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FSS2022-0170Description: SINGER / FIRE SPRINKLERS / BRES2020-0102 Type: FIRE SPRINKLER (WEB) Subtype: RESIDENTIAL - CUSTOM Status: ISSUED Applied: 4/12/2022 ECON HOMES Approved: 10/5/2022 RWI Parcel No: 767710018 Site Address: 81501 BAFFIN AVE LA QUINTA,CA 92253 Subdivision: TR 33076-2 Block: Lot: 105 Issued: 8/5/2022 ONLINE Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $10,000.00 Occupancy Type: Construction Type: Expired: 2/25/2023 KHET No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 1 Applied to Approved ,6� Approved to Issued Printed: Friday, April 07, 2023 8:29:39 AM 1 of 6 WSYSiEMS E-MAIL KOHL HETRICK 8/29/2022 8/29/2022 OH Rough inspection requires correction and modifications to the system. Improved insulation for protection of contact hazards of jacketed electrical wiring touching CPVC is required throughout. Reinspection is required. Observed as built conditions that are a concern for affecting hydraulic calculations. See attached —field notes and have your designer evaluate the potential impacts and need for correction. Revised plans and calculations are required prior to final. *It was discussed in the field that potential modification of the fire sprinkler system may be needed for an earlier -on perceived over -extended fire hydrant distance. Upon returning to the office and reviewing the latest revised building plans, this extended -fire hydrant distance is no longer affected due to the changes of the driveway layout. Please disregard any need to modify the fire sprinkler system for the mitigation. Thank you, KOHL HETRICK CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC AL.CO CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC AL.CO Printed: Friday, April 07, 2023 8:29:39 AM 2 of 6 WsYsrEMS FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE FAILED OR ADDITIONAL RE- 101-0000-42421 0 $167.00 $0.00 INSPECTION FIRE FAILED OR ADDITIONAL RE- 101-0000-42421 0 $167.00 $167.00 8/24/22 WEB12880 712607037 CREDIT 1020141 ECON INSPECTION FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42421 0 $250.00 $250.00 8/5/22 WEB12688 702452684 CREDIT 1020141 ECON FAMILY DETACHED FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42420 0 $250.00 $250.00 8/5/22 WEB12688 702452684 CREDIT 1020141 ECON FAMILY DETACHED PC Total Paid for FIRE FEES: $834.00 $667.00 RECORDS 101-0000-42416 0 $11.00 $11.00 8/5/22 WEB12688 702452684 CREDIT 1020141 ECON MANAGEMENT FEE Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 8/5/22 WEB12688 702452684 CREDIT 1020141 ECON ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 00 $683.00 7SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE Printed: Friday, April 07, 2023 8:29:39 AM 3 of 6 WsYsrEMS OVERHEAD HYRO KHET 8/15/2022 8/15/2022 DISAPPROVE no pressure on system Contractor was not present for scheduled inspection. Walked the project and observed that the system was still in need of protective OVERHEAD ROUGH KHET 8/15/2022 8/15/2022 DISAPPROVE SEE NOTES insulation for jacketed electrical contact PIPING D hazards as well as pipe straps not having the resistant tabs bent in place. One portion of pipe was observed to be unfinished and not capped. Full Reinspection required. OVERHEAD HYRO KHET 8/29/2022 8/29/2022 APPROVED No leaks OVERHEAD ROUGH KHET 8/29/2022 8/29/2022 DISAPPROVE SEE ATTACHMENTS REVISED PLANS AND CALCS ALSO REQUIRED PIPING D PRIOR TO FINAL OVERHEAD ROUGH LIN 10/12/2022 10/12/2022 APPROVED PIPING RETURNED REVIEWS STATUS REMARKS REVIEW TYPE REVIEWER SENT DATE DUE DATE NOTES DATE 1ST FIRE - ETRAKIT KOHL 4/12/2022 4/26/2022 5/13/2022 APPROVED SEE ATTACHMENTS (2 WK) HETRICK 1ST PERMIT TECH — PERMIT TECH 4/12/2022 4/13/2022 4/13/2022 COMPLETE ETRAKIT (1 DAY) BUCKET REBECCA Refer to Insp Notes for the observed as -built 2ND FIRE (1 WK) 9/27/2022 10/4/2022 10/5/2022 APPROVED REVISED PLANS/CALCS WINSCOTT conditions. Printed: Friday, April 07, 2023 8:29:39 AM 4 of 6 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 4/12/2022 Etrakit Contractor 1ST SUBMITTAL TYCO 2236 Tyco Pendent4.9.pdf 1 DOC 4/12/2022 Etrakit Contractor 1ST SUBMITTAL SENJU 8464 Senju Concealed 1 4.9. pdf 1ST SUBMITTAL DOC 4/12/2022 Etrakit Contractor HYDRAULIC CALCS AREA AREA 1.pdf 1 1 1ST SUBMITTAL DOC 4/12/2022 Etrakit Contractor HYDRAULIC CALCS AREA AREA 2.pdf 1 2 DOC 4/12/2022 Etrakit Contractor 1ST SUBMITTAL CVWD sing water.pdf 1 DOC 4/12/2022 Etrakit Contractor 1ST SUBMITTAL PLAN SINGER FS PLAN.pdf 1 DOC 9/27/2022 Etrakit Contractor 69B AS BUILT lot 69 1 corrections.pdf DOC 9/27/2022 Etrakit Contractor AREA 1 lot 69 1 corrections.pdf DOC 9/27/2022 Etrakit Contractor AREA 2 corrections lot 1 69.pdf DOC 9/27/2022 Etrakit Contractor AREA 3 singer 1 corrections.pdf DOC 9/27/2022 Etrakit Contractor SINGER AS BUILT singer 1 corrections.pdf DOC 10/5/2022 Etrakit Contractor AREA 1 singer 1 corrections.pdf DOC 10/5/2022 Etrakit Contractor AREA 2 singer 1 corrections.pdf DOC 10/5/2022 Etrakit Contractor AREA 3 singer 1 corrections_1.pdf DOC 10/5/2022 Etrakit Contractor 6439 singer 1 corrections.pdf Printed: Friday, April 07, 2023 8:29:39 AM 5 of 6 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/5/2022 Etrakit Contractor SINGER AS BUILT singer 1 corrections_1.pdf FSS2022-0170- FSS2022-0170- DOC 5/13/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 5/13/2022 KOHL HETRICK FSS2022-0170 - COA FSS2022-0170 - COA 1 AND JOB CARD.pdf AND JOB CARD.pdf DOC 8/29/2022 KOHL HETRICK FSS2022-0170 - 8-29- FSS2022-0170 - 8-29- 1 2022 INSP NOTES.pdf 2022 INSP NOTES.pdf LQ FSS2022-0170 LQ FSS2022-0170 DOC 10/5/2022 REBECCA WINSCOTT (Singer Residence As (Singer Residence As 1 Builts APPROVED).pdf Builts APPROVED).pdf Printed: Friday, April 07, 2023 8:29:39 AM 6 of 6 WsYsrEMS NOTES 1) ALL SYSTEM PIPING AND FITTINGS SHALL BE NEW AND U.L. LISTED, ALL CPVC IS BLAZEMASTER OR SPEARS UNLESS NOTED OTHERWISE. ALL COPPER IS TYPE "L" UNLESS NOTED OTHERWISE. 2) SECURE PIPING TO TOP OF CEILING JOIST OR BOTTOM CHORD OF TRUSS. USE APPROVED PIPE STRAPS AND SCREWS. 3) SPRINKLERS ARE PERMITTED TO BE PAINTED AT THE FACTORY ONLY, ANY SPRINKLER THAT HAS BEEN PAINTED OUTSIDE THE FACTORY MUST BE REPLACED WITH A NEW LISTED SPRINKLER PER N,F,P,A, 13D, 4) HANGER SPACING SHALL BE IN ACCORDANCE WITH N,F,P,A, 13 & 13 MAXIMUM OF 6'-0" BETWEEN HANGERS FOR 1" PIPING. MAXIMUM OF 6'-6" FOR 1-1/4" PIPING. MAXIMUM OF 12" FROM SPRINKLER HEAD' FOR 1" PIPE. MAXIMUM OF 6" FROM SPRINKLER HEADS FOR 3/4" P 5) ALL PENETRATIONS THROUGH FIREWALLS AND CEILINGS BETWEEN ATTACHED GARAGES AND RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TO MAINTAIN THE INTEGRITY OF THE FIREWAL 6) SPRINKLERS MUST BE INSTALLED ACCORDING TO THE SPACING PARAMETERS THAT HAVE BEEN HYDRAULICALLY PROVEN, BUT MAY NOT BE IN THE EXACT LOCATIONS SHOWN ON PLAN, 7) DRILLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH THE C.B.C. 8) CONTRACTOR/OWNER IS RESPONSIBLE FOR THE INSTALLATION OF UNDERGROUND PIPING, 9) SYSTEM IS DESIGNED AND INSTALLED PER N,F,P,A, 13D, AND THE AUTHORITY HAVING JURISDICTION. AREA 2-1 @ 18 X 18 Dci Dro I n 0 00 DESIGN IS IN ACCORDANCE WITH THE 2019 CRC & CFC FREEZE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH N,F,P,A, 13D SECTION 7,7, (SYSTEM MEETS SECTION 911) O1 = HYDRAULIC NODE POINT FLOW THROUGH (STRAIGHT RUN), 4-WAY CROSS FITTINGS, HAVE BEEN CALCULATED AS 2 FITTINGS. HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE [o ] 0 CPVC DOUBLE FASTENER STRAP TYPE HANGER HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE S SINGLE FASTENER STRAP TYPE HANGER HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE 10) FINAL APPROVAL OF SYSTEM PENDING FINAL INSPECTION BY THE I III I I N_�. DOUBLE FASTENER STRAP TYPE HANGER AUTHORITY HAVING JURISDICTION. 11) NAIL PLATES ARE REQUIRED IN ACCORDANCE WITH THE CALIFORN PLUMBING CODE. SUPPORT AND HANGER SPACING ANCH❑RING 3/4' PIPE MAX. = T-6' wsuwnoN BOTTOM V PIPE MAX. = 6'-0' cPvc 3/4' PIPE MAX, = 6' 3/4' PIPE MAX, = 6' SINGLE nose 1' PIPE MAX, =12' 1' PIPE MAX, =12' 5 fr STPAP UL LISTED PIPE CLAMP FINISHED CEILING USE ONLY UL LISTED FASTENERS 100 TO FIRE SPINKLER SYSTEM — NOT TO RISERDETAIL DRAIN VALVE (DRAIN TO ATMOSPHERE) PROVIDE 1 SPARE SPRINKLER HEAD FOR EACH TYPE INSTALLED DOMESTIC SUPPLY P R V ---c DOMESTIC VALVE 140 1 1/4' 125 COPPER MAIN VALVE 140-160 CALCULATED WITH 3 ELBOWS AND 1 GATE VALVE Z HDPE U.G. SUPPLY 160 CPVC FITTING FRICTION LOSS 3/4" 1" 1 1 /4" 1 1 /2" 2" 45° ELBOW 1 1 2 2 2 TEE RUN 1 1 1 1 1 TEE BRANCH 3 5 6 8 10 90° ELBOW 7 7 8 9 11 WHERE FUEL -FIRED EQUIPMENT IS BELOW OR ON THE SAME LEVEL AS OCCUPIED AREAS OF THE DWELLING UNIT, AT LEAST ONE QUICK- REPSONSE INTERMEDIATE TEMPERATURE SPRINKLER SHALL BE INSTALLED ABOVE THE EQUIPMENT OR AT THE WALL SEPARATING THE SPACE WITH THE FUEL -FIRED EQUIPMENT FROM THE OCCUPIED SPACE, SPRINKLER HEAT ZONES MINIMUM DISTANCE FROM HEAT SOURCE EDGE OF SOURCE TO ORDINARY INTERMEDIATE TEMP. SPRK. TEMP. SPRK. SIDE OF OPEN OR 3'-0" 1,4' RECESSED FIREPLACE FRONT OF RECESSED 5'-0" 3'-0" FIREPLACE COAL- OR WOOD- 3'-C 1141 BURINING STOVE KITCHEN 1'-61 0'-9" RANGE WALL 1'-6, 0'-9" OVEN HOT AIR 1,4' 0'-9" FLUES INSULATED 1,4' 0'-9" HEAT DUCTS UNINSULATED 1141 0'-61 HOT WATER PIPES SIDE OF CEILING- OR WALL- 2'-Y' 1141 MOUNTED HOT AIR DIFFUSERS FRONT OF WALL -MOUNTED 3'-Y' 1,4' HOT AIR DIFFUSERS HOT WATER HEATER 0,4' 0'-3" OR FURNACE LIGHT FIXTURE 0,4' 0'-3" OW - 250W LIGHT FIXTURE 1141 0'-61 250W - 499W MINIMUM DISTANCE FROM THE CENTER OF CEILING FANS = 3' MINIMUM DISTANCE FROM SURFACE MOUNTED LIGHTS = 3' PRESSURE G RUBBER FAC CHECK VALV ACCESS P — 1 1 /4, SYSTEM RISER J o Co 0 U Cn LC Y m cu un 0 uj `.,° cu J rz:1 Lw J Q Q w J Q z w z Lw z o U 0 U of U Cn w � N z Fa w Fa w J O GO Q CL Q Cl- U Cn Y =D =D W (D w w w Z Of Ln of O L� W w w 0 �� U oo� U oo� N 0:f J Y z � ��Of � Z N CO 0o V) Q om •O CD ci Ln Q CD z m J m cl� O (n LU J W OLD OJ 3 �` U w O r a O z 0O 'm ~ N Q � a C-D cn w Z w LLi Q:f I z 1,D - x — Q o Qj CM o r-� � 3 U o _ a- U Q W umQJ W O ¢ Q Y w Q Of � 1 v Z C=D_ o 0i `fl N � Ln 0 II r j N W o Z ra _ mU C 0 z° y (N LLI � Q Q Q U F-- z Q hv-1 W LL z z _ Q C25 z cv o Q �_j U W 00 � U � U Q` o W c�tl �z 0 h °O 0 5 10 20 ( IN FEET ) 3/16 inch = 1'-0" APPROVED Riverside County Fire Department Office of the Fire Marshal - Fire - Fire Sprinkler Hydraulics Calculation Program gy.Elii%Ag ° Roe I n. Living Water Designs _ _ Singer Prescott, AZ 86301 Page 1 General Project Data Report Fire Safety Specla Is Rwinscot General Data Project Title: Singer Project File Name: Singer..fiw Designed By: Chad Ryan Date: 4/9/22 Code Reference: Approving Agency: Client Name: Phone: Address: City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 1 Building Owner: Contact at Building: Phone at Building: Address Of Building: 81501 Baffin Ave City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ftz Maximum Area Per Sprinkler: 256 ftz Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model: 8464 Size: 7/16 Temperature Rating: 162 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 74.00 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 66.60 psi Calculated System Flow Rate: 31.12 gpm Calculated Inflow Residual Pressure: 64.87 psi Available Residual Pressure At 67.58 psi System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ftz Number Of Active Nodes: 31 Number Of Active Pipes: 32 Number Of Inactive Pipes: 168 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 APPROVED Riverside County Fire Department Office of the Fire Marshal _ Fire - Fire Sprinkler Hydraulics Calculation Program gy.Elii%Ag °Roe I n. Living Water Designs _ _ Inger Prescott, AZ 86301 Page 2 Fire Sprinkler Output Data Fire Safety Specla Is Rwinscot Overall Pipe Output Data q (gpm) F. L./ft Pipe -Len. Beg. Nodal Spk/Hose Residual Nom. Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit -Len. End. KFactor Discharge Pressure Inside Dia. PE -(psi) (feet) Velocity Fittings Tot -Len. Node (K) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 1 4.90 14.00 13.01 7.05 0.75 13.01 0.09453 0.50 0.709 2 0.00 14.50 0.00 7.54 0.874 13.01 E 7.00 -0.217 CPVC 150 6.96 0 7.50 0.493 3 4.90 14.00 13.11 7.16 0.75 13.11 0.09592 0.50 0.719 4 0.00 14.50 0.00 7.66 0.874 13.11 E 7.00 -0.217 CPVC 150 7.01 0 7.50 0.503 2 0.00 14.50 0.00 7.54 1.00 0.00 0.03071 14.50 0.599 22 0.00 14.50 0.00 8.14 1.101 13.01 T 5.00 0.000 CPVC 150 4.38 0 19.50 0.599 4 0.00 14.50 0.00 7.66 0.75 0.00 0.09592 2.00 0.480 22 0.00 14.50 0.00 8.14 0.874 13.11 T 3.00 0.000 CPVC 150 7.01 0 5.00 0.480 22 0.00 14.50 0.00 8.14 1.00 0.00 0.11152 15.00 2.342 24 0.00 14.50 0.00 10.48 1.101 26.12 FT 6.00 0.000 CPVC 150 8.80 0 21.00 2.342 24 0.00 14.50 0.00 10.48 1.00 11.83 0.02576 80.00 3.503 26 0.00 11.50 0.00 15.29 1.101 11.83 6F5E3T 56.00 1.299 CPVC 150 3.99 0 136.00 4.802 6 0.00 10.50 0.00 16.07 0.75 0.00 0.00000 5.50 0.000 28 0.00 11.50 0.00 15.64 0.874 0.00 2ET 17.00 -0.433 CPVC 150 0.00 0 22.50 -0.433 26 0.00 11.50 0.00 15.29 1.00 6.65 0.00887 21.00 0.355 28 0.00 11.50 0.00 15.64 1.101 6.65 2FE2T 19.00 0.000 CPVC 150 2.24 0 40.00 0.355 24 0.00 14.50 0.00 10.48 1.00 14.29 0.03654 78.50 4.439 32 0.00 20.50 0.00 12.32 1.101 14.29 5F4E2T 43.00 -2.598 CPVC 150 4.82 0 121.50 1.841 26 0.00 11.50 0.00 15.29 1.00 5.18 0.00559 83.50 0.936 32 0.00 20.50 0.00 12.32 1.101 5.18 6F9E3T 84.00 -3.897 CPVC 150 1.75 0 167.50 -2.961 28 0.00 11.50 0.00 15.64 1.00 0.00 0.00887 32.50 0.581 32 0.00 20.50 0.00 12.32 1.101 6.65 2F3E2T 33.00 -3.897 CPVC 150 2.24 0 65.50 -3.316 8 0.00 14.50 0.00 22.34 0.75 0.00 0.00000 9.50 0.000 34 0.00 14.50 0.00 22.34 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 12.50 0.000 APPROVED Riverside County Fire Department Office of the Fire Marshal _ Fire - Fire Sprinkler Hydraulics Calculation Program gy.Elii%Ag °Roe I n. Living Water Designs __ �Rynnar Prescott, AZ 86301 rr. Page 3 Fire Sprinkler Output Data Fire Safety Specla Is Rwinscot Overall Pipe Output Data (cont'd) q (gpm) F. L./ft Pipe -Len. Beg. Nodal Spk/Hose Residual Nom. Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit -Len. End. KFactor Discharge Pressure Inside Dia. PE -(psi) (feet) Velocity Fittings Tot -Len. Node (K) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 10 0.00 14.50 0.00 22.34 0.75 0.00 0.00000 7.00 0.000 34 0.00 14.50 0.00 22.34 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 8.00 0.000 34 0.00 14.50 0.00 22.34 0.75 0.00 0.00000 2.00 0.000 35 0.00 14.50 0.00 22.34 0.874 0.00 E 7.00 0.000 CPVC 150 0.00 0 9.00 0.000 32 0.00 20.50 0.00 12.32 1.00 0.00 0.11152 31.50 7.416 36 0.00 14.50 0.00 22.34 1.101 26.12 2F4ET 35.00 2.598 CPVC 150 8.80 0 66.50 10.014 35 0.00 14.50 0.00 22.34 1.00 0.00 0.00000 50.50 0.000 36 0.00 14.50 0.00 22.34 1.101 0.00 4F2E2T 28.00 0.000 CPVC 150 0.00 0 78.50 0.000 30 0.00 10.50 0.00 46.78 1.00 0.00 0.00000 77.00 0.000 38 0.00 0.00 0.00 51.32 1.101 0.00 4F7ET 58.00 4.547 CPVC 150 0.00 0 135.00 4.547 38 0.00 0.00 0.00 51.32 1.25 0.00 0.00000 3.00 0.000 40 0.00 -2.00 0.00 52.19 1.265 0.00 2E 6.00 0.866 TYPE L COPPER TUBE 150 0.00 0 9.00 0.866 36 0.00 14.50 0.00 22.34 1.00 0.00 0.11155 55.00 13.385 42 0.00 10.50 0.00 37.46 1.101 26.12 6F7E2T 65.00 1.732 CPVC 150 8.80 0 120.00 15.117 40 0.00 -2.00 0.00 52.19 1.50 0.00 0.00000 32.00 0.000 44 0.00 -2.00 0.00 52.19 1.453 0.00 F 6.00 0.000 HDPE SDR-9 150 0.00 0 38.00 0.000 44 0.00 -2.00 0.00 52.19 1.25 0.00 0.00000 3.00 0.000 46 0.00 0.00 0.00 51.32 1.265 0.00 2E 6.00 -0.866 TYPE L COPPER TUBE 150 0.00 0 9.00 -0.866 42 0.00 10.50 0.00 37.46 1.00 0.00 0.11155 45.50 7.975 47 0.00 10.50 0.00 45.43 1.101 26.12 5F3E 26.00 0.000 CPVC 150 8.80 0 71.50 7.975 46 0.00 0.00 0.00 51.32 1.00 0.00 0.00000 61.50 0.000 48 0.00 10.50 0.00 46.78 1.101 0.00 7F2ET 26.00 -4.547 CPVC 150 0.00 0 87.50 -4.546 47 0.00 10.50 0.00 45.43 1.25 0.00 0.03535 26.00 1.343 48 0.00 10.50 0.00 46.78 1.394 26.12 3FT 12.00 0.000 CPVC 150 5.49 0 38.00 1.343 APPROVED Riverside County Fire Department Office of the Fire Marshal _ Fire - Fire Sprinkler Hydraulics Calculation Program gy.Elii%Ag °Roe I n. Living Water Designs _ _ Singer Prescott, AZ 86301 MU Page 4 Fire Sprinkler Output Data Fire Safety Specla Is Rwinscot Overall Pipe Output Data (cont'd) q (gpm) F. L./ft Pipe -Len. Beg. Nodal Spk/Hose Residual Nom. Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit -Len. End. KFactor Discharge Pressure Inside Dia. PE -(psi) (feet) Velocity Fittings Tot -Len. Node (K) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 48 0.00 10.50 0.00 46.78 1.25 0.00 0.03535 5.00 0.460 100 0.00 10.50 0.00 47.23 1.394 26.12 E 8.00 0.000 CPVC 150 5.49 0 13.00 0.460 100 0.00 10.50 0.00 47.23 1.25 0.00 0.03535 10.50 1.061 125 0.00 0.00 0.00 52.84 1.394 26.12 2FEC 19.50 4.547 CPVC 150 5.49 0 30.00 5.607 125 0.00 0.00 0.00 52.84 1.25 0.00 0.05673 1.00 0.397 140 0.00 0.00 5.00 53.24 1.265 26.12 T 6.00 0.000 TYPE L COPPER TUBE 150 6.67 0 7.00 0.397 140 0.00 0.00 5.00 53.24 1.25 5.00 0.07844 4.00 1.035 160 0.00 -3.00 0.00 55.57 1.265 31.12 3EG 9.20 1.299 TYPE L COPPER TUBE 150 7.94 0 13.20 2.334 160 0.00 -3.00 0.00 55.57 2.00 0.00 0.01348 250.00 3.465 180 0.00 -3.00 0.00 59.04 1.816 31.12 F 7.00 0.000 HDPE SDR-9 150 3.85 0 257.00 3.465 180 0.00 -3.00 0.00 59.04 1.00 0.00 0.21851 2.00 1.748 185 0.00 -2.00 0.00 60.35 1.025 31.12 2E 6.00 -0.433 TYPE L COPPER TUBE 150 12.10 0 8.00 1.315 185 Meter -2.00 60.35 31.12 190 2.00 psi -2.00 62.36 190 0.00 -2.00 0.00 62.36 1.50 0.00 0.03366 20.00 0.776 200 0.00 -6.00 0.00 64.87 1.505 31.12 B 3.06 1.732 TYPE L COPPER TUBE 150 5.61 0 23.06 2.508 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve APPROVED Riverside County Fire Department Office of the Fire Marshal Fire - Fire Sprinkler Hydraulics Calculation Program Eli%Agly�_ ,ia2°„ m M. By. Living Water Designs 9 °"'�R4nnar Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Fire Safety Specia Is Rwinscot Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 7.05 psi HMD Actual Flow: 13.01 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 512.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.051 gpm/ft2 Application Average Area Per Sprinkler: 256.00 ft2 Sprinkler Flow: 26.12 gpm Average Sprinkler Flow: 13.06 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 180 - 185 ) 12.10 ft/sec Maximum Velocity Pressure ( In Pipe 180 - 185) 0.99 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0074 psi Actual Average Nodal Pressure Imbalance: 0.0046 psi Actual Maximum Nodal Flow Imbalance: -0.0034 gpm Actual Average Nodal Flow Imbalance: 0.0004 gpm Overall Network Summary Number Of Unique Pipe Sections: 32 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 60.20 gal Sprinkler Flow: 26.12 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 64.87 psi Demand Flow At System Inflow Node: 31.12 gpm APPROVED Riverside County Fire Department Office of the Fire Marshal Fire - Fire Sprinkler Hydraulics Calculation Program Eli�Ag ��ia2m n. By. Living Water Designs o 1-11, lnnar Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Fire Safety Specla Is Rwinscot Hydraulic Supply/Demand Graph 100 90 80 74 _ 70 Q 60 L � D ' 50 N / 40 30 8 20 i 10 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Flowrate(x100) gpm Supply Curve Data Static Pressure: 74 psi Test Residual Pressure: 66.6 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 64.87 psi Calculated Flow Rate: 31.12 gpm Excess Available Residual Pressure At Calculated Flow: 2.71 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi APPROVED Riverside County Fire Department Office of the Fire Marshal - Fire - Fire Sprinkler Hydraulics Calculation Program gy.Elii%Ag ° Roe I n. Living Water Designs _ _ Singer Prescott, AZ 86301 Page 1 General Project Data Report Fire Safety Specla Is Rwinscot General Data Project Title: Singer Project File Name: Singer..fiw Designed By: Chad Ryan Date: 4/9/22 Code Reference: Approving Agency: Client Name: Phone: Address: City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 2 Building Owner: Contact at Building: Phone at Building: Address Of Building: 81501 Baffin Ave City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 324 ftz Maximum Area Per Sprinkler: 324 ftz Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: TYCO Model: 2236 Size: 7/16 Temperature Rating: 175 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 74.00 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 66.60 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 43.93 psi Available Residual Pressure At 70.62 psi System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 12.05 psi Minimum Desired Flow Density: 0.05 gpm/ftz Number Of Active Nodes: 30 Number Of Active Pipes: 31 Number Of Inactive Pipes: 169 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 APPROVED Riverside County Fire Department Office of the Fire Marshal _ Fire - Fire Sprinkler Hydraulics Calculation Program gy.Elii%Ag °Roe I n. Living Water Designs _ _ Inger Prescott, AZ 86301 Page 2 Fire Sprinkler Output Data Fire Safety Specla Is Rwinscot Overall Pipe Output Data q (gpm) F. L./ft Pipe -Len. Beg. Nodal Spk/Hose Residual Nom. Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit -Len. End. KFactor Discharge Pressure Inside Dia. PE -(psi) (feet) Velocity Fittings Tot -Len. Node (K) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 5 4.90 10.00 17.01 12.05 0.75 17.01 0.15529 0.50 1.165 6 0.00 10.50 0.00 13.00 0.874 17.01 E 7.00 -0.217 CPVC 150 9.10 0 7.50 0.948 2 0.00 14.50 0.00 15.56 1.00 0.00 0.00000 14.50 0.000 22 0.00 14.50 0.00 15.56 1.101 0.00 T 5.00 0.000 CPVC 150 0.00 0 19.50 0.000 4 0.00 14.50 0.00 15.56 0.75 0.00 0.00000 2.00 0.000 22 0.00 14.50 0.00 15.56 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 5.00 0.000 22 0.00 14.50 0.00 15.56 1.00 0.00 0.00000 15.00 0.000 24 0.00 14.50 0.00 15.56 1.101 0.00 FT 6.00 0.000 CPVC 150 0.00 0 21.00 0.000 24 0.00 14.50 0.00 15.56 1.00 3.36 0.00252 80.00 0.342 26 0.00 11.50 0.00 16.51 1.101 3.36 6F5E3T 56.00 -1.299 CPVC 150 1.13 0 136.00 -0.957 26 0.00 11.50 0.00 16.51 1.00 7.61 0.01139 21.00 0.455 28 0.00 11.50 0.00 16.06 1.101 7.61 2FE2T 19.00 0.000 CPVC 150 2.56 0 40.00 0.455 6 0.00 10.50 0.00 13.00 0.75 0.00 0.15529 5.50 3.494 28 0.00 11.50 0.00 16.06 0.874 17.01 2ET 17.00 -0.433 CPVC 150 9.10 0 22.50 3.061 24 0.00 14.50 0.00 15.56 1.00 0.00 0.00252 78.50 0.306 32 0.00 20.50 0.00 13.27 1.101 3.36 5F4E2T 43.00 -2.598 CPVC 150 1.13 0 121.50 -2.292 26 0.00 11.50 0.00 16.51 1.00 4.24 0.00387 83.50 0.648 32 0.00 20.50 0.00 13.27 1.101 4.24 6F9E3T 84.00 -3.897 CPVC 150 1.43 0 167.50 -3.249 28 0.00 11.50 0.00 16.06 1.00 9.40 0.01684 32.50 1.103 32 0.00 20.50 0.00 13.27 1.101 9.40 2F3E2T 33.00 -3.897 CPVC 150 3.17 0 65.50 -2.794 8 0.00 14.50 0.00 19.22 0.75 0.00 0.00000 9.50 0.000 34 0.00 14.50 0.00 19.22 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 12.50 0.000 10 0.00 14.50 0.00 19.22 0.75 0.00 0.00000 7.00 0.000 34 0.00 14.50 0.00 19.22 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 8.00 0.000 APPROVED Riverside County Fire Department Office of the Fire Marshal _ Fire - Fire Sprinkler Hydraulics Calculation Program gy.Elii%Ag °Roe I n. Living Water Designs __ �Rynnar Prescott, AZ 86301 rr. Page 3 Fire Sprinkler Output Data Fire Safety Specla Is Rwinscot Overall Pipe Output Data (cont'd) q (gpm) F. L./ft Pipe -Len. Beg. Nodal Spk/Hose Residual Nom. Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit -Len. End. KFactor Discharge Pressure Inside Dia. PE -(psi) (feet) Velocity Fittings Tot -Len. Node (K) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 34 0.00 14.50 0.00 19.22 0.75 0.00 0.00000 2.00 0.000 35 0.00 14.50 0.00 19.22 0.874 0.00 E 7.00 0.000 CPVC 150 0.00 0 9.00 0.000 32 0.00 20.50 0.00 13.27 1.00 0.00 0.05044 31.50 3.355 36 0.00 14.50 0.00 19.22 1.101 17.01 2F4ET 35.00 2.598 CPVC 150 5.73 0 66.50 5.953 35 0.00 14.50 0.00 19.22 1.00 0.00 0.00000 50.50 0.000 36 0.00 14.50 0.00 19.22 1.101 0.00 4F2E2T 28.00 0.000 CPVC 150 0.00 0 78.50 0.000 30 0.00 10.50 0.00 31.22 1.00 0.00 0.00000 77.00 0.000 38 0.00 0.00 0.00 35.76 1.101 0.00 4F7ET 58.00 4.547 CPVC 150 0.00 0 135.00 4.547 38 0.00 0.00 0.00 35.76 1.25 0.00 0.00000 3.00 0.000 40 0.00 -2.00 0.00 36.63 1.265 0.00 2E 6.00 0.866 TYPE L COPPER TUBE 150 0.00 0 9.00 0.866 36 0.00 14.50 0.00 19.22 1.00 0.00 0.05044 55.00 6.053 42 0.00 10.50 0.00 27.00 1.101 17.01 6F7E2T 65.00 1.732 CPVC 150 5.73 0 120.00 7.785 40 0.00 -2.00 0.00 36.63 1.50 0.00 0.00000 32.00 0.000 44 0.00 -2.00 0.00 36.63 1.453 0.00 F 6.00 0.000 HDPE SDR-9 150 0.00 0 38.00 0.000 44 0.00 -2.00 0.00 36.63 1.25 0.00 0.00000 3.00 0.000 46 0.00 0.00 0.00 35.76 1.265 0.00 2E 6.00 -0.866 TYPE L COPPER TUBE 150 0.00 0 9.00 -0.866 42 0.00 10.50 0.00 27.00 1.00 0.00 0.05044 45.50 3.607 47 0.00 10.50 0.00 30.61 1.101 17.01 5F3E 26.00 0.000 CPVC 150 5.73 0 71.50 3.607 46 0.00 0.00 0.00 35.76 1.00 0.00 0.00000 61.50 0.000 48 0.00 10.50 0.00 31.22 1.101 0.00 7F2ET 26.00 -4.547 CPVC 150 0.00 0 87.50 -4.546 47 0.00 10.50 0.00 30.61 1.25 0.00 0.01599 26.00 0.607 48 0.00 10.50 0.00 31.22 1.394 17.01 3FT 12.00 0.000 CPVC 150 3.58 0 38.00 0.607 48 0.00 10.50 0.00 31.22 1.25 0.00 0.01599 5.00 0.208 100 0.00 10.50 0.00 31.43 1.394 17.01 E 8.00 0.000 CPVC 150 3.58 0 13.00 0.208 APPROVED Riverside County Fire Department Office of the Fire Marshal _ Fire - Fire Sprinkler Hydraulics Calculation Program gy.Elii%Ag °Roe I n. Living Water Designs _ _ Singer Prescott, AZ 86301 MU Page 4 Fire Sprinkler Output Data Fire Safety Specla Is Rwinscot Overall Pipe Output Data (cont'd) q (gpm) F. L./ft Pipe -Len. Beg. Nodal Spk/Hose Residual Nom. Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit -Len. End. KFactor Discharge Pressure Inside Dia. PE -(psi) (feet) Velocity Fittings Tot -Len. Node (K) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 100 0.00 10.50 0.00 31.43 1.25 0.00 0.01599 10.50 0.480 125 0.00 0.00 0.00 36.45 1.394 17.01 2FEC 19.50 4.547 CPVC 150 3.58 0 30.00 5.026 125 0.00 0.00 0.00 36.45 1.25 0.00 0.02565 1.00 0.180 140 0.00 0.00 5.00 36.63 1.265 17.01 T 6.00 0.000 TYPE L COPPER TUBE 150 4.34 0 7.00 0.180 140 0.00 0.00 5.00 36.63 1.25 5.00 0.04132 4.00 0.545 160 0.00 -3.00 0.00 38.48 1.265 22.01 3EG 9.20 1.299 TYPE L COPPER TUBE 150 5.62 0 13.20 1.844 160 0.00 -3.00 0.00 38.48 2.00 0.00 0.00710 250.00 1.826 180 0.00 -3.00 0.00 40.30 1.816 22.01 F 7.00 0.000 HDPE SDR-9 150 2.73 0 257.00 1.826 180 0.00 -3.00 0.00 40.30 1.00 0.00 0.11512 2.00 0.921 185 0.00 -2.00 0.00 40.79 1.025 22.01 2E 6.00 -0.433 TYPE L COPPER TUBE 150 8.56 0 8.00 0.488 185 Meter -2.00 40.79 22.01 190 1.00 psi -2.00 41.79 190 0.00 -2.00 0.00 41.79 1.50 0.00 0.01773 20.00 0.409 200 0.00 -6.00 0.00 43.93 1.505 22.01 B 3.06 1.732 TYPE L COPPER TUBE 150 3.97 0 23.06 2.141 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve APPROVED Riverside County Fire Department Office of the Fire Marshal Fire - Fire Sprinkler Hydraulics Calculation Program Eli%Agly�_ ,ia2°„ m M. By. Living Water Designs 9 °"'�R4nnar Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Fire Safety Specia Is Rwinscot Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 5 HMD Actual Residual Pressure: 12.05 psi HMD Actual Flow: 17.01 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 324.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.052 gpm/ft2 Application Average Area Per Sprinkler: 324.00 ft2 Sprinkler Flow: 17.01 gpm Average Sprinkler Flow: 17.01 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 6 - 28 ) 9.10 ft/sec Maximum Velocity Pressure ( In Pipe 6 - 28) 0.56 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0000 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: 0.0029 gpm Actual Average Nodal Flow Imbalance: 0.0003 gpm Overall Network Summary Number Of Unique Pipe Sections: 31 Number Of Flowing Sprinklers: 1 Pipe System Water Volume: 61.74 gal Sprinkler Flow: 17.01 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 43.93 psi Demand Flow At System Inflow Node: 22.01 gpm APPROVED Riverside County Fire Department Office of the Fire Marshal Fire - Fire Sprinkler Hydraulics Calculation Program Eli�Ag ��ia2o m n. Living Water Designs By. 1-11, lnnar Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Fire Safety Specla Is Rwinscot Hydraulic Supply/Demand Graph 100 90 80 74 70 Q 60 L D 50 N d 40 i 30 8 20 i 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Flowrate(x100) gpm Supply Curve Data Static Pressure: 74 psi Test Residual Pressure: 66.6 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 43.93 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 26.69 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi APPROVED Riverside County Fire Department Office of the Fire Marshal - Fire - Fire Sprinkler Hydraulics Calculation Program gy.Elii%Ag ° Roe I n. Living Water Designs _ _ Singer Prescott, AZ 86301 Page 1 General Project Data Report Fire Safety Specla Is Rwinscot General Data Project Title: Singer Project File Name: Singer..fiw Designed By: Chad Ryan Date: 4/9/22 Code Reference: Approving Agency: Client Name: Phone: Address: City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 3 Building Owner: Contact at Building: Phone at Building: Address Of Building: 81501 Baffin Ave City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ftz Maximum Area Per Sprinkler: 256 ftz Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model: 8464 Size: 7/16 Temperature Rating: 162 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 74.00 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 66.60 psi Calculated System Flow Rate: 31.34 gpm Calculated Inflow Residual Pressure: 63.77 psi Available Residual Pressure At 67.49 psi System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ftz Number Of Active Nodes: 31 Number Of Active Pipes: 32 Number Of Inactive Pipes: 168 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 APPROVED Riverside County Fire Department Office of the Fire Marshal Fire - Fire Sprinkler Hydraulics Calculation Program By.Eleb�gsc�R Living Water Designs __ �Rynnar Prescott, AZ 86301 AN.. - Page 2 Fire Sprinkler Output Data Fire Safety Specla Is Rwinscot Overall Pipe Output Data q (gpm) F. L./ft Pipe -Len. Beg. Nodal Spk/Hose Residual Nom. Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit -Len. End. KFactor Discharge Pressure Inside Dia. PE -(psi) (feet) Velocity Fittings Tot -Len. Node (K) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 7 4.90 14.00 13.01 7.05 0.75 13.01 0.09450 0.50 0.709 8 0.00 14.50 0.00 7.54 0.874 13.00 E 7.00 -0.217 CPVC 150 6.95 0 7.50 0.492 9 4.90 14.00 13.33 7.41 0.75 13.33 0.09898 0.50 0.742 10 0.00 14.50 0.00 7.93 0.874 13.33 E 7.00 -0.217 CPVC 150 7.13 0 7.50 0.526 2 0.00 14.50 0.00 20.75 1.00 0.00 0.00000 14.50 0.000 22 0.00 14.50 0.00 20.75 1.101 0.00 T 5.00 0.000 CPVC 150 0.00 0 19.50 0.000 4 0.00 14.50 0.00 20.75 0.75 0.00 0.00000 2.00 0.000 22 0.00 14.50 0.00 20.75 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 5.00 0.000 22 0.00 14.50 0.00 20.75 1.00 0.00 0.00000 15.00 0.000 24 0.00 14.50 0.00 20.75 1.101 0.00 FT 6.00 0.000 CPVC 150 0.00 0 21.00 0.000 24 0.00 14.50 0.00 20.75 1.00 0.00 0.00000 80.00 0.000 26 0.00 11.50 0.00 22.05 1.101 0.00 6F5E3T 56.00 1.299 CPVC 150 0.00 0 136.00 1.299 6 0.00 10.50 0.00 22.49 0.75 0.00 0.00000 5.50 0.000 28 0.00 11.50 0.00 22.05 0.874 0.00 2ET 17.00 -0.433 CPVC 150 0.00 0 22.50 -0.433 26 0.00 11.50 0.00 22.05 1.00 0.00 0.00000 21.00 0.000 28 0.00 11.50 0.00 22.05 1.101 0.00 2FE2T 19.00 0.000 CPVC 150 0.00 0 40.00 0.000 24 0.00 14.50 0.00 20.75 1.00 0.00 0.00000 78.50 0.000 32 0.00 20.50 0.00 18.16 1.101 0.00 5F4E2T 43.00 -2.598 CPVC 150 0.00 0 121.50 -2.598 26 0.00 11.50 0.00 22.05 1.00 0.00 0.00000 83.50 0.000 32 0.00 20.50 0.00 18.16 1.101 0.00 6F9E3T 84.00 -3.897 CPVC 150 0.00 0 167.50 -3.897 28 0.00 11.50 0.00 22.05 1.00 0.00 0.00000 32.50 0.000 32 0.00 20.50 0.00 18.16 1.101 0.00 2F3E2T 33.00 -3.897 CPVC 150 0.00 0 65.50 -3.897 8 0.00 14.50 0.00 7.54 0.75 0.00 0.09450 9.50 1.181 34 0.00 14.50 0.00 8.72 0.874 13.00 T 3.00 0.000 CPVC 150 6.95 0 12.50 1.181 APPROVED Riverside County Fire Department Office of the Fire Marshal _ Fire - Fire Sprinkler Hydraulics Calculation Program gy.Elii%Ag °Roe I n. Living Water Designs __ �Rynnar Prescott, AZ 86301 rr. Page 3 Fire Sprinkler Output Data Fire Safety Specla Is Rwinscot Overall Pipe Output Data (cont'd) q (gpm) F. L./ft Pipe -Len. Beg. Nodal Spk/Hose Residual Nom. Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit -Len. End. KFactor Discharge Pressure Inside Dia. PE -(psi) (feet) Velocity Fittings Tot -Len. Node (K) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 10 0.00 14.50 0.00 7.93 0.75 0.00 0.09898 7.00 0.792 34 0.00 14.50 0.00 8.72 0.874 13.33 F 1.00 0.000 CPVC 150 7.13 0 8.00 0.792 34 0.00 14.50 0.00 8.72 0.75 0.00 0.34874 2.00 3.139 35 0.00 14.50 0.00 11.86 0.874 26.34 E 7.00 0.000 CPVC 150 14.09 0 9.00 3.139 32 0.00 20.50 0.00 18.16 1.00 0.00 0.00000 31.50 0.000 36 0.00 14.50 0.00 20.75 1.101 0.00 2F4ET 35.00 2.598 CPVC 150 0.00 0 66.50 2.598 35 0.00 14.50 0.00 11.86 1.00 0.00 0.11328 50.50 8.893 36 0.00 14.50 0.00 20.75 1.101 26.34 4F2E2T 28.00 0.000 CPVC 150 8.88 0 78.50 8.893 30 0.00 10.50 0.00 45.55 1.00 0.00 0.00000 77.00 0.000 38 0.00 0.00 0.00 50.10 1.101 0.00 4F7ET 58.00 4.547 CPVC 150 0.00 0 135.00 4.547 38 0.00 0.00 0.00 50.10 1.25 0.00 0.00000 3.00 0.000 40 0.00 -2.00 0.00 50.97 1.265 0.00 2E 6.00 0.866 TYPE L COPPER TUBE 150 0.00 0 9.00 0.866 36 0.00 14.50 0.00 20.75 1.00 0.00 0.11332 55.00 13.599 42 0.00 10.50 0.00 36.09 1.101 26.34 6F7E2T 65.00 1.732 CPVC 150 8.88 0 120.00 15.331 40 0.00 -2.00 0.00 50.97 1.50 0.00 0.00000 32.00 0.000 44 0.00 -2.00 0.00 50.97 1.453 0.00 F 6.00 0.000 HDPE SDR-9 150 0.00 0 38.00 0.000 44 0.00 -2.00 0.00 50.97 1.25 0.00 0.00000 3.00 0.000 46 0.00 0.00 0.00 50.10 1.265 0.00 2E 6.00 -0.866 TYPE L COPPER TUBE 150 0.00 0 9.00 -0.866 42 0.00 10.50 0.00 36.09 1.00 0.00 0.11332 45.50 8.103 47 0.00 10.50 0.00 44.19 1.101 26.34 5F3E 26.00 0.000 CPVC 150 8.88 0 71.50 8.103 46 0.00 0.00 0.00 50.10 1.00 0.00 0.00000 61.50 0.000 48 0.00 10.50 0.00 45.55 1.101 0.00 7F2ET 26.00 -4.547 CPVC 150 0.00 0 87.50 -4.546 47 0.00 10.50 0.00 44.19 1.25 0.00 0.03591 26.00 1.365 48 0.00 10.50 0.00 45.55 1.394 26.34 3FT 12.00 0.000 CPVC 150 5.54 0 38.00 1.365 APPROVED Riverside County Fire Department Office of the Fire Marshal _ Fire - Fire Sprinkler Hydraulics Calculation Program gy.Elii%Ag °Roe I n. Living Water Designs _ _ Singer Prescott, AZ 86301 MU Page 4 Fire Sprinkler Output Data Fire Safety Specla Is Rwinscot Overall Pipe Output Data (cont'd) q (gpm) F. L./ft Pipe -Len. Beg. Nodal Spk/Hose Residual Nom. Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit -Len. End. KFactor Discharge Pressure Inside Dia. PE -(psi) (feet) Velocity Fittings Tot -Len. Node (K) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 48 0.00 10.50 0.00 45.55 1.25 0.00 0.03592 5.00 0.467 100 0.00 10.50 0.00 46.02 1.394 26.34 E 8.00 0.000 CPVC 150 5.54 0 13.00 0.467 100 0.00 10.50 0.00 46.02 1.25 0.00 0.03592 10.50 1.077 125 0.00 0.00 0.00 51.64 1.394 26.34 2FEC 19.50 4.547 CPVC 150 5.54 0 30.00 5.624 125 0.00 0.00 0.00 51.64 1.25 0.00 0.05763 1.00 0.403 140 0.00 0.00 5.00 52.05 1.265 26.34 T 6.00 0.000 TYPE L COPPER TUBE 150 6.73 0 7.00 0.403 140 0.00 0.00 5.00 52.05 1.25 5.00 0.07949 4.00 1.049 160 0.00 -3.00 0.00 54.40 1.265 31.34 3EG 9.20 1.299 TYPE L COPPER TUBE 150 8.00 0 13.20 2.348 160 0.00 -3.00 0.00 54.40 2.00 0.00 0.01366 250.00 3.512 180 0.00 -3.00 0.00 57.91 1.816 31.34 F 7.00 0.000 HDPE SDR-9 150 3.88 0 257.00 3.512 180 0.00 -3.00 0.00 57.91 1.00 0.00 0.22144 2.00 1.772 185 0.00 -2.00 0.00 59.25 1.025 31.34 2E 6.00 -0.433 TYPE L COPPER TUBE 150 12.19 0 8.00 1.339 185 Meter -2.00 59.25 31.34 190 2.00 psi -2.00 61.25 190 0.00 -2.00 0.00 61.25 1.50 0.00 0.03411 20.00 0.787 200 0.00 -6.00 0.00 63.77 1.505 31.34 B 3.06 1.732 TYPE L COPPER TUBE 150 5.65 0 23.06 2.519 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve APPROVED Riverside County Fire Department Office of the Fire Marshal Fire - Fire Sprinkler Hydraulics Calculation Program Eli%Agly�_ ,ia2°„ m M. By. Living Water Designs 9 °"'�R4nnar Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Fire Safety Specia Is Rwinscot Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 7 HMD Actual Residual Pressure: 7.05 psi HMD Actual Flow: 13.01 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 512.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.051 gpm/ft2 Application Average Area Per Sprinkler: 256.00 ft2 Sprinkler Flow: 26.35 gpm Average Sprinkler Flow: 13.17 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 34 - 35 ) 14.09 ft/sec Maximum Velocity Pressure ( In Pipe 34 - 35) 1.34 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0092 psi Actual Average Nodal Pressure Imbalance: 0.0069 psi Actual Maximum Nodal Flow Imbalance: 0.0061 gpm Actual Average Nodal Flow Imbalance: 0.0008 gpm Overall Network Summary Number Of Unique Pipe Sections: 32 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 63.36 gal Sprinkler Flow: 26.35 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 63.77 psi Demand Flow At System Inflow Node: 31.34 gpm APPROVED Riverside County Fire Department Office of the Fire Marshal Fire - Fire Sprinkler Hydraulics Calculation Program Elfeb%g F#,A#�ao, m . Living Water Designs By. 1— Rlnnar Prescott, AZ 86301 9 Page 6 Fire Sprinkler Output Data Fire Safety Specla Is Rwinscot Hydraulic Supply/Demand Graph 100 90 80 70 Q 60 L D 50 N 40 30 20 10 0 0.1 0.2 0.3 Supply Curve Data Static Pressure: 74 psi Test Residual Pressure: 66.6 psi Test Flow Rate: 33.6 gpm i i i i i /i i i i i� i i 0.4 0.5 0.6 0.7 0.8 0.9 1 Flowrate(x100) gpm Demand Curve Data Calculated Residual Pressure: 63.77 psi Calculated Flow Rate: 31.34 gpm Excess Available Residual Pressure At Calculated Flow: 3.72 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi DSSIGNS P.O Box 11951 480-295-5900 Prescott, Az 86304 www.livingwaterdesigns.net Project Singer Invoice Date Invoice # 9/24/2022 1 6439 Bill To JD Mechanical Fire Inc 82579 Fleming Way Ste D Indio, CA 92201 Terms Paid in Advance Description AB I As Built Fee CF-2 Calc Fee (2500 - 7500 sq ft) (2 or more calced areas) RDM Redesign Fee - installer eliminated loop which created another calc area Thank you! We appreciate your business! P.O. No. Qty I Rate Amount 4,0001 0.03 120.00 1 50.00 50.00 1 25.00 25.00 Payments/Credits Balance Due $0.00 $195.00 tqC00 Worldwide I www.tyco-fire.com Contacts RAPID RESPONSE Series LFII Residential 4.9 K-factor Pendent Sprinkler Wet Pipe Systems General Description TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers (TY2236) are decorative, fast response, frangi- ble bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. When aesthetics and optimized flow characteristics are the major con- sideration, the Series LFII Residential Sprinklers (TY2236) should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: • wet pipe residential sprinkler sys- tems for one- and two-family dwell- ings and mobile homes per NFPA 13D • wet pipe residential sprinkler sys- tems for residential occupancies up to and including four stories in height per NFPA 13R • wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13 The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings when used with one of the following: • A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 in. (15,9 mm) from the flush pendent position. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. • A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 in. (12,7 mm) from the flush pendent position. The adjustment provided by either Recessed Escutcheon reduces the accuracy to which the pipe drops to the sprinklers must be cut. The Series LFII Residential Sprinklers have been designed with heat sensi- tivity and water distribution charac- teristics proven to help in the control of residential fires and to improve the chance for occupants to escape or be evacuated. Corrosion -resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- spheres. Although corrosion -resistant coated sprinklers have passed the standard corrosion tests of the appli- cable Approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTICE The Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2236) described herein must be installed and maintained in compli- ance with this document and the appli- cable standards of the NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. NSFm 0 Sprinkler Identification Number (SIN) TY2236 TY2236 is a replacement for the TY2234. Technical Data Approvals UL and C-UL Listed Certified to all requirements of NSF/ANSI 61 Note: Sprinklers with a polyester finish are UL Listed as corrosion -resistant sprinklers. See the Design Criteria section for details on these approvals. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=4.9 gpm/psi'/2 (70,6 Ipm/bar'/2) Temperature Rating 155T (68°C) or 175°F (79°C) Finishes Natural Brass, Pure White Polyester Coated, Signal White Polyester Coated, Jet Black Polyester Coated, or Chrome Plated Page 1 of 4 SEPTEMBER 2020 TFP403 TFP403 Page 2 of 4 7/16" (11,1 mm) 1/2" ESCUTCHEON Components: NOMINAL NPT PLATE SEATING 1 Frame MAKE -IN SURFACE - 2 Button 3 - Sealing Assembly 1 4- Bulb 5 - Compression 2 Screw 2-1/4" 6 - Deflector* 3 p A (57,2 mm) 4 1-5/8" (41,3 mm) * Temperature 5 rating is L_ indicated on 6 Deflector. CROSS SECTION PENDENT 2-7/8" DIA. (73,0 mm) FX��' � WRENCH �W I STYLE E RECESSED CUTCHEON FLATS / RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2236) 2-7/8" DIA. _ (73,0 mm) 5/8" 15,9 mm (9,5±7,9 mm) 2-1/4" DIA. FLUSH FACE OF (57,2 mm) SPRINKLER MOUNTING FITTING PLATE �vo A F�� , MOUNTINGi SURFACE 1/8" (3,2 mm) CLOSURE TY2236 15/16" (23,8 mm) FIGURE 2 SERIES LFII RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 518 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON / WRENCH RECESS (END "A" USED FOR TY2236) FIGURE 4 W-TYPE 6 SPRINKLER WRENCH 2-7/8" DIA. (73,0 mm) 1/2" (12,7 mm (7,9±6,4 mm) 2-1/4" DIA. FLUSH FACE OF (57,2 mm) SPRINKLER MOUNTING FITTING � PLATE R MOUNTING SURFACE 1/8" (3,2 mm) CLOSURE TY2236 1-9/16" (39,7 mm) 1-1/16" (27,0 mm) FIGURE 3 SERIES LFII RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 5 W-TYPE 7 RECESSED SPRINKLER WRENCH TFP403 Page 3 of 4 WET PIPE SYSTEM Minimum Flow and Residual Pressure (2)(3) Maximum Coveragge Ordinary Temperature Rating Intermediate Temperature Rating Area ( f1 155°F (68°C) 175°F (79°C) Minimum Deflector to Installation Spacing Flow Pressure Flow Pressure ft x ft Ceiling Type ft (m x m) gpm psi gpm psi (m) (1/min) (bar) (1/min) (bar) 12 x 12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 1-1/4 in. to 4 in. Recessed us- 14 x 14 13 7.0 13 7.0 (4,3 x 4,3) (49,2) (0,48) (49,2) (0,48) Beamed Ceilings per ing either Style 15 or Style 20 8 16 x 16 13 7.0 13 7.0 (4,9 x 4,9) (49,2) (0,48) (49,2) (0,48) NFPA 13D or 13R 1-1/4 in. to Escutcheon or non -recessed Per NFPA 13D, (2,4) 18 x 18 17 12.0 17 12.0 (5,5 x 5,5) (64,3) (0,83) (64,3) (0,83) 1-3/4 in. below bottom of beam. 13R, or 13 20 x 20 20 16.7 20 16.7 Al x 6,1) (75,7) (1,15) (75,7) (1,15) Notes: 1. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement is based on minimum flow in gpm (Ipm) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. See Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2236) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA Physical Characteristics Frame .............................Brass Button ........................... Copper Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb (3 mm)........................ Glass Compression Screw ................. Bronze Deflector..........................Bronze Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers are UL and C-UL Listed for installation in accordance with this section. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufactur- er's recommendations that may be acceptable to the local authority having jurisdiction. System Types Per the UL Listing and the C-UL Listing, wet pipe systems may be utilized. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13, as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprin- kler flow rates are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of design sprinklers as specified in NFPA 13D or NFPA 13R. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A as a function of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/ft2 over the design area comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity Sprinklers are to be installed with a deflector -to -ceiling distance of 1 1/4 in. to 4 in. Sprinkler Spacing The minimum spacing between sprin- klers is 8 ft (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A) being hydraulically calcu- lated, for example, maximum 12 ft for a 12 ft x 12 ft coverage area, or 20 ft for a 20 ft x 20 ft coverage area. TFP403 Page 4 of 4 Installation TYCO RAPID RESPONSE Series LFII Residential 4.91K Pendent and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm). A leak -tight 1/2 in. NPT sprinkler joint should be obtained by apply- ing a minimum -to -maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N•m). Higher levels of torque can distort the sprin- kler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch- eon Plate by under- or over- tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accor- dance with the following instructions. Step 1. Install pendent sprinklers in the pendent position with the deflector par- allel to the ceiling. Step 2. With pipe thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench, as shown in Figure 4. With reference to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with the following instructions. Step A. Install the recessed pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step B. After installing either the Style 15 or the Style 20 Mounting Plate over the sprinkler threads, and with pipe thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench, as shown in Figure 5. With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step D. After the ceiling has been installed, or the finish coat has been applied, slide on either the Style 15 Closure or the Style 20 Closure over the Series LFII Residential Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance TYCO RAPID RESPONSE Series LFII Residential 4.91K Pendent and Recessed Pendent Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non - operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. Seethe Installation section. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSO- CIATION, such as NFPA 25, in addi- tion to the standards of any authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Series LFII 4.9K Residential Pendent Sprinkler (TY2236), (specify temperature rating), with (specify) finish, P/N (specify): 155°F(68°C) Natural Brass ................. 51-212-1-155 Pure White (RAL 9010) Polyester', 2 .................. 51-212-3-155 Signal White (RAL 9003) Polyester' .................... 51-212-4-155 Jet Black (RAL 9005) Polyester' .................... 51-212-5-155 Chrome Plated ................ 51-212-9-155 175°F(79°C) Natural Brass ..................51-212-1-175 Pure White (RAL 9010) Polyesters, 2 .................. 51-212-3-175 Signal White (RAL 9003) Polyester' .................... 51-212-4-175 Jet Black (RAL 9005) Polyester' .................... 51-212-5-175 Chrome Plated ................ 51-212-9-175 1. UL Listed as corrosion -resistant. 2. Eastern Hemisphere sales only. Recessed Escutcheon Specify: Style 15 Escutcheon with (specify*) finish, P/N (specify*) or Style 20 Recessed Escutcheon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770. Sprinkler Wrenches Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 1400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 O 2019 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; TEFLON Is a reglstered tratlemark of DuPont Johnson 01,to Controls Page : 1 of 8 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/bar'/Z) 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. Document No. U085167 Date : Nov/20/2019 TECHNICAL DATA Approvals: cUL„5 Listed 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/psi112 (70.6 LPM/bar112) 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 175eF (79°C): White 205°F (96°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72eC): White -Colored Mark Vertical Adjustment: 112 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 OPERATION Page : 2 of 8 NEEial Marking 3 Lot No. Year of Manufacture SIN : SS8464 r= 1 K-Factor : K4.9 ¢ Temperature Rating: 162'F/72 C 5 or 175`F/79 C 2 UL Mark or 205F/96'C Control No.: 6P37 ALS Mark : NSF 61 /372 RES SPKR 1� Body (Copper Alloy) ® Deflector(Phosphorus Bronze) ® Gasket (PTFE) 2-5/8" ( 0 68mm) ® Fusible Metal (Solder) or 3-1/4" ( 0 83mm) ® Heat Collector (Copper) or 2-5/8-sauare 69mm (V Cover Plate Assembly FIGURE 1. Model RC-RES K=4.9 Marking (Deflector) SIN : SS9464 K-factor K4.9 Color Code Temperature Rating 162'F/72'C ,o or I75F/79'C L!L Mark or 205'F/96'C 0 0 -I o am CM 0 0 .e COVER PLATE SPRINKLER (Top view) (Bottom view) FIGURE 1-1. Marking (Color Code) In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is 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) Normal Condition Cover Plate Operation Sprinkler Operation Water Discharge FIGURE 2. OPERATION P' • qure is forpurposes only) Document No. U085167 Date : Nov/2012019 Page : 3 of 8 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not 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 airpressure 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)'� 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) Document No. U085167 Date : Nov/20/2019 Page : 4 of 8 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. 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 Intermediate Intermediate Maximum Maximum Temperature Rating Temperature Rating Temperature Rating Minimum Covera e Spacing 162°F (72°C) 175°F (79°C) 205°F (96°C) Deflector Installation Spacing Area(a� to Flow Pressure(b) Flow(b) Pressure Flow Pressure(b)Type Ft. X Ft. Ft. Ceiling Ft. (m Xm) (m) GPM PSI GPM PSI GPM PSI (m) (LPM) (bar) (LPM) (bar) (LPM) (bar) 12X12 12 13 7.0 13 7.0 13 7.0 Smooth (3.7X3.7) (3.7) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Ceilings 3/8 to 7/8 1014 14 13 7.0 13 7.0 13 7.0 Inches. (4.343) (4.3) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Beamed Ceilings 16X16 16 13 7.0 13 7.0 per NFPA 8 (4.949) (4.9) (49.2) (0.48) (49.2) (0.48) 13D, 13R Concealed (2.4) or 13 Installed in 18X18 18 17 12.0 17 12.0 beam (5.5X5.5) (5.5) (64.4) (0.83) (64.4) (0.83) 3/8 to 7/8 inches below 20X20 20 21 18.4 21 18.4 bottom of (6.1 X6.1) (6.1) (79.5) (1.27) (79.5) (1.27) beam. (a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. Sprinkler Spacin_p 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) Document No. U085167 Date : Nov/20/2019 Page : 5 of 8 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 112 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. 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. Make a Space Here Do Not Ave. 1/4' ($.4mm) over Tighten Min. 1 /8" 32m LNR-H r EVertical m A 'ustment i N et E Nw Mounting SurfaceMounting 2-3/8" (�88rnm)atchet SurfaceCeiling Hole diameter CORRECT INCaRRECT —�� FIGURE 3. INSTALLATION FIGURE 4. RATCHET & SOCKET Document No. U085167 Date : Nov/20/2019 Hook up Sprinkler Head Protective Cep T 1 i I Cap Remover RC I i I i f Pull down Step I Step 2 Step 3 FIGURE 5. PROTECTIVE CAP REMOVAL E E 00 R r.� Cover Pula Assembly 2-5/8" 68mm) or 3-114" (d 83mm) or 2-5.8"square (068mm) FIGURE 6. INSTALLATION (COVER PLATEASSEMBLY) ]NCORREC7 CORRECT1 INCORRECT FIGURE 7. INSTALLATION (CORRECT and INCORRECT) Page : 6 of 8 Document No. U085167 Date : NoW20/2019 Page : 7 of 8 CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 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 TABLEA "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. Document No. U085167 Date : Nov/20/2019 Page : 8 of 8 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 (0 68mm) or 3-1/4 inch (0 83mm) 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 0 0 - - - - - - 0 0 3-1/4" Round, 140°F 0 0 0 0 0 0 0 0 0 0 2-5/8" Square, 140°F 0 - - - - - - - 0 0 2-5/8" Round, 162°F 0 - - - - - - - 0 0 3-1/4" Round, 162°F 0 - - - - - - - 0 0 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 Document No. U085167 Date : Nov/20/2019 •ssATER Residential Connection Qharge_Estimate Q�snst March 9, 2021 Customer Name: Andrew Singer Phone No. (619) 838-4650 Parcel No. 767-710-018 Geo. 06-07-10-3 Address: 81501 Baffin Ave., La Quinta LID: 863724 Block No. Lot No. 105E Size of lot: 0 sq. ft_ Tract No. 33076-2 Type of Service: Yp R-1: 121 Duplex: � Triplex: Apts: SWSC: $ - Acres: 0 SWSC: $0.00 /acre WSBFC: $ - SCC: $ 2,436.00 Treatment: $2,436/edu Collection: $2,415/edu Meter: $ 500.00 Meter Size: 1 1/2 inch Meter surcharge: $ 8,621.00 Service Size: 2 inch Service: $ - Meter & Service: $ - Backflow: $ - Other: $ - Sewer Lateral: $ - Total: $ 11,557.00 Tract No. 33076-2, Madison Club. Dwg. 34548 a 2" srvc exists. Dwg. 34565 a 4" lat exists. Per special agreement no WSBFC. Collect only TFC of SCC. SWSC was paid by promissory note. PZ 21-11880 by: Date: s Technician: Ruben Montiel Fees Approved information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection** Max. Flow= 41 9Pm Max. Flow*= 33.6 9Pm Min. Pressure= 46 psi Inlet Pressure 1= 74.03 PSI Fire Sp rinkler Demand* Outlet Pressure= 68.97 psi Max. Flow= 33.6 gpm Min. Pressure= 66 psi Meter Size = 1 1/2 inch System Type: la Service Size- 2 inch Multi Stand Alone 1 Prior to Pressure Reaulatina Valve ** For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connedion Pipe=L', Meter Stop, Meter, Check Valve & Shut Off Valve Calculations: Fes$►p 1 1/2 " METER 2 " SERVICE Pz= Lake Cahuiila ��,� �►• RQ� �, 74.03 > 60 psi HGL= 145 l) r= 1.59 RES.#= 6725 = C 58 ��H'y ' etc: 3.46 L-jRES./HT= 32 * Po= * 68.97 > 66 psi PROP_ ELEV.= -10 aPJ, 33.60 GPM Ps is OK �lpf�F CA �EO� OK a provide service S/D TRY: Fire Sprinkler Demand Appoved b dA ate, a The meter sizing is for plan check purposes only. The ultimate responsibility resides with the Engineer -of- ord for the prole . CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org May 13, 2022 J D Mechanical Fire Inc 82579 Fleming Way #D Indio, CA 92201 Re: Residential Fire Sprinkler Plan Review — SINGER RESIDENCE FSS2022-0170 / 81501 BAFFIN 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 16 RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD ai�Cv uGKCv THIS CARD IS TO REMAIN ON SITE AT ALL TIMES.—CALIFORNIA! INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 81501 BAFFIN AVE PERMIT#: FSS2022-0170 AT ED: 5/13/2022 DESCRIPTION: SINGER RESIDENCE CONTRACTOR: J D MECHANICAL FIRE INC 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 IF Deluge/pre-action SPRINKLER U.G. Final EF Thrust block pre -pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final IF Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final IF 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 IF 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 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. 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131