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FSS2021-0010
ADDITIONAL SITES CHRONOLOGY CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES READY TO ISSUE CHECKLIST ARMANDO MAGALLON 1/14/2021 PENDING BUSINESS LICENSE IS REQUIRED PRIOR TO ISSUANCE CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JOSE DELGADO 9/15/2021 9/15/21 Contractor called to cancel inspection scheduled for 9/16 at 8 am. Inspection not ready. NOTE JOSE DELGADO 10/15/2021 10/15/2021 CONTRACTOR CALLED FOR FINAL INSPECTION. PERMIT EXPIRED ON 10/3/21. NOTIFIED CONTRACTOR TO UPLOAD AN EXTENSION LETTER AND TO PAY THE EXTENSION FEE. PER KOHL, OK TO EXTEND. EXTENSION LETTER UPLOADED AND FEE PAID CONDITIONS Description: DOAN / FIRE SPRINKLER SYSTEM / BRES2020-0095 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 1/13/2021 ECON Parcel No: 767670002 Site Address: 52460 ROSS AVE LA QUINTA,CA 92253 Approved: 1/27/2021 KHET Subdivision: TR 33076-1 Block: Lot: 2 Issued: 1/28/2021 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 10/21/2021 KHET Valuation: $5,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Monday, February 27, 2023 12:08:46 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0010 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT CALIFORNIA FIRE PROTECTION & BACKFLOW IN 647 CAMINO DE LOS MARES SAN CLEMENTE CA 92673 (949)770-5371 Andy@CAfireprotectio n.com CONTRACTOR CALIFORNIA FIRE PROTECTION & BACKFLOW IN 647 CAMINO DE LOS MARES SAN CLEMENTE CA 92673 (949)770-5371 stacee@CAfireprotecti on.com OWNER Richard Doan PO Box 8011 Rancho Santa Fe CA 92067 (949)770-5371 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $242.00 $242.00 1/28/21 WEB7269 07603G CREDIT CALIFORNIA FIRE PROTECTION & BACKFLOW INC. ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $242.00 $242.00 1/28/21 WEB7269 07603G CREDIT CALIFORNIA FIRE PROTECTION & BACKFLOW INC. ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $83.00 $83.00 10/15/21 WEB9612 632989142 75 CREDIT 1016781 ECON Total Paid for FIRE FEES: $567.00 $567.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 1/28/21 WEB7269 07603G CREDIT CALIFORNIA FIRE PROTECTION & BACKFLOW INC. ECON Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 1/28/21 WEB7269 07603G CREDIT CALIFORNIA FIRE PROTECTION & BACKFLOW INC. ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$582.00 $582.00 Printed: Monday, February 27, 2023 12:08:46 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0010 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/13/2021 EtrakitContractor 1ST SUBMITTAL - CALCS AREA 1 Design Area 1.pdf 1 DOC 1/13/2021 EtrakitContractor 1ST SUBMITTAL - CALCS AREA 2 Design Area 2.pdf 1 DOC 1/13/2021 EtrakitContractor 1ST SUBMITTAL - CALCS AREA 3 Design Area 3.pdf 1 DOC 1/13/2021 EtrakitContractor 1ST SUBMITTAL - PLAN SET WITH CVWD LETTER 52460 Ross Ave. - Submittals 1.12.21.pdf 1 BOND INFORMATION DATE DATE OVERHEAD HYRO KHET 4/6/2021 4/6/2021 APPROVED OVERHEAD ROUGH PIPING KHET 4/6/2021 4/6/2021 APPROVED AS-BUILT REQD PRIOR TO FINAL AS-BUILTS REFLECTING THE CHANGES TO THE BUILDING PLANS AND THE HEAD/PIPING LAYOUT IS REQUIRED PRIOR TO FINAL INSPECTION. (RECALC/REVISION IS NOT REQUIRED FOR REVIEW) **SEE INSPECTION NOTES IN ATTACHMENTS FIRE FINAL**KHET 10/21/2021 10/21/2021 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE (2 WK)KOHL HETRICK 1/13/2021 1/28/2021 1/27/2021 APPROVED SEE ATTACHMENTS 1ST PERMIT TECH (1 DAY) ARMANDO MAGALLON 1/13/2021 1/14/2021 1/14/2021 COMPLETE I SENT THE APPLICANT AN EMAIL LETTING THEM KNOW BUSINESS LICENSE RENEWAL WOULD BE NEEDED BEFORE ISSUANCE. PARENT PROJECTS Printed: Monday, February 27, 2023 12:08:46 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0010 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/13/2021 EtrakitContractor 1ST SUBMITTAL - 511 CUTSHEET 511.pdf 1 DOC 1/13/2021 EtrakitContractor 1ST SUBMITTAL - HANGER CUTSHEET AFCON 510.pdf 1 DOC 1/13/2021 EtrakitContractor 1ST SUBMITTAL - STEEL/COPPER HANGER CUT SHEET AFCON 513.pdf 1 DOC 1/13/2021 EtrakitContractor 1ST SUBMITTAL - OFFSET HANGER CUT SHEET AFCON 514.pdf 1 DOC 1/13/2021 EtrakitContractor 1ST SUBMITTAL - DOUBLE HANGER CUT SHEET AFCON 515.pdf 1 DOC 1/13/2021 EtrakitContractor 1ST SUBMITTAL - BLAZEMASTER SPRINKLER CUTSHEET Blazmaster Submittal sheets.pdf 1 DOC 1/13/2021 EtrakitContractor 1ST SUBMITTAL - SPRINKLER CUT SHEET 1ST SUBMITTAL - SPRINKLER CUTSHEET.pdf 1 DOC 4/16/2021 EtrakitContractor 52460 Ross Ave. - ABs Submittals 4.8.21.pdf 1 DOC 10/15/2021 Etrakit Contractor LA Quinta Letter.pdf 1 DOC 1/27/2021 KOHL HETRICK FSS2021-0010 - COA AND JOB CARD.pdf FSS2021-0010 - COA AND JOB CARD.pdf 1 DOC 1/27/2021 KOHL HETRICK FSS2021-0010 - APPROVED PLANS AND CALCS.pdf FSS2021-0010 - APPROVED PLANS AND CALCS.pdf 1 DOC 4/6/2021 KOHL HETRICK 52460 Ross Ave. - INSP NOTES 4-6-2021.pdf 52460 Ross Ave. - INSP NOTES 4-6-2021.pdf 1 Printed: Monday, February 27, 2023 12:08:46 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0010 RISER DETAIL"NTS"SEATNOTE: ALL UNDERGROUND PIPING TO BE INSTALLED BY OTHERS.ALL UNDERGROUND PIPING SHOWN FOR HYDRAULIC REFERENCE ONLY.SITE MAP/PIPING PLAN1016781C-16LICENSE NO.CLASSIFICATIONI LICENSED FIRE PROTECTION CON T R A C TORFSS2021-0010 HEAT SOURCE NOTES NFPA 13DTable 1Maximum Support Spacing DistanceEnd Line Sprinkler Head Drop ElbowTable 2Maximum Support Spacing DistanceInline Sprinkler Head Drop TeeHANGER DETAILSAFCONAFCON2 OBSTRUCTION NOTES NFPA 13D1 OBSTRUCTION NOTES NFPA 13DS A1 SEAT#22418'&$; %#.+(140+#(+4'2416'%6+10#0&$#%-(.19%106#%6+0(11((+%' YYYECHKTGRTQVGEVKQPEQO&1#04'5+&'0%'*175'#4'# 5(#*, %+6;1(.#37+06#1016781C-16LICENSE NO.CLASSIFICATIONC A L I FORNIA FIRE PROTECTIONL ICENSED FIRE PROTECTION CONTRACTORSTATE OF CALIFORNIA (KTG5RTKPMNGT2NCPUÄ%(2 $#U0QVGF&QCP4GUKFGPEG4QUU#XG.C3WKPVC%C%CNKHQTPKC(KTG2TQVGEVKQP $CEMHNQY%COKPQ&G.QU/CTGU5CP%NGOGPVG%C#20ÄÄ0(2#&'&+6+10%105647%6+106;2' 8Ä$1%%72#0%; 47)7'56#4'# 5(.+8+0)#4'# 5()#4#)' 5614 5(#UÄ$WKNVU BEDRM2BATH2BEDRM2BEDRM1MASTERBEDRM3BEDRM4GARAGEstorAPPROVED BY:CALIFORNIAFIRE PROTECTION AND BACKFLOWCONTACT INFOOFFICE :949.770.5371/www.cafireprotection.comDOAN RESIDENCEHOUSE AREA = 9609 SFAHJ:CITY OF LA QUINTA1016781C-16LICENSE NO.CLASSIFICATIONC A L I FORNIA FIRE PROTECTIONL ICENSED FIRE PROTECTION CONTRACTORSTATE OF CALIFORNIA Section Plans21-52460CFP&B"As Noted"4.7.21Doan Residence52460 Ross Ave.La Quinta Ca 92253California Fire Protection & Backflow647 Camino De Los MaresSan Clemente, Ca 92673APN# 779-380-002NFPA 13D 2016 EDITIONCONSTRUCTION TYPE: V-BOCCUPANCY: R3/UGUEST AREA = 2428 SFLIVING AREA = 12037 SFGARAGE & STOR. = 1515 SFAs-Builts14.7.21 California Fire Protection 647 Camino De los Mares San Clemente, Ca 92673 949.770.5371 Job Name : Doan Residence Drawing : Residence Location : 52460 Ross Ave. Remote Area : 1 Contract : 52460 Data File : Design Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection Page 1 Doan Residence Date 1.12.21 HYDRAULIC DESIGN INFORMATION SHEET Name - Doan Residence Date - 1.12.21 Location - 52460 Ross Ave. Building - Residence System No. - 1 Contractor - California Fire Protection & Backflow Contract No. - 52460 Calculated By - California Fire Protection & Backflo Drawing No. - 52460 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Senju Model SS8464 I Elevation at Highest Outlet - Feet Size K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.44 Psi Required 41.436 TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 67.53 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 500 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire ProtectionPage 2 Doan Residence Date 1.12.21 10203040E50R60U70S80S90E100R110P12013014015050 100 150 200 250 300 350 400 450FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 60.777 C2 - Residual Pressure: 18 C2 - Residual Flow : 500 D1 - Elevation : 6.323 D2 - System Flow : 31.442 D2 - System Pressure : 47.165 Hose ( Demand ) : _______D3 - System Demand : 31.442 Safety Margin : 13.356 D1D2Water Supply Curve CComputer Programs by Hydratec Inc. Revision: 50.53.5 California Fire ProtectionPage 3 Doan Residence Date 1.12.21 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 N *CPVC 90'Ell Harvel-Spears 7789111213000000000000 O *CPVC Tee - Branch 33568101215000000000000 R *CPVC Coupling Tee - Run 11111122000000000000 S NFPA 13 Swing Check 0 0 5 7 9 11141619222732455565 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection Page 4 Doan Residence Date 1.12.21 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SRP1 11.1 4.9 7.04 na 13.0 0.05 256 7.039 EQ=1 11.6 7.05 na H1 11.6 K = K @ EQ=1 7.05 na 13.0 1 11.6 7.72 na 2 11.6 12.58 na 3 11.6 14.27 na 4 11.6 16.02 na 5 11.6 24.77 na 6 11.6 28.22 na 7 11.6 30.35 na 8 13.6 29.84 na 9 13.6 31.48 na 10 11.6 32.7 na H2 11.6 K = K @ EQ=1 7.54 na 13.44 TOR 11.6 36.36 na BOR 2.0 41.44 na 5.0 UG1 -3.0 44.4 na METE -3.0 46.79 na TEST -3.0 47.17 na The maximum velocity is 8.91 and it occurs in the pipe between nodes 1 and 2 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection Page 5 Doan Residence Date 1.12.21 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf SRP1 11.100 4.90 13.00 1 N 7.0 0.500 150 7.039 to 0.0 7.000 -0.217 EQ=1 11.600 13.0 1.101 0.0 7.500 0.0307 0.230 Vel = 4.38 0.0 EQ=1 13.00 7.052 K Factor = 4.90 H1 11.600 4.9 13.00 1 N 7.0 9.917 150 7.052 K = K @ EQ=1 to O 5.0 12.000 0.0 1 11.600 13.0 1.101 0.0 21.917 0.0307 0.673 Vel = 4.38 1 11.600 13.44 1 N 7.0 28.583 150 7.725 to 2R 2.0 14.000 0.0 2 11.600 26.44 1.101 O 5.0 42.583 0.1140 4.856 Vel = 8.91 2 11.600 0.0 1 R 1.0 8.833 150 12.581 to O 5.0 6.000 0.0 3 11.600 26.44 1.101 0.0 14.833 0.1141 1.692 Vel = 8.91 3 11.600 0.0 1 N 7.0 3.333 150 14.273 to O 5.0 12.000 0.0 4 11.600 26.44 1.101 0.0 15.333 0.1141 1.749 Vel = 8.91 4 11.600 0.0 1 4R 4.0 53.667 150 16.022 to 2N 14.0 23.000 0.0 5 11.600 26.44 1.101 O 5.0 76.667 0.1141 8.744 Vel = 8.91 5 11.600 0.0 1 R 1.0 22.250 150 24.766 to N 7.0 8.000 0.0 6 11.600 26.44 1.101 0.0 30.250 0.1140 3.450 Vel = 8.91 6 11.600 0.0 1.25 7R 7.0 43.917 150 28.216 to N 8.0 15.000 0.0 7 11.600 26.44 1.394 0.0 58.917 0.0362 2.130 Vel = 5.56 7 11.600 0.0 1.25 N 8.0 2.000 150 30.346 to 0.0 8.000 -0.866 8 13.600 26.44 1.394 0.0 10.000 0.0361 0.361 Vel = 5.56 8 13.600 0.0 1.25 2R 2.0 21.250 150 29.841 to O 6.0 24.000 0.0 9 13.600 26.44 1.394 2N 16.0 45.250 0.0362 1.636 Vel = 5.56 9 13.600 0.0 1.25 N 8.0 2.000 150 31.477 to 0.0 8.000 0.866 10 11.600 26.44 1.394 0.0 10.000 0.0361 0.361 Vel = 5.56 10 11.600 0.0 1.25 10R 10.0 83.083 150 32.704 to N 8.0 18.000 0.0 TOR 11.600 26.44 1.394 0.0 101.083 0.0361 3.654 Vel = 5.56 0.0 TOR 26.44 36.358 K Factor = 4.38 H2 11.600 4.9 13.44 1 O 5.0 0.667 150 7.540 K = K @ EQ=1 to 0.0 5.000 0.0 1 11.600 13.44 1.101 0.0 5.667 0.0326 0.185 Vel = 4.53 0.0 1 13.44 7.725 K Factor = 4.84 TOR 11.600 26.44 1.25 S 11.11 9.600 150 36.358 to E 4.762 15.871 4.158 BOR 2 26.44 1.394 0.0 25.471 0.0361 0.920 Vel = 5.56 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection Page 6 Doan Residence Date 1.12.21 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf BOR 2 + 5.00 5.00 1.25 2E 5.935 4.000 150 41.436 to 0.0 5.935 2.166 UG1 -3 31.44 1.265 0.0 9.935 0.0799 0.794 Vel = 8.03 UG1 -3 0.0 2 E 7.555 47.000 150 44.396 to 0.0 7.555 2.000 * * Fixed Loss = 2 METE -3 31.44 2.067 0.0 54.555 0.0073 0.399 Vel = 3.01 METE -3 0.0 2 0.0 39.000 150 46.795 to 0.0 0.0 0.0 TEST -3 31.44 1.959 0.0 39.000 0.0095 0.370 Vel = 3.35 0.0 TEST 31.44 47.165 K Factor = 4.58 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection 647 Camino De los Mares San Clemente, Ca 92673 949.770.5371 Job Name : Doan Residence Drawing : Residence Location : 52460 Ross Ave. Remote Area : 2 Contract : 52460 Data File : Design Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection Page 1 Doan Residence Date 1.12.21 HYDRAULIC DESIGN INFORMATION SHEET Name - Doan Residence Date - 1.12.21 Location - 52460 Ross Ave. Building - Residence System No. - 2 Contractor - California Fire Protection & Backflow Contract No. - 52460 Calculated By - California Fire Protection & Backflo Drawing No. - 52460 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 21 Gpm System Type Listed Pres. at Start Point - 18.4 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Senju Model SS8464 I Elevation at Highest Outlet - Feet Size K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 21.02 Psi Required 42.018 TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 67.53 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 500 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire ProtectionPage 2 Doan Residence Date 1.12.21 10203040E50R60U70S80S90E100R110P12013014015050 100 150 200 250 300 350 400 450FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 60.777 C2 - Residual Pressure: 18 C2 - Residual Flow : 500 D1 - Elevation : 6.323 D2 - System Flow : 26.019 D2 - System Pressure : 47.284 Hose ( Demand ) : _______D3 - System Demand : 26.019 Safety Margin : 13.312 D1D2Water Supply Curve CComputer Programs by Hydratec Inc. Revision: 50.53.5 California Fire ProtectionPage 3 Doan Residence Date 1.12.21 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 N *CPVC 90'Ell Harvel-Spears 7789111213000000000000 O *CPVC Tee - Branch 33568101215000000000000 R *CPVC Coupling Tee - Run 11111122000000000000 S NFPA 13 Swing Check 0 0 5 7 9 11141619222732455565 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection Page 4 Doan Residence Date 1.12.21 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SRP1 11.1 4.9 18.4 na 21.02 0.05 400 18.4 EQ=1 11.6 18.74 na H3 11.6 K = K @ EQ=1 18.74 na 21.02 3 11.6 22.81 na 4 11.6 23.96 na 5 11.6 29.68 na 6 11.6 31.93 na 7 11.6 33.33 na 8 13.6 32.7 na 9 13.6 33.77 na 10 11.6 34.87 na TOR 11.6 37.26 na BOR 2.0 42.02 na 5.0 UG1 -3.0 44.74 na METE -3.0 47.02 na TEST -3.0 47.28 na The maximum velocity is 7.08 and it occurs in the pipe between nodes SRP1 and EQ=1 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection Page 5 Doan Residence Date 1.12.21 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf SRP1 11.100 4.90 21.02 1 N 7.0 0.500 150 18.400 to 0.0 7.000 -0.217 EQ=1 11.600 21.02 1.101 0.0 7.500 0.0747 0.560 Vel = 7.08 0.0 EQ=1 21.02 18.743 K Factor = 4.86 H3 11.600 4.85 21.02 1 N 7.0 33.583 150 18.743 K = K @ EQ=1 to 4R 4.0 21.000 0.0 3 11.600 21.02 1.101 2O 10.0 54.583 0.0746 4.071 Vel = 7.08 3 11.600 0.0 1 N 7.0 3.333 150 22.814 to O 5.0 12.000 0.0 4 11.600 21.02 1.101 0.0 15.333 0.0746 1.144 Vel = 7.08 4 11.600 0.0 1 4R 4.0 53.667 150 23.958 to 2N 14.0 23.000 0.0 5 11.600 21.02 1.101 O 5.0 76.667 0.0746 5.719 Vel = 7.08 5 11.600 0.0 1 R 1.0 22.250 150 29.677 to N 7.0 8.000 0.0 6 11.600 21.02 1.101 0.0 30.250 0.0746 2.256 Vel = 7.08 6 11.600 0.0 1.25 7R 7.0 43.917 150 31.933 to N 8.0 15.000 0.0 7 11.600 21.02 1.394 0.0 58.917 0.0236 1.393 Vel = 4.42 7 11.600 0.0 1.25 N 8.0 2.000 150 33.326 to 0.0 8.000 -0.866 8 13.600 21.02 1.394 0.0 10.000 0.0236 0.236 Vel = 4.42 8 13.600 0.0 1.25 2R 2.0 21.250 150 32.696 to O 6.0 24.000 0.0 9 13.600 21.02 1.394 2N 16.0 45.250 0.0236 1.070 Vel = 4.42 9 13.600 0.0 1.25 N 8.0 2.000 150 33.766 to 0.0 8.000 0.866 10 11.600 21.02 1.394 0.0 10.000 0.0236 0.236 Vel = 4.42 10 11.600 0.0 1.25 10R 10.0 83.083 150 34.868 to N 8.0 18.000 0.0 TOR 11.600 21.02 1.394 0.0 101.083 0.0236 2.390 Vel = 4.42 0.0 TOR 21.02 37.258 K Factor = 3.44 TOR 11.600 21.02 1.25 S 11.11 9.600 150 37.258 to E 4.762 15.871 4.158 BOR 2 21.02 1.394 0.0 25.471 0.0236 0.602 Vel = 4.42 BOR 2 + 5.00 5.00 1.25 2E 5.935 4.000 150 42.018 to 0.0 5.935 2.166 UG1 -3 26.02 1.265 0.0 9.935 0.0562 0.558 Vel = 6.64 UG1 -3 0.0 2 E 7.555 47.000 150 44.742 to 0.0 7.555 2.000 * * Fixed Loss = 2 METE -3 26.02 2.067 0.0 54.555 0.0052 0.281 Vel = 2.49 METE -3 0.0 2 0.0 39.000 150 47.023 to 0.0 0.0 0.0 TEST -3 26.02 1.959 0.0 39.000 0.0067 0.261 Vel = 2.77 0.0 TEST 26.02 47.284 K Factor = 3.78 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection Page 6 Doan Residence Date 1.12.21 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection 647 Camino De los Mares San Clemente, Ca 92673 949.770.5371 Job Name : Doan Residence Drawing : Residence Location : 52460 Ross Ave. Remote Area : 3 Contract : 52460 Data File : Design Area 3.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection Page 1 Doan Residence Date 1.12.21 HYDRAULIC DESIGN INFORMATION SHEET Name - Doan Residence Date - 1.12.21 Location - 52460 Ross Ave. Building - Residence System No. - 3 Contractor - California Fire Protection & Backflow Contract No. - 52460 Calculated By - California Fire Protection & Backflo Drawing No. - 52460 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Senju Model SS8464 I Elevation at Highest Outlet - Feet Size K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.53 Psi Required 33.459 TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 67.53 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 500 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire ProtectionPage 2 Doan Residence Date 1.12.21 10203040E50R60U70S80S90E100R110P12013014015050 100 150 200 250 300 350 400 450FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 60.777 C2 - Residual Pressure: 18 C2 - Residual Flow : 500 D1 - Elevation : 7.189 D2 - System Flow : 31.527 D2 - System Pressure : 39.196 Hose ( Demand ) : _______D3 - System Demand : 31.527 Safety Margin : 21.324 D1D2Water Supply Curve CComputer Programs by Hydratec Inc. Revision: 50.53.5 California Fire ProtectionPage 3 Doan Residence Date 1.12.21 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 N *CPVC 90'Ell Harvel-Spears 7789111213000000000000 O *CPVC Tee - Branch 33568101215000000000000 R *CPVC Coupling Tee - Run 11111122000000000000 S NFPA 13 Swing Check 0 0 5 7 9 11141619222732455565 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection Page 4 Doan Residence Date 1.12.21 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SRP1 13.1 4.9 7.04 na 13.0 0.05 256 7.039 EQ=1 13.6 7.05 na SRP2 13.1 4.9 7.04 na 13.0 0.05 256 7.039 EQ=2 13.6 6.99 na H4 13.6 K = K @ EQ=1 7.05 na 13.0 H5 13.6 K = K @ EQ=2 7.57 na 13.53 101 13.6 13.16 na 102 13.6 14.06 na 103 11.6 15.96 na 5 11.6 16.71 na 6 11.6 20.19 na 7 11.6 22.33 na 8 13.6 21.82 na 9 13.6 23.47 na 10 11.6 24.7 na TOR 11.6 28.38 na BOR 2.0 33.46 na 5.0 UG1 -3.0 36.42 na METE -3.0 38.82 na TEST -3.0 39.2 na The maximum velocity is 8.94 and it occurs in the pipe between nodes H5 and 101 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection Page 5 Doan Residence Date 1.12.21 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf SRP1 13.100 4.90 13.00 1 N 7.0 0.500 150 7.039 to 0.0 7.000 -0.217 EQ=1 13.600 13.0 1.101 0.0 7.500 0.0307 0.230 Vel = 4.38 0.0 EQ=1 13.00 7.052 K Factor = 4.90 SRP2 13.100 4.90 13.00 1 O 5.0 0.500 150 7.039 to 0.0 5.000 -0.217 EQ=2 13.600 13.0 1.101 0.0 5.500 0.0307 0.169 Vel = 4.38 0.0 EQ=2 13.00 6.991 K Factor = 4.92 H4 13.600 4.9 13.00 1 R 1.0 15.833 150 7.052 K = K @ EQ=1 to 0.0 1.000 0.0 H5 13.600 13.0 1.101 0.0 16.833 0.0307 0.517 Vel = 4.38 H5 13.600 4.92 13.53 1 N 7.0 35.750 150 7.569 K = K @ EQ=2 to R 1.0 13.000 0.0 101 13.600 26.53 1.101 O 5.0 48.750 0.1147 5.593 Vel = 8.94 101 13.600 0.0 1 N 7.0 0.833 150 13.162 to 0.0 7.000 0.0 102 13.600 26.53 1.101 0.0 7.833 0.1146 0.898 Vel = 8.94 102 13.600 0.0 1 N 7.0 2.000 150 14.060 to 0.0 7.000 0.866 103 11.600 26.53 1.101 0.0 9.000 0.1148 1.033 Vel = 8.94 103 11.600 0.0 1 O 5.0 1.583 150 15.959 to 0.0 5.000 0.0 5 11.600 26.53 1.101 0.0 6.583 0.1148 0.756 Vel = 8.94 5 11.600 0.0 1 R 1.0 22.250 150 16.715 to N 7.0 8.000 0.0 6 11.600 26.53 1.101 0.0 30.250 0.1147 3.470 Vel = 8.94 6 11.600 0.0 1.25 7R 7.0 43.917 150 20.185 to N 8.0 15.000 0.0 7 11.600 26.53 1.394 0.0 58.917 0.0364 2.142 Vel = 5.58 7 11.600 0.0 1.25 N 8.0 2.000 150 22.327 to 0.0 8.000 -0.866 8 13.600 26.53 1.394 0.0 10.000 0.0364 0.364 Vel = 5.58 8 13.600 0.0 1.25 2R 2.0 21.250 150 21.825 to O 6.0 24.000 0.0 9 13.600 26.53 1.394 2N 16.0 45.250 0.0364 1.645 Vel = 5.58 9 13.600 0.0 1.25 N 8.0 2.000 150 23.470 to 0.0 8.000 0.866 10 11.600 26.53 1.394 0.0 10.000 0.0364 0.364 Vel = 5.58 10 11.600 0.0 1.25 10R 10.0 83.083 150 24.700 to N 8.0 18.000 0.0 TOR 11.600 26.53 1.394 0.0 101.083 0.0364 3.675 Vel = 5.58 0.0 TOR 26.53 28.375 K Factor = 4.98 TOR 11.600 26.53 1.25 S 11.11 9.600 150 28.375 to E 4.762 15.871 4.158 BOR 2 26.53 1.394 0.0 25.471 0.0364 0.926 Vel = 5.58 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5 California Fire Protection Page 6 Doan Residence Date 1.12.21 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf BOR 2 + 5.00 5.00 1.25 2E 5.935 4.000 150 33.459 to 0.0 5.935 2.166 UG1 -3 31.53 1.265 0.0 9.935 0.0803 0.798 Vel = 8.05 UG1 -3 0.0 2 E 7.555 47.000 150 36.423 to 0.0 7.555 2.000 * * Fixed Loss = 2 METE -3 31.53 2.067 0.0 54.555 0.0074 0.401 Vel = 3.01 METE -3 0.0 2 0.0 39.000 150 38.824 to 0.0 0.0 0.0 TEST -3 31.53 1.959 0.0 39.000 0.0095 0.372 Vel = 3.36 0.0 TEST 31.53 39.196 K Factor = 5.04 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5 General Description Tyco®CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are designed exclusively for use in wet pipe automatic fire sprin- kler systems. The Tyco CPVC Pipe and Fittings are produced from Blaze- Master®CPVC compound that is a specially developed thermoplastic compound composed of post chlorin- ated polyvinyl chloride (CPVC) resin and state of the art additives. Tyco CPVC Pipe and Fittings are easier to install than traditional steel pipe sys- tems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to me- tallic piping. All female pipe thread adapters have brass inserts for dura- bility. Grooved adapters connect di- rectly to grooved end valves and me- tallic pipe, with flexible grooved end couplings. NOTICE Tyco®CPVC Pipe and Fittings pro- duced with BlazeMaster ®CPVC com- pound described herein must be in- stalled and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to thestandardsofanyauthoritieshaving jurisdiction. Failure to do so may im- pair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, C-UL, NSF, LPCB, MEA, and the City of Los Angeles. (Refer to In- stallation Handbook IH-1900 dated June 2008 for exact listing/approval information.) Manufacture Source U.S.A. Material •Pipe: ASTM F442, SDR 13.5 •Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange BlazeMaster ® CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet Page 1 of 2 TFP1915JUNE, 2008 Technical Services:Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster®is a registered trademark of The Lubrizol Corporation Installation Tyco®CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are to be installed in accordance with Installation Hand- book IH-1900 dated June 2008. Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stallingcontractor orproductmanufac- turer should be contacted relative to any questions. Automatic sprinkler systemsshouldbe inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. NOTICE Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities andadvisethoseresponsibleformoni- toring proprietary and/or central sta- tion alarms. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which havebeensubjecttomisuse,improper installation,corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP’s sole option. TFBP neither assumes, nor authorizes anypersontoassumeforit, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not beresponsiblefor sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer’s repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect,specialorconsequentialdam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP’s liability exceed an amount equal to the sales price. Theforegoingwarrantyismadeinlieu of any and all other warranties, ex- press or implied, including warranties ofmerchantabilityandfitnessforapar- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Page2of2 TFP1915 © 2008 TYCO FIRE & BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Page：1 of 8 Document No.U085166 Date：Jul/08/2019 SENJU SPRINKLER CO., LTD. Residential Lead Free Flat Concealed Sprinkler, Pendent, Model: RC-RES, K-Factor: 4.9, SIN: SS8464 GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is 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 for 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 residential occupancies and 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/bar1/2) 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 to escape or evacuate in case of a 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 their 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. Page：2 of 8 Document No.U085166 Date：Jul/08/2019 TECHNICAL DATA Approvals: cULus Listed, NSF-61-G Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPM/psi1/2 (70.6 LPM/bar1/2) Temperature Rating: 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 162°F (72°C) Cover Plate 205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 175°F (79°C): White 205°F (96°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (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. Figures 1 and 1-1 FIGURE 1. Model RC-RES K=4.9 FIGURE 1-1. Marking (Color Code) OPERATION 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 reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) FIGURE 2. OPERATION PROCESS （The figure is for illustrative purposes only） Page：3 of 8 Document No.U085166 Date：Jul/08/2019 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 covered by the following instructions, should be submitted to your contracted 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 cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially 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 few as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided for 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, 13D and 13R 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, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 175°F (79°C） 150°F (66°C) 140°F (60°C) 1) Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C) Intermediate 205°F (96°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers 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 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 the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Page：4 of 8 Document No.U085166 Date：Jul/08/2019 Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of temperature rating and the maximum allowable coverage area. 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 following: ・ The flow rates given in TABLE A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. ・ A minimum discharge of 0.1GPM/sq.ft. [4.07LPM/sq.m] over the “design area” comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Ordinary Temperature Rating 162°F (72°C) Intermediate Temperature Rating 175°F (79°C) Intermediate Temperature Rating 205°F (96°C) Maximum Coverage Area(a) Ft. × Ft. (m ×m) Maximum Spacing Ft. (m) Flow(b) GPM (LPM) Pressure(b) PSI (bar) Flow(b) GPM (LPM) Pressure(b) PSI (bar) Flow(b) GPM (LPM) Pressure(b) PSI (bar) Deflector to Ceiling Installation Type Minimum Spacing Ft. (m) 12×12 (3.7×3.7) 12 (3.7) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 14×14 (4.3×4.3) 14 (4.3) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 16×16 (4.9×4.9) 16 (4.9) 13 (49.2) 7.0 (0.48) ― ― 13 (49.2) 7.0 (0.48) 18×18 (5.5×5.5) 18 (5.5) 17 (64.4) 12.0 (0.83) ― ― 17 (64.4) 12.0 (0.83) 20×20 (6.1×6.1) 20 (6.1) 21 (79.5) 18.4 (1.27) ― ― 21 (79.5) 18.4 (1.27) Smooth Ceilings 3/8 to 7/8 Inches. Beamed Ceilings per NFPA 13D, 13R or 13 Installed in beam 3/8 to 7/8 inches below bottom of beam. Concealed 8 (2.4) (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. 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) Page：5 of 8 Document No.U085166 Date：Jul/08/2019 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 the sprinklers that could cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ft·lbs (9.5 to 19.0 N·m) to achieve a 1/2 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. Use only NR-H model wrench socket for installation of RC-RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to 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 rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Installing 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 inches (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 Socket NR-H or Ratchet (3/8” drive) & Socket NR-H Combination (Ref. Figure 4). The teeth 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 a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the “Vertical Adjustment” indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). 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 has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact 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. FIGURE 3. INSTALLATION FIGURE 4. RATCHET & SOCKET Page：6 of 8 Document No.U085166 Date：Jul/08/2019 FIGURE 5. PROTECTIVE CAP REMOVAL FIGURE 6. INSTALLATION (COVER PLATE ASSEMBLY) FIGURE 7. INSTALLATION (CORRECT and INCORRECT) Page：7 of 8 Document No.U085166 Date：Jul/08/2019 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 40°F / 4°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 a 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 parties by this action, and 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/or 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 system to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way 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 because 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 verify 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 of its compliance with this document, 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. Limited Warranty For details of warranty, refer to Sales Contract. Page：8 of 8 Document No.U085166 Date：Jul/08/2019 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C) or 205°F (96°C)) Cover Plate Assembly 2-5/8 inch (φ68mm) or 3-1/4 inch (φ83mm) or 2-5/8 inch square (□68mm), 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 Copper Wood Grain Custom Color Custom Pattern 2-5/8" Round, 140°F ○ ○ - - - - - - ○ ○ 3-1/4" Round, 140°F ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ 2-5/8" Square, 140°F ○ - - - - - - - ○ ○ 2-5/8" Round, 162°F ○ - - - - - - - ○ ○ 3-1/4" Round, 162°F ○ - - - - - - - ○ ○ Tools for Installation of Model RC-RES ・Socket NR-H For use with a 3/8” drive ratchet (not included) ・Socket NR-H Plastic For use with a 1/2” drive ratchet (not included) ・Cap Remover RC Andrew Weise CEO CALIFORNIA FIRE PROTECTION & BACKFLOW, INC. 647 CAMINO DE LOS MARES SUITE 108 SAN CLEMENTE, CA 92673 TEL. 949.770.5371 WWW.CAFIREPROTECTION.COM LIC NO. C-16 1016781 October 15, 2021 To whom it may concern, Permit number FSS2021-0010 for 52460 Ross Ave., is just now ready for final inspection. The project has taken longer than expected. Sincerely, 510 CPVC - STEEL- COPPER HANGER SIZE MATERIAL FINISH FUNCTION INSTALLATION FASTENERS WOOD #905 STEEL FEATURES #905 ORDERING - 3/4 thru 3" pipe. - Carbon Steel. - Mil. Galvanized. - -P on top, bottom or side of building element. Space by pipe type. - in : 3/4" - 3" CPVC pipe - 3/4" - 2" Copper pipe - screw - 3/4" - " Steel pipe - 1/4 x11/2 lag screw - no pre-drill. in 3/4" - 3" CPVC pipe - 3/4" - " Copper pipe - 3/4" - 2" Steel pipe - 1/4" or #14 Tek Screw. * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required screw has 5/16" hex head - included. - Part # and pipe size. AFCON " To support horizontal piping - CPVC, Copper or Steel. Hanger in listed mounting positions - Top, Bottom or Side. Also, provides stability on vertical piping. er NFPA13, 13R, 13D and CPVC manufacturers instructions, mount screw - no pre-drill. no pre-drill. 2"" min. 18 GA. 1/4" or #14 Tek Screw. 2 1/4" or #14 Tek Screw. LISTING/APPROVAL- 203 - EX 4231, EX 2551 #905 - UL Listed per NFPA13 Hanger Stabilize -Only *CANALSO BE USED TO REPLACE - #500 Pipe Strap #520 Tin Strap Specific products are exclusively designed to be compatible with other products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. the following warranty restriction will apply. - will warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by . shall be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non- products have been, or are used. AFCON AFCON AFCON AFCON AFCON AFCON ONLY Be advised DISCLAIMER NOT NOT 9/11 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org CAD C 3/4 1 11/4 11/2 2 21/2 3 510 SIZE 2.125 2.312 3.170 3.400 4.010 4.320 5.320 L Fastener Dim. CL- CAD 511 CPVC - COPPER HANGERSIDE MOUNT SIZE SYSTEM PIPE: MATERIAL FINISH FUNCTION INSTALLATION , WOOD #905 STEEL FEATURES #905 ORDERING - 3/4" thru 2" - Carbon Steel. - Mil. Galvanized. - Support horizontal piping - CPVC or Copper. Stabilize vertical piping. - including NFPA13, 13R 13D and CPVC manufacturers instructions. Install on vertical mounting surface. in : CPVC pipe - Copper pipe - screw - no pre-drill. in CPVC pipe - Copper pipe - 1/4 or #14 Tek Screw. * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required screw included - 5/16" hex head. - Part # and pipe size. ” AFCON LISTING/APPROVAL- 203 - EX 4231, EX 2551 Per these instructions FASTENERS #905 - - UL Listed per NFPA13. 3/4" - 2" screw - no pre-drill. 3/4" - 2" min. 18 GA. 3/4" - 2" 1/4 or #14 Tek Screw. 3/4" - 2" ” Side View - For Drawings Below Hanger - Metal Stud Hanger - Wood Stud Specific products are exclusively designed to be compatible with other products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. the following warranty restriction will apply. - will warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by . shall be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non- products have been, or are used. AFCON AFCON AFCON AFCON AFCON AFCON ONLY Be advised DISCLAIMER NOT NOT 9/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org CADCADCAD 513 CPVC - STEEL- COPPER HANGER SIZE MATERIAL FINISH FUNCTION INSTALLATION FEATURES #905 ORDERING - 3/4" thru 2" pipe. - Carbon Steel. - Mil. Galvanized. - To support horizontal piping - Tab up = Hanger. - Per NFPA13, 13R and 13D on side or top of beam. Space by pipe type. * Offset edge eliminates abrasion. * Required screw has 5/16" hex head - included. - Part # and pipe size. AFCON LISTING/APPROVAL- 203 - EX 4231, EX 2551 FASTENERS WOOD #905 #905 CPVC, Copper or Steel. - UL Listed per NFPA13. in : 3/4" - 2" CPVC pipe - screw - no pre-drill. 3/4" - 2" Copper pipe - screw - no pre-drill. 3/4" - 2" Steel pipe - 1/4"x1 1/2" lag screw - no pre-drill. SPECIALNOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. Hanger Stabilize -Only Specific products are exclusively designed to be compatible with other products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. the following warranty restriction will apply. - will warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by . shall be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non- products have been, or are used. AFCON AFCON AFCON AFCON AFCON AFCON ONLY Be advised DISCLAIMER NOT NOT 2/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org CAD CADCAD 514 OFFSET CPVC HANGER SIZE MATERIAL FINISH PATENT No. 6,648,278. FUNCTION 3/4 -2 Copper Steel Size 3 INSTALLATION . WOOD - #905 STEEL- FEATURES #905 ORDERING 906 - 3/4" thru 3"pipe. - Carbon Steel. - Mil. Galvanized.. - - Hanger/restrainer for horizontal CPVC, or pipe. Listed hanger in all 3 mounting positions, i.e. vertical surface and both top and bottom of horizontal surface. rovid vertical ateral restraint revents upward movement of pipe that supplies a pendent sprinkler below ceiling. Hanger for horizontal CPVC pipe in two mounting positions, side and bottom. - Per NFPA13, 13R and 13D S Snap over pipe then squeeze strap back allowing pipe to slide freely. CPVC pipe - screw- no pre-drill. Copper pipe - Steel pipe - 1/4 x1 lag screw - 5/8 gypsum board - 1/4 x lag screw min. * 1 1/2 Offset * 3/4 and 1 pipe size a e common center-line. * Patented design for superior strength. * Offset edge eliminates abrasion. * screw has 5/16" hex head - included. - Part # and pipe size. # backing nut sold separately. AFCON AFCON LISTING/APPROVAL- 203 - EX 4231, EX 2551 "" Size 2 ½" " FASTENERS #905 CONCRETE each = /restrainer P es listed /l and p a Hanger for horizontal CPVC pipe. Listed hanger in all 3 mounting positions. i.e. vertical surface and both top and bottom of horizontal surface. i.e. vertical surface and bottom of horizontal surface. Stabilizes vertical piping by providing horizontal restraint. pace by pipe type. Install on wood, concrete or steel - See Drawings. When #905 threads are exposed in wood, install #906 backing nut. - UL Listed per NFPA13 3/4" - 3" 3/4" - 2" screw- no pre-drill. 3/4" - 2" " 1/2" no pre-drill. Thru " " 2" . 18 GA. - 3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Steel pipe - 1/4" or #14 Tek Screw. : Required minimum load fastener " - loose fit allows pipe to slide. " " m d with SPECIALNOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. 5(wt)+250lbs. 2 1.5000 #905 #906 Listed Restraint Listed Restraint Specific products are exclusively designed to be compatible with other products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. the following warranty restriction will apply. - will warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by . shall be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non- products have been, or are used. AFCON AFCON AFCON AFCON AFCON AFCON ONLY Be advised DISCLAIMER NOT NOT 3.00 6/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 3/4 thru 2"" 3/4 thru 2"" CADCAD 515 DOUBLE OFFSET CPVC HANGER SIZE MATERIAL FINISH PATENT - No. 6,702,236 FUNCTION INSTALLATION FASTENERS WOOD #904 FEATURES #904 ORDERING - 3/4" and 1" pipe. - Carbon Steel. - Mil. Galvanized. - Hanger/restrainer for horizontal CPVC pipe. - Per NPFA13, 13R and 13D. - UL Listed per NFPA13. : screw - no pre-drill. * Double 1 1/2" offset - loose fit allows pipe to slide. * Center line matches #514. * * Required screw has 3/8" hex head - included. - Part # and pipe size. AFCON AFCON LISTING/APPROVAL- 203 - EX 4231 3/4" and 1" 3/4" and 1" pipe size have common center-line. * Offset edge eliminates abrasion. SPECIALNOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. Specific products are exclusively designed to be compatible with other products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. the following warranty restriction will apply. - will warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by . shall be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non- products have been, or are used. AFCON AFCON AFCON AFCON AFCON AFCON ONLY Be advised DISCLAIMER NOT NOT 1.00 2/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org CADCADInstallation Pictures OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org January 27, 2021 California Fire Protection & Backflow 647 Camino De Los Mares San Clemente, CA 92673 Re: Residential Fire Sprinkler Plan Review – DOAN RESIDENCE FSS2021-0010 / 52460 ROSS AVE, 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: 52460 ROSS AVE PERMIT#: FSS2021-0010 DATE ISSUED: 1/27/2021 DESCRIPTION: DOAN RESIDENCE CONTRACTOR: CA FIRE PROTECTION & BACKFLOW 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.