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FSS2022-0002
ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JOSE DELGADO 2/2/2023 2/2/2023 CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT EXPIRED AS OF 09/13/22 (6 MOS FROM DATE OF LAST APPROVED INSPECTION). ADDED EXTENSION FEE OF $88 AND EXTENDED PERMIT TO 2/3/23 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST LETTER FROM CONTRACTOR. OK TO EXTEND PER KOHL. FEES HAVE BEEN PAID AND CONTRACTOR PROVIDED EXTENSION REQUEST. EXTENDING PERMIT FOR ANOTHER 6 MONTHS. CONDITIONS Description: NEW SYSTEM: 82 HEADS Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 1/7/2022 ECON Parcel No: 767680031 Site Address: 81292 PEARY PL LA QUINTA,CA 92253 Approved: 2/4/2022 KHET Subdivision: TR 33076-1 Block: Lot: 69 Issued: ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 2/14/2023 KHET Valuation: $8,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Friday, March 10, 2023 8:13:15 AM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0002 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT CALIFORNIA FIRE PROTECTION & BACKFLOW INC. 647 CAMINO DE LOS MARES SAN CLEMENTE CA 92673 (949)770-5371 stacee@CAfireprotecti on.com CONTRACTOR CALIFORNIA FIRE PROTECTION & BACKFLOW INC. 647 CAMINO DE LOS MARES SAN CLEMENTE CA 92673 (949)770-5371 stacee@CAfireprotecti on.com OWNER MICHAEL HALTOM 79454 LIGA LA QUINTA CA 00000 (949)770-5371 FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 2/10/23 WEB14341 812864888 CREDIT 1016781 ECON FIRE PERMIT EXTENSION (ADMIN PROCESSING) 101-0000-42420 0 $88.00 $88.00 2/2/23 WEB14238 808036916 CREDIT 1016781 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $250.00 $250.00 3/14/22 WEB10996 635945606 84 CREDIT 1016781 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 3/14/22 WEB10996 635945606 84 CREDIT 1016781 ECON Total Paid for FIRE FEES: $763.00 $763.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 3/14/22 WEB10996 635945606 84 CREDIT 1016781 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/14/22 WEB10996 635945606 84 CREDIT 1016781 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$779.00 $779.00 Printed: Friday, March 10, 2023 8:13:15 AM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0002 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/7/2022 Etrakit Contractor 1ST SUBMITTAL STANDOFF HANGER Fig 188R.pdf 1 DOC 1/7/2022 Etrakit Contractor 1ST SUBMITTAL SENJU RC-RES-SS8464.pdf 1 DOC 1/7/2022 Etrakit Contractor 1ST SUBMITTAL CVWD Lot 69A CVWD Water Flow.pdf 1 BOND INFORMATION INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING LIN 3/24/2022 3/24/2022 APPROVED OVERHEAD HYRO LIN 3/24/2022 3/24/2022 APPROVED FIRE FINAL**KHET 2/8/2023 2/8/2023 DISAPPROVE D SEE NOTES 2 obstructed heads require adjustment or clearance of the obstruction: 1 in closet obstructed by trim border of the attic access. 1 in hallway obstructed by smoke detector less than 18-inches of clearance. FIRE FINAL**KHET 2/14/2023 2/14/2023 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 1/7/2022 1/24/2022 2/4/2022 APPROVED SEE ATTACHMENTS 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 1/7/2022 1/10/2022 1/10/2022 COMPLETE PARENT PROJECTS Printed: Friday, March 10, 2023 8:13:15 AM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0002 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/7/2022 Etrakit Contractor 1ST SUBMITTAL PLANS 81292 Peary Place - Submittals 1.6.22.pdf 1 DOC 1/7/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC 1 Design Area 1.pdf 1 DOC 1/7/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC 2 Design Area 2.pdf 1 DOC 1/7/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC 3 Design Area 3.pdf 1 DOC 1/7/2022 Etrakit Contractor 1ST SUBMITTAL TYCO Blazmaster Submittal sheets.pdf 1 DOC 1/7/2022 Etrakit Contractor 1ST SUBMITTAL PIPE STRAP Fig 185.pdf 1 DOC 1/7/2022 Etrakit Contractor 1ST SUBMITTAL 2 HOLE STRAP Fig 186.pdf 1 DOC 1/7/2022 Etrakit Contractor 1ST SUBMITTAL STANDOFF STRAP Fig 188.pdf 1 DOC 2/2/2023 Etrakit Contractor Extention Letter .pdf 1 DOC 2/4/2022 KOHL HETRICK FSS2022-0002 - COA AND JOB CARD.pdf FSS2022-0002 - COA AND JOB CARD.pdf 1 DOC 2/4/2022 KOHL HETRICK FSS2022-0002 - APPROVED PLANS AND CALCS.pdf FSS2022-0002 - APPROVED PLANS AND CALCS.pdf 1 Printed: Friday, March 10, 2023 8:13:15 AM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0002 FSS2022-0002 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 13DKIT 2KIT 1LIVINGBATHBATH 2APPROVED BY:CALIFORNIAFIRE PROTECTION AND BACKFLOWCONTACT INFOOFFICE :949.770.5371/www.cafireprotection.comDOAN RESIDENCEHOUSE AREA = 8,366 SF1016781C-16LICENSE NO.CLASSIFICATIONC A L I FORNIA FIRE PROTECTIONL ICENSED FIRE PROTECTION CONTRACTORSTATE OF CALIFORNIA Fire Sprinkler Piping Plan22-81292CFP&B"As Noted"1.5.22Doan Residence81292 Peary PlaceLa Quinta Ca 92253California Fire Protection & Backflow647 Camino De Los MaresSan Clemente, Ca 92673APN# 779490043NFPA 13D 2016 EDITIONCONSTRUCTION TYPE: V-BOCCUPANCY: R3/UGUEST AREA = 1,634 SFLIVING AREA = 1,000 SFGARAGE & STOR. = 1,367 SFAHJ: CITY OF LA QUINTA California Fire Protection 647 Camino De los Mares San Clemente, Ca 92673 949.770.5371 Job Name : Doan Residence Drawing : Residence Location : 81292 Peary Place Remote Area : 1 Contract : 81292 Data File : Design Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire Protection Page 1 Doan Residence Date 1.6.22 HYDRAULIC DESIGN INFORMATION SHEET Name - Doan Residence Date - 1.6.22 Location - 81292 Peary Place Building - Residence System No. - 1 Contractor - California Fire Protection & Backflow Contract No. - 81292 Calculated By - California Fire Protection & Backflo Drawing No. - 81292 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - Res. NFPA 13D 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 26.51 Psi Required 25.470 BOR 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) - 60 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: 50.5520.727 California Fire ProtectionPage 2 Doan Residence Date 1.6.22 10203040E50R60U70S80S90E100R110P12013014015050 100 150 200 250 300 350 400 450FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 54 C2 - Residual Pressure: 18 C2 - Residual Flow : 500 D1 - Elevation : 7.146 D2 - System Flow : 31.51 D2 - System Pressure : 31.554 Hose ( Demand ) : _______D3 - System Demand : 31.51 Safety Margin : 22.230 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire ProtectionPage 3 Doan Residence Date 1.6.22 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 02.02.53.845.76.97.9000000000000 O *CPVC Tee - Branch 04.967.38.412.014.716.4000000000000 R *CPVC Coupling Tee - Run 011.72.62.744.96.1000000000000 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: 50.5520.727 California Fire Protection Page 4 Doan Residence Date 1.6.22 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 54.0 18 500.0 53.784 31.51 31.554 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes SRP1 13.0 4.9 7.04 13.0 0.05 256 EQ=1 13.5 6.91 H1 13.5 4.94 6.91 13.0 K=K @ EQ=1 1 13.5 7.69 2 13.5 10.26 3 13.5 11.48 4 13.5 11.76 5 10.5 13.26 6 10.5 14.44 7 10.5 17.17 H2 13.5 4.94 7.47 13.51 K=K @ EQ=1 1.1 13.5 10.54 1.2 10.5 11.99 1.3 10.5 12.31 1.4 10.5 13.6 1.5 11.5 13.26 1.6 11.5 13.78 1.7 10.5 14.31 1.8 10.5 15.82 TOR 10.5 19.28 BOR 2.0 25.47 5.0 UG1 -3.0 29.74 METE -3.0 31.07 TEST -3.0 31.55 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire Protection Page 5 Doan Residence Date 1.6.22 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 4.90 13.00 1 N 2.5 0.500 150 7.039 to 2.500 -0.217 EQ=1 13.500 13.0 1.101 3.000 0.0307 0.092 Vel = 4.38 0.0 EQ=1 13.00 6.914 K Factor = 4.94 H1 13.500 4.94 13.00 1 N 2.5 16.667 150 6.914 K = K @ EQ=1 to O 6.0 8.500 0.0 1 13.500 13.0 1.101 25.167 0.0307 0.772 Vel = 4.38 1 13.500 13.51 1 R 1.7 14.750 150 7.686 to O 6.0 7.700 0.0 2 13.500 26.51 1.101 22.450 0.1146 2.573 Vel = 8.93 2 13.500 -12.31 1 R 1.7 26.167 150 10.259 to O 6.0 7.700 0.0 3 13.500 14.2 1.101 33.867 0.0361 1.222 Vel = 4.79 3 13.500 0.0 1 N 2.5 5.250 150 11.481 to 2.500 0.0 4 13.500 14.2 1.101 7.750 0.0361 0.280 Vel = 4.79 4 13.500 0.0 1 N 2.5 3.000 150 11.761 to 2.500 1.299 5 10.500 14.2 1.101 5.500 0.0362 0.199 Vel = 4.79 5 10.500 0.0 1 2R 3.4 23.333 150 13.259 to O 6.0 9.400 0.0 6 10.500 14.2 1.101 32.733 0.0361 1.182 Vel = 4.79 6 10.500 0.0 1 6R 10.2 59.417 150 14.441 to O 6.0 16.200 0.0 7 10.500 14.2 1.101 75.617 0.0361 2.729 Vel = 4.79 7 10.500 12.31 1 N 2.5 15.917 150 17.170 to 2.500 0.0 TOR 10.500 26.51 1.101 18.417 0.1146 2.111 Vel = 8.93 0.0 TOR 26.51 19.281 K Factor = 6.04 H2 13.500 4.94 13.51 1 O 6.0 0.667 150 7.467 K = K @ EQ=1 to 6.000 0.0 1 13.500 13.51 1.101 6.667 0.0328 0.219 Vel = 4.55 0.0 1 13.51 7.686 K Factor = 4.87 2 13.500 12.31 1 N 2.5 7.500 150 10.259 to 2.500 0.0 1.1 13.500 12.31 1.101 10.000 0.0277 0.277 Vel = 4.15 1.1 13.500 0.0 1 N 2.5 3.000 150 10.536 to 2.500 1.299 1.2 10.500 12.31 1.101 5.500 0.0278 0.153 Vel = 4.15 1.2 10.500 0.0 1 O 6.0 5.750 150 11.988 to 6.000 0.0 1.3 10.500 12.31 1.101 11.750 0.0277 0.326 Vel = 4.15 1.3 10.500 0.0 1 5R 8.5 35.250 150 12.314 to N 2.5 11.000 0.0 1.4 10.500 12.31 1.101 46.250 0.0277 1.282 Vel = 4.15 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire Protection Page 6 Doan Residence Date 1.6.22 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 1.4 10.500 0.0 1 N 2.5 1.000 150 13.596 to 2.500 -0.433 1.5 11.500 12.31 1.101 3.500 0.0277 0.097 Vel = 4.15 1.5 11.500 0.0 1 2R 3.4 13.000 150 13.260 to N 2.5 5.900 0.0 1.6 11.500 12.31 1.101 18.900 0.0277 0.524 Vel = 4.15 1.6 11.500 0.0 1 N 2.5 1.000 150 13.784 to 2.500 0.433 1.7 10.500 12.31 1.101 3.500 0.0280 0.098 Vel = 4.15 1.7 10.500 0.0 1 5R 8.5 39.667 150 14.315 to O 6.0 14.500 0.0 1.8 10.500 12.31 1.101 54.167 0.0277 1.502 Vel = 4.15 1.8 10.500 0.0 1 2R 3.4 39.417 150 15.817 to O 6.0 9.400 0.0 7 10.500 12.31 1.101 48.817 0.0277 1.353 Vel = 4.15 0.0 7 12.31 17.170 K Factor = 2.97 TOR 10.500 26.51 1 S 9.563 8.500 150 19.281 to E 3.825 13.387 3.681 BOR 2 26.51 1.101 21.887 0.1146 2.508 Vel = 8.93 BOR 2 + 5.00 5.00 1 2E 5.4 4.000 150 25.470 to 5.400 2.166 UG1 -3 31.51 1.025 9.400 0.2235 2.101 Vel = 12.25 UG1 -3 0.0 2 45.083 150 29.737 to 1.000 * * Fixed Loss = 1 METE -3 31.51 2.067 45.083 0.0073 0.331 Vel = 3.01 METE -3 0.0 2 51.000 150 31.068 to 0.0 TEST -3 31.51 1.959 51.000 0.0095 0.486 Vel = 3.35 0.0 TEST 31.51 31.554 K Factor = 5.61 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire Protection 647 Camino De los Mares San Clemente, Ca 92673 949.770.5371 Job Name : Doan Residence Drawing : Residence Location : 81292 Peary Place Remote Area : 2 Contract : 81292 Data File : Design Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire Protection Page 1 Doan Residence Date 1.6.22 HYDRAULIC DESIGN INFORMATION SHEET Name - Doan Residence Date - 1.6.22 Location - 81292 Peary Place Building - Residence System No. - 2 Contractor - California Fire Protection & Backflow Contract No. - 81292 Calculated By - California Fire Protection & Backflo Drawing No. - 81292 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - Res. NFPA 13D 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 36.056 BOR 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) - 60 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: 50.5520.727 California Fire ProtectionPage 2 Doan Residence Date 1.6.22 10203040E50R60U70S80S90E100R110P12013014015050 100 150 200 250 300 350 400 450FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 54 C2 - Residual Pressure: 18 C2 - Residual Flow : 500 D1 - Elevation : 5.847 D2 - System Flow : 26.019 D2 - System Pressure : 41.269 Hose ( Demand ) : _______D3 - System Demand : 26.019 Safety Margin : 12.579 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire ProtectionPage 3 Doan Residence Date 1.6.22 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 02.02.53.845.76.97.9000000000000 O *CPVC Tee - Branch 04.967.38.412.014.716.4000000000000 R *CPVC Coupling Tee - Run 011.72.62.744.96.1000000000000 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: 50.5520.727 California Fire Protection Page 4 Doan Residence Date 1.6.22 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 54.0 18 500.0 53.848 26.02 41.269 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes SRP1 10.0 4.9 18.4 21.02 0.05 400 EQ=1 10.5 18.67 H3 10.5 4.86 18.67 21.02 K=K @ EQ=1 101 10.5 20.0 102 10.5 23.98 2 13.5 26.14 3 13.5 25.81 4 13.5 25.74 5 10.5 26.99 6 10.5 26.67 7 10.5 29.37 1.1 13.5 26.23 1.2 10.5 27.58 1.3 10.5 27.7 1.4 10.5 28.14 1.5 11.5 27.74 1.6 11.5 27.92 1.7 10.5 28.38 1.8 10.5 28.9 TOR 10.5 30.74 BOR 2.0 36.06 5.0 UG1 -3.0 39.7 METE -3.0 40.93 TEST -3.0 41.27 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire Protection Page 5 Doan Residence Date 1.6.22 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 10 4.90 21.02 1 O 6.0 0.500 150 18.400 to 6.000 -0.217 EQ=1 10.500 21.02 1.101 6.500 0.0746 0.485 Vel = 7.08 0.0 EQ=1 21.02 18.668 K Factor = 4.87 H3 10.500 4.86 21.02 1 N 2.5 9.417 150 18.668 K = K @ EQ=1 to O 6.0 8.500 0.0 101 10.500 21.02 1.101 17.917 0.0746 1.337 Vel = 7.08 101 10.500 0.0 1 4R 6.8 40.500 150 20.005 to O 6.0 12.800 0.0 102 10.500 21.02 1.101 53.300 0.0746 3.975 Vel = 7.08 102 10.500 0.0 1 3R 5.1 25.000 150 23.980 to O 6.0 11.100 0.0 6 10.500 21.02 1.101 36.100 0.0746 2.693 Vel = 7.08 0.0 6 21.02 26.673 K Factor = 4.07 2 13.500 -6.92 1 R 1.7 26.167 150 26.136 to O 6.0 7.700 0.0 3 13.500 -6.92 1.101 33.867 -0.0095 -0.323 Vel = 2.33 3 13.500 0.0 1 N 2.5 5.250 150 25.813 to 2.500 0.0 4 13.500 -6.92 1.101 7.750 -0.0095 -0.074 Vel = 2.33 4 13.500 0.0 1 N 2.5 3.000 150 25.739 to 2.500 1.299 5 10.500 -6.92 1.101 5.500 -0.0095 -0.052 Vel = 2.33 5 10.500 0.0 1 2R 3.4 23.333 150 26.986 to O 6.0 9.400 0.0 6 10.500 -6.92 1.101 32.733 -0.0096 -0.313 Vel = 2.33 6 10.500 21.02 1 6R 10.2 59.417 150 26.673 to O 6.0 16.200 0.0 7 10.500 14.1 1.101 75.617 0.0356 2.695 Vel = 4.75 7 10.500 6.92 1 N 2.5 15.917 150 29.368 to 2.500 0.0 TOR 10.500 21.02 1.101 18.417 0.0746 1.374 Vel = 7.08 0.0 TOR 21.02 30.742 K Factor = 3.79 2 13.500 6.92 1 N 2.5 7.500 150 26.136 to 2.500 0.0 1.1 13.500 6.92 1.101 10.000 0.0096 0.096 Vel = 2.33 1.1 13.500 0.0 1 N 2.5 3.000 150 26.232 to 2.500 1.299 1.2 10.500 6.92 1.101 5.500 0.0096 0.053 Vel = 2.33 1.2 10.500 0.0 1 O 6.0 5.750 150 27.584 to 6.000 0.0 1.3 10.500 6.92 1.101 11.750 0.0095 0.112 Vel = 2.33 1.3 10.500 0.0 1 5R 8.5 35.250 150 27.696 to N 2.5 11.000 0.0 1.4 10.500 6.92 1.101 46.250 0.0095 0.441 Vel = 2.33 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire Protection Page 6 Doan Residence Date 1.6.22 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 1.4 10.500 0.0 1 N 2.5 1.000 150 28.137 to 2.500 -0.433 1.5 11.500 6.92 1.101 3.500 0.0097 0.034 Vel = 2.33 1.5 11.500 0.0 1 2R 3.4 13.000 150 27.738 to N 2.5 5.900 0.0 1.6 11.500 6.92 1.101 18.900 0.0095 0.180 Vel = 2.33 1.6 11.500 0.0 1 N 2.5 1.000 150 27.918 to 2.500 0.433 1.7 10.500 6.92 1.101 3.500 0.0097 0.034 Vel = 2.33 1.7 10.500 0.0 1 5R 8.5 39.667 150 28.385 to O 6.0 14.500 0.0 1.8 10.500 6.92 1.101 54.167 0.0095 0.517 Vel = 2.33 1.8 10.500 0.0 1 2R 3.4 39.417 150 28.902 to O 6.0 9.400 0.0 7 10.500 6.92 1.101 48.817 0.0095 0.466 Vel = 2.33 0.0 7 6.92 29.368 K Factor = 1.28 TOR 10.500 21.02 1 S 9.563 8.500 150 30.742 to E 3.825 13.387 3.681 BOR 2 21.02 1.101 21.887 0.0746 1.633 Vel = 7.08 BOR 2 + 5.00 5.00 1 2E 5.4 4.000 150 36.056 to 5.400 2.166 UG1 -3 26.02 1.025 9.400 0.1567 1.473 Vel = 10.12 UG1 -3 0.0 2 45.083 150 39.695 to 1.000 * * Fixed Loss = 1 METE -3 26.02 2.067 45.083 0.0052 0.233 Vel = 2.49 METE -3 0.0 2 51.000 150 40.928 to 0.0 TEST -3 26.02 1.959 51.000 0.0067 0.341 Vel = 2.77 0.0 TEST 26.02 41.269 K Factor = 4.05 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire Protection 647 Camino De los Mares San Clemente, Ca 92673 949.770.5371 Job Name : Doan Residence Drawing : Residence Location : 81292 Peary Place Remote Area : 3 Contract : 81292 Data File : Design Area 3.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire Protection Page 1 Doan Residence Date 1.6.22 HYDRAULIC DESIGN INFORMATION SHEET Name - Doan Residence Date - 1.6.22 Location - 81292 Peary Place Building - Residence System No. - 3 Contractor - California Fire Protection & Backflow Contract No. - 81292 Calculated By - California Fire Protection & Backflo Drawing No. - 81292 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - Res. NFPA 13D 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 - 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 26.26 Psi Required 38.930 BOR 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) - 60 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: 50.5520.727 California Fire ProtectionPage 2 Doan Residence Date 1.6.22 10203040E50R60U70S80S90E100R110P12013014015050 100 150 200 250 300 350 400 450FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 54 C2 - Residual Pressure: 18 C2 - Residual Flow : 500 D1 - Elevation : 6.280 D2 - System Flow : 31.259 D2 - System Pressure : 44.971 Hose ( Demand ) : _______D3 - System Demand : 31.259 Safety Margin : 8.816 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire ProtectionPage 3 Doan Residence Date 1.6.22 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 02.02.53.845.76.97.9000000000000 O *CPVC Tee - Branch 04.967.38.412.014.716.4000000000000 R *CPVC Coupling Tee - Run 011.72.62.744.96.1000000000000 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: 50.5520.727 California Fire Protection Page 4 Doan Residence Date 1.6.22 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 54.0 18 500.0 53.787 31.26 44.971 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes SRP1 11.0 4.9 7.04 13.0 0.05 256 EQ=1 11.5 6.91 SRP2 11.0 4.9 7.04 13.0 0.05 256 EQ=2 11.5 7.02 H4 11.5 4.94 6.91 13.0 K=K @ EQ=1 H5 11.5 4.91 7.3 13.26 K=K @ EQ=2 201 11.5 13.03 202 10.5 13.86 H3 10.5 14.56 101 10.5 16.58 102 10.5 22.58 2 13.5 26.49 3 13.5 26.01 4 13.5 25.89 5 10.5 27.11 6 10.5 26.64 7 10.5 30.71 1.1 13.5 26.64 1.2 10.5 28.02 1.3 10.5 28.19 1.4 10.5 28.85 1.5 11.5 28.47 1.6 11.5 28.74 1.7 10.5 29.23 1.8 10.5 30.01 TOR 10.5 32.78 BOR 2.0 38.93 5.0 UG1 -3.0 43.17 METE -3.0 44.49 TEST -3.0 44.97 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire Protection Page 5 Doan Residence Date 1.6.22 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 4.90 13.00 1 N 2.5 0.500 150 7.039 to 2.500 -0.217 EQ=1 11.500 13.0 1.101 3.000 0.0307 0.092 Vel = 4.38 0.0 EQ=1 13.00 6.914 K Factor = 4.94 SRP2 11 4.90 13.00 1 O 6.0 0.500 150 7.039 to 6.000 -0.217 EQ=2 11.500 13.0 1.101 6.500 0.0308 0.200 Vel = 4.38 0.0 EQ=2 13.00 7.022 K Factor = 4.91 H4 11.500 4.94 13.00 1 R 1.7 11.000 150 6.914 K = K @ EQ=1 to 1.700 0.0 H5 11.500 13.0 1.101 12.700 0.0307 0.390 Vel = 4.38 H5 11.500 4.91 13.26 1 3N 7.5 36.583 150 7.304 K = K @ EQ=2 to 4R 6.8 14.300 0.0 201 11.500 26.26 1.101 50.883 0.1126 5.729 Vel = 8.85 201 11.500 0.0 1 N 2.5 1.000 150 13.033 to 2.500 0.433 202 10.500 26.26 1.101 3.500 0.1126 0.394 Vel = 8.85 202 10.500 0.0 1 R 1.7 4.500 150 13.860 to 1.700 0.0 H3 10.500 26.26 1.101 6.200 0.1127 0.699 Vel = 8.85 0.0 H3 26.26 14.559 K Factor = 6.88 H3 10.500 26.26 1 N 2.5 9.417 150 14.559 to O 6.0 8.500 0.0 101 10.500 26.26 1.101 17.917 0.1126 2.017 Vel = 8.85 101 10.500 0.0 1 4R 6.8 40.500 150 16.576 to O 6.0 12.800 0.0 102 10.500 26.26 1.101 53.300 0.1126 6.002 Vel = 8.85 102 10.500 0.0 1 3R 5.1 25.000 150 22.578 to O 6.0 11.100 0.0 6 10.500 26.26 1.101 36.100 0.1126 4.064 Vel = 8.85 0.0 6 26.26 26.642 K Factor = 5.09 2 13.500 -8.64 1 R 1.7 26.167 150 26.494 to O 6.0 7.700 0.0 3 13.500 -8.64 1.101 33.867 -0.0144 -0.488 Vel = 2.91 3 13.500 0.0 1 N 2.5 5.250 150 26.006 to 2.500 0.0 4 13.500 -8.64 1.101 7.750 -0.0145 -0.112 Vel = 2.91 4 13.500 0.0 1 N 2.5 3.000 150 25.894 to 2.500 1.299 5 10.500 -8.64 1.101 5.500 -0.0144 -0.079 Vel = 2.91 5 10.500 0.0 1 2R 3.4 23.333 150 27.114 to O 6.0 9.400 0.0 6 10.500 -8.64 1.101 32.733 -0.0144 -0.472 Vel = 2.91 6 10.500 26.26 1 6R 10.2 59.417 150 26.642 to O 6.0 16.200 0.0 7 10.500 17.62 1.101 75.617 0.0538 4.068 Vel = 5.94 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire Protection Page 6 Doan Residence Date 1.6.22 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 7 10.500 8.64 1 N 2.5 15.917 150 30.710 to 2.500 0.0 TOR 10.500 26.26 1.101 18.417 0.1126 2.074 Vel = 8.85 0.0 TOR 26.26 32.784 K Factor = 4.59 2 13.500 8.64 1 N 2.5 7.500 150 26.494 to 2.500 0.0 1.1 13.500 8.64 1.101 10.000 0.0144 0.144 Vel = 2.91 1.1 13.500 0.0 1 N 2.5 3.000 150 26.638 to 2.500 1.299 1.2 10.500 8.64 1.101 5.500 0.0145 0.080 Vel = 2.91 1.2 10.500 0.0 1 O 6.0 5.750 150 28.017 to 6.000 0.0 1.3 10.500 8.64 1.101 11.750 0.0144 0.169 Vel = 2.91 1.3 10.500 0.0 1 5R 8.5 35.250 150 28.186 to N 2.5 11.000 0.0 1.4 10.500 8.64 1.101 46.250 0.0144 0.667 Vel = 2.91 1.4 10.500 0.0 1 N 2.5 1.000 150 28.853 to 2.500 -0.433 1.5 11.500 8.64 1.101 3.500 0.0143 0.050 Vel = 2.91 1.5 11.500 0.0 1 2R 3.4 13.000 150 28.470 to N 2.5 5.900 0.0 1.6 11.500 8.64 1.101 18.900 0.0144 0.272 Vel = 2.91 1.6 11.500 0.0 1 N 2.5 1.000 150 28.742 to 2.500 0.433 1.7 10.500 8.64 1.101 3.500 0.0146 0.051 Vel = 2.91 1.7 10.500 0.0 1 5R 8.5 39.667 150 29.226 to O 6.0 14.500 0.0 1.8 10.500 8.64 1.101 54.167 0.0144 0.781 Vel = 2.91 1.8 10.500 0.0 1 2R 3.4 39.417 150 30.007 to O 6.0 9.400 0.0 7 10.500 8.64 1.101 48.817 0.0144 0.703 Vel = 2.91 0.0 7 8.64 30.710 K Factor = 1.56 TOR 10.500 26.26 1 S 9.563 8.500 150 32.784 to E 3.825 13.387 3.681 BOR 2 26.26 1.101 21.887 0.1126 2.465 Vel = 8.85 BOR 2 + 5.00 5.00 1 2E 5.4 4.000 150 38.930 to 5.400 2.166 UG1 -3 31.26 1.025 9.400 0.2201 2.069 Vel = 12.15 UG1 -3 0.0 2 45.083 150 43.165 to 1.000 * * Fixed Loss = 1 METE -3 31.26 2.067 45.083 0.0073 0.327 Vel = 2.99 METE -3 0.0 2 51.000 150 44.492 to 0.0 TEST -3 31.26 1.959 51.000 0.0094 0.479 Vel = 3.33 0.0 TEST 31.26 44.971 K Factor = 4.66 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 California Fire Protection Page 7 Doan Residence Date 1.6.22 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: 50.5520.727 PH-1.18 PROJECT INFORMATION APPROVAL STAMP Project:q Approved Address:q Approved as noted Contractor:q Not approved Engineer:Remarks: Submittal Date: Notes 1: Notes 2: CPVC Fig. 185 (Formerly Afcon Fig. 513) One Hole Pipe Strap Size Range: 3⁄4" through 2" Finish: Zinc Plated Steel (Hot-Dip Galvanized optional) Service: Hanger for CPVC pipe in the horizontal position on the side of structural wood beams and Steel 20 Ga. (min) with hanger tab in the upward position only (Fig. A). It can also be used as a guide to limit movement of vertical CPVC pipe with the tab in the horizontal position. Approvals: UL and ULC Listed. Installation: • Place hanger over pipe. • Secure hanger to mounting surface with screws provided. • Steel applications require one (1) #14 x 1" hex washer head self-drilling TEK screw. Not Supplied. Part Number STD-0090. Features: • Beveled edge design helps protect the CPVC pipe from any rough surface. • Easily attaches to wood structure with #10 x 1" hex washer head self threading screw supplied with product. No pre-drilling required. Ordering: Specify CPVC pipe size, figure number and description. FIG. 185: DIMENSIONS (IN) • WEIGHT (LBS) CPVC Pipe Size A B øC E F Max. Hanger Spacing (FT.) Approx. Weight/100 (lbs) 3⁄4 17⁄16 21⁄2 1⁄4 11⁄8 11⁄4 51⁄2 8 1 13⁄4 27⁄8 1⁄4 11⁄8 11⁄2 6 9 11⁄4 111⁄16 3 1⁄4 11⁄8 17⁄8 61⁄2 10 11⁄2 17⁄8 37⁄16 1⁄4 11⁄8 21⁄8 7 12 2 2 37⁄8 1⁄4 11⁄8 25⁄8 8 14 Fig. A PH-3.19 PROJECT INFORMATION APPROVAL STAMP Project:q Approved Address:q Approved as noted Contractor:q Not approved Engineer:Remarks: Submittal Date: Notes 1: Notes 2: CPVC Fig. A Fig. B Fig. C FIG. 186: DIMENSIONS (IN) • WEIGHT (LBS) Pipe Size A B øC E F Approx. Weight/100 (lbs) 3⁄4 1 213⁄16 1⁄4 11⁄8 11⁄8 5 1 11⁄4 31⁄4 11⁄2 6 11⁄4 15⁄16 33⁄8 111⁄16 7 11⁄2 19⁄16 37⁄8 21⁄8 8 2 113⁄16 45⁄16 29⁄16 9 21⁄2 21⁄4 53⁄8 13⁄16 27⁄8 14 3 25⁄8 65⁄16 31⁄2 17 Fig. 186 (Formerly Afcon Fig. 510) Two Hole Pipe Strap Size Range: 3⁄4" through 3" Finish: Pre-Galvanized Carbon Steel per ASTM A653 Service: Hanger for CPVC, steel, & copper pipe in the horizontal position on the bottom and side of structural wood beams, composite beams and Steel 20 Ga. (min.) (Fig. A, C respectively). Can be used as a restrainer when installed on top of structural wood beams (Fig. B), for limiting pipe movement due to thrust loads during sprinkler system start-up. It can also be used as a guide to limit movement for pipe in the vertical position. When used on composite wood beams, web thickness must be 3/8" or greater. Approvals: cULus Listed Installation: • Snap hanger over pipe. • Secure hanger to mounting surface with screws provided. • Do not make adjustments to hanger mounting flanges that result in clamping the pipe to the mounting surface. Pipe must be allowed to move freely through hanger. • Steel applications require two (2) #14 x 1" hex washer head self-drilling TEK screws. Not Supplied. Part Number STD-0090. Features: • Beveled edge design helps protect the CPVC pipe from any rough surface. • Easily attaches to wood structure with #10 x 1" hex washer head self threading screw supplied with product. No pre-drilling required. • Retaining dimples hold the strap onto the pipe for ease of installation. (Not shown) Ordering: Specify pipe size, figure number, and description. PH-1.18 PROJECT INFORMATION APPROVAL STAMP Project:q Approved Address:q Approved as noted Contractor:q Not approved Engineer:Remarks: Submittal Date: Notes 1: Notes 2: CPVC FIG. 188: DIMENSIONS (IN) • WEIGHT (LBS) CPVC Pipe Size A B øC E F Max. Hanger Spacing (FT.) Approx. Weight/100 (lbs) 3⁄4 15⁄16 31⁄4 1⁄4 11⁄8 23⁄4 51⁄2 5 1 13⁄8 33⁄8 1⁄4 11⁄8 3 6 6 11⁄4 11⁄2 311⁄16 1⁄4 11⁄8 35⁄16 61⁄2 7 11⁄2 17⁄8 43⁄8 1⁄4 11⁄8 39⁄16 7 8 2 2 41⁄2 1⁄4 11⁄8 41⁄8 8 9 Fig. BFig. A Fig. 188 Two Hole Standoff Strap Size Range: 3⁄4" through 2" Finish: Zinc Plated Steel (Hot-Dip Galvanized optional) Service: Hanger for CPVC pipe in the horizontal position on the bottom of structural wood beams and steel 20ga. min. (Fig. B). It can also be used as a guide to limit movement for a pipe in the horizontal/vertical position on the side of structural wood beams, composite wood beams and steel 20ga. min. (Fig. A). Approvals: UL and ULC Listed. Installation: • Snap hanger over pipe. • Position hanger back around pipe but allow for pipe movement. • Secure hanger to mounting surface with screws provided. Recheck to insure that the pipe is allowed to move freely through hanger. • Steel applications require two (2) #14 x 1" hex washer head self-drilling TEK screws. Not Supplied. Part Number STD-0090. Features: • Beveled edge design helps protect the CPVC pipe from any rough surface. • Easily attaches to wood structure with #10 x 1" hex washer head self threading screw supplied with product. No pre-drilling required. • Eliminates wooden spacer blocks. Ordering: Specify CPVC pipe size, figure number and description. Note: If UL listed restraint is required, use Anvil Fig. 188R (Formerly Afcon Fig. 514). PH-07.20 PROJECT INFORMATION APPROVAL STAMP Project:q Approved Address:q Approved as noted Contractor:q Not approved Engineer:Remarks: Submittal Date: Notes 1: Notes 2: CPVC Installation - Backing Nut Hanger = 1 - at top fastener Restraint = 2 - on each fastener Per NFPA-13D and NFPA-13R Hanger & Restrainer Hanger & Restrainer Guide & Restrainer Fig. 188R (Formerly Afcon Fig. 514) Two Hole Standoff Hanger & Restrainer Size Range: 3⁄4" through 2" Material: Carbon Steel Finish: Pre-Galvanized per ASTM A653 Service: • Hanger and surge restraint for horizontal CPVC, steel, and copper piping when installed on the top, bottom, and side of the supporting structure. • Guide for vertical CPVC, steel, and copper piping when installed on the side of the supporting structure. • Horizontal and vertical seismic restraint per NFPA 13-2016 requirements. • May be installed with concrete, steel structural members, and other structural members with fasteners which comply with the requirements of NFPA 13. Approvals: cULus Listed Patents: No. 6,648,278 Installation: • Snap hanger over pipe. If needed, squeeze strap back around pipe. • CPVC pipe must be allowed to slide freely through the Fig. 188R. • Secure hanger to mounting surface with screws provided or with listed fasteners. Features: • Beveled edge design helps protect the CPVC pipe from any rough surface and eliminates pipe abrasion. • Easily attaches to wood structure with #10 x 1" hex washer head self-threading screw supplied with product. No pre-drilling required. • Bottom of pipe is offset 1 1/2" from the structure. Eliminates wooden spacer blocks. Ordering: Specify CPVC pipe size, figure number and description. PH-07.20 CPVC Hanger and Restrainer FIG. 188R: DIMENSIONS (IN) • WEIGHT (LBS) CPVC Pipe Size A B øC D E F G Max. Hanger Spacing (FT.) Approx. Weight/100 (lbs) 3⁄4 23⁄4 31⁄2 1⁄4 2 1 25⁄8 11⁄2 51⁄2 11 1 213⁄16 31⁄2 1⁄4 23⁄16 1 215⁄16 11⁄2 6 12 11⁄4 213⁄16 31⁄2 1⁄4 25⁄16 1 31⁄4 11⁄2 61⁄2 13 11⁄2 35⁄8 41⁄4 1⁄4 27⁄16 1 31⁄2 11⁄2 7 14 2 311⁄16 43⁄8 1⁄4 211⁄16 1 4 11⁄2 8 16 B E F D G A øC Fig. 188R (Formerly Afcon Fig. 514) Two Hole Standoff Hanger & Restrainer (cont.) FIG. 188R: LISTED FASTENERS Pipe Wood and Composite Beams Steel (18ga. Minimum) CPVC Screw Supplied or #10 x 1" TEK Screw #14 x 1" TEK Screw or 1⁄4" x 1" TEK Screw Steel & Copper #14 x 1" TEK Screw or 1⁄4" x 11⁄2" Lag Screw #14 x 1" TEK Screw or 1⁄4" x 1" TEK Screw 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 www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 1 of 8 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. GENERAL DESCRIPTION Residential Lead Free Flat Concealed Sprinkler, Pendent Model RC-RES K-Factor: 4.9 • SIN: SS8464 C US NSF/ANSI/CAN 61 & 372 www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 2 of 8 • Approvals: { cULus Listed {UL-EU Listed (162°F (72°C) only) {NSF/ANSI/CAN 61, NSF/ANSI 372 • 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 {205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate • Color Code (Sprinkler) {162°F (72°C): Uncolored {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) 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. WARNINGS TECHNICAL DATA www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 3 of 8 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. DESIGN CRITERIA 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 13D, 13R, or 13) must be kept as few as possible while observing all guidelines relating to obstructions and spacing. 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. 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 (For illustrative purposes only) www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 4 of 8 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 205°F (96°C)150°F (66°C)162°F (72°C) 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. 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. 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. www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 5 of 8 INSTALLATION The Model RC-RES must be installed in accordance with the following instructions: 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. 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 Removal Tool for 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. 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) 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. Maximum Coverage Area(a) Ft. x Ft. (m x m) Maximum Spacing Ft. (m) Ordinary Temperature Rating 162˚F (72˚C) Intermediate Temperature Rating 205˚F (96˚C)Deflector to Ceiling Installation Type Minimum Spacing Ft. (m)Flow (b) GPM (LPM) Pressure(b) PSI (bar) Flow (b) GPM (LPM) Pressure(b) PSI (bar) 12 x 12 (3.7 x 3.7) 12 (3.7) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48)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) 14 x 14 (4.3 x 4.3) 14 (4.3) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 16 x 16 (4.9 x 4.9) 16 (4.9) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 18 x 18 (5.5 x 5.5) 18 (5.5) 17 (64.4) 12.0 (0.83) 17 (64.4) 12.0 (0.83) 20 x 20 (6.1 x 6.1) 20 (6.1) 21 (79.5) 18.4 (1.27) 21 (79.5) 18.4 (1.27) www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 6 of 8 Figure 5: Protective Cap Removal Figure 3: Installation Figure 4: Ratchet & Socket Installation Steps 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 Removal Tool for 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. www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 7 of 8 CARE & 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. Figure 7: Installation (Correct and Incorrect) Figure 6: Installation (Cover Plate Assembly) www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 8 of 8 ORDER PROCEDURE LIMITED WARRANTY When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). For details of warranty, refer to Sales Contract. 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. Sprinkler • Model: RC-RES SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°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 -- 2-5/8” Square, 162°F ------- Tools & Accessories • 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 Removal Tool for RC • Cover Plate Installation Tool OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org February 4, 2022 California Fire Protection & Backflow INC 647 Camino De Los Mares San Clemente, CA 92673 Re: Residential Fire Sprinkler Plan Review – MADISON CLUB – LOT 69 FSS2022-0002 / 81292 PEARY PLACE, 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: 81292 PEARY PLACE PERMIT#: FSS2022-0002 DATE ISSUED: 2/4/2022 DESCRIPTION: MADISON CLUB – LOT 69 CONTRACTOR: CALIFORNIA 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. 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 To whom it may concern, I need to request an extension for 81292 Peary Place, permit number FSS2022-0002. Sincerely, Stacee Brayley Office Manager