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FSS2021-0029ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JOSE DELGADO 1/3/2022 1/3/2022 CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT EXPIRED AS OF 10/18/21 (6 MOS FROM DATE OF LAST APPROVED INSPECTION). ADDED EXTENSION FEE OF $83 AND EXTENDED PERMIT TO 1/4/22 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST LETTER FROM CONTRACTOR. OK TO EXTEND PER KOHL. CONTRACTOR UPLOADED REQUEST LETTER AND PAID FEE. EXTENDING PERMIT ANOTHER 6 MONTHS. NOTE KAYLI ALFORD 1/28/2021 1/28/2021 EMAILED APPLICANT TO CONFIRM INTENT OF APPLICATION SUBMITTAL - SUBTYPE SELECTED WAS "RESIDENTIAL - TRACT HOMES" BUT A NEW SET OF PLANS WERE SUBMITTED FOR REVIEW. APPLICANT STATED THIS WILL BE A CUSTOM HOME BECAUSE IT DIFFERS FROM THE ORIGINAL MASTER PLAN. CONDITIONS Description: ANDALUSIA / FIRE SPRINKLER / BRES2020-0152 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - TRACT HOMES Status: FINALED Applied: 1/28/2021 ECON Parcel No: 764680018 Site Address: 81537 RONDA LA QUINTA,CA 92253 Approved: 2/16/2021 KHET Subdivision: TR 31681-3 Block: Lot: 101 Issued: 2/18/2021 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 1/5/2022 KHET Valuation: $3,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: fire sprinkler submittal Printed: Monday, February 27, 2023 1:45:48 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0029 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 (619)588-6364 angela@SymonsFP.co m CONTRACTOR SYMONS FIRE PROTECTION INC 12155 PAINE PL POWAY CA 92064 (619)588-6364 angela@SymonsFP.co m OWNER T D DESERT DEV 81570 CARBONERAS LA QUINTA CA 92253 (619)588-6364 INSPECTIONS FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 9/27/21 WEB9414 632674429 93 CREDIT 682025 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $242.00 $242.00 2/18/21 WEB7426 01531Q CREDIT SYMONS FIRE PROTECTION INC ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $242.00 $242.00 2/18/21 WEB7426 01531Q CREDIT SYMONS FIRE PROTECTION INC ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $83.00 $83.00 1/3/22 WEB10284 634590904 55 CREDIT 682025 ECON Total Paid for FIRE FEES: $728.00 $728.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 2/18/21 WEB7426 01531Q CREDIT SYMONS FIRE PROTECTION INC ECON Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 2/18/21 WEB7426 01531Q CREDIT SYMONS FIRE PROTECTION INC ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$743.00 $743.00 Printed: Monday, February 27, 2023 1:45:48 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0029 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/28/2021 EtrakitContractor calcs and material data 19-0216 - LOT53101 - 2HD CALC.pdf 1 DOC 1/28/2021 EtrakitContractor fire sprinkler plans PLAN SET.pdf 1 DOC 1/3/2022 Etrakit Contractor extension letter Andalusia lot 101.pdf 1 DOC 2/16/2021 KOHL HETRICK FSS2021-0029 - APPROVED PLANS AND CALCS.pdf FSS2021-0029 - APPROVED PLANS AND CALCS.pdf 1 BOND INFORMATION SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 3/22/2021 3/22/2021 APPROVED OVERHEAD ROUGH PIPING KHET 3/22/2021 3/22/2021 APPROVED BUCKET TEST REQUIRED PRIOR TO FINAL Due to the observation of appropriate addition of approximately (12) 90s and 45s to the main line loop serving the hydraulic calc path, a bucket test at or prior to final is being required in lieu of revisions and hydraulic calculations. FIRE INSPECTOR KHET 4/21/2021 4/21/2021 APPROVED BUCKET TEST REQUIRED Not a final - Bucket test post rough. FIRE FINAL**KHET 1/5/2022 1/5/2022 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE (2 WK)KOHL HETRICK 1/28/2021 2/11/2021 2/16/2021 APPROVED SEE ATTACHMENTS 1ST PERMIT TECH (1 DAY) PERMIT TECH BUCKET 1/28/2021 1/29/2021 1/28/2021 COMPLETE PARENT PROJECTS Printed: Monday, February 27, 2023 1:45:48 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0029 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/16/2021 KOHL HETRICK FSS2021-0029 - COA AND JOB CARD.pdf FSS2021-0029 - COA AND JOB CARD.pdf 1 DOC 4/21/2021 KOHL HETRICK FSS2021-0029 BUCKET TEST REPORT.pdf FSS2021-0029 BUCKET TEST REPORT.pdf 1 Printed: Monday, February 27, 2023 1:45:48 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0029 FSS2021-0029 8" MAIN1" COPPERLATTERAL13/4" WATERMETER23120'FTOF 2" PVC45'FT OF 1" COP(SWEEP)COMINED PLUMBING ANDSPRINKLER SHUT OFF(OPTIONAL)PLUMBINGSHUT OFF5EL=0'EL=3'EL=3'EL=5'B.O.R. EL=9'1" CHECK VALVE1/2" DRAIN300LB. WATER GUAGE6T.O.R. EL=15'TRANSITION FROMCOP TO CPVCTRANSITION FROMPVC TO COP1" CPVC 1" CPVCDOMESTIC PLUMBINGREGULATORUNDERGROUND NOTES:1. ALL LOTS TO HAVE 3/4" WATER METERS.2. ALL LOTS TO HAVE 2" (SCHEDULE 40) PVC PIPE FROM WATER METER TO HOUSE.3. NO ELEVATION ON ANY LOT TO EXCEED 5'FT IN ELEVATION CHANGE FROM METER TO HOUSE.4. NO LOT TO EXCEED 20'FT FROM 8" MAIN TO 3/4" WATER METER.5. NO LOT TO EXCEED 120'FT OF 2"PVC FROM 3/4" WATER METER TO HOUSE.6. ALL FIRE SPRINKLER RISERS LOCATED IN GARAGE.7. ALL 3/4" WATER METERS WILL BE LOCATED AT PROPERTY LINE OF EACH HOUSE.AREA OF PRESSUREFROM 2014ALL UNDERGROUND NOTES ARE FORWORST CASE SCENARIO AND NO LOTTO EXCEED ANY MAX LENGTH, SIZE,ELEVATION, ETC. LISTED BELOWAREA OF PRESSURE FROM 2019- AREA OF NEW WORK, SEEEMAIL FOR PRESSURE ZONE2014 PRESSURE2019 PRESSURE2019 EMAILPRESSURETHE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS AND/OR METHODS OF INSTALLATION CONTAINED IN THIS SET OF DRAWINGS IS THE SOLE PROPERTY OF SYMONS FIRE PROTECTION, INC., AND THAT ANY USE OF THIS SET OF DRAWINGS IS PROHIBITED AND IS A VIOLATION OF COPYRIGHT LAWS WITHOUT FIRST RECEIVING PERMISSION FROM SYMONS FIRE PROTECTION, INC.DRAWN BY :SCALE :DATE :JOB NO.SHEET NO.PROJECT: CONTRACT WITH: DRAWING TITLE MARK DATE BYDESCRIPTION AUTHORITY HAVING JURISDICTION PHONE REVISIONS LA QUINTA FIRE DEPARTMENT (760) 777-7125 LA QUINTA, CA 92253 81537 RONDA ANDALUSIA - LOT #53101 LA QUINTA, CA 92253 81-570 CARONERAS T.D. DESERT DEVELOPMENT FIRE SPRINKLER PLANS11-3-2020AS NOTEDJOBANNY ECHEVERRIA19-0216FP2 OF FP3-----121 5 5 PA INE P L AC E * PO W AY, C A 9 2064 * (6 19) 588-6364 * FAX (619) 588-6805 * www.symonsfp.com * CA LIC. #682025 * PIPING PLAN3/16"=1'-0"ALL 10'-0" FLAT CLG'SU.N.O.SECTION CUT A1/4"=1'-0"REPRESENTS LINEOF CLG CHANGEHALLENTRYHALLWICNOA.S.21SQ.FT.VANLIVINGHALLPLAN #26ALL 1" CPVC PIPINGCLCLBED 5OFFICEHALLARCHEL = 15'EL = 9'T.O.R.B.O.R.651" RISER IN WALL W/ INT. LABELED ACCESS PANELEL=18'12REPRESENTS SOFFITS. ALLSOFFITT TO BE 1'FTUTILCOURTYARDPORTICO18'CLGCASITABATHHEATZONEFPDN 9'FT6X8 BEAMS HALLFLOOR = 4,483 SQ.FT.CASITA = 648 SQ.FT.GARAGE = 825 SQ.FT.TOTAL = 5,956 SQ.FT.WICLINNO A.S.18SQ.FT.HALLBATHHALLHALLARCH ARCH VAULTED ARCHHEATZONEFPZONEM.BEDARCH ENTRY16'6 CLG= REPRESENTS LIGHT FIXTURESGREAT RM14' CLGARCH ARCH ARCH ARCH FP3 CAR GARAGEFINISHEDHEATATTICACCESSLINNO A.S.12 SQ.FT.BED 4WICUP 9'FT6X8 BEAMS 6X8 BEAMS 6X8 BEAMSBATHHALLARCHWIC ARCH ARCHBED 3NO A.S.48 SQ.FT.ARCHHALLARCH ARCH ARCH ATTIC ACCESSHALL WICBATHNO A.S.21 SQ.FT.VANNO A.S.18SQ.FT.WINEUP 2'FTDINING14'CLGFPZONEHEATPATIOPATIOARCHUP 6'FTUP 3'FTZONELIVING16'6 CLG(OPT BED 5)CLHALLJR M.SUITENO A.S.12SQ.FT.CLKITCHEN13'CLGARCHHEATPANUP 4'FTARCH ARCH FPFPCABHALLATTIC ACCESS = REPRESENTS FANARCHAAUP 7'FTUP 7'FTUP 2'FTEL=18'11EL=18'10EL=15'9EL=15'8EL=15'7EL=15'6MECHNO A.S.37 SQ.FT.NO A.S.30 SQ.FT.THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS AND/OR METHODS OF INSTALLATION CONTAINED IN THIS SET OF DRAWINGS IS THE SOLE PROPERTY OF SYMONS FIRE PROTECTION, INC., AND THAT ANY USE OF THIS SET OF DRAWINGS IS PROHIBITED AND IS A VIOLATION OF COPYRIGHT LAWS WITHOUT FIRST RECEIVING PERMISSION FROM SYMONS FIRE PROTECTION, INC.DRAWN BY :SCALE :DATE :JOB NO.SHEET NO.19-0216FP3 OF FP3-11-3-2020AS NOTEDJOBANNY ECHEVERRIAPROJECT: ANDALUSIA - LOT #53101 81537 RONDA LA QUINTA, CA 92253 CONTRACT WITH: T.D. DESERT DEVELOPMENT 81-570 CARONERAS LA QUINTA, CA 92253 DRAWING TITLE FIRE SPRINKLER PLANS MARK DATE BYDESCRIPTION AUTHORITY HAVING JURISDICTION PHONE REVISIONS LA QUINTA FIRE DEPARTMENT (760) 777-7125 121 5 5 PA INE P L AC E * PO W AY, C A 9 2064 * (6 19) 588-6364 * FAX (619) 588-6805 * www.symonsfp.com * CA LIC. #682025 *11 SYMONS FIRE PROTECTION, INC. 12155 PAINE PL POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA LO#53101 REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 19-0216 DATE: 11-4-20 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/256 sq. ft. AREA OF APPLICATION: 450 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 24.2 gpm TOTAL WATER REQUIRED (including hose): 29.2 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 5 BOR): 24.2 gpm @ 24.3 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 4.3 DESIGN/LAYOUT BY: JOBANNY ECHEVERRIA AUTHORITY HAVING JURISDICTION: LA QUINTA FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 96.3 psi RESIDUAL: 66.7 psi FLOW: 29.5 gpm WATER DEPARTMENT: COACHELLA VALLEY WATER CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/3/2020 S:\JJ\HASS\19-0216-LOT53101.SDF JOB TITLE: ANDALUCIA (PLAN 26) - 2 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 96.3 66.7 29.5 67.3 29.2 53.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 29.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 24.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 53.2 29.2 2 3.0 - - - - 45.4 - - - 3 3.0 - - - - 32.4 - - - 4 5.0 - - - - 30.7 - - - 5 9.0 HOSE STREAM 24.3 5.0 6 15.0 - - - - 20.4 - - - 7 15.0 - - - - 16.3 - - - 8 15.0 - - - - 12.5 - - - 9 15.0 - - - - 13.1 - - - 10 15.0 - - - - 8.4 - - - 11 15.0 K= 4.30 8.0 12.2 12 15.0 K= 4.30 7.8 12.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/3/2020 S:\JJ\HASS\19-0216-LOT53101.SDF JOB TITLE: ANDALUCIA (PLAN 26) - 2 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 29.2 0.995 PL 20.00 PF 6.5 1 0.0 SRCE 53.2 (N/A) 12.0 150 FTG TG PE -1.3 2 3.0 0.0 45.4 0.0 0.224 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 45.4 0.0 13.0 psi, 29.2 gpm 3 3.0 0.0 32.4 0.0 Pipe: 3 29.2 2.003 PL 120.00 PF 0.9 3 3.0 0.0 32.4 0.0 3.0 150 FTG 2.0 PE -0.9 4 5.0 0.0 30.7 0.0 0.007 TL 122.00 PV Pipe: 4 29.2 1.025 PL 5.00 PF 4.6 4 5.0 0.0 30.7 0.0 11.3 150 FTG 19.0 PE -1.7 5 9.0 H.S. 24.3 5.0 0.194 TL 24.00 PV Pipe: 5 24.2 1.101 PL 6.00 PF 1.3 5 9.0 H.S. 24.3 5.0 8.1 150 FTG 7.0 PE -2.6 6 15.0 0.0 20.4 0.0 0.096 TL 13.00 PV Pipe: 6 24.2 1.101 PL 20.00 PF 4.1 6 15.0 0.0 20.4 0.0 8.1 150 FTG 23.0 PE 0.0 7 15.0 0.0 16.3 0.0 0.096 TL 43.00 PV Pipe: 7 12.4 1.101 PL 83.00 PF 3.8 7 15.0 0.0 16.3 0.0 4.2 150 FTG 52.0 PE 0.0 8 15.0 0.0 12.5 0.0 0.028 TL 135.00 PV Pipe: 8 11.8 1.101 PL 81.00 PF 3.1 7 15.0 0.0 16.3 0.0 4.0 150 FTG 42.0 PE 0.0 9 15.0 0.0 13.1 0.0 0.026 TL 123.00 PV Pipe: 9 12.4 1.101 PL 94.00 PF 4.1 8 15.0 0.0 12.5 0.0 4.2 150 FTG 52.0 PE 0.0 10 15.0 0.0 8.4 0.0 0.028 TL 146.00 PV Pipe: 10 11.8 1.101 PL 106.00 PF 4.7 9 15.0 0.0 13.1 0.0 4.0 150 FTG 78.0 PE 0.0 10 15.0 0.0 8.4 0.0 0.026 TL 184.00 PV Pipe: 11 12.2 1.101 PL 3.00 PF 0.4 10 15.0 0.0 8.4 0.0 4.1 150 FTG 13.0 PE 0.0 11 15.0 4.3 8.0 12.2 0.027 TL 16.00 PV Pipe: 12 12.0 1.101 PL 11.00 PF 0.6 10 15.0 0.0 8.4 0.0 4.0 150 FTG 13.0 PE 0.0 12 15.0 4.3 7.8 12.0 0.026 TL 24.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/3/2020 S:\JJ\HASS\19-0216-LOT53101.SDF JOB TITLE: ANDALUCIA (PLAN 26) - 2 HEAD CALC NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2019) under license no. 64620741 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.012 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.0 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 61.35 psi with a flow of 32.27 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F F45Ell 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 2.53 6.33 1.27 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/3/2020 S:\JJ\HASS\19-0216-LOT53101.SDF JOB TITLE: ANDALUCIA (PLAN 26) - 2 HEAD CALC PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/3/2020 S:\JJ\HASS\19-0216-LOT53101.SDF JOB TITLE: ANDALUCIA (PLAN 26) - 2 HEAD CALC WATER SUPPLY ANALYSIS Static: 96.30 psi Resid: 66.70 psi Flow: 29.5 gpm -14.7 0.0 20.0 40.0 60.0 80.0 100.0 120.0 20 30 40 50 60 70 80 90 100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A 1 2 B LEGEND 1 Available pressure 67.34 psi @ 29.2 gpm 2 Required pressure 53.22 psi @ 29.2 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/3/2020 S:\JJ\HASS\19-0216-LOT53101.SDF JOB TITLE: ANDALUCIA (PLAN 26) - 2 HEAD CALC WATER SUPPLY CURVE 108+ | | | 99+ * \ \ 90\ \ \ \ 81\ \ \ \ P 72\ R \ E 0 <-66.7 psi @ 30 gpm S | Flow Test Point S 63+ U | R | E | 54X ( | P | S | I 45+ ) | | | 36+ | | | 27+ | | |============================== 18+ LEGEND " | " | X = Required Water Supply " | 53.22 psi @ 29.2 gpm " 9+ " | 0 = Available Water Supply " | 67.34 psi @ 29.2 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) Bucket Test Procedure – by FSS Kohl Hetrick Contractor to provide (2) 30G+ bins pre-marked at preferably 1gal intervals. Bins are placed at each of the design area fire sprinklers. These head locations are provided with an adapter extending down from the ceiling level and provided with a 1/4 turn .5-inch ball valve. The piping for this adapter shall not be greater than the pipe serving that particular head (i.e. 3/4”). An additional 5gal bucket is provided for measuring domestic demand at spigot nearest fire riser. Inspector will be at riser and domestic spigot with contractor, stopwatch ready. Helper(s) will be at the 2 design heads. Through communication on phone or radio, signal “All Start.” Everyone turns on their valves and stopwatch is started. Once the 5gal bucket at Dom spigot is at reasonable max fill, signal “All Stop”. Everyone closes valves and stopwatch is stopped. Inspect the volumes acquired in the 2 bins at the sprinkler heads. Starting with the one with the least volume, take the amount in gallons and divide by the number of seconds observed on the stopwatch. This will give you the gallons per second. Now multiply that number by 60 to establish the gallons per minute for that single head. Q = (V/T)60 Where: Q is the flow in gallons per minute (gpm) at a single head discharge point. V is the volume in gallons (approximate) observed discharged from the single head discharge point T is the time in seconds (including fraction) it took to fill the 5-gallon container at the domestic spigot valve. *This may be less than or greater than 60 seconds. Example: 6 gallons observed at one of the design head discharges in 25 seconds 6/25= .24 gallons per second .24x60= 14.4 gallons per minute For the common K4.9 factor head doing a maximum 16x16 spacing, a minimum 13gpm needs to be provided to the most remote/demanding head(s). This bucket test flow was satisfactory. Both heads flowed the minimum gpm and you confirmed the minimum 5gpm domestic demand. PERMIT: _____________________ Address: ________________________________________________ Static Pressure: _____________ *after blead-off **For documentation only. Residual Pressure: _____________ *while flowing design heads and domestic simultaneously **For documentation only. Time (T): ___________ seconds Volume 1(V1): ____________ gallons Volume 2(V2): ____________ gallons Head 1 = (Q) __________ = ((V1) _______ / (T) ________) x 60 Pass ☐ Fail ☐ [Required flow: _______ gpm] Head 2 = (Q) __________ = ((V2) _______ / (T) ________) x 60 Pass ☐ Fail ☐ [Required flow: _______ gpm] *Head 3 = (Q) __________ = ((V3) _______ / (T) ________) x 60 Pass ☐ Fail ☐ [Required flow: _______ gpm] *Optional – for 3-head calculation situations. Will require a 3rd 30-Gallon bucket. January 3, 2022 Re: FSS2021-0029 – Lot 101 To whom it may concern: We are requesting an extension for the permit mentioned above. Per the general contractor schedule fell behind due to covid restrictions. We are now moving forward with final fire sprinkler inspections. Respectfully, Angela Zumaya Design Coordinator Symons Fire Protection 9475 Chesapeake Drive San Diego, CA 92123 Phone: 619-588-6364 12155 Paine Place Poway, CA 92064 (619) 588-6364 Fax (619) 588-6805 CA Lic. #682025 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org February 16, 2021 Symons Fire Protection 12155 Paine Place Poway, CA 92064 Re: Residential Fire Sprinkler Plan Review – ANDALUSIA – LOT 101 (MODIFIED) FSS2021-0029 / 81537 RONDA, LA QUINTA, CA 92253 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 81537 RONDA PERMIT#: FSS2021-0029 DATE ISSUED: 2/16/2021 DESCRIPTION: ANDALUSIA – LOT 101 (MODIFIED) CONTRACTOR: SYMONS FIRE PROTECTION HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre-pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final E F Thrust block pre-pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final E F Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors’ test Hood/duct extinguishing High pile storage High pile rack storage In-rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough-wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE** 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections call: (760) 777-7131. B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY.