYj BOTTOM CHORD OF TRUSS PENDENTSPRINKLER CEILING TOLCO FIG.22 PIPE STRAP TO JOIST DETAIL RESIDENTIAL DESIGN MATERIAL NOTES PIPE AND FITTINGS WILL BE "BLAZEMASTER" Q.P.V.C.; WITH PRIMER 1 GLUE JOINTS. INSTALL C.P.V.C. PIPEIFITTINGS PER. MFG. RECOMMENDATIONS SECURE C.P.V.C. PIPE: TO STRUCTURE PER. MFG. RECOMMENDATIONS. MAXIMUM C.P.V.C. HANGER DISTANCES ARE A�4 FOLLOWS.. 1" C.P.V.C. PIPE [HANGER @ MAXIMUM DISTANCE OF] 6'-0" NOTE: C.P.V.C. PIPE J FITTINGS WILL BE INSTi LLED ABOVE A MLN. OF 318" GYP. BOARD, SUSPENDED LAY IN PANELS(WITH `T -BAR" j; OR 112" PLYWOOD. C.P.V.C. PIPE 1 FITTINGS FOR THIS INSTALLAT ON, WILL BE CONCEALED ABOVE MINIMUM CONSTRUCTED BARRIER NOTkD ABOVE.. AUTOMATIC FIRE SPRINKLER RISER ASSEMBLY!7O BE C.P.V.C. BLAZEMASTER PIPE I AND GLUED JOINTS. L M N OF MWIEWM SPRIINKILLM PEI X.fF,Pek 930 2093 SECTION &3 SPRINKLETdS SHALL W BNSTAILED IN ALL 02 AS E]fe:m WHERE OmsioN 15 PERMrrftm By S.3.2 THROUGH 8.3.8 SEC nW E.3.2 SPRlNKI M SHALL NOT BE REQUIRIM IN I3A11iIROd MS OF S5 % FT. AND LIDS. SECTION 8.3.3 SPRINKLERS SHALL NOT BE REQ1, RM IN CI OMES CLOSETS, LINEN CLOSETS, AND PANTRIES T14AT MEET ALL OF THE FOLLOWING 00413 YICNS: III) THE AREA OF THE SPACE DM NOT MEM 24 S% €T. G2i THr: LFZT IDdNE ION DOES NOT EKEE0 3 FT. 13) THE WALLS AND CEILINGS ARE Sk WACCID WITH NONCOMMU tlR LNNT€D- COM3Ua OL€ RATERIALS AS DEFINFA1 IN 31.F.F,A. 20. SECTION 8.3.4 SPRINKLI K SHALL W XaQUIREID IN ATTACHED GARAGM OPEN ATTACHED CAS. NOTE: THE LOM AUTHORrFY HAVING JURI5DPCIION REIitIIREss FIRE SMNKLER PRi]`i{ CTION 9ArMIN I THE I;ARAGE AREA. USE 200 DCGREE HM IN THE GOACh 0 R14ISMD CEILING. I SECTION 8,3.3 SPRINKUEK 51-141 ROT W REQUIRED IN ATM, PENRHOUSE EQUIPMENT ROOKELEVATOR MACHINE ROW, aMCULED SPACES DEDICATED ExCLU VE.Y TO AND CONTAINiNIG ONLY MOE LING UNIT V01MLAWN MUIPMENT, FLOOR I CULING SPACES, ELEVATOR S114-5, CRAWL SPACES, AND OTHER CMEEALED SPACES THAT ARE NOT U50 OR INTEMDED FOR LIVING PURPOSES AND DO NOT CONTAIN FUEL -FIRED EQURPAREK. i SE" M 0.3.5.1 WI01 FIAL- 4ED EQUIPAWIT 6 PRESENT, AT LEAST ONE O LICK-PE5PONSA INT EPAMIATE TEMPCRATIM SPRINKLER SHALL LIE ONSTALLED AE'SI W FML EQUIPWXr. %C DON 8,3.6 SHALL W$T K RFWWM IN COVERED UNHEATED PR.IJ,IECTIONS: OF TI E BLIMNG AT ENTRANCES 1 DM AS LANG AS THERE 15 ANOTHEk MARS OF %KSS FRDM THE DWELLING U TT. SECTION 8.3.7 SMHK ERS SHALL NOT BE REQUIRED FOR COLING POCKETS THAT MEET THE FOLLOWNG CONDI71M. (, THE TOTAL YOLUK OF THE UNPROTIECTED CIE16[NG POCILr DOES NOT RUED 900 CMC FEET. (2) THE DITIRE FLOOR UNDER THE UNPROTECTIM CEILING POCKEr IS PROTECTED BY THE SMNQM AT THE LOWER CEILPNC, EMAMOR. (3) THE INTERIOR FINISH OF THE UNPROTECiFJD CEILING POCKET IS NONCOMMOILE OR LIWTED Ci WUSTW IYfA1 aIAL top SKYLIGHTS NISI EKCEEDING 32 5Q, FT. SNAIL BE PEIIMITTED TO HAVE A PLASTIC COVER. MCTPON 9.3.3 "HWAS SHALL NOT BE L-dMIRED IN CLOSETS IN GARAGES AND EMPJOR CLQ (MOARDEM OF SIZE) LOCATM ON E1MMO9R MI-CWH3, E1[PEItIOR 9RCECEWAYSI CORRIDORS, OR ACCESSED FWM OMMORS WHERE THE CLOSET DOES NOT HAVE DOORS OR UN -PROTECTED PENETRA71ONS °DIRECTLY INTO THE DWELLING UNIT. SECTION 0.3.9 SPRINKLERS SHALL. BE INSTALLEO IN ANY CL.OSEr USED FOR HEATING AND/OR AIR COIDITIO NNG EQUIPMENT, WASHERS ANDI OR DRIER;, OR WATER HEATERS EMT AS i,LJ.am BY &3.8 RESIDENTIAL HEADS IN RELATION TO HEAT SOURCE The installation of fire sprinkler systems or # 18x i-112' WOOD SCREWS modifications to existing fire sprinkler PIPE PIPE STRAP systems shall comply with: rirr rrrr rrrr NFPA 13D (2013 Edition). rrrrrrrrrrrrrr California Building Code (2013 Edition). WOOD JOIST OR TFWSS CHORD • California Fire Code (2013 Edition). A PIPE STRAP DETAIL a California Residential Code (201. Edition). IMP NTS fZ -&--+ City of HEMET fire prevention SIDE OF CEILING OR WALL MOUNTED The Fire Prevention Bureau will require the following inspections HOT AIR DIFFUSERS and tests as a minimum: CPVC PIPING APPLICATION • Overhead installation and hanger PIPE MAX. HANGER SIB'S SPACLNG • Final fire sprinkler. 6'-D" *TO SCHEDULE INSPECTIONS, CALL THE FIRE DEPT 48 LIGHT FIXTURE UP TO 250 WATT HOURS before the inspection. CPVC ELBOW � TO SYSTEM TQR 60 1" 1 — 300 # PRESSURE GAUGE 1" CHECK VALVE ?RAN RUBBER FACE I # 16 i1-112" WOOD SCREWS NAIL 2 x B BLOCK BETWEEN PAPE STRAP CEILING JOIST OR TRUSS CHORDS —Z' PIPE Vy �� A VOOD JOIST OR TRUSS CHORD7�Kffi TRAPEZE PIPE HANGER DETAIL BOTTOM CHORD OF NOSCALE TRUSS OR JOIST TELCO FIG.22 CPVC- APPROVED PIPE FASTENER 1' CPV DROP PIPING 1' FEAT, SLIP x 10 FEM.THREAD #18 x 1-112" REDUCING ADAPTER WOOD SCREW RESIDENTIAL CONCEILED BOTTOM CHORD OF PENDENT SPRINKLER �RUSSOR JOIST _ CEILING RECESSED PENDENTSPRINKLER&1 "DROPDETAIL ELEV. A BOR: V-0" NTS 1 lk7 Q..d_7 09. ELEVATION -2'-0" 6 1 FiAP1vUIDE0I=JUR31 51DEVIEW #18XI-112 SCR 1" RISER DETAIL QP WOODscRE�i RESIDENTIALRECESSE (STABILIZE{}NLYj BOTTOM CHORD OF TRUSS PENDENTSPRINKLER CEILING TOLCO FIG.22 PIPE STRAP TO JOIST DETAIL RESIDENTIAL DESIGN MATERIAL NOTES PIPE AND FITTINGS WILL BE "BLAZEMASTER" Q.P.V.C.; WITH PRIMER 1 GLUE JOINTS. INSTALL C.P.V.C. PIPEIFITTINGS PER. MFG. RECOMMENDATIONS SECURE C.P.V.C. PIPE: TO STRUCTURE PER. MFG. RECOMMENDATIONS. MAXIMUM C.P.V.C. HANGER DISTANCES ARE A�4 FOLLOWS.. 1" C.P.V.C. PIPE [HANGER @ MAXIMUM DISTANCE OF] 6'-0" NOTE: C.P.V.C. PIPE J FITTINGS WILL BE INSTi LLED ABOVE A MLN. OF 318" GYP. BOARD, SUSPENDED LAY IN PANELS(WITH `T -BAR" j; OR 112" PLYWOOD. C.P.V.C. PIPE 1 FITTINGS FOR THIS INSTALLAT ON, WILL BE CONCEALED ABOVE MINIMUM CONSTRUCTED BARRIER NOTkD ABOVE.. AUTOMATIC FIRE SPRINKLER RISER ASSEMBLY!7O BE C.P.V.C. BLAZEMASTER PIPE I AND GLUED JOINTS. L M N OF MWIEWM SPRIINKILLM PEI X.fF,Pek 930 2093 SECTION &3 SPRINKLETdS SHALL W BNSTAILED IN ALL 02 AS E]fe:m WHERE OmsioN 15 PERMrrftm By S.3.2 THROUGH 8.3.8 SEC nW E.3.2 SPRlNKI M SHALL NOT BE REQUIRIM IN I3A11iIROd MS OF S5 % FT. AND LIDS. SECTION 8.3.3 SPRINKLERS SHALL NOT BE REQ1, RM IN CI OMES CLOSETS, LINEN CLOSETS, AND PANTRIES T14AT MEET ALL OF THE FOLLOWING 00413 YICNS: III) THE AREA OF THE SPACE DM NOT MEM 24 S% €T. G2i THr: LFZT IDdNE ION DOES NOT EKEE0 3 FT. 13) THE WALLS AND CEILINGS ARE Sk WACCID WITH NONCOMMU tlR LNNT€D- COM3Ua OL€ RATERIALS AS DEFINFA1 IN 31.F.F,A. 20. SECTION 8.3.4 SPRINKLI K SHALL W XaQUIREID IN ATTACHED GARAGM OPEN ATTACHED CAS. NOTE: THE LOM AUTHORrFY HAVING JURI5DPCIION REIitIIREss FIRE SMNKLER PRi]`i{ CTION 9ArMIN I THE I;ARAGE AREA. USE 200 DCGREE HM IN THE GOACh 0 R14ISMD CEILING. I SECTION 8,3.3 SPRINKUEK 51-141 ROT W REQUIRED IN ATM, PENRHOUSE EQUIPMENT ROOKELEVATOR MACHINE ROW, aMCULED SPACES DEDICATED ExCLU VE.Y TO AND CONTAINiNIG ONLY MOE LING UNIT V01MLAWN MUIPMENT, FLOOR I CULING SPACES, ELEVATOR S114-5, CRAWL SPACES, AND OTHER CMEEALED SPACES THAT ARE NOT U50 OR INTEMDED FOR LIVING PURPOSES AND DO NOT CONTAIN FUEL -FIRED EQURPAREK. i SE" M 0.3.5.1 WI01 FIAL- 4ED EQUIPAWIT 6 PRESENT, AT LEAST ONE O LICK-PE5PONSA INT EPAMIATE TEMPCRATIM SPRINKLER SHALL LIE ONSTALLED AE'SI W FML EQUIPWXr. %C DON 8,3.6 SHALL W$T K RFWWM IN COVERED UNHEATED PR.IJ,IECTIONS: OF TI E BLIMNG AT ENTRANCES 1 DM AS LANG AS THERE 15 ANOTHEk MARS OF %KSS FRDM THE DWELLING U TT. SECTION 8.3.7 SMHK ERS SHALL NOT BE REQUIRED FOR COLING POCKETS THAT MEET THE FOLLOWNG CONDI71M. (, THE TOTAL YOLUK OF THE UNPROTIECTED CIE16[NG POCILr DOES NOT RUED 900 CMC FEET. (2) THE DITIRE FLOOR UNDER THE UNPROTECTIM CEILING POCKEr IS PROTECTED BY THE SMNQM AT THE LOWER CEILPNC, EMAMOR. (3) THE INTERIOR FINISH OF THE UNPROTECiFJD CEILING POCKET IS NONCOMMOILE OR LIWTED Ci WUSTW IYfA1 aIAL top SKYLIGHTS NISI EKCEEDING 32 5Q, FT. SNAIL BE PEIIMITTED TO HAVE A PLASTIC COVER. MCTPON 9.3.3 "HWAS SHALL NOT BE L-dMIRED IN CLOSETS IN GARAGES AND EMPJOR CLQ (MOARDEM OF SIZE) LOCATM ON E1MMO9R MI-CWH3, E1[PEItIOR 9RCECEWAYSI CORRIDORS, OR ACCESSED FWM OMMORS WHERE THE CLOSET DOES NOT HAVE DOORS OR UN -PROTECTED PENETRA71ONS °DIRECTLY INTO THE DWELLING UNIT. SECTION 0.3.9 SPRINKLERS SHALL. BE INSTALLEO IN ANY CL.OSEr USED FOR HEATING AND/OR AIR COIDITIO NNG EQUIPMENT, WASHERS ANDI OR DRIER;, OR WATER HEATERS EMT AS i,LJ.am BY &3.8 RESIDENTIAL HEADS IN RELATION TO HEAT SOURCE MINIMUM DISTANCE FROM EDGE OF SOURCE TO URO. TEMP. 5PKR. HEAT SOURCE INCHES SIDE OF OPEN OR RECESSED FIREPLACE 36" FRONT OF RECESSED FIREPLACE 60" COAL OR WOOD - BURNING STOVE 42" KITCHEN RANGE 18" WALL OVEN 18" HOT Alfa FLUES 18" SIDE OF CEILING OR WALL MOUNTED 24" HOT AIR DIFFUSERS FRONT OF WALL MOUNTED 36" HOT AIR DIFFUSERS wCQ HOT WATER HEATER OR FURNACE 6" LIGHT FIXTURE UP TO 250 WATT 6" LIGHT FIXTURE 250 TO 499 WATT 12" RESIDENTIAL HEADS IN RELATION TO OBSTRUCTIONS CEILING FAN (CENTER OF FAN MOTOR) 36" Ll - SERVICE CONNECTION MAX FLOW 35 CPM INLET PRESSURE 97 PSI OUTLET PRESSURE 66 PSI METER SIZE I" SERVICE SIZE 1" FOR CAUCULATION PURPOSES SERVICE CONNECTION INCLUDES SERVICE CONNECTION PIPE= 501 , METER STOP, METER, CHECK VALVE& SHUT OFF VALVE Section "N' Scale: 118" =1.0" T KININ@ LNBi m m� dr LL LL: v - LL y aa � o Q 0 H ,tion "B" Scale: 1/9' = V-0" DOUBLE OFF SET HANGER SINGLE OFF SET HANGER AND RESTRAINER AND RESTRAINER TOLCO FIG. 29 DOUBLE OFFSET HANGER NTS Su1E MOUNT PI STRAP CPVC PIPE #18x1 ''WOOD SCREWS WOOD JOIST OR TRUSS CHORD SIDE MOUNT PIPE STRAP DETAILS NTS TOLCO FIG.24 CPVC APPROVED SIDE MOUNT PIPE STRAP If 6fi r TRUSS CHORD \ SCREWS / TRUSS CHORD 2xWODD BLOCKING NAILED BETWEEN ROOF RAFTER OR FLOOR JOIST 4 TRAPEZE PIPES TRAP DETAIL 7®a� NTS TOLCO FIG.23 CPVC APPROVED PIPE STRAP-TYP. #18x9-112" WOOD SCREWS CPVC PIPE WOOD JOIST OR 7 KIM TRUSS CHORD STANDARD PIPE STRAP DETAIL NTS 012 x 1" WOOD SCREWS SIDE MOUNT PIPE S —PIPE WORD JOIST OR TRUSS CHORD iNou� NTS SIDE MOUNT PIPE STRAP DETAIL GENERAL INFORMATION 1: INSTALLATION NEEDED OF A SEPARATE " DOMESTIC ONLY " SHUT-OFF VALVE TO ALLOW SERVICING OF THE DOMESTIC SYSTEM WITHOUT IMPAIRING THE FIRE SPRINKLER SYSTEM. 2: NO WATERFLOW ALARM OR BELL REQUIRED PER NFPA 13 (CITY OF HEMET) 3: NFPA 13D 2013 IS THE INSTALLATION STANDARD. 4: THE SYSTEM CHECK VALVE ON THE RISER SHALL BE OF RUBBER -FACED CONSTRUCTION. a: ALL SPRINKLER PROTECTIVE COVERS SHALL BE INSTALLED AT THE TIME OF FINAL INSPECTION TO VERIFY CONDITION OF HEADS_ 6: ALL RISER ASSEMBLIES SHALL BE ENCLOSED IN A WALLIBUILD UP WITH EASY ACCESS AND WITH AN APPROVED ACCESS DOOR, UNLESS OTHERWISE APPROVED 13Y THE FIRE DEPT. 7: 2013 IS THE CURRENTLY ADOPTED STANDARD. 8: 2013 CFC IS THE FIRE CODE. Sprinkler Spacing: _16—x 16 Feet NOTES FOR NFPA 13D SPRIN LER SYSTEMS sIATE L'e ONE & TWO FAMILY RESIDENTIAL FIRE SPRINKLER SYSTEMS e:o sr= 5 oRsNs� seg DWELLING. ��'�Gissn7saa �� o a FIRE SPRINKLER DESIGN CRITERIA o � 1) THIS SYSTEM IS A WET PIPE SYSTEM OF AUTOMATIC NA SPRINKLERS HYDRAULICALLY DESIGNED PER qr OF COL%* -D NFPA 13D WITH TWO HEADS FLOWING. 2) ALL PIPING ( ONE INCH ) TO BE CPVC U) 0 a LJ �CL � 0Z> r domestic and fire sprinkler water supply. A shut -off valve shall be installed for the domestic water supply after the fire sprinkler system take Off SERVICE CONNECTION MAX FLOW 35 CPM INLET PRESSURE 97 PSI OUTLET PRESSURE 66 PSI METER SIZE I" SERVICE SIZE 1" FOR CAUCULATION PURPOSES SERVICE CONNECTION INCLUDES SERVICE CONNECTION PIPE= 501 , METER STOP, METER, CHECK VALVE& SHUT OFF VALVE Section "N' Scale: 118" =1.0" T KININ@ LNBi m m� dr LL LL: v - LL y aa � o Q 0 H ,tion "B" Scale: 1/9' = V-0" DOUBLE OFF SET HANGER SINGLE OFF SET HANGER AND RESTRAINER AND RESTRAINER TOLCO FIG. 29 DOUBLE OFFSET HANGER NTS Su1E MOUNT PI STRAP CPVC PIPE #18x1 ''WOOD SCREWS WOOD JOIST OR TRUSS CHORD SIDE MOUNT PIPE STRAP DETAILS NTS TOLCO FIG.24 CPVC APPROVED SIDE MOUNT PIPE STRAP If 6fi r TRUSS CHORD \ SCREWS / TRUSS CHORD 2xWODD BLOCKING NAILED BETWEEN ROOF RAFTER OR FLOOR JOIST 4 TRAPEZE PIPES TRAP DETAIL 7®a� NTS TOLCO FIG.23 CPVC APPROVED PIPE STRAP-TYP. #18x9-112" WOOD SCREWS CPVC PIPE WOOD JOIST OR 7 KIM TRUSS CHORD STANDARD PIPE STRAP DETAIL NTS 012 x 1" WOOD SCREWS SIDE MOUNT PIPE S —PIPE WORD JOIST OR TRUSS CHORD iNou� NTS SIDE MOUNT PIPE STRAP DETAIL GENERAL INFORMATION 1: INSTALLATION NEEDED OF A SEPARATE " DOMESTIC ONLY " SHUT-OFF VALVE TO ALLOW SERVICING OF THE DOMESTIC SYSTEM WITHOUT IMPAIRING THE FIRE SPRINKLER SYSTEM. 2: NO WATERFLOW ALARM OR BELL REQUIRED PER NFPA 13 (CITY OF HEMET) 3: NFPA 13D 2013 IS THE INSTALLATION STANDARD. 4: THE SYSTEM CHECK VALVE ON THE RISER SHALL BE OF RUBBER -FACED CONSTRUCTION. a: ALL SPRINKLER PROTECTIVE COVERS SHALL BE INSTALLED AT THE TIME OF FINAL INSPECTION TO VERIFY CONDITION OF HEADS_ 6: ALL RISER ASSEMBLIES SHALL BE ENCLOSED IN A WALLIBUILD UP WITH EASY ACCESS AND WITH AN APPROVED ACCESS DOOR, UNLESS OTHERWISE APPROVED 13Y THE FIRE DEPT. 7: 2013 IS THE CURRENTLY ADOPTED STANDARD. 8: 2013 CFC IS THE FIRE CODE. Sprinkler Spacing: _16—x 16 Feet NOTES FOR NFPA 13D SPRIN LER SYSTEMS sIATE L'e ONE & TWO FAMILY RESIDENTIAL FIRE SPRINKLER SYSTEMS e:o sr= 5 oRsNs� seg DWELLING. ��'�Gissn7saa �� o a FIRE SPRINKLER DESIGN CRITERIA o � 1) THIS SYSTEM IS A WET PIPE SYSTEM OF AUTOMATIC NA SPRINKLERS HYDRAULICALLY DESIGNED PER qr OF COL%* -D NFPA 13D WITH TWO HEADS FLOWING. 2) ALL PIPING ( ONE INCH ) TO BE CPVC WITH CPVC GLUED FITTINGS. MINIMUM 6 FT BETWEEN HANGERS ZONING: R-1 3) ALL MATERIALS TO BE U.L. LISTED OCCUPANCY.R-3 TYPE V -B NON -RATED co 0 m U 4) UNDERGROUND PIPE; COVER MINIMUM OF 20 INCHES U) LJ � I A full port hall valve shall be installed at one - and two-family Dwelling units as a shut domestic and fire sprinkler water supply. A shut -off valve shall be installed for the domestic water supply after the fire sprinkler system take Off w wCQ � W CV Z be installed in the fittings prior to the fittings being cemented in place. E- � cr Pendent sprinklers no closer than three feet of the center of a ceiling fan. to Water meter shall be installed prior to final. W 0 WITH CPVC GLUED FITTINGS. MINIMUM 6 FT BETWEEN HANGERS ZONING: R-1 3) ALL MATERIALS TO BE U.L. LISTED OCCUPANCY.R-3 TYPE V -B NON -RATED co 0 m U 4) UNDERGROUND PIPE; COVER MINIMUM OF 20 INCHES U) I A full port hall valve shall be installed at one - and two-family Dwelling units as a shut domestic and fire sprinkler water supply. A shut -off valve shall be installed for the domestic water supply after the fire sprinkler system take Off w wCQ 2 Where solvent cement is used as the pipe and fittings bonding agent, sprinklers shall notCQ W CV CO be installed in the fittings prior to the fittings being cemented in place. F) Pendent sprinklers no closer than three feet of the center of a ceiling fan. Cd Water meter shall be installed prior to final. W a. inspection required at both rough and final prior to occupancy being granted.. b. Systems shall be tested at a minimum of street pressure in accordance with NFPA. 13D. 7gR�iCE 4 TxR1�-j T � (ASSiJOMED ] GOAPORATE 3TIOP 0=116 SUPPLY IRNOIOMM IOWA M RIE SZE 4l SOL 40 01I11`SS PPE ( ASSUMED ) A=J VW VALVE + 314" BADGER M35 WATER METER 1- WLW6 40X 9MGLE CHEOIC VALVE 1- CAST& IFR CONWIOL VALVE v BRASS To 1 1!T C.P.vx- AGI pTst 10 1' P.Y.C. PIPE (pL EQf,IAL ) 2 MOST REMOTE SPRINKLER HEADS HYDRAULIC DESIGN - REMOTE AREA 1 A.H.J. DESIGN STD. 2013 NFPA 13D PIPE TYPES MAINS CPVC BRANCHES CPVC SPRINKLER ORIFICE 7W 4.9 AREA LOCATION MOST REMQTEARE4-- #OF FLOWING SPRINKLERS 2 DENSITY- NIR G.P.M.ISQ.FT. 1 REMOTE AREA 2 HEADS SQ.FT, I� 314" METER 314" 81111 E SEAYICE OWALLATICN FOR DOME= NOTE: ALL CUT PIPE INMENSIONS SHOWN ON PIPING PLAN, W1L.L 13E CENTER OF FrmT G TO CENTER OF FIT7I14G. YTEo L AW& AWFEC17 Olr YP4e VWkxy2D affTawnc FORE [ 11tECTIOi Smm MWE B BELOW HD M L.L BE THE LiIm`4 OF THIE UnER. I Riverside County Fire ,Office Of the Fim Marshal JAN 2 7 2017 By Recelvecl T T (D MINIMUM FASTENER SIZE ACCEPTABLE I 0-0M FIGURE: 23 - CPVC HANGER T HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE — 0 CNEW J00bo CPVC DOUBLE FASTENER STRAP TYPE HANGER PLAN CHECK APPROVAL APPROVAL Riverside County Fire Department fir Office of he Fire Marshal ma othng m The approval Of Pians and specifications does not permit the violation, deletion, Arniss(pn or faulty nstaflation of any req+afrements of Title 24 or any Loral Ordinances. Construction shall remain accessible and exposed for Inspection purposes until aPProved by the Fire Department. LO (V W J a 0 F- LLI M M LL 0 0 0 0 d 0 Z J J O O aC\1 z r r ca �? L6 �r Q.. 0 LO W p LS] N T1 -- LU H F- IZ 0 Z Z o a oLU LLIJ a_ 4 LL Z U U3 [2 aD m TSR a�sr� Residential Connection Charge Estimate Date: March 21, 2Q13 Customer Name: Coronal Construction Phone No. (760) 775-1234 Parcel No. 774-093-022 Geo. 06-06-12-4. Address: 53445 Avenida Villa, La Quinta LID: 687858 Block No. Lot No. 10 Size of Lot: 4,792 sq. ft. Tract No. Type of Service: R-1: Duplex: ❑ Triplex: ❑ Apts: ❑ ._�� -� SWSC: — _ - _---•,- 1,872.97 _, ..- �_ -- Acres: 0.11 SWsc: $17,027.00 — *�--_gig /acre WSBFC: $ 3,756.00 SCC: $ 4,231.00 Treatment: $2,395/edu Collection: $1,836/edu Meter: $ 337.00 Meter Size: 1 inch Meter surcharge: $ 2,512.00 serviceSlze: 1 inch Service: S 1,842.00 Meter & Service: $ - Backflow: $ - Other: I �' (see explanation below) Sewer Lateral: $ Total: $ 14,550.97 Other: Abandon / Relocate Information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection— Max. Flow= 15 gpm Max. Flow*= 35 gpm Min. Pressure= 50 psi Inlet Pressure=� *97 psi Fire Sprinkler Demand* Outlet Pressure= 66 pSi Max. Flow= 35 gpm Min. Pressure= 35 psi Meter Size = 1 inch System Type: Service Size= 1 inch Multi 0 Stand Alone ❑ __._ ** For Calculation Purposes. Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Notes: Santa Carmelita at Vale La Qulnta, Unit 28. There is currently a 1" service existing which was installed as part of an Assessment years age and at the time of meter request we are to charge for the service. According to drawing there is an existing sewer lateral. ----- PZ 13.4436 *PRIOR TO PRESS REG VLV Technician: Sandra Vlllalobos Approved by: a Date: �" (—1 3 l � cvwd-950 *********This is just a QUOTE, all fees are subject to Change********* 12/11 Fire - FI W Sprinkler Hydraulics CaIculatian Program Living Water Designs 5co tsdilt;, AZ 45280 _-- _ _ .---''`r•. General Project Data Report ; Generat Data Project Title: Designed By: Code Reference: Elite Software Development, lnc. Custom home P 1 Custom home Project File Name: bdrm 2 heads..fiw Derek Chandler Date: January 25, 2017 Approving Agency: "F" FITTING = "T" RUN / B = ANGLE VALVE Client Name: Phone: Address: City, State Zip Code: Company Name: Representative: Company Address: City And State: Phone: 0.00 Building Name: bedroom 2=head Building Owner. Contact at Building: Jerry Haynes Phone at Building: (951) 312-2323 Address Of Building: .53445 Avenida Villa City, State Zip Code.- La Quinta, CA Project Data Description Of Hazard: Design Area Of Water Application: Default Sprinkler K -Factor: Inside Hose Stream Allowance: In Rack Sprinkler Allowance: Sprinkler Specifications Make: Size: :Water supPty Test Data -- Source Of Information: TEST RESIDUAL = STATIC - 10% Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 66.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 59.40 psi Calculated System Flow Rate: 31.22 gpm Calculated Inflow Residual Pressure: 43.51 psi Available Residual Pressure At System Flow: 65.99 psi Calculation Project Data Calculation Mode: Demand Sprinkler System Type: Wet Residential 512 ft2 Maximum Area Per Sprinkler: 256 ft2 0.00 K Default Pipe Material: BLAZEMASTER CPVC 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm 0.00 gpm GLOBE Model: 4906 7116 Temperature Rating: 155 F :Water supPty Test Data -- Source Of Information: TEST RESIDUAL = STATIC - 10% Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 66.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 59.40 psi Calculated System Flow Rate: 31.22 gpm Calculated Inflow Residual Pressure: 43.51 psi Available Residual Pressure At System Flow: 65.99 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Maximum Water Velocity: 0.00 ttls Number Of Active Nodes: 13 Number Of Active Pipes: 13 Number Of Active Sprinklers: 2 C:\ ...\bdrm 2 heads.fiw Minimum Desired Flow Density: Maximum Frictional Loss / 100 feet: Number Of Inactive Pipes: Number Of Inactive Sprinklers: 0.05 gpm/ft' 20.00 psi 37 0 Thursday, January 26, 2017, 11:38 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. I 1 Living Water Designs Custom home Scottsdale4 AZ 85260 _ Page 2 1 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal SpklHose Residual N.M.Dia. q (gpm) F. Uft Pipe -Len. Elevation End. KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. Node (K) (feet) (gpm) (psi) C -Value Velocity Finings Tot -Len. i (fps) Type -Grp (ft) 60 100 100 120 120 140 140 150 0.00 10.50 0.00 0.00 -2.00 0.00 BLAZEMASTER CPVC 0.00 -2.00 0.00 0.00 -2.00 5.00 BLAZEMASTER CPVC 1.00 1 4.90 10.00 13.21 7.26 1.00 13.21 0.03158 0.50 2 0.00 10.50 0.00 7.22 1.101 13.21 T 5.00 BLAZEMASTER CPVC 150 4.45 0 5.50 2 0.00 10.50 0.00 7.22 1.00 0.73 0.00015 8.10 4 0.00 10.50 0.00 7.22 1.101 0.73 T 5.00 BLAZEMASTER CPVC 150 0.25 0 13.10 3 4.90 10.50 13.01 7.05 1.00 13.01 0.03072 0.50 4 0.00 10.50 0.00 7.22 1.101 13.01 T 5.00 BLAZEMASTER CPVC 4.38 0 5.50 _150 4 0.00 10.50 0.00 7.22 1.00 12.28 0.02762 47.00 5 0.00 8.50 0.00 10.85 1.101 12.28 6F6ET 53.00 BLAZEMASTER CPVC _ 150 4.14 0_ 100.00 2 0.00 10.50 0.00 7.22 1.00 0.00 0.03487 24.00 10 0.00 10.50 0.00 9.10 1.101 13.93 4F3ET 30.00 BLAZEMASTER CPVC 150 4.70 0 54.00 5 0.00 8.50 0.00 10.85 1.00 0.00 0.02762 38.00 15 0.00 10.50 0.00 11.86 1.101 12.28 F2E3T 30.00 BLAZEMASTER CPVC 150 4.14 0 68.00 10 0.00 10.50 0.00 9.10 1.00 0.00 0.03487 62.00 15 0.00 10.50 0.00 11.86 1.101 13.93 5FET 17.00 BLAZEMASTER CPVC 150 4.70 0 79.00 15 0.00 10.50 0.00 11.86 1.00 0.00 0.11231 15.00 60 0.00 10.50 0.00 15.23 1.101 26.22 F2E 15.00 BLAZEMASTER CPVC 150 8.83 _ 0 30.00 60 100 100 120 120 140 140 150 0.00 10.50 0.00 0.00 -2.00 0.00 BLAZEMASTER CPVC 0.00 -2.00 0.00 0.00 -2.00 5.00 BLAZEMASTER CPVC 1.00 24.29 0.00 -2.00 5100 0.00 -2.00 0.00 BLAZEMASTER CPVC 30.50 Meter -2.00 150 4.00 psi -2.00 CA ...lbdrm 2 heads.fiw 15.23 1.00 23.17 1.101 8.83 150 23.17 1.00 24.29 1.101 8.83 150 5.00 24.29 1.00 30.50 1.101 0 150 30.50 34.50 0.00 0-11231 26.22 3FE 8.83 - -- 0 0.00 0.11231 26.22 T 8.83 0 5.00 0.15512 31.22 -- 10.52 0 31.24 12.50 10.00 22.50 5.00 5.00 10.00 40.00 0.00 40.00 PF -(psi) PE -(psi) PT -(psi) 0.174 -0.217 -0.043 0.002 0.000 0.002 0.169 0.000 0.169 2.762 0.866 3.62E 1.883 0.000 1.883 1.878 -0.866 2.755 0.000 2.755 3.369 0.000 3.369 2.527 5.413 7.939 1.123 0.000 1.123 6.205 0.000 6.205 I Thursday, January 26, 2017, 11:38 PM r Fitting legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Tum Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve C:1 ...lbdrm 2 heads.fiw Thursday, January 26, 2017, 11:38 PM Fire - Fire Sprinkler Hydraulics Calculation Program Living Matter. Desgns Elite Software Development,1nc.j Custom home Scottsdefe, 85260 A2 _ T— Page 3 Fire Sprinkler Output Data �Overall_pe Dutpu Data(cont'd q (gpm) F. L./ft Pipe -Len. PF -(psi) Beg. Nodal Spk/Hose Residual N.M.Dia. Elevation End. KFactor Discharge Pressure Inside Dia. Q{gpm) (psiiil) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C -Value Velocity Fittings Tot -Len. PT -(psi) (fps.) Type -Grp (ft) 150 0.00 -2.00 0.00 34.50 1.00 0.00 0.21976 25.00 9.010 !!! 160 0.00 2.00 0.00 43.51 1.025 31.22 B 16.00 0.000 TYPE L COPPER TUBE 150 12.14 0 41.00 9.010 Fitting legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Tum Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve C:1 ...lbdrm 2 heads.fiw Thursday, January 26, 2017, 11:38 PM Riverside County Fire Dep,.itment Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM ❑ New ❑ Re -Submittal # ❑ As-builts FD Permit No. LAO -17-k5-609 City Permit# g!2-ESa-016 - 02-2•-8S 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 Only Riverside County Fire Office of the Fire Marshal JAN 2 7 2017 PROJECT INFORMATION (Please Print) - for c vo e Project Name: AIVIES �u have rer!d and understand that Fire Dept. fees are /� �^ Deposit Based Fees and there may be additional Address: /4�` 1/�Lc', Gof_[�1 money due prior to or after project final. Sign: City & Zip: zz4�v1A1Y .' �' 12,215-;3 Print: CONTACT INFORMATION BILLING INFORMATION: Dame as contact info Company Name: Contact Person: �A — — BILL TO: Mailing Address: /' �� rX Mailing Address: City &Zip vei4' - City & Zip Phone No.: Fax: Phone No.: Fax: Email: w 1r The Pers fisted o 'filling Inforrnali n" 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 5r�-Prinkler 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 Store Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground OFFICE USE ONLY Fee Paid: Called for Pick -Up Reviewed by: Date: By: Date Paid: �'���➢'� $500 PC Review Date: a 1,9 - � Picked -Up Ghecic#: q�-5oa-9:'a�37 ,�l% 4 ■ Approved ❑ Denied Date: � I�/I By: Jy� Received By: .? ,)P^, Plans Stamped: ❑Yes ONO Shipped By / Method 61 ita05-oy Letter Attached: ❑Yes ❑No Receipt#(OCR) _jnayS-a5 Job Card Included: ❑Yes ❑No ©DBF DBF '�31DBF Form 1 — Revised 1/3/2017 Visit us at www.rvcfire.ora 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 Min. Deposit Base Plan Fee Sets Building 2 $1,056.00 Tenant Improvement Building 2 $696.00 Fire Sprinkler (per riser) 3 $614.00 Tenanl Impravernenl 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 $32.00 High Pile or Rack Storage 3 $348.00 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 Valdez, Jenisser@CALFIRE Subject: LAQ-17-RS-008 - STOCKDALE RESIDENCE - RES OH ROUGH/ HYDRO Location: 53445 AVENIDA VILLA, LOT 10, LA QUINTA Start: Wed 2/15/2017 10:00 AM End: Wed 2/15/2017 10:30 AM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: Jerry Haynes Co. Name: Haynes Fire Systems Phone#: Cell#: 951-312-2323 CrossSt: 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 Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final X Overhead rou h piping UST/AST TANK X Overhead hydro Installation UG flush / OK to connect Removal Main drain/inspect. Test Emergency shut off High pile storage Primay piping In-racksprinklers Secondary piping Hose racks Dis ensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detection system 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 I 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 I T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: 1