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FSS2022-0171Description: POLITIS / FIRE SPRINKLERS / BRES2020-0311 Type: FIRE SPRINKLER (WEB) Subtype: RESIDENTIAL - CUSTOM Status: FINALED Applied: 4/12/2022 ECON HOMES Approved: 5/13/2022 KHET Parcel No: 767710010 Site Address: 53673 FREMONT WY LA QUINTA,CA 92253 Subdivision: TR 33076-2 Block: Lot: 97 Issued: 6/1/2022 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 2/7/2023 LRO Valuation: $10,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 251- 31 I� 19 i Applied to Approved Approved to Issued Issued to Finaled = 111111111 111 11111111 1111111ff"W-�i maillmll'. •Lllelkelcym 7CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT EXPIRED AS OF 11/30/22 (6 MOS FROM DATE OF LAST APPROVED INSPECTION). ADDED EXTENSION FEE OF $88 AND EXTENDED PERMIT TO 1/27/23 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION NOTE JOSE DELGADO 1/26/2023 1/31/2023 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 Printed: Friday, April 07, 2023 8:32:43 AM 1 of 4 WsYsrEMS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT J D MECHANICAL FIRE INC 82579 FLEMING WAY INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC SUITE D AL.CO CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC SUITED I I I I I IAL.CO OWNER PETER POLITIS 930 MANATI MIAMI FL 1 33146 1 (760)775-6220 FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE PERMIT EXTENSION (ADMIN 101-0000-42420 0 $88.00 $88.00 1/30/23 WEB14200 806028093 CREDIT 1020141 ECON PROCESSING) FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42421 0 $333.00 $333.00 6/1/22 WEB11956 637451033 ECHECK 1020141 ECON 95 FAMILY DETACHED FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42420 0 $250.00 $250.00 6/1/22 WEB11956 637451033 ECHECK 1020141 ECON 95 FAMILY DETACHED PC Total Paid for FIRE FEES: $671.00 $671.00 RECORDS 101-0000-42416 0 $11.00 $11.00 6/1/22 WEB11956 637451033 ECHECK 1020141 ECON MANAGEMENT FEE 95 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 6/1/22 WEB11956 637451033 ECHECK 1020141 ECON ENHANCEMENT FEE 95 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 dftTOTALj1imw87.00 $687.00 AM • • SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES 0 Printed: Friday, April 07, 2023 8:32:43 AM 2 of 4 CRWSYSTEMS APPROVED OVERHEAD ROUGH LIN 6/3/2022 6/3/2022 W/EXCEPTIO AS BUILTS REQUIRED PIPING N OVERHEAD HYRO LIN 6/3/2022 6/3/2022 APPROVED FIRE FINAL" LRO 2/1/2023 2/1/2023 NOT READY FIRE FINAL" LRO 2/7/2023 2/7/2023 APPROVED REVIEWS RETURNED 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 BOND INFORMATION Attachment Type CREATED OWNER 7DIESIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 4/12/2022 Etrakit Contractor 1STITTAL 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 1ST SUBMITTAL DOC 4/12/2022 Etrakit Contractor HYDRAULIC CALCS AREA AREA 3.pdf 1 3 Printed: Friday, April 07, 2023 8:32:43 AM 3 of 4 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST SUBMITTAL DOC 4/12/2022 Etrakit Contractor HYDRAULIC CALCS AREA AREA 4.pdf 1 4 1ST SUBMITTAL DOC 4/12/2022 Etrakit Contractor HYDRAULIC CALCS AREA AREA 5.pdf 1 5 DOC 4/12/2022 Etrakit Contractor 1ST SUBMITTAL PLAN POLITIS FS PLAN 1-2.pdf 1 DOC 4/13/2022 Etrakit Contractor 1ST SUBMITTAL CVWD 21-11813.pdf 1 Handwritten_2023-01- Handwritten_2023-01- DOC 1/31/2023 JOSE DELGADO 0 31 081639.pdf 31 081639.pdf FSS2022-0171- FSS2022-0171- DOC 5/13/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 5/13/2022 KOHL HETRICK FSS2022-0171- COA FSS2022-0171- COA 1 AND JOB CARD.pdf AND JOB CARD.pdf Printed: Friday, April 07, 2023 8:32:43 AM 4 of 4 WsYsrEMS NOTES H ALL SYSTEM PIPING ME FITTINGS SHALL BE NEW AND UL. LISTED. ALL CPVC IS BLASHASTER OR SPEARS UNLESS NOTED OTHERWISE. ALL COPPER IS TYPE 'L' U11ESS METED OTIERWISE 2) SECURE PIPING TO TOM OF CEILING JOIST OR OIiToN CIQRO OF TRUSS, USE APPROVED PIPE STRAPS AND SCREWS, 3) SPRIBNLERS ARE PERMITTED TO BE PAINTED AT THE FACTORY ONLY, ANY SPRINKLER THAT HAS BEEN PANTED OUTSIDE THE FACTORY MUST BE REPLACED WITH A NEW LISTED SPRINKLER PER NFPA. 13D. 4) HANGER EPACNNi SHALL BE IN ACCORDANCE WITH NE.PA. 13 6 13D. MAXIMUM OF G'-O' BETWEEN HANGERS FOR V PIPING MAXIMUM OF 6'-6' FOR 1-1/4' PIPING. MAXIMUM OF 12' FEN SPRINKLER HEADS FOR 1' PIPE, MAXIMUM OF 6' FROM SPRINKLER HEADS FOR 3/4' PIPE, 6) ALL PENETRATIONS TIRE IN FIREWALLS AND CEILINGS BETWEEN ATTACHED GARAGES AND RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TU MAINTAIN THE INTEGRITY OF THE FIREWALL. 6) SPRINKLERS MUST BE INSTALLED ACCORDING TO THE SPACING PARANETERS THAT HAVE BEEN HYDRAULICALLY PROVEN, BUT MAY NOT BE IN THE EXACT LOCATIONS SHOWN IN PLAN, 1) DRILLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH THE CDC 8) CONTRACTOR/OWNER IS RESPONSIBLE FOR THE INSTALLATION OF ALL UNDERGROUND PIPING 11 SYSTEM IS DESIGNED AND INSTALLED PER NFPA. ONE, AND THE AUTHORITY HAVING JURISDICTION ID) FINAL APPROVAL OF SYSTEM PENDING FINAL INSPECTION BY THE AUTHORITY HAVING JURISDICTION 11) NAIL PLATES ARE REQUIRED IN ACCORDANCE WITH THE CALIFOMIA PLUMBING CODE. SPRINKLER HEAT ZONES HEAT SOURCE KABILACE p b 6 b4 I'-6 tl-Y FLIQ b-P 6 b9 H-b R-S P 0 R 6 D'-6 tl-t o'-S tl-t R b- WATERmMETER INSTALLATION DETAIL -AIM �I a.,E V.iVE 6 CWC DmNG FRICTION LOSS 3/4' I' I 1/4' 1 I/Y Y aa. r.rnxca rv< x"�o ui '� V aw r.srtau sac Kan "'a'r: °zxzv srsz ozo. 4" MINIMUM DRUM WALLS 45 EIB:Yw I I 2 1 2 / B' MINIMUM BETWEEN HEADS lEE PUN DESIGN IS IN ACCNRDANCE ALL PIPE SIZES ARE 3/4' COMPARTMENTS WITH ONE HEAD TEE BRMNCH 3 5 6 8 10 e WITH THE 2019 CRC & CFC UNLESS NOTED OTHERWISE 9' MAXINUN FROM WALLS DO ELAW ) 'I 6 9 11 ALL OTHER CONPARTMENTS LEVEL I 01 rs 8' MA%INUN FROM MALLS ANDIME - ROW iHPOUGH (6TRNGNPRUN), 16' MA%IMUM BETWEEN HEADSXLER a -war caoss emrvcs. HAVE Q Q BEEN CALCUUIEG AS 2 FIIIING6. we °°"'a r"10101 �'"`" a+c s.0 rurtv mw ..rt wwrn oouac rams sw m< xwsn 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 & 13D, MAXIMUM OF 6'-0" BETWEEN HANGERS FOR 1" PIPING. MAXIMUM OF 6'-6" FOR 1-1/4" PIPING. MAXIMUM OF 12" FROM SPRINKLER HEADS FOR 1" PIPE. MAXIMUM OF 6" FROM SPRINKLER HEADS FOR 3/4" PIPE. 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 FIREWALL, 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 ALL UNDERGROUND PIPING. 9) SYSTEM IS DESIGNED AND INSTALLED PER N,F,P,A, 13D, AND THE AUTHORITY HAVING JURISDICTION. 10) FINAL APPROVAL OF SYSTEM PENDING FINAL INSPECTION BY THE AUTHORITY HAVING JURISDICTION. 11) NAIL PLATES ARE REQUIRED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. SPRINKLER HEAT ZONES HEAT SOURCE EDGE OF SOURCE TO ORDINARY INTERMEDIATE TEMP. SPRK. TEMP. SPRK. SIDE OF OPEN OR 3'-0" 1'-0" RECESSED FIREPLACE FRONT OF RECESSED 5'-Y' 3'-0" FIREPLACE COAL- OR WOOD- 3,4, 1'-0" BURINING STOVE KITCHEN 1,4, 0'-9" RANGE WALL 114" 0'4" OVEN HOT AIR 1'-61 0'-9" FLUES INSULATED 1,4, 0'-9" HEAT DUCTS UNINSULATED HOT WATER PIPES SIDE OF CEILING- OR WALL- MOUNTED HOT AIR DIFFUSERS FRONT OF WALL -MOUNTED HOT AIR DIFFUSERS HOT WATER HEATER OR FURNACE LIGHT FIXTURE OW - 250W LIGHT FIXTURE 250W - 499W MINIMUM DISTANCE FROM THE CENTER OF CEILING FANS = 3' MINIMUM DISTANCE FROM SURFACE MOUNTED LIGHTS = 3' FREEZE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH N,F,P,A, 13D SECTION 73, (SYSTEM MEETS SECTION 9,11) O = HYDRAULIC NODE POINT FLOW THROUGH (STRAIGHT RUN), 4-WAY CROSS FITTINGS, HAVE BEEN CALCULATED AS 2 FITTINGS. 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. DESIGN IS IN ACCORDANCE WITH THE 2019 CRC & CSC AREA 5-2 @ 16 X 16 PSI REQ 61.56 GPM REQ 31.27 ALL PIPE SIZES ARE 3/4" UNLESS NOTED OTHERWISE 4" MINIMUM FROM WALLS 8' MINIMUM BETWEEN HEADS COMPARTMENTS WITH ONE HEAD 9' MAXIMUM FROM WALLS ALL OTHER COMPARTMENTS 8' MAXIMUM FROM WALLS AND 16' MAXIMUM BETWEEN HEADS 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 1 7 1 7 1 8 1 9 1 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. AREA 4-2 @ 16 X 16 PSI REQ 50.06 GPM REQ 31.47 HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE P CPVC DOUBLE FASTENER STRAP TYPE HANGER HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE s3l 01yll[e]I= 9:LI=0amlF1►lei 21:4 HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE _I DOUBLE FASTENER STRAP TYPE HANGER GRAPHIC SCALE 0 5 10 20 ( IN FEET ) 3/16 inch = 1'-0" ]4 CU O W � CLI J fa Li J Q A LJ J Q Z CD v LI..I Z o LI..I Z 0 U U m U Cn Q Q CD m � U m � N Of Z m LEI O LLJ Y W � W N N m V) L' w O LL_ LLI o otf (/7 LEI J Y N 00 (� 00 (� u) J N o Lf7 a' cn 00 Cu c.� z 0 J_ m o o O N = a I w o a z o o 04 Q Q — I 1,D z Q z �_D I� LLJ o X o0 00 Q ¢ Q CU �_D ,D C� pq c? c� o N LLJ z w cl�f o _ LLJ r aw m m r (/) c> w O o N a o w � 1 o Cti.J o Cu LF) o D N Cc o° II r7 ui cn z 0 C-0 T¢ c o ° z � vLi H� C_)I_ 3Q Q U � �OQ C-0 W z Q _j �LL_� LD c m�//-�� w � 0 o W n c�v �z 0 0 I� ti CO CATER Residential Connection Charge Estimate ��sTftt�: January 28, 2021 Customer Name: Peter Politis Phone No. (760) 880-1761 Parcel No. 779-510-006 Geo. 06-07-10-4 Address: 53673 Fremont Wy., La Quinta LID: 668268 Block No. Lot No. 97 Size of Lot: 29,621 sq. ft. Tract No. 33076-2 Type of Service: YP U R-1: Duplex: Triplex: ❑ El Apts: SWSC: $ - Acres: 0.68 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. 34550 a 2" srvc exists. Dwg. 34567 a 4" lat exists. Per special agreement no WSBFC. Collect only TFC of SCC. SWSC was paid by promissory note. PZ 21-11813 Technician: Ruben Montiel Fees Approved by: Date: Information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection** Max. Flow= 41 gpm Max. Flow*= 33.6 gpm Min. Pressure= 46 psi Inlet Pressure 1= 74.03 psi Fire Sprinkler Demand* Outlet Pressure= 68.63 psi Max. Flow= 33.6 gpm Min. Pressure= 66 psi Meter Size = 1 1/2 inch System Type: ✓ Service Size= 2 II1Ch Multi Stand Alone 1 Prior to Pressure Regulating Valve ** For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=L', Meter Stop, Meter, Check Valve & Shut Off Valve Calculations: QFESS/� 1 1/2 " METER 2 " SERVICE pz= Lake Cahuilla A, Jjp 74.03 > 60 psi HGL= 145 ��O ��v ,`� er= 1.59 cj RES.#= 6725 AQ �IL vAlygs etc.= 3.81 = C 581950 ^`J^'' RES./HT= 32 * 68.63 > 66 psi PROP. ELEV.= -10 Sl Ma .floW 33.60 GPM Ps is OK '�1E. CIVI1 F�� K vide ervice �F CA�� TRY: Fire Sprinkler Demand Appoved by: Date: /1-24 The meter sizing is for plan check purposes only. The ultimate responsibility resides with t e Engineer -of cord for the project. Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 1 General Project Data Report General Data Project Title: Politis Project File Name: Politis..fiw Designed By: Marissa Ryan Date: April 11, 2022 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: 53673 Fremont Way City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft2 Maximum Area Per Sprinkler: 256 ft2 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=TRUN /B=ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 68.60 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 61.70 psi Calculated System Flow Rate: 31.28 gpm Calculated Inflow Residual Pressure: 59.23 psi Available Residual Pressure At System Flow: 68.59 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Number Of Active Nodes: 39 Number Of Active Pipes: 40 Number Of Inactive Pipes: 160 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 Nh .. Page 2 Fire Sprinkler Output Data 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) WPM) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 1 4.90 11.00 13.01 7.05 0.75 13.01 0.09458 0.50 0.709 2 0.00 11.50 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 11.00 13.27 7.33 0.75 13.27 0.09805 0.50 0.735 4 0.00 11.50 0.00 7.85 0.874 13.27 E 7.00 -0.217 CPVC 150 7.09 0 7.50 0.519 6 0.00 14.50 0.00 25.36 0.75 0.00 0.00000 6.00 0.000 28 0.00 14.50 0.00 25.36 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 8 0.00 14.50 0.00 25.36 0.75 0.00 0.00000 4.50 0.000 28 0.00 14.50 0.00 25.36 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 7.50 0.000 30 0.00 14.50 0.00 25.36 0.75 9.40 0.05187 50.50 4.280 10 0.00 11.50 0.00 30.94 0.874 9.40 2F3E3T 32.00 1.299 CPVC 150 5.03 0 82.50 5.579 12 0.00 22.50 0.00 27.45 0.75 0.00 0.00000 6.00 0.000 32 0.00 22.50 0.00 27.45 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 14 0.00 22.50 0.00 27.39 0.75 0.00 0.00000 0.50 0.000 34 0.00 22.50 0.00 27.39 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 3.50 0.000 16 0.00 22.50 0.00 27.77 0.75 0.00 0.00000 10.00 0.000 40 0.00 22.50 0.00 27.77 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 13.00 0.000 18 0.00 22.50 0.00 27.77 0.75 0.00 0.00000 6.50 0.000 40 0.00 22.50 0.00 27.77 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.50 0.000 2 0.00 11.50 0.00 7.54 0.75 0.00 0.09458 9.50 0.993 22 0.00 11.50 0.00 8.54 0.874 13.01 F 1.00 0.000 CPVC 150 6.96 0 10.50 0.993 4 0.00 11.50 0.00 7.85 0.75 0.00 0.09805 4.00 0.686 22 0.00 11.50 0.00 8.54 0.874 13.27 T 3.00 0.000 CPVC 150 7.09 0 7.00 0.686 22 0.00 11.50 0.00 8.54 1.00 0.00 0.11279 47.50 7.839 24 0.00 13.00 0.00 15.73 1.101 26.28 8F2E 22.00 -0.650 CPVC 150 8.86 0 69.50 7.189 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 Nh .. Page 3 Fire Sprinkler Output Data 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) WPM) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 24 0.00 13.00 0.00 15.73 1.00 0.00 0.11279 31.50 6.937 26 0.00 10.50 0.00 23.74 1.101 26.28 F2E3T 30.00 1.083 CPVC 150 8.86 0 61.50 8.019 28 0.00 14.50 0.00 25.36 0.75 0.00 0.00000 8.00 0.000 30 0.00 14.50 0.00 25.36 0.874 0.00 2ET 17.00 0.000 CPVC 150 0.00 0 25.00 0.000 26 0.00 10.50 0.00 23.74 0.75 9.40 0.05187 42.50 3.346 30 0.00 14.50 0.00 25.36 0.874 9.40 8F2E 22.00 -1.732 CPVC 150 5.03 0 64.50 1.614 32 0.00 22.50 0.00 27.45 0.75 3.07 0.00654 6.00 0.059 34 0.00 22.50 0.00 27.39 0.874 3.07 T 3.00 0.000 CPVC 150 1.64 0 9.00 0.059 34 0.00 22.50 0.00 27.39 0.75 0.00 0.00654 3.00 0.065 36 0.00 22.50 0.00 27.33 0.874 3.07 E 7.00 0.000 CPVC 150 1.64 0 10.00 0.065 36 0.00 22.50 0.00 27.33 0.75 3.07 0.00654 11.00 0.092 50 0.00 11.50 0.00 32.00 0.874 3.07 T 3.00 -4.763 CPVC 150 1.64 0 14.00 -4.671 32 0.00 22.50 0.00 27.45 0.75 3.07 0.00654 21.00 0.177 38 0.00 22.50 0.00 27.63 0.874 3.07 6F 6.00 0.000 CPVC 150 1.64 0 27.00 0.177 40 0.00 22.50 0.00 27.77 0.75 0.00 0.00000 14.00 0.000 42 0.00 22.50 0.00 27.77 0.874 0.00 3F 3.00 0.000 CPVC 150 0.00 0 17.00 0.000 42 0.00 22.50 0.00 27.77 1.00 0.00 0.00000 36.50 0.000 44 0.00 22.50 0.00 27.77 1.101 0.00 7FT 12.00 0.000 CPVC 150 0.00 0 48.50 0.000 38 0.00 22.50 0.00 27.63 0.75 0.00 0.00654 16.00 0.137 44 0.00 22.50 0.00 27.77 0.874 3.07 2FT 5.00 0.000 CPVC 150 1.64 0 21.00 0.137 44 0.00 22.50 0.00 27.77 1.00 3.07 0.00212 28.50 0.124 46 0.00 21.00 0.00 28.54 1.101 3.07 4F3ET 30.00 0.650 CPVC 150 1.03 0 58.50 0.774 26 0.00 10.50 0.00 23.74 1.00 16.87 0.04970 59.00 5.069 48 0.00 12.50 0.00 27.95 1.101 16.87 8F5E 43.00 -0.866 CPVC 150 5.69 0 102.00 4.203 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 Nh .. Page 4 Fire Sprinkler Output Data 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) WPM) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 10 0.00 11.50 0.00 30.94 0.75 0.00 0.05187 9.50 1.063 50 0.00 11.50 0.00 32.00 0.874 9.40 FET 11.00 0.000 CPVC 150 5.03 0 20.50 1.063 48 0.00 12.50 0.00 27.95 1.00 0.00 0.04970 36.50 3.156 52 0.00 10.50 0.00 31.97 1.101 16.87 3F2E2T 27.00 0.866 CPVC 150 5.69 0 63.50 4.022 50 0.00 11.50 0.00 32.00 1.00 6.33 0.00811 44.00 0.397 54 0.00 11.50 0.00 32.40 1.101 6.33 5F 5.00 0.000 CPVC 150 2.13 0 49.00 0.397 46 0.00 21.00 0.00 28.54 1.00 0.00 0.00212 9.50 0.035 56 0.00 11.50 0.00 32.69 1.101 3.07 E 7.00 4.114 CPVC 150 1.03 0 16.50 4.149 54 0.00 11.50 0.00 32.40 1.00 0.00 0.00811 28.50 0.329 58 0.00 11.50 0.00 32.73 1.101 6.33 2F2T 12.00 0.000 CPVC 150 2.13 0 40.50 0.329 56 0.00 11.50 0.00 32.69 1.00 0.00 0.00212 6.50 0.037 58 0.00 11.50 0.00 32.73 1.101 3.07 F2T 11.00 0.000 CPVC 150 1.03 0 17.50 0.037 52 0.00 10.50 0.00 31.97 1.00 0.00 0.04970 53.00 3.330 60 0.00 10.50 0.00 35.30 1.101 16.87 4F2T 14.00 0.000 CPVC 150 5.69 0 67.00 3.330 58 0.00 11.50 0.00 32.73 1.00 0.00 0.01685 79.00 2.140 60 0.00 10.50 0.00 35.30 1.101 9.40 5F4E3T 48.00 0.433 CPVC 150 3.17 0 127.00 2.573 60 0.00 10.50 0.00 35.30 1.00 0.00 0.11279 24.00 5.188 100 0.00 10.50 0.00 40.49 1.101 26.28 3F2ET 22.00 0.000 CPVC 150 8.86 0 46.00 5.188 100 0.00 10.50 0.00 40.49 1.00 0.00 0.11279 10.50 2.831 125 0.00 0.00 0.00 47.87 1.101 26.28 2FEC 14.60 4.547 CPVC 150 8.86 0 25.10 7.378 125 0.00 0.00 0.00 47.87 1.00 0.00 0.15979 1.00 1.278 140 0.00 0.00 5.00 49.14 1.025 26.28 T 7.00 0.000 TYPE L COPPER TUBE 150 10.22 0 8.00 1.278 140 0.00 0.00 5.00 49.14 1.25 5.00 0.07917 4.00 1.045 160 0.00 -3.00 0.00 51.49 1.265 31.28 3EG 9.20 1.299 TYPE L COPPER TUBE 150 7.98 0 13.20 2.344 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 5 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe -Len. PF-(psi) Elevation End. KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) 160 0.00 -3.00 0.00 51.49 2.00 0.00 0.01361 100.00 1.456 180 0.00 -3.00 0.00 52.94 1.816 31.28 F 7.00 0.000 HDPE SDR-9 150 3.87 0 107.00 1.456 180 0.00 -3.00 0.00 52.94 1.00 0.00 0.22055 2.00 1.764 185 0.00 -3.00 0.00 54.71 1.025 31.28 2E 6.00 0.000 TYPE L COPPER TUBE 150 12.16 0 8.00 1.764 185 Meter -3.00 54.71 31.28 190 2.00 psi -3.00 56.71 190 0.00 -3.00 0.00 56.71 1.50 0.00 0.03397 20.00 0.783 200 0.00 -7.00 0.00 59.23 1.505 31.28 B 3.06 1.732 TYPE L COPPER TUBE 150 5.64 0 23.06 2.515 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 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 rr. Page 6 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 7.05 psi HMD Actual GPM: 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: 26.28 gpm Average Sprinkler Flow: 13.14 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 180 - 185 ) 12.16 ft/sec Maximum Velocity Pressure ( In Pipe 180 - 185) 1.00 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0093 psi Actual Average Nodal Pressure Imbalance: 0.0069 psi Actual Maximum Nodal Flow Imbalance: -0.0010 gpm Actual Average Nodal Flow Imbalance: 0.0001 gpm Overall Network Summary Number Of Unique Pipe Sections: 40 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 44.76 gal Sprinkler Flow: 26.28 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 59.23 psi Demand Flow At System Inflow Node: 31.28 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 80 6 _ 70 N Q 6 0) 60 L N 50 ^L LL 40 30 20 10 0 1 2 3 4 5 6 7 8 9 10 Flowrate(x100) gpm Supply Curve Data Static Pressure: 68.6 psi Test Residual Pressure: 61.7 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 59.23 psi Calculated Flow Rate: 31.28 gpm Excess Available Residual Pressure At Calculated Flow: 9.36 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 1 General Project Data Report General Data Project Title: Politis Project File Name: Politis..fiw Designed By: Marissa Ryan Date: April 11, 2022 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: 53673 Fremont Way City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft2 Maximum Area Per Sprinkler: 256 ft2 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=TRUN /B=ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 68.60 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 61.70 psi Calculated System Flow Rate: 31.13 gpm Calculated Inflow Residual Pressure: 56.67 psi Available Residual Pressure At System Flow: 68.59 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Number Of Active Nodes: 39 Number Of Active Pipes: 40 Number Of Inactive Pipes: 160 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 Nh .. Page 2 Fire Sprinkler Output Data 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) WPM) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 5 4.90 14.00 13.01 7.05 0.75 13.01 0.09456 0.50 0.709 6 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 7 4.90 14.00 13.12 7.17 0.75 13.12 0.09605 0.50 0.720 8 0.00 14.50 0.00 7.67 0.874 13.12 E 7.00 -0.217 CPVC 150 7.02 0 7.50 0.504 30 0.00 14.50 0.00 16.98 0.75 12.63 0.08955 50.50 7.388 10 0.00 11.50 0.00 25.67 0.874 12.63 2F3E3T 32.00 1.299 CPVC 150 6.76 0 82.50 8.687 2 0.00 11.50 0.00 24.81 0.75 0.00 0.00000 9.50 0.000 22 0.00 11.50 0.00 24.81 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 10.50 0.000 4 0.00 11.50 0.00 24.81 0.75 0.00 0.00000 4.00 0.000 22 0.00 11.50 0.00 24.81 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 7.00 0.000 22 0.00 11.50 0.00 24.81 1.00 0.00 0.00000 47.50 0.000 24 0.00 13.00 0.00 24.16 1.101 0.00 8F2E 22.00 -0.650 CPVC 150 0.00 0 69.50 -0.649 24 0.00 13.00 0.00 24.16 1.00 0.00 0.00000 31.50 0.000 26 0.00 10.50 0.00 25.24 1.101 0.00 F2E3T 30.00 1.083 CPVC 150 0.00 0 61.50 1.083 26 0.00 10.50 0.00 25.24 0.75 13.50 0.10121 42.50 6.528 30 0.00 14.50 0.00 16.98 0.874 13.50 8F2E 22.00 1.732 CPVC 150 7.22 0 64.50 8.260 6 0.00 14.50 0.00 7.54 0.75 0.00 0.09456 6.00 0.851 28 0.00 14.50 0.00 8.39 0.874 13.01 T 3.00 0.000 CPVC 150 6.96 0 9.00 0.851 8 0.00 14.50 0.00 7.67 0.75 0.00 0.09605 4.50 0.720 28 0.00 14.50 0.00 8.39 0.874 13.12 T 3.00 0.000 CPVC 150 7.02 0 7.50 0.720 28 0.00 14.50 0.00 8.39 0.75 0.00 0.34360 8.00 8.590 30 0.00 14.50 0.00 16.98 0.874 26.13 2ET 17.00 0.000 CPVC 150 13.97 0 25.00 8.590 12 0.00 22.50 0.00 23.12 0.75 0.00 0.00000 6.00 0.000 32 0.00 22.50 0.00 23.12 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 Nh .. Page 3 Fire Sprinkler Output Data 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) WPM) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 32 0.00 22.50 0.00 23.12 0.75 0.00 0.01128 6.00 0.102 34 0.00 22.50 0.00 23.01 0.874 4.12 T 3.00 0.000 CPVC 150 2.21 0 9.00 0.102 14 0.00 22.50 0.00 23.01 0.75 0.00 0.00000 0.50 0.000 34 0.00 22.50 0.00 23.01 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 3.50 0.000 34 0.00 22.50 0.00 23.01 0.75 0.00 0.01128 3.00 0.113 36 0.00 22.50 0.00 22.90 0.874 4.12 E 7.00 0.000 CPVC 150 2.21 0 10.00 0.113 36 0.00 22.50 0.00 22.90 0.75 4.12 0.01128 11.00 0.158 50 0.00 11.50 0.00 27.51 0.874 4.12 T 3.00 -4.763 CPVC 150 2.21 0 14.00 -4.605 32 0.00 22.50 0.00 23.12 0.75 0.00 0.01129 21.00 0.305 38 0.00 22.50 0.00 23.42 0.874 4.12 6F 6.00 0.000 CPVC 150 2.21 0 27.00 0.305 16 0.00 22.50 0.00 23.66 0.75 0.00 0.00000 10.00 0.000 40 0.00 22.50 0.00 23.66 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 13.00 0.000 18 0.00 22.50 0.00 23.66 0.75 0.00 0.00000 6.50 0.000 40 0.00 22.50 0.00 23.66 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.50 0.000 40 0.00 22.50 0.00 23.66 0.75 0.00 0.00000 14.00 0.000 42 0.00 22.50 0.00 23.66 0.874 0.00 3F 3.00 0.000 CPVC 150 0.00 0 17.00 0.000 38 0.00 22.50 0.00 23.42 0.75 0.00 0.01129 16.00 0.237 44 0.00 22.50 0.00 23.66 0.874 4.12 2FT 5.00 0.000 CPVC 150 2.21 0 21.00 0.237 42 0.00 22.50 0.00 23.66 1.00 0.00 0.00000 36.50 0.000 44 0.00 22.50 0.00 23.66 1.101 0.00 7FT 12.00 0.000 CPVC 150 0.00 0 48.50 0.000 44 0.00 22.50 0.00 23.66 1.00 0.00 0.00367 28.50 0.215 46 0.00 21.00 0.00 24.52 1.101 4.12 4F3ET 30.00 0.650 CPVC 150 1.39 0 58.50 0.864 26 0.00 10.50 0.00 25.24 1.00 0.00 0.03288 59.00 3.354 48 0.00 12.50 0.00 27.73 1.101 13.50 8F5E 43.00 -0.866 CPVC 150 4.55 0 102.00 2.488 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 Nh .. Page 4 Fire Sprinkler Output Data 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) WPM) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 10 0.00 11.50 0.00 25.67 0.75 0.00 0.08955 9.50 1.836 50 0.00 11.50 0.00 27.51 0.874 12.63 FET 11.00 0.000 CPVC 150 6.76 0 20.50 1.836 48 0.00 12.50 0.00 27.73 1.00 0.00 0.03288 36.50 2.088 52 0.00 10.50 0.00 30.69 1.101 13.50 3F2E2T 27.00 0.866 CPVC 150 4.55 0 63.50 2.954 50 0.00 11.50 0.00 27.51 1.00 8.51 0.01400 44.00 0.686 54 0.00 11.50 0.00 28.19 1.101 8.51 5F 5.00 0.000 CPVC 150 2.87 0 49.00 0.686 46 0.00 21.00 0.00 24.52 1.00 0.00 0.00367 9.50 0.061 56 0.00 11.50 0.00 28.70 1.101 4.12 E 7.00 4.114 CPVC 150 1.39 0 16.50 4.174 54 0.00 11.50 0.00 28.19 1.00 0.00 0.01400 28.50 0.567 58 0.00 11.50 0.00 28.76 1.101 8.51 2F2T 12.00 0.000 CPVC 150 2.87 0 40.50 0.567 56 0.00 11.50 0.00 28.70 1.00 0.00 0.00367 6.50 0.064 58 0.00 11.50 0.00 28.76 1.101 4.12 F2T 11.00 0.000 CPVC 150 1.39 0 17.50 0.064 52 0.00 10.50 0.00 30.69 1.00 0.00 0.03288 53.00 2.203 60 0.00 10.50 0.00 32.89 1.101 13.50 4F2T 14.00 0.000 CPVC 150 4.55 0 67.00 2.203 58 0.00 11.50 0.00 28.76 1.00 0.00 0.02910 79.00 3.695 60 0.00 10.50 0.00 32.89 1.101 12.63 5F4E3T 48.00 0.433 CPVC 150 4.26 0 127.00 4.128 60 0.00 10.50 0.00 32.89 1.00 0.00 0.11162 24.00 5.135 100 0.00 10.50 0.00 38.02 1.101 26.13 3F2ET 22.00 0.000 CPVC 150 8.81 0 46.00 5.135 100 0.00 10.50 0.00 38.02 1.00 0.00 0.11162 10.50 2.802 125 0.00 0.00 0.00 45.37 1.101 26.13 2FEC 14.60 4.547 CPVC 150 8.81 0 25.10 7.348 125 0.00 0.00 0.00 45.37 1.00 0.00 0.15814 1.00 1.265 140 0.00 0.00 5.00 46.64 1.025 26.13 T 7.00 0.000 TYPE L COPPER TUBE 150 10.16 0 8.00 1.265 140 0.00 0.00 5.00 46.64 1.25 5.00 0.07848 4.00 1.036 160 0.00 -3.00 0.00 48.97 1.265 31.13 3EG 9.20 1.299 TYPE L COPPER TUBE 150 7.95 0 13.20 2.335 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 5 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe -Len. PF-(psi) Elevation End. KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) 160 0.00 -3.00 0.00 48.97 2.00 0.00 0.01349 100.00 1.444 180 0.00 -3.00 0.00 50.41 1.816 31.13 F 7.00 0.000 HDPE SDR-9 150 3.86 0 107.00 1.444 180 0.00 -3.00 0.00 50.41 1.00 0.00 0.21864 2.00 1.749 185 0.00 -3.00 0.00 52.16 1.025 31.13 2E 6.00 0.000 TYPE L COPPER TUBE 150 12.10 0 8.00 1.749 185 Meter -3.00 52.16 31.11 190 2.00 psi -3.00 54.17 190 0.00 -3.00 0.00 54.17 1.50 0.00 0.03368 20.00 0.777 200 0.00 -7.00 0.00 56.67 1.505 31.13 B 3.06 1.732 TYPE L COPPER TUBE 150 5.61 0 23.06 2.509 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 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 rr. Page 6 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 5 HMD Actual Residual Pressure: 7.05 psi HMD Actual GPM: 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: 26.13 gpm Average Sprinkler Flow: 13.07 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 28 - 30 ) 13.97 ft/sec Maximum Velocity Pressure ( In Pipe 28 - 30) 1.31 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0070 psi Actual Average Nodal Pressure Imbalance: 0.0035 psi Actual Maximum Nodal Flow Imbalance: -0.0182 gpm Actual Average Nodal Flow Imbalance: 0.0010 gpm Overall Network Summary Number Of Unique Pipe Sections: 40 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 44.65 gal Sprinkler Flow: 26.13 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 56.67 psi Demand Flow At System Inflow Node: 31.13 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 80 6 _ 70 N Q 6 0) 60 L N 50 ^L LL 40 30 20 10 0 1 2 3 4 5 6 7 8 9 10 Flowrate(x100) gpm Supply Curve Data Static Pressure: 68.6 psi Test Residual Pressure: 61.7 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 56.67 psi Calculated Flow Rate: 31.13 gpm Excess Available Residual Pressure At Calculated Flow: 11.91 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 1 General Project Data Report General Data Project Title: Politis Project File Name: Politis..fiw Designed By: Marissa Ryan Date: April 11, 2022 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: 53673 Fremont Way City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 324 ft2 Maximum Area Per Sprinkler: 324 ft2 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=TRUN /B=ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 68.60 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 61.70 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 34.35 psi Available Residual Pressure At System Flow: 68.59 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 12.05 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Number Of Active Nodes: 38 Number Of Active Pipes: 39 Number Of Inactive Pipes: 161 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 2 Fire Sprinkler Output Data Overall Pipe Output Data Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge WPM) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type -Grp Pipe -Len. Fit -Len. Tot -Len. (ft) PF-(psi) PE -(psi) PT -(psi) 9 4.90 11.00 17.01 12.05 0.75 17.01 0.15509 0.50 0.543 10 0.00 11.50 0.00 12.38 0.874 17.00 T 3.00 -0.217 CPVC 150 9.09 0 3.50 0.326 2 0.00 11.50 0.00 15.79 0.75 0.00 0.00000 9.50 0.000 22 0.00 11.50 0.00 15.79 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 10.50 0.000 4 0.00 11.50 0.00 15.79 0.75 0.00 0.00000 4.00 0.000 22 0.00 11.50 0.00 15.79 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 7.00 0.000 22 0.00 11.50 0.00 15.79 1.00 0.00 0.00000 47.50 0.000 24 0.00 13.00 0.00 15.14 1.101 0.00 8F2E 22.00 -0.650 CPVC 150 0.00 0 69.50 -0.649 24 0.00 13.00 0.00 15.14 1.00 0.00 0.00000 31.50 0.000 26 0.00 10.50 0.00 16.22 1.101 0.00 F2E3T 30.00 1.083 CPVC 150 0.00 0 61.50 1.083 26 0.00 10.50 0.00 16.22 0.75 0.00 0.02324 42.50 1.499 30 0.00 14.50 0.00 12.99 0.874 6.09 8F2E 22.00 1.732 CPVC 150 3.26 0 64.50 3.231 6 0.00 14.50 0.00 12.99 0.75 0.00 0.00000 6.00 0.000 28 0.00 14.50 0.00 12.99 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 8 0.00 14.50 0.00 12.99 0.75 0.00 0.00000 4.50 0.000 28 0.00 14.50 0.00 12.99 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 7.50 0.000 30 0.00 14.50 0.00 12.99 0.75 6.09 0.02323 50.50 1.916 10 0.00 11.50 0.00 12.38 0.874 6.09 2F3E3T 32.00 -1.299 CPVC 150 3.26 0 82.50 0.617 28 0.00 14.50 0.00 12.99 0.75 0.00 0.00000 8.00 0.000 30 0.00 14.50 0.00 12.99 0.874 0.00 2ET 17.00 0.000 CPVC 150 0.00 0 25.00 0.000 12 0.00 22.50 0.00 9.30 0.75 0.00 0.00000 6.00 0.000 32 0.00 22.50 0.00 9.30 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 32 0.00 22.50 0.00 9.30 0.75 0.00 0.00860 6.00 0.077 34 0.00 22.50 0.00 9.22 0.874 3.56 T 3.00 0.000 CPVC 150 1.90 0 9.00 0.077 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 3 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge WPM) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type -Grp Pipe -Len. Fit -Len. Tot -Len. (ft) PF-(psi) PE -(psi) PT -(psi) 14 0.00 22.50 0.00 9.22 0.75 0.00 0.00000 0.50 0.000 34 0.00 22.50 0.00 9.22 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 3.50 0.000 34 0.00 22.50 0.00 9.22 0.75 0.00 0.00859 3.00 0.086 36 0.00 22.50 0.00 9.13 0.874 3.56 E 7.00 0.000 CPVC 150 1.90 0 10.00 0.086 36 0.00 22.50 0.00 9.13 0.75 3.56 0.00859 11.00 0.120 50 0.00 11.50 0.00 13.78 0.874 3.56 T 3.00 -4.763 CPVC 150 1.90 0 14.00 -4.643 32 0.00 22.50 0.00 9.30 0.75 0.00 0.00861 21.00 0.232 38 0.00 22.50 0.00 9.53 0.874 3.56 6F 6.00 0.000 CPVC 150 1.90 0 27.00 0.232 16 0.00 22.50 0.00 9.71 0.75 0.00 0.00000 10.00 0.000 40 0.00 22.50 0.00 9.71 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 13.00 0.000 18 0.00 22.50 0.00 9.71 0.75 0.00 0.00000 6.50 0.000 40 0.00 22.50 0.00 9.71 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.50 0.000 40 0.00 22.50 0.00 9.71 0.75 0.00 0.00000 14.00 0.000 42 0.00 22.50 0.00 9.71 0.874 0.00 3F 3.00 0.000 CPVC 150 0.00 0 17.00 0.000 38 0.00 22.50 0.00 9.53 0.75 0.00 0.00861 16.00 0.181 44 0.00 22.50 0.00 9.71 0.874 3.56 2FT 5.00 0.000 CPVC 150 1.90 0 21.00 0.181 42 0.00 22.50 0.00 9.71 1.00 0.00 0.00000 36.50 0.000 44 0.00 22.50 0.00 9.71 1.101 0.00 7FT 12.00 0.000 CPVC 150 0.00 0 48.50 0.000 44 0.00 22.50 0.00 9.71 1.00 0.00 0.00280 28.50 0.164 46 0.00 21.00 0.00 10.52 1.101 3.56 4F3ET 30.00 0.650 CPVC 150 1.20 0 58.50 0.813 26 0.00 10.50 0.00 16.22 1.00 0.00 0.00756 59.00 0.771 48 0.00 12.50 0.00 16.13 1.101 6.10 8F5E 43.00 -0.866 CPVC 150 2.05 0 102.00 -0.095 10 0.00 11.50 0.00 12.38 0.75 10.91 0.06824 9.50 1.399 50 0.00 11.50 0.00 13.78 0.874 10.91 FET 11.00 0.000 CPVC 150 5.83 0 20.50 1.399 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 Nh .. Page 4 Fire Sprinkler Output Data 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) WPM) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 48 0.00 12.50 0.00 16.13 1.00 0.00 0.00756 36.50 0.480 52 0.00 10.50 0.00 17.48 1.101 6.10 3F2E2T 27.00 0.866 CPVC 150 2.05 0 63.50 1.346 50 0.00 11.50 0.00 13.78 1.00 7.35 0.01068 44.00 0.523 54 0.00 11.50 0.00 14.30 1.101 7.35 5F 5.00 0.000 CPVC 150 2.48 0 49.00 0.523 46 0.00 21.00 0.00 10.52 1.00 0.00 0.00280 9.50 0.046 56 0.00 11.50 0.00 14.68 1.101 3.56 E 7.00 4.114 CPVC 150 1.20 0 16.50 4.160 54 0.00 11.50 0.00 14.30 1.00 0.00 0.01068 28.50 0.432 58 0.00 11.50 0.00 14.73 1.101 7.35 2F2T 12.00 0.000 CPVC 150 2.48 0 40.50 0.432 56 0.00 11.50 0.00 14.68 1.00 0.00 0.00280 6.50 0.049 58 0.00 11.50 0.00 14.73 1.101 3.56 F2T 11.00 0.000 CPVC 150 1.20 0 17.50 0.049 52 0.00 10.50 0.00 17.48 1.00 0.00 0.00756 53.00 0.506 60 0.00 10.50 0.00 17.98 1.101 6.10 4F2T 14.00 0.000 CPVC 150 2.05 0 67.00 0.506 58 0.00 11.50 0.00 14.73 1.00 0.00 0.02219 79.00 2.818 60 0.00 10.50 0.00 17.98 1.101 10.91 5F4E3T 48.00 0.433 CPVC 150 3.68 0 127.00 3.251 60 0.00 10.50 0.00 17.98 1.00 0.00 0.05044 24.00 2.320 100 0.00 10.50 0.00 20.30 1.101 17.01 3F2ET 22.00 0.000 CPVC 150 5.73 0 46.00 2.320 100 0.00 10.50 0.00 20.30 1.00 0.00 0.05044 10.50 1.266 125 0.00 0.00 0.00 26.12 1.101 17.01 2FEC 14.60 4.547 CPVC 150 5.73 0 25.10 5.813 125 0.00 0.00 0.00 26.12 1.00 0.00 0.07146 1.00 0.572 140 0.00 0.00 5.00 26.69 1.025 17.01 T 7.00 0.000 TYPE L COPPER TUBE 150 6.61 0 8.00 0.572 140 0.00 0.00 5.00 26.69 1.25 5.00 0.04132 4.00 0.545 160 0.00 -3.00 0.00 28.53 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 28.53 2.00 0.00 0.00710 100.00 0.760 180 0.00 -3.00 0.00 29.29 1.816 22.01 F 7.00 0.000 HDPE SDR-9 150 2.73 0 107.00 0.760 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 5 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe -Len. PF-(psi) Elevation End. KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) 180 0.00 -3.00 0.00 29.29 1.00 0.00 0.11512 2.00 0.921 185 0.00 -3.00 0.00 30.21 1.025 22.01 2E 6.00 0.000 TYPE L COPPER TUBE 150 8.56 0 8.00 0.921 185 Meter -3.00 30.21 21.98 190 2.00 psi -3.00 32.21 190 0.00 -3.00 0.00 32.21 1.50 0.00 0.01773 20.00 0.409 200 0.00 -7.00 0.00 34.35 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 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 rr. Page 6 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 9 HMD Actual Residual Pressure: 12.05 psi HMD Actual GPM: 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 9 - 10 ) 9.09 ft/sec Maximum Velocity Pressure ( In Pipe 9 - 10) 0.56 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0093 psi Actual Average Nodal Pressure Imbalance: 0.0037 psi Actual Maximum Nodal Flow Imbalance: -0.0328 gpm Actual Average Nodal Flow Imbalance: 0.0026 gpm Overall Network Summary Number Of Unique Pipe Sections: 39 Number Of Flowing Sprinklers: 1 Pipe System Water Volume: 44.15 gal Sprinkler Flow: 17.01 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 34.35 psi Demand Flow At System Inflow Node: 22.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 80 6 _ 70 N Q 6 0) 60 L N 50 L n 40 30 20 10 0 1 2 3 4 5 6 7 8 9 10 Flowrate(x100) gpm Supply Curve Data Static Pressure: 68.6 psi Test Residual Pressure: 61.7 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 34.35 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 34.24 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 1 General Project Data Report General Data Project Title: Politis Project File Name: Politis..fiw Designed By: Marissa Ryan Date: April 11, 2022 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 4 Building Owner: Contact at Building: Phone at Building: Address Of Building: 53673 Fremont Way City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft2 Maximum Area Per Sprinkler: 256 ft2 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=TRUN /B=ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 68.60 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 61.70 psi Calculated System Flow Rate: 31.47 gpm Calculated Inflow Residual Pressure: 50.06 psi Available Residual Pressure At System Flow: 68.59 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Number Of Active Nodes: 39 Number Of Active Pipes: 40 Number Of Inactive Pipes: 160 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 Nh .. Page 2 Fire Sprinkler Output Data 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) WPM) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 10 0.00 11.50 0.00 17.38 0.75 7.78 0.03651 9.50 0.748 50 0.00 11.50 0.00 16.63 0.874 7.78 FET 11.00 0.000 CPVC 150 4.16 0 20.50 0.748 11 4.90 22.00 13.01 7.05 0.75 13.01 0.09454 0.50 0.709 12 0.00 22.50 0.00 7.54 0.874 13.01 E 7.00 -0.217 CPVC 150 6.96 0 7.50 0.493 13 4.90 22.00 13.46 7.55 0.75 13.46 0.10077 0.50 0.756 14 0.00 22.50 0.00 8.09 0.874 13.46 E 7.00 -0.217 CPVC 150 7.20 0 7.50 0.539 2 0.00 11.50 0.00 22.75 0.75 0.00 0.00000 9.50 0.000 22 0.00 11.50 0.00 22.75 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 10.50 0.000 4 0.00 11.50 0.00 22.75 0.75 0.00 0.00000 4.00 0.000 22 0.00 11.50 0.00 22.75 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 7.00 0.000 22 0.00 11.50 0.00 22.75 1.00 0.00 0.00000 47.50 0.000 24 0.00 13.00 0.00 22.10 1.101 0.00 8F2E 22.00 -0.650 CPVC 150 0.00 0 69.50 -0.649 24 0.00 13.00 0.00 22.10 1.00 0.00 0.00000 31.50 0.000 26 0.00 10.50 0.00 23.18 1.101 0.00 F2E3T 30.00 1.083 CPVC 150 0.00 0 61.50 1.083 26 0.00 10.50 0.00 23.18 0.75 0.00 0.03651 42.50 2.355 30 0.00 14.50 0.00 19.09 0.874 7.78 8F2E 22.00 1.732 CPVC 150 4.16 0 64.50 4.087 6 0.00 14.50 0.00 19.09 0.75 0.00 0.00000 6.00 0.000 28 0.00 14.50 0.00 19.09 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 8 0.00 14.50 0.00 19.09 0.75 0.00 0.00000 4.50 0.000 28 0.00 14.50 0.00 19.09 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 7.50 0.000 30 0.00 14.50 0.00 19.09 0.75 0.00 0.03651 50.50 3.012 10 0.00 11.50 0.00 17.38 0.874 7.78 2F3E3T 32.00 -1.299 CPVC 150 4.16 0 82.50 1.713 28 0.00 14.50 0.00 19.09 0.75 0.00 0.00000 8.00 0.000 30 0.00 14.50 0.00 19.09 0.874 0.00 2ET 17.00 0.000 CPVC 150 0.00 0 25.00 0.000 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 3 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge WPM) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type -Grp Pipe -Len. Fit -Len. Tot -Len. (ft) PF-(psi) PE -(psi) PT -(psi) 12 0.00 22.50 0.00 7.54 0.75 0.00 0.09453 6.00 0.851 32 0.00 22.50 0.00 8.39 0.874 13.01 T 3.00 0.000 CPVC 150 6.96 0 9.00 0.851 14 0.00 22.50 0.00 8.09 0.75 0.00 0.10076 0.50 0.353 34 0.00 22.50 0.00 8.44 0.874 13.46 T 3.00 0.000 CPVC 150 7.20 0 3.50 0.353 32 0.00 22.50 0.00 8.39 0.75 2.79 0.00548 6.00 0.049 34 0.00 22.50 0.00 8.44 0.874 2.79 T 3.00 0.000 CPVC 150 1.49 0 9.00 0.049 34 0.00 22.50 0.00 8.44 0.75 0.00 0.14278 3.00 1.428 36 0.00 22.50 0.00 9.87 0.874 16.25 E 7.00 0.000 CPVC 150 8.69 0 10.00 1.428 32 0.00 22.50 0.00 8.39 0.75 10.22 0.06048 21.00 1.633 38 0.00 22.50 0.00 10.03 0.874 10.22 6F 6.00 0.000 CPVC 150 5.46 0 27.00 1.633 16 0.00 22.50 0.00 11.30 0.75 0.00 0.00000 10.00 0.000 40 0.00 22.50 0.00 11.30 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 13.00 0.000 18 0.00 22.50 0.00 11.30 0.75 0.00 0.00000 6.50 0.000 40 0.00 22.50 0.00 11.30 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.50 0.000 40 0.00 22.50 0.00 11.30 0.75 0.00 0.00000 14.00 0.000 42 0.00 22.50 0.00 11.30 0.874 0.00 3F 3.00 0.000 CPVC 150 0.00 0 17.00 0.000 38 0.00 22.50 0.00 10.03 0.75 0.00 0.06048 16.00 1.270 44 0.00 22.50 0.00 11.30 0.874 10.22 2FT 5.00 0.000 CPVC 150 5.46 0 21.00 1.270 42 0.00 22.50 0.00 11.30 1.00 0.00 0.00000 36.50 0.000 44 0.00 22.50 0.00 11.30 1.101 0.00 7FT 12.00 0.000 CPVC 150 0.00 0 48.50 0.000 44 0.00 22.50 0.00 11.30 1.00 0.00 0.01965 28.50 1.149 46 0.00 21.00 0.00 13.10 1.101 10.22 4F3ET 30.00 0.650 CPVC 150 3.44 0 58.50 1.799 26 0.00 10.50 0.00 23.18 1.00 0.00 0.01187 59.00 1.210 48 0.00 12.50 0.00 23.52 1.101 7.78 8F5E 43.00 -0.866 CPVC 150 2.62 0 102.00 0.344 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 Nh .. Page 4 Fire Sprinkler Output Data 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) WPM) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 36 0.00 22.50 0.00 9.87 0.75 0.00 0.14277 11.00 1.999 50 0.00 11.50 0.00 16.63 0.874 16.25 T 3.00 4.763 CPVC 150 8.69 0 14.00 6.762 48 0.00 12.50 0.00 23.52 1.00 0.00 0.01187 36.50 0.753 52 0.00 10.50 0.00 25.14 1.101 7.78 3F2E2T 27.00 0.866 CPVC 150 2.62 0 63.50 1.619 50 0.00 11.50 0.00 16.63 1.00 8.48 0.01391 44.00 0.681 54 0.00 11.50 0.00 17.31 1.101 8.48 5F 5.00 0.000 CPVC 150 2.86 0 49.00 0.681 46 0.00 21.00 0.00 13.10 1.00 0.00 0.01965 9.50 0.324 56 0.00 11.50 0.00 17.53 1.101 10.22 E 7.00 4.114 CPVC 150 3.44 0 16.50 4.438 54 0.00 11.50 0.00 17.31 1.00 0.00 0.01391 28.50 0.563 58 0.00 11.50 0.00 17.88 1.101 8.48 2F2T 12.00 0.000 CPVC 150 2.86 0 40.50 0.563 56 0.00 11.50 0.00 17.53 1.00 0.00 0.01965 6.50 0.344 58 0.00 11.50 0.00 17.88 1.101 10.22 F2T 11.00 0.000 CPVC 150 3.44 0 17.50 0.344 52 0.00 10.50 0.00 25.14 1.00 0.00 0.01187 53.00 0.795 60 0.00 10.50 0.00 25.94 1.101 7.78 4F2T 14.00 0.000 CPVC 150 2.62 0 67.00 0.795 58 0.00 11.50 0.00 17.88 1.00 0.00 0.06007 79.00 7.629 60 0.00 10.50 0.00 25.94 1.101 18.69 5F4E3T 48.00 0.433 CPVC 150 6.30 0 127.00 8.062 60 0.00 10.50 0.00 25.94 1.00 0.00 0.11438 24.00 5.261 100 0.00 10.50 0.00 31.20 1.101 26.48 3F2ET 22.00 0.000 CPVC 150 8.92 0 46.00 5.261 100 0.00 10.50 0.00 31.20 1.00 0.00 0.11437 10.50 2.871 125 0.00 0.00 0.00 38.62 1.101 26.47 2FEC 14.60 4.547 CPVC 150 8.92 0 25.10 7.417 125 0.00 0.00 0.00 38.62 1.00 0.00 0.16202 1.00 1.296 140 0.00 0.00 5.00 39.91 1.025 26.47 T 7.00 0.000 TYPE L COPPER TUBE 150 10.29 0 8.00 1.296 140 0.00 0.00 5.00 39.91 1.25 5.00 0.08010 4.00 1.057 160 0.00 -3.00 0.00 42.27 1.265 31.47 3EG 9.20 1.299 TYPE L COPPER TUBE 150 8.03 0 13.20 2.356 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 5 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe -Len. PF-(psi) Elevation End. KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) 160 0.00 -3.00 0.00 42.27 2.00 0.00 0.01377 100.00 1.473 180 0.00 -3.00 0.00 43.74 1.816 31.47 F 7.00 0.000 HDPE SDR-9 150 3.90 0 107.00 1.473 180 0.00 -3.00 0.00 43.74 1.00 0.00 0.22314 2.00 1.785 185 0.00 -3.00 0.00 45.53 1.025 31.47 2E 6.00 0.000 TYPE L COPPER TUBE 150 12.24 0 8.00 1.785 185 Meter -3.00 45.53 31.45 190 2.00 psi -3.00 47.53 190 0.00 -3.00 0.00 47.53 1.50 0.00 0.03437 20.00 0.793 200 0.00 -7.00 0.00 50.06 1.505 31.47 B 3.06 1.732 TYPE L COPPER TUBE 150 5.68 0 23.06 2.525 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 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 rr. Page 6 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 11 HMD Actual Residual Pressure: 7.05 psi HMD Actual GPM: 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: 0.052 gpm/ft2 Application Average Area Per Sprinkler: 256.00 ft2 Sprinkler Flow: 26.47 gpm Average Sprinkler Flow: 13.24 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 180 - 185 ) 12.24 ft/sec Maximum Velocity Pressure ( In Pipe 180 - 185) 1.01 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0060 psi Actual Average Nodal Pressure Imbalance: 0.0024 psi Actual Maximum Nodal Flow Imbalance: -0.0250 gpm Actual Average Nodal Flow Imbalance: 0.0017 gpm Overall Network Summary Number Of Unique Pipe Sections: 40 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 44.76 gal Sprinkler Flow: 26.47 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 50.06 psi Demand Flow At System Inflow Node: 31.47 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 80 6 _ 70 N Q 6 0) 60 L N 50 ^L LL 40 30 20 10 0 1 2 3 4 5 6 7 8 9 10 Flowrate(x100) gpm Supply Curve Data Static Pressure: 68.6 psi Test Residual Pressure: 61.7 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 50.06 psi Calculated Flow Rate: 31.47 gpm Excess Available Residual Pressure At Calculated Flow: 18.53 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 1 General Project Data Report General Data Project Title: Politis Project File Name: Politis..fiw Designed By: Marissa Ryan Date: April 11, 2022 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 5 Building Owner: Contact at Building: Phone at Building: Address Of Building: 53673 Fremont Way City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft2 Maximum Area Per Sprinkler: 256 ft2 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=TRUN /B=ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 68.60 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 61.70 psi Calculated System Flow Rate: 31.27 gpm Calculated Inflow Residual Pressure: 61.56 psi Available Residual Pressure At System Flow: 68.59 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Number Of Active Nodes: 39 Number Of Active Pipes: 40 Number Of Inactive Pipes: 160 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 Nh .. Page 2 Fire Sprinkler Output Data 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) WPM) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 10 0.00 11.50 0.00 29.95 0.75 7.32 0.03264 9.50 0.669 50 0.00 11.50 0.00 29.28 0.874 7.32 FET 11.00 0.000 CPVC 150 3.91 0 20.50 0.669 15 4.90 22.00 13.01 7.05 0.75 13.01 0.09455 0.50 0.709 16 0.00 22.50 0.00 7.54 0.874 13.01 E 7.00 -0.217 CPVC 150 6.96 0 7.50 0.493 17 4.90 22.00 13.26 7.32 0.75 13.26 0.09795 0.50 0.735 18 0.00 22.50 0.00 7.84 0.874 13.26 E 7.00 -0.217 CPVC 150 7.09 0 7.50 0.518 2 0.00 11.50 0.00 34.74 0.75 0.00 0.00000 9.50 0.000 22 0.00 11.50 0.00 34.74 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 10.50 0.000 4 0.00 11.50 0.00 34.74 0.75 0.00 0.00000 4.00 0.000 22 0.00 11.50 0.00 34.74 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 7.00 0.000 22 0.00 11.50 0.00 34.74 1.00 0.00 0.00000 47.50 0.000 24 0.00 13.00 0.00 34.09 1.101 0.00 8F2E 22.00 -0.650 CPVC 150 0.00 0 69.50 -0.649 24 0.00 13.00 0.00 34.09 1.00 0.00 0.00000 31.50 0.000 26 0.00 10.50 0.00 35.18 1.101 0.00 F2E3T 30.00 1.083 CPVC 150 0.00 0 61.50 1.083 26 0.00 10.50 0.00 35.18 0.75 0.00 0.03264 42.50 2.105 30 0.00 14.50 0.00 31.34 0.874 7.32 8F2E 22.00 1.732 CPVC 150 3.91 0 64.50 3.837 6 0.00 14.50 0.00 31.34 0.75 0.00 0.00000 6.00 0.000 28 0.00 14.50 0.00 31.34 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 8 0.00 14.50 0.00 31.34 0.75 0.00 0.00000 4.50 0.000 28 0.00 14.50 0.00 31.34 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 7.50 0.000 30 0.00 14.50 0.00 31.34 0.75 0.00 0.03264 50.50 2.693 10 0.00 11.50 0.00 29.95 0.874 7.32 2F3E3T 32.00 -1.299 CPVC 150 3.91 0 82.50 1.394 28 0.00 14.50 0.00 31.34 0.75 0.00 0.00000 8.00 0.000 30 0.00 14.50 0.00 31.34 0.874 0.00 2ET 17.00 0.000 CPVC 150 0.00 0 25.00 0.000 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 Nh .. Page 3 Fire Sprinkler Output Data 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) WPM) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 12 0.00 22.50 0.00 22.73 0.75 0.00 0.00000 6.00 0.000 32 0.00 22.50 0.00 22.73 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 32 0.00 22.50 0.00 22.73 0.75 0.00 0.05403 21.00 1.459 38 0.00 22.50 0.00 21.27 0.874 9.61 6F 6.00 0.000 CPVC 150 5.14 0 27.00 1.459 14 0.00 22.50 0.00 23.22 0.75 0.00 0.00000 0.50 0.000 34 0.00 22.50 0.00 23.22 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 3.50 0.000 32 0.00 22.50 0.00 22.73 0.75 0.00 0.05403 6.00 0.486 34 0.00 22.50 0.00 23.22 0.874 9.61 T 3.00 0.000 CPVC 150 5.14 0 9.00 0.486 34 0.00 22.50 0.00 23.22 0.75 0.00 0.05404 3.00 0.540 36 0.00 22.50 0.00 23.76 0.874 9.61 E 7.00 0.000 CPVC 150 5.14 0 10.00 0.540 38 0.00 22.50 0.00 21.27 0.75 9.61 0.05403 16.00 1.135 44 0.00 22.50 0.00 20.14 0.874 9.61 2FT 5.00 0.000 CPVC 150 5.14 0 21.00 1.135 16 0.00 22.50 0.00 7.54 0.75 0.00 0.09455 10.00 1.229 40 0.00 22.50 0.00 8.77 0.874 13.01 T 3.00 0.000 CPVC 150 6.96 0 13.00 1.229 18 0.00 22.50 0.00 7.84 0.75 0.00 0.09795 6.50 0.931 40 0.00 22.50 0.00 8.77 0.874 13.26 T 3.00 0.000 CPVC 150 7.09 0 9.50 0.931 40 0.00 22.50 0.00 8.77 0.75 0.00 0.34699 14.00 5.899 42 0.00 22.50 0.00 14.67 0.874 26.27 3F 3.00 0.000 CPVC 150 14.05 0 17.00 5.899 42 0.00 22.50 0.00 14.67 1.00 0.00 0.11271 36.50 5.467 44 0.00 22.50 0.00 20.14 1.101 26.27 7FT 12.00 0.000 CPVC 150 8.85 0 48.50 5.467 44 0.00 22.50 0.00 20.14 1.00 16.65 0.04851 28.50 2.838 46 0.00 21.00 0.00 23.62 1.101 16.65 4F3ET 30.00 0.650 CPVC 150 5.61 0 58.50 3.487 26 0.00 10.50 0.00 35.18 1.00 0.00 0.01061 59.00 1.082 48 0.00 12.50 0.00 35.39 1.101 7.32 8F5E 43.00 -0.866 CPVC 150 2.47 0 102.00 0.216 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 Nh .. Page 4 Fire Sprinkler Output Data 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) WPM) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 36 0.00 22.50 0.00 23.76 0.75 0.00 0.05404 11.00 0.756 50 0.00 11.50 0.00 29.28 0.874 9.61 T 3.00 4.763 CPVC 150 5.14 0 14.00 5.519 48 0.00 12.50 0.00 35.39 1.00 0.00 0.01061 36.50 0.673 52 0.00 10.50 0.00 36.93 1.101 7.32 3F2E2T 27.00 0.866 CPVC 150 2.47 0 63.50 1.539 50 0.00 11.50 0.00 29.28 1.00 2.29 0.00124 44.00 0.061 54 0.00 11.50 0.00 29.34 1.101 2.29 5F 5.00 0.000 CPVC 150 0.77 0 49.00 0.061 46 0.00 21.00 0.00 23.62 1.00 0.00 0.04851 9.50 0.800 56 0.00 11.50 0.00 28.54 1.101 16.65 E 7.00 4.114 CPVC 150 5.61 0 16.50 4.914 54 0.00 11.50 0.00 29.34 1.00 0.00 0.00124 28.50 0.050 58 0.00 11.50 0.00 29.39 1.101 2.29 2F2T 12.00 0.000 CPVC 150 0.77 0 40.50 0.050 56 0.00 11.50 0.00 28.54 1.00 0.00 0.04851 6.50 0.849 58 0.00 11.50 0.00 29.39 1.101 16.65 F2T 11.00 0.000 CPVC 150 5.61 0 17.50 0.849 52 0.00 10.50 0.00 36.93 1.00 0.00 0.01061 53.00 0.711 60 0.00 10.50 0.00 37.64 1.101 7.32 4F2T 14.00 0.000 CPVC 150 2.47 0 67.00 0.711 58 0.00 11.50 0.00 29.39 1.00 0.00 0.06159 79.00 7.822 60 0.00 10.50 0.00 37.64 1.101 18.95 5F4E3T 48.00 0.433 CPVC 150 6.39 0 127.00 8.255 60 0.00 10.50 0.00 37.64 1.00 0.00 0.11273 24.00 5.186 100 0.00 10.50 0.00 42.83 1.101 26.27 3F2ET 22.00 0.000 CPVC 150 8.85 0 46.00 5.186 100 0.00 10.50 0.00 42.83 1.00 0.00 0.11273 10.50 2.830 125 0.00 0.00 0.00 50.20 1.101 26.27 2FEC 14.60 4.547 CPVC 150 8.85 0 25.10 7.376 125 0.00 0.00 0.00 50.20 1.00 0.00 0.15970 1.00 1.278 140 0.00 0.00 5.00 51.48 1.025 26.27 T 7.00 0.000 TYPE L COPPER TUBE 150 10.21 0 8.00 1.278 140 0.00 0.00 5.00 51.48 1.25 5.00 0.07913 4.00 1.045 160 0.00 -3.00 0.00 53.83 1.265 31.27 3EG 9.20 1.299 TYPE L COPPER TUBE 150 7.98 0 13.20 2.344 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 5 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe -Len. PF-(psi) Elevation End. KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) 160 0.00 -3.00 0.00 53.83 2.00 0.00 0.01360 100.00 1.456 180 0.00 -3.00 0.00 55.28 1.816 31.27 F 7.00 0.000 HDPE SDR-9 150 3.87 0 107.00 1.456 180 0.00 -3.00 0.00 55.28 1.00 0.00 0.22045 2.00 1.764 185 0.00 -3.00 0.00 57.04 1.025 31.27 2E 6.00 0.000 TYPE L COPPER TUBE 150 12.16 0 8.00 1.764 185 Meter -3.00 57.04 31.27 190 2.00 psi -3.00 59.05 190 0.00 -3.00 0.00 59.05 1.50 0.00 0.03396 20.00 0.783 200 0.00 -7.00 0.00 61.56 1.505 31.27 B 3.06 1.732 TYPE L COPPER TUBE 150 5.64 0 23.06 2.515 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 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 rr. Page 6 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 15 HMD Actual Residual Pressure: 7.05 psi HMD Actual GPM: 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: 26.27 gpm Average Sprinkler Flow: 13.14 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 40 - 42 ) 14.05 ft/sec Maximum Velocity Pressure ( In Pipe 40 - 42) 1.33 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0072 psi Actual Average Nodal Pressure Imbalance: 0.0046 psi Actual Maximum Nodal Flow Imbalance: 0.0021 gpm Actual Average Nodal Flow Imbalance: 0.0002 gpm Overall Network Summary Number Of Unique Pipe Sections: 40 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 44.19 gal Sprinkler Flow: 26.27 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 61.56 psi Demand Flow At System Inflow Node: 31.27 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Politis Prescott, AZ 86301 N .. Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 80 6 _ 70 N Q 6 (60 D L N 50 ^L LL 40 30 20 10 0 1 2 3 4 5 6 7 8 9 10 Flowrate(x100) gpm Supply Curve Data Static Pressure: 68.6 psi Test Residual Pressure: 61.7 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 61.56 psi Calculated Flow Rate: 31.27 gpm Excess Available Residual Pressure At Calculated Flow: 7.03 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi 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 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 — POLITIS RESIDENCE FSS2022-0171 / 53673 FREMONT WAY, 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 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: 53673 FREMONT WAY PERMIT#: FSS2022-0171 AT ED: 5/13/2022 DESCRIPTION: POLITIS RESIDENCE CONTRACTOR: D MECHANICAL FIRE INC TJ 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 A January 31, 2023 City of La Quinta To whom it may concern:; FSS2021-0258 We need an extension on the above permit number due to the fact that the construction of the home has taken longer than expected. Thnk you, Kathr �'''' JD echanical Fire Inc. 82579 Fleming Way, Suite D Indio, Ca. 92201 82-579 Fleming Way Suite D Indio, CA 92201 760-775-6220 jd@jdmechanical.co License #1020141