Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
FSS2022-0001
Description: INSTALL NEW FIRE SPRINKLER SYSTEM Type: FIRE SPRINKLER (WEB) Subtype: RESIDENTIAL - CUSTOM Status: ISSUED Applied: 1/5/2022 ECON HOMES Approved: 1/31/2022 KHET Parcel No: 767680039 Site Address: 53551 ROSS AVE LA QUINTA,CA 92253 Subdivision: TR 33076-1 Block: Lot: 34 Issued: ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $20,115.00 Occupancy Type: Construction Type: Expired: 10/11/2022 KHET No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 1 26 �J Applied to Approved ADDITIONAL CHRONOLOGY NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITED INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC AL.CO CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITED INDIO I CA I 92201 I (760)775-6220 I KATHY@JDMECHANIC I IAL.CO OWNER LUCIAN & CAROLINE GRAINGE 2220 COLORADO AVE I SANTA MONICA I CA 1 90404 1 (760)775-6220 Printed: Friday, September 22, 2023 4:55:16 PM 1 of 4 WSYSiEMS DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL RE- 101-0000-42421 0 $167.00 $0.00 INSPECTION FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42421 0 $333.00 $333.00 4/11/22 WEB11372 636556114 CREDIT 1020141 ECON 41 FAMILY DETACHED FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42420 0 $250.00 $250.00 4/11/22 WEB11372 636556114 CREDIT 1020141 ECON 41 FAMILY DETACHED PC Total Paid for FIRE FEES: $750.00 $583.00 RECORDS 101-0000-42416 0 $11.00 $11.00 4/11/22 WEB11372 636556114 CREDIT 1020141 ECON MANAGEMENT FEE 41 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 4/11/22 WEB11372 636556114 CREDIT 1020141 ECON ENHANCEMENT FEE 41 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:OO $599.00 SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE Majority of the residence was completed. A couple of areas on the 2nd level remain to OVERHEAD ROUGH PARTIALLY be completed. Okay to cover the PIPING KHET 4/14/2022 4/14/2022 APPROVED Phase 1 inspected/completed locations. Revised Plans and Calcs Required prior to final OVERHEAD HYRO KHET 4/14/2022 4/14/2022 PARTIALLY Phase 1 APPROVED Printed: Friday, September 22, 2023 4:55:16 PM 2 of 4 WsYsrEMS RETURNED STATUS REMARKS REVIEW TYPE REVIEWER SENT DATE DUE DATE DATE 1ST FIRE - ETRAKIT KOHL 1/5/2022 1/20/2022 1/31/2022 APPROVED SEE ATTACHMENTS (2 WK) HETRICK 1ST PERMIT TECH — PERMIT TECH 1/5/2022 1/6/2022 1/6/2022 COMPLETE ETRAKIT (1 DAY) BUCKET BOND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/5/2022 Etrakit Contractor 1ST SUBMITTAL Scan_0150.pdf 1 APPLICATION DOC 1/5/2022 Etrakit Contractor 1ST SUBMITTAL CVWD Scan.pdf grainge.pdf 1 FLOW ANALYSIS DOC 1/5/2022 Etrakit Contractor 1ST SUBMITTAL SENJU 8464 Senju Concealed 1 SPRINKLER 4.9.pdf grainge.pdf DOC 1/5/2022 Etrakit Contractor 1ST SUBMITTAL AREA 1.pdf grainge.pdf 1 HYDRAULIC TALC 1 DOC 1/5/2022 Etrakit Contractor 1ST SUBMITTAL AREA 2.pdf grainge.pdf 1 HYDRAULIC TALC 2 DOC 1/5/2022 Etrakit Contractor 1ST SUBMITTAL AREA 3.pdf grainge.pdf 1 HYDRAULIC CALC 3 DOC 1/5/2022 Etrakit Contractor 1ST SUBMITTAL AREA 4.pdf grainge.pdf 1 HYDRAULIC CALC 4 DOC 1/5/2022 Etrakit Contractor 1ST SUBMITTAL FIRE GRAINGE FS PLAN 1- 1 SPRINKLER PLANS 2.pdf FSS2022-0001- FSS2022-0001- DOC 1/31/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 1/31/2022 KOHL HETRICK FSS2022-0001 - COA FSS2022-0001 - COA 1 AND JOB CARD.pdf AND JOB CARD.pdf Printed: Friday, September 22, 2023 4:55:16 PM 3 of 4 WsYsrEMS Printed: Friday, September 22, 2023 4:55:16 PM 4 of 4 WsYsrEMS NOTES CPVC FILLING FRICTION LOSS „e v,,x.,a.e� „� ®"°w. •w•..v'....^� 11 IISI -B I ANBLAD NPw6sCSHALL BE NEY A "• 1 1/+' 11/r r FIG 28/t • xwlxux FROM va,_s 'z�'� q� v �.. f �„�FSi� �,•: AL �f6ffR PE TYPE UNLESS NOTED OTHERWISE�N � B' MININN BETVEEN KADS ; y Ig� V ms ` ALL PIPE SIZES ARE 3/N' C019PRTNENTS vlix ONE HG➢ R1 aMB ff DESIGN IS IN gCLDR➢gNLE 9' Mgxinun FROM WgLLS TRLas La[ ArPROVED PIPE sTRAPs ArvD scREvs WITH THE 2016 CRC 6 CFC UNLESS NOTE➢ OTHERWISE ALL OTHER COMPARTMENTS 8' MAXIXUX FROM VALLS ANO J1 6 —M7jB REPLACED WITH A NEW LISTED SPRMlfR 16' Xq%MM BETVEEN HEADS G ,, TER THAT HAD BEEN IN 1 1. 29 �m,..O O BU IF XAxII4 .TB'SBETVEEN HAN6ERSBFORFI'WPIPINMl MAxII I AW I' Plff xA%xIMUM OF 6A%FROM SPRINKLER HEADS FOR - PIK. _ N N%49v[B xvX[R TO MAINTAIN THE INTEGRITY OF THE Fg1Mf xA� 01 NNRAAC. MCI ANT 101 C W THECXA[T LOCATIONS SHOWN ON PUN. UGN (SIRA PUN). z DRILLING STRICT e{IW0.W[ENVITH THE EG OF U[B[RAL MEMBERS SMALL C q RESPONSIBLE FOR TIE INSTALLATICIM OF ALL .TBy'?.T'v DYING LlAlN&ICTIGN. lu 'x n ul u i I r-r x ull AWITOR IN AWL THY l GF SYSTEM PENDING FINAL INSPECTIBI Br THE IC III '��K TEE ARE REQUIRED IN ACCORDANCE WITH THE CANABIJINVA PH IN IN MATCH LINE SPRINKLER HEAT ZONES 2 HEAT SOURCE -------------- - e-rNACANUAC IL — NPUMB MESSED I.H. F - - - - - - - - ---T Iw COPPER II i� vd r IA S - - - -Tv-®G z gg s woH xTs ®® -o Hrt i ------------- Ea o o M ---- L @ I I Ig A, - I s x I� IN III ,. >. I m 4 ® ❑PEN ❑VE 9 olI .k"iI ro� .,I I II = e • Irr I F I I I PCEm + ® ------ a, ®" AM ® ® ®16�ag�li t I a - ® EMCY LPN TP .mow,. .... R—U!P ROVEED ¢ ti _ xs a ua BY: KONI Hetrilk� F�%M1 V z N M., Tan —.I ppA_ x.111. a. rcuEen vMv V Eiwt2zs vw¢ • me +e m 0 uk+— mTa a� MI m�FSS2022.0001 TAIL F P 1 xxix vu� ® WgTER METER INSTALLATION DE NOTES 1) ALL SYSTEM PIPING AND FITTINGS SHALL BE NEW AND U.L. LISTED, ALL CPVC IS BLAZEMASTER 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. FREEZE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH N,F,P,A, 13D SECTION 73, (SYSTEM MEETS SECTION 911) F(D_ = HYDRAULIC NODE POINT FLOW THROUGH (STRAIGHT RUN), 4-WAY CROSS FITTINGS, HAVE BEEN CALCULATED AS 2 FITTINGS. SPRINKLER HEAT ZONES HEAT SOURCE EDGE OF SOURCE TO ORDINARY INTERMEDIATE TEMP. SPRK. TEMP. SPRK. SIDE OF OPEN OR RECESSED FIREPLACE FRONT OF RECESSED 5'-0" 3'-O" FIREPLACE COAL- OR WOOD- 3'-6" 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 3'-0" 1'4' HOT AIR DIFFUSERS HOT WATER HEATER 0'-6' 0'-3" 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' DESIGN IS IN ACCORDANCE WITH THE 2016 CRC & CFC ALL PIPE SIZES ARE 3/4" UNLESS NOTED OTHERWISE AREA 2-1 @ 18 X 18 PSI REQ 42,90 GPM REQ 22.01 D E ❑❑R 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 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. AREA PSI RE GPM RE LFIG 29 HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE P .'10) CPVC DOUBLE FASTENER STRAP TYPE HANGER MATCH LINE HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE ILl 01yl,1[elI= 9:LI=0amlF1►lei 21:4 HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ;ACCE;7 P§ 0 0 . _I DOUBLE FASTENER STRAP TYPE HANGER GRAPHIC SCALE 0 5 10 20 ( IN FEET ) 3/16 inch = l'-0" O 4= M � O U � ]4 ou I O W Cu J Q LJ J Q Q Lj J Q Z O � v'i W Z o W Z 0 U U m U Cn w N Q w Q w J O m U � N �ld w Z m w O LLJ Y W � W � N m w Lw O li LLI o U U cn Of W J Y � � Z N 0000 (� (� J Q eo CD N E U-) CTl co Lr') & CU O `~ 4 C.7 Z_ J_ m 0 O N = Q L w O a z o 04 in J Q Q � N z LLJ w cl�f I z �p � >G a o Ln 1,D M � Q o r aw LLJ _ a- c) Q ¢ w U m m cr) c> _ w o o N a o w 1 o cal __ ^ I I Q CZ.J �_ � z° uiz c .. CD o � W Q U W Lj_J Q 3 Ln c25 Lf z H � I � � (Y ` L` 0 o W n �z 0 0 I� c�Ll h CO :D 2 ,,IR a�� OQTR%ct Domestic Water System Flow Analysis Domestic Water System Flow Analysis (Hydraulic Model) Requested By. JD MECHANICAL INC. Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Date: 1 6/18/20 Address: 82579 FLEMING WAY, STE. D APN: INDIO, CA 92201 Req. Fire Flow. gpm at 20psi for hours. Contact Name: KATHY SLOAN Project Name: 53605 ROSS AVENUE, MADISON Phone: 760.775.6220 CLUB, LA QUINTA, GRAINGE RESIDENCE Email: kathy@jdmechanical.co Cell; N/A Domestic Water System FIRE FLOW ANALYSIS -HYDRANT IN FRONT LOTS 34 & 35 ON ROSS AVE, FOR 53605 ROSS Flow Analysis location: AVENUE, MADISON CLUB, LA QUINTA, GEO 6-7-10-3, PZ 20-11123 iption Flow AaCombined 1 Test 1 tion (Ft): -2 Steadic (psi): 77.48 Rure (psi): 61.05 Fid (gpm): 4,800 ed Total: Model Information 2 Test 3 '1111 ly '' -7:7 sTest esticm flowableoutdingD'sia. Tested Mode; Junction: 12860 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726/26,82' Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (145') Model: Working 5-9-19-CVWD-DomesticWater 012616 Comments: The domestic water system is capable of providing 4,800 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple fire hydrants. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is greater than 5,000 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to suWy water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397. Completed By; 4�A� Date: WATEFR Page 1 of 1 ENG DS-016 (8/31/15) Z Residential Connection Charge Estimate Date: April 16, 2015 Customer Name: Bradshaw Construction Parcel No. 767-680-039 Address: 53551 Ross Ave., La Quinta Lot No. 34 Size of Lot: Phone No. (760) 347-4246 Geo. 06-07-10-3 LID: 668026 dock No. 40,075 Sp ft T 3 Type of Service: R.1: 0 Duplex: ❑ Triplex: ract No. 3076-1 ❑ AP ts: ❑ SWSC: $ - Acres: 0 SWSC: $13,011.00 SCC. A Treatment: $2,436/ed_u $2,415/edu Meter: $ - Meter Size: 11/2 _Collection: inch Meter surcharge: $ 8,621.00 Service size: 2 inch Service: $ - Meter & Service: $ 4,790.00 Backflow: $ - Other: A 600.00 (see explanation below) Sewer Lateral: $ _ Total: $ 14,011.00 Other: Abandon existing 2" service due to meter box is in the way of the Abandon / Relocate driveway. Information Supplied By Customer Domestic Water Demand* Max. Flow=— 29 gpm Min. Pressure= Fire Sprinkler Demt Max. Flow= Min. Pressure= 5 stem T e• 45 31.36 gpm 45 Multi ❑� Stand Alone ❑ * CVWD USES WORST CASE CONDITION CVWD System Data Service Connection" Max. Flow*= 31.4 gprn Inlet Pressure 1= 71 psi Outlet Pressure= 58 psi Meter Size = 1 1/2 inch Service Size= 2 inch a Prior to Pressure Regulating Valve ** For Calculation Purposes- service Connection Includes: Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Notes: Tract No. 33076-1, Madison Club. This tract is part of a Special Agreement we do not collect the WSBFC nor the CSC of the SCC fee. The TFC was paid on 10/1/07, MCR No. 121101. The SWSC was satisfied 12/23/13. Per Construction Dwg. No. 34195 there is an existing 2" service & per Dwg. No. 34210 there is an existing lateral. E- mail Invoice to: mark@markbradshawconstruction.com **Even though you were appv'd a 1" meter you prefer upgrading to a 1 1/2" meter** PZ 15-6260 Technician: Sandra Villalobos Approved by: Date: 4- cvwd-950 ** ******This is just a QUOTE, all fees are subie to Ch�a********* 1i2av TR/1d! - o , --------------------------- CUT LINE Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge Prescott, AZ 86301 N .. Page 1 General Project Data Report General Data Project Title: Grainge Project File Name: Grainge..fiw Designed By: Marissa Cabral Date: May 17, 2021 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: 53-551 Ross Ave 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: 71.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 63.90 psi Calculated System Flow Rate: 32.01 gpm Calculated Inflow Residual Pressure: 62.91 psi Available Residual Pressure At System Flow: 70.99 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: 42 Number Of Active Pipes: 47 Number Of Inactive Pipes: 153 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge 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) 1 4.90 23.00 13.01 7.05 0.75 13.01 0.09455 0.50 0.709 2 0.00 23.50 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 23.00 14.00 8.17 0.75 14.00 0.10836 0.50 0.379 4 0.00 23.50 0.00 8.33 0.874 14.00 T 3.00 -0.217 CPVC 150 7.49 0 3.50 0.163 22 0.00 23.50 0.00 8.35 0.75 0.00 0.11825 11.00 1.419 6 0.00 23.50 0.00 9.77 0.874 14.68 F 1.00 0.000 CPVC 150 7.85 0 12.00 1.419 2 0.00 23.50 0.00 7.54 0.75 0.00 0.09455 5.50 0.804 22 0.00 23.50 0.00 8.35 0.874 13.01 T 3.00 0.000 CPVC 150 6.96 0 8.50 0.804 22 0.00 23.50 0.00 8.35 0.75 1.67 0.00212 6.50 0.016 4 0.00 23.50 0.00 8.33 0.874 1.67 F 1.00 0.000 CPVC 150 0.89 0 7.50 0.016 6 0.00 23.50 0.00 9.77 0.75 0.00 0.11825 5.00 0.946 24 0.00 23.50 0.00 10.71 0.874 14.68 T 3.00 0.000 CPVC 150 7.85 0 8.00 0.946 24 0.00 23.50 0.00 10.71 0.75 1.78 0.00238 41.50 0.120 26 0.00 23.50 0.00 10.83 0.874 1.78 6FT 9.00 0.000 CPVC 150 0.95 0 50.50 0.120 4 0.00 23.50 0.00 8.33 0.75 12.33 0.08565 21.00 2.227 28 0.00 23.50 0.00 10.56 0.874 12.33 2FT 5.00 0.000 CPVC 150 6.59 0 26.00 2.227 26 0.00 23.50 0.00 10.83 0.75 0.00 0.00238 36.50 0.108 30 0.00 23.50 0.00 10.94 0.874 1.78 3F2T 9.00 0.000 CPVC 150 0.95 0 45.50 0.108 28 0.00 23.50 0.00 10.56 0.75 5.41 0.01867 16.50 0.383 30 0.00 23.50 0.00 10.94 0.874 5.41 FT 4.00 0.000 CPVC 150 2.89 0 20.50 0.383 28 0.00 23.50 0.00 10.56 0.75 6.92 0.02940 64.00 2.910 32 0.00 22.50 0.00 13.90 0.874 6.92 F4E2T 35.00 0.433 CPVC 150 3.70 0 99.00 3.343 30 0.00 23.50 0.00 10.94 0.75 0.00 0.03159 49.00 2.527 32 0.00 22.50 0.00 13.90 0.874 7.19 4ET 31.00 0.433 CPVC 150 3.85 0 80.00 2.960 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge 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 13.90 0.75 0.00 0.10991 47.50 7.529 34 0.00 22.50 0.00 21.43 0.874 14.11 7F2E 21.00 0.000 CPVC 150 7.55 0 68.50 7.529 24 0.00 23.50 0.00 10.71 0.75 12.90 0.09311 11.50 1.350 36 0.00 12.00 0.00 17.04 0.874 12.90 T 3.00 4.980 CPVC 150 6.90 0 14.50 6.330 36 0.00 12.00 0.00 17.04 0.75 0.00 0.09311 3.00 0.559 38 0.00 12.00 0.00 17.60 0.874 12.90 T 3.00 0.000 CPVC 150 6.90 0 6.00 0.559 38 0.00 12.00 0.00 17.60 0.75 5.90 0.02188 41.50 1.696 40 0.00 13.00 0.00 18.86 0.874 5.90 5F4ET 36.00 -0.433 CPVC 150 3.15 0 77.50 1.263 38 0.00 12.00 0.00 17.60 0.75 7.00 0.03007 71.00 2.977 42 0.00 14.00 0.00 19.71 0.874 7.00 8F2E2T 28.00 -0.866 CPVC 150 3.75 0 99.00 2.111 40 0.00 13.00 0.00 18.86 0.75 0.00 0.02188 35.50 1.302 44 0.00 14.00 0.00 19.73 0.874 5.90 4F2E2T 24.00 -0.433 CPVC 150 3.15 0 59.50 0.869 42 0.00 14.00 0.00 19.71 0.75 0.86 0.00062 27.00 0.021 44 0.00 14.00 0.00 19.73 0.874 0.86 3FT 6.00 0.000 CPVC 150 0.46 0 33.00 0.021 42 0.00 14.00 0.00 19.71 0.75 6.14 0.02359 54.50 1.875 46 0.00 12.50 0.00 22.24 0.874 6.14 8F2ET 25.00 0.650 CPVC 150 3.28 0 79.50 2.525 44 0.00 14.00 0.00 19.73 0.75 0.00 0.02815 58.00 1.999 48 0.00 12.50 0.00 22.38 0.874 6.76 3FET 13.00 0.650 CPVC 150 3.61 0 71.00 2.648 46 0.00 12.50 0.00 22.24 0.75 0.00 0.02359 79.00 2.241 50 0.00 12.50 0.00 24.48 0.874 6.14 7F3T 16.00 0.000 CPVC 150 3.28 0 95.00 2.241 48 0.00 12.50 0.00 22.38 0.75 0.00 0.02815 38.50 2.097 50 0.00 12.50 0.00 24.48 0.874 6.76 5F4ET 36.00 0.000 CPVC 150 3.61 0 74.50 2.097 34 0.00 22.50 0.00 21.43 0.75 0.00 0.10991 11.50 2.033 52 0.00 11.00 0.00 28.44 0.874 14.11 E 7.00 4.980 CPVC 150 7.55 0 18.50 7.013 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge 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) 50 0.00 12.50 0.00 24.48 0.75 0.00 0.09311 33.50 5.074 54 0.00 11.00 0.00 30.20 0.874 12.90 4F2ET 21.00 0.650 CPVC 150 6.90 0 54.50 5.724 52 0.00 11.00 0.00 28.44 0.75 0.00 0.10991 10.00 1.759 54 0.00 11.00 0.00 30.20 0.874 14.11 2T 6.00 0.000 CPVC 150 7.55 0 16.00 1.759 54 0.00 11.00 0.00 30.20 1.00 0.00 0.11869 34.00 5.104 56 0.00 11.00 0.00 35.30 1.101 27.01 4FT 9.00 0.000 CPVC 150 9.10 0 43.00 5.104 56 0.00 11.00 0.00 35.30 1.00 10.92 0.02221 85.00 2.732 58 0.00 11.00 0.00 38.04 1.101 10.92 5F4ET 38.00 0.000 CPVC 150 3.68 0 123.00 2.732 56 0.00 11.00 0.00 35.30 1.00 16.09 0.04553 68.50 4.531 60 0.00 12.00 0.00 39.40 1.101 16.09 7F2E2T 31.00 -0.433 CPVC 150 5.42 0 99.50 4.098 58 0.00 11.00 0.00 38.04 1.00 0.00 0.02221 53.00 1.799 60 0.00 12.00 0.00 39.40 1.101 10.92 4F2E2T 28.00 -0.433 CPVC 150 3.68 0 81.00 1.366 8 0.00 9.50 0.00 44.34 0.75 0.00 0.00000 29.00 0.000 62 0.00 9.50 0.00 44.34 0.874 0.00 3FE 10.00 0.000 CPVC 150 0.00 0 39.00 0.000 10 0.00 9.50 0.00 44.34 0.75 0.00 0.00000 12.00 0.000 62 0.00 9.50 0.00 44.34 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 15.00 0.000 12 0.00 9.50 0.00 44.34 0.75 0.00 0.00000 1.50 0.000 62 0.00 9.50 0.00 44.34 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 4.50 0.000 62 0.00 9.50 0.00 44.34 0.75 0.00 0.00000 8.00 0.000 64 0.00 0.00 0.00 48.46 0.874 0.00 E 7.00 4.114 CPVC 150 0.00 0 15.00 4.114 64 0.00 0.00 0.00 48.46 1.00 0.00 0.00000 3.00 0.000 66 0.00 -3.00 0.00 49.75 1.025 0.00 3E 9.00 1.299 TYPE L COPPER TUBE 150 0.00 0 12.00 1.299 66 0.00 -3.00 0.00 49.75 1.25 0.00 0.00000 60.00 0.000 68 0.00 -3.00 0.00 49.75 1.360 0.00 E 7.00 0.000 HDPE SDR-9 150 0.00 0 67.00 0.000 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge Prescott, AZ 86301 Nh .. Page 5 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) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 68 0.00 -3.00 0.00 49.75 1.00 0.00 0.00000 3.00 0.000 70 0.00 0.00 0.00 48.46 1.025 0.00 3E 9.00 -1.299 TYPE L COPPER TUBE 150 0.00 0 12.00 -1.299 60 0.00 12.00 0.00 39.40 1.00 0.00 0.11869 12.50 3.857 72 0.00 9.50 0.00 44.34 1.101 27.01 F2ET 20.00 1.083 CPVC 150 9.10 0 32.50 4.940 70 0.00 0.00 0.00 48.46 0.75 0.00 0.00000 40.00 0.000 72 0.00 9.50 0.00 44.34 0.874 0.00 6F2ET 23.00 -4.114 CPVC 150 0.00 0 63.00 -4.113 72 0.00 9.50 0.00 44.34 1.00 0.00 0.11871 8.50 1.959 100 0.00 9.50 0.00 46.30 1.101 27.01 FE 8.00 0.000 CPVC 150 9.10 0 16.50 1.959 100 0.00 9.50 0.00 46.30 1.00 125 0.00 0.00 0.00 53.39 1.101 CPVC 150 125 0.00 0.00 0.00 53.39 1.00 140 0.00 0.00 5.00 54.74 1.025 TYPE L COPPER TUBE 150 140 0.00 0.00 5.00 54.74 1.25 160 0.00 -3.00 0.00 57.13 1.265 TYPE L COPPER TUBE 150 160 0.00 -3.00 0.00 57.13 2.00 180 0.00 -3.00 0.00 57.94 1.816 HDPE SDR-9 150 180 0.00 -3.00 0.00 57.94 1.00 185 0.00 -1.00 0.00 58.91 1.025 TYPE L COPPER TUBE 150 0.00 0.11871 27.01 2FEC 9.10 0 0.00 0.16817 27.01 T 10.50 0 5.00 0.08265 32.01 3EG 8.17 0 0.00 0.01421 32.01 F 3.97 0 0.00 0.23026 32.01 2E 12.45 0 10.50 2.980 14.60 4.114 25.10 7.093 1.00 1.345 7.00 0.000 8.00 1.345 4.00 1.091 9.20 1.299 13.20 2.390 50.00 0.810 7.00 0.000 57.00 0.810 2.00 1.842 6.00 -0.866 8.00 0.976 185 Meter -1.00 58.91 31.99 190 2.00 psi -1.00 60.92 190 0.00 -1.00 0.00 60.92 2.00 0.00 0.01140 20.00 0.263 200 0.00 -5.00 0.00 62.91 1.900 32.01 B 3.06 1.732 TYPE L COPPER TUBE 150 3.62 0 23.06 1.995 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 __ Grainge 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: 0.053 gpm/ft2 Application Average Area Per Sprinkler: 256.00 ft2 Sprinkler Flow: 27.01 gpm Average Sprinkler Flow: 13.51 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 180 - 185 ) 12.45 ft/sec Maximum Velocity Pressure ( In Pipe 180 - 185) 1.04 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0098 psi Actual Average Nodal Pressure Imbalance: 0.0042 psi Actual Maximum Nodal Flow Imbalance: -0.0194 gpm Actual Average Nodal Flow Imbalance: 0.0010 gpm Overall Network Summary Number Of Unique Pipe Sections: 47 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 51.17 gal Sprinkler Flow: 27.01 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 62.91 psi Demand Flow At System Inflow Node: 32.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge Prescott, AZ 86301 N .. Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 80 71 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: 71 psi Test Residual Pressure: 63.9 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 62.91 psi Calculated Flow Rate: 32.01 gpm Excess Available Residual Pressure At Calculated Flow: 8.08 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 __ Grainge Prescott, AZ 86301 N .. Page 1 General Project Data Report General Data Project Title: Grainge Project File Name: Grainge..fiw Designed By: Marissa Cabral Date: May 17, 2021 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: 53-551 Ross Ave 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: 71.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 63.90 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 42.90 psi Available Residual Pressure At System Flow: 70.99 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: 41 Number Of Active Pipes: 46 Number Of Inactive Pipes: 154 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge 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) 22 0.00 23.50 0.00 12.64 0.75 0.00 0.02235 6.50 0.168 4 0.00 23.50 0.00 12.81 0.874 5.97 F 1.00 0.000 CPVC 150 3.19 0 7.50 0.168 5 4.90 23.00 17.01 12.05 0.75 17.01 0.15522 0.50 0.543 6 0.00 23.50 0.00 12.38 0.874 17.01 T 3.00 -0.217 CPVC 150 9.09 0 3.50 0.327 2 0.00 23.50 0.00 12.64 0.75 0.00 0.00000 5.50 0.000 22 0.00 23.50 0.00 12.64 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 8.50 0.000 22 0.00 23.50 0.00 12.64 0.75 5.96 0.02235 11.00 0.268 6 0.00 23.50 0.00 12.38 0.874 5.96 F 1.00 0.000 CPVC 150 3.19 0 12.00 0.268 6 0.00 23.50 0.00 12.38 0.75 11.04 0.06980 5.00 0.558 24 0.00 23.50 0.00 12.94 0.874 11.04 T 3.00 0.000 CPVC 150 5.90 0 8.00 0.558 24 0.00 23.50 0.00 12.94 0.75 2.74 0.00530 41.50 0.268 26 0.00 23.50 0.00 13.20 0.874 2.74 6FT 9.00 0.000 CPVC 150 1.47 0 50.50 0.268 4 0.00 23.50 0.00 12.81 0.75 0.00 0.02235 21.00 0.581 28 0.00 23.50 0.00 13.39 0.874 5.97 2FT 5.00 0.000 CPVC 150 3.19 0 26.00 0.581 26 0.00 23.50 0.00 13.20 0.75 0.00 0.00530 36.50 0.241 30 0.00 23.50 0.00 13.44 0.874 2.74 3F2T 9.00 0.000 CPVC 150 1.47 0 45.50 0.241 28 0.00 23.50 0.00 13.39 0.75 1.81 0.00246 16.50 0.050 30 0.00 23.50 0.00 13.44 0.874 1.81 FT 4.00 0.000 CPVC 150 0.97 0 20.50 0.050 28 0.00 23.50 0.00 13.39 0.75 4.16 0.01145 64.00 1.134 32 0.00 22.50 0.00 14.96 0.874 4.16 F4E2T 35.00 0.433 CPVC 150 2.22 0 99.00 1.567 30 0.00 23.50 0.00 13.44 0.75 0.00 0.01354 49.00 1.083 32 0.00 22.50 0.00 14.96 0.874 4.55 4ET 31.00 0.433 CPVC 150 2.43 0 80.00 1.516 32 0.00 22.50 0.00 14.96 0.75 0.00 0.04497 47.50 3.081 34 0.00 22.50 0.00 18.04 0.874 8.71 7F2E 21.00 0.000 CPVC 150 4.66 0 68.50 3.081 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge 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 23.50 0.00 12.94 0.75 8.30 0.04117 11.50 0.597 36 0.00 12.00 0.00 18.51 0.874 8.30 T 3.00 4.980 CPVC 150 4.44 0 14.50 5.576 36 0.00 12.00 0.00 18.51 0.75 0.00 0.04117 3.00 0.247 38 0.00 12.00 0.00 18.76 0.874 8.30 T 3.00 0.000 CPVC 150 4.44 0 6.00 0.247 38 0.00 12.00 0.00 18.76 0.75 3.79 0.00967 41.50 0.750 40 0.00 13.00 0.00 19.08 0.874 3.79 5F4ET 36.00 -0.433 CPVC 150 2.03 0 77.50 0.317 38 0.00 12.00 0.00 18.76 0.75 4.51 0.01330 71.00 1.316 42 0.00 14.00 0.00 19.21 0.874 4.51 8F2E2T 28.00 -0.866 CPVC 150 2.41 0 99.00 0.450 40 0.00 13.00 0.00 19.08 0.75 0.00 0.00967 35.50 0.576 44 0.00 14.00 0.00 19.22 0.874 3.79 4F2E2T 24.00 -0.433 CPVC 150 2.03 0 59.50 0.143 42 0.00 14.00 0.00 19.21 0.75 0.55 0.00028 27.00 0.009 44 0.00 14.00 0.00 19.22 0.874 0.55 3FT 6.00 0.000 CPVC 150 0.30 0 33.00 0.009 42 0.00 14.00 0.00 19.21 0.75 3.95 0.01043 54.50 0.829 46 0.00 12.50 0.00 20.69 0.874 3.95 8F2ET 25.00 0.650 CPVC 150 2.11 0 79.50 1.479 44 0.00 14.00 0.00 19.22 0.75 0.00 0.01245 58.00 0.884 48 0.00 12.50 0.00 20.75 0.874 4.35 3FET 13.00 0.650 CPVC 150 2.33 0 71.00 1.533 46 0.00 12.50 0.00 20.69 0.75 0.00 0.01043 79.00 0.991 50 0.00 12.50 0.00 21.68 0.874 3.95 7F3T 16.00 0.000 CPVC 150 2.11 0 95.00 0.991 48 0.00 12.50 0.00 20.75 0.75 0.00 0.01245 38.50 0.927 50 0.00 12.50 0.00 21.68 0.874 4.35 5F4ET 36.00 0.000 CPVC 150 2.33 0 74.50 0.927 34 0.00 22.50 0.00 18.04 0.75 0.00 0.04497 11.50 0.832 52 0.00 11.00 0.00 23.85 0.874 8.71 E 7.00 4.980 CPVC 150 4.66 0 18.50 5.812 50 0.00 12.50 0.00 21.68 0.75 0.00 0.04117 33.50 2.244 54 0.00 11.00 0.00 24.57 0.874 8.30 4F2ET 21.00 0.650 CPVC 150 4.44 0 54.50 2.893 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge 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) 52 0.00 11.00 0.00 23.85 0.75 0.00 0.04497 10.00 0.720 54 0.00 11.00 0.00 24.57 0.874 8.71 2T 6.00 0.000 CPVC 150 4.66 0 16.00 0.720 54 0.00 11.00 0.00 24.57 1.00 0.00 0.05042 34.00 2.168 56 0.00 11.00 0.00 26.74 1.101 17.00 4FT 9.00 0.000 CPVC 150 5.73 0 43.00 2.168 56 0.00 11.00 0.00 26.74 1.00 6.87 0.00943 85.00 1.160 58 0.00 11.00 0.00 27.90 1.101 6.87 5F4ET 38.00 0.000 CPVC 150 2.32 0 123.00 1.160 56 0.00 11.00 0.00 26.74 1.00 10.13 0.01934 68.50 1.925 60 0.00 12.00 0.00 28.23 1.101 10.13 7F2E2T 31.00 -0.433 CPVC 150 3.41 0 99.50 1.492 58 0.00 11.00 0.00 27.90 1.00 0.00 0.00943 53.00 0.764 60 0.00 12.00 0.00 28.23 1.101 6.87 4F2E2T 28.00 -0.433 CPVC 150 2.32 0 81.00 0.331 8 0.00 9.50 0.00 30.95 0.75 0.00 0.00000 29.00 0.000 62 0.00 9.50 0.00 30.95 0.874 0.00 3FE 10.00 0.000 CPVC 150 0.00 0 39.00 0.000 10 0.00 9.50 0.00 30.95 0.75 0.00 0.00000 12.00 0.000 62 0.00 9.50 0.00 30.95 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 15.00 0.000 12 0.00 9.50 0.00 30.95 0.75 0.00 0.00000 1.50 0.000 62 0.00 9.50 0.00 30.95 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 4.50 0.000 62 0.00 9.50 0.00 30.95 0.75 0.00 0.00000 8.00 0.000 64 0.00 0.00 0.00 35.07 0.874 0.00 E 7.00 4.114 CPVC 150 0.00 0 15.00 4.114 64 0.00 0.00 0.00 35.07 1.00 0.00 0.00000 3.00 0.000 66 0.00 -3.00 0.00 36.37 1.025 0.00 3E 9.00 1.299 TYPE L COPPER TUBE 150 0.00 0 12.00 1.299 66 0.00 -3.00 0.00 36.37 1.25 0.00 0.00000 60.00 0.000 68 0.00 -3.00 0.00 36.37 1.360 0.00 E 7.00 0.000 HDPE SDR-9 150 0.00 0 67.00 0.000 68 0.00 -3.00 0.00 36.37 1.00 0.00 0.00000 3.00 0.000 70 0.00 0.00 0.00 35.07 1.025 0.00 3E 9.00 -1.299 TYPE L COPPER TUBE 150 0.00 0 12.00 -1.299 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge Prescott, AZ 86301 N .. Page 5 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) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 60 0.00 12.00 0.00 28.23 1.00 0.00 0.05042 12.50 1.639 72 0.00 9.50 0.00 30.95 1.101 17.00 F2ET 20.00 1.083 CPVC 150 5.73 0 32.50 2.721 70 0.00 0.00 0.00 35.07 0.75 0.00 0.00000 40.00 0.000 72 0.00 9.50 0.00 30.95 0.874 0.00 6F2ET 23.00 -4.114 CPVC 150 0.00 0 63.00 -4.113 72 0.00 9.50 0.00 30.95 1.00 0.00 0.05044 8.50 0.832 100 0.00 9.50 0.00 31.78 1.101 17.01 FE 8.00 0.000 CPVC 150 5.73 0 16.50 0.832 100 0.00 9.50 0.00 31.78 1.00 0.00 0.05044 10.50 1.266 125 0.00 0.00 0.00 37.16 1.101 17.01 2FEC 14.60 4.114 CPVC 150 5.73 0 25.10 5.380 125 0.00 0.00 0.00 37.16 1.00 0.00 0.07146 1.00 0.572 140 0.00 0.00 5.00 37.74 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 37.74 1.25 5.00 0.04132 4.00 0.545 160 0.00 -3.00 0.00 39.58 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 39.58 2.00 0.00 0.00710 50.00 0.405 180 0.00 -3.00 0.00 39.99 1.816 22.01 F 7.00 0.000 HDPE SDR-9 150 2.73 0 57.00 0.405 180 0.00 -3.00 0.00 39.99 1.00 0.00 0.11512 2.00 0.921 185 0.00 -1.00 0.00 40.04 1.025 22.01 2E 6.00 -0.866 TYPE L COPPER TUBE 150 8.56 0 8.00 0.055 185 Meter -1.00 40.04 21.98 190 1.00 psi -1.00 41.04 190 0.00 -1.00 0.00 41.04 2.00 0.00 0.00570 20.00 0.131 200 0.00 -5.00 0.00 42.90 1.900 22.01 B 3.06 1.732 TYPE L COPPER TUBE 150 2.49 0 23.06 1.863 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 __ Grainge Prescott, AZ 86301 rr. Page 6 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 5 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 5 - 6 ) 9.09 ft/sec Maximum Velocity Pressure ( In Pipe 5 - 6) 0.56 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0088 psi Actual Average Nodal Pressure Imbalance: 0.0039 psi Actual Maximum Nodal Flow Imbalance: -0.0273 gpm Actual Average Nodal Flow Imbalance: 0.0017 gpm Overall Network Summary Number Of Unique Pipe Sections: 46 Number Of Flowing Sprinklers: 1 Pipe System Water Volume: 51.57 gal Sprinkler Flow: 17.01 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 42.90 psi Demand Flow At System Inflow Node: 22.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge Prescott, AZ 86301 N .. Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 80 71 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: 71 psi Test Residual Pressure: 63.9 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 42.90 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 28.09 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 __ Grainge Prescott, AZ 86301 N .. Page 1 General Project Data Report General Data Project Title: Grainge Project File Name: Grainge..fiw Designed By: Marissa Cabral Date: May 17, 2021 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: 53-551 Ross Ave 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: 71.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 63.90 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 45.42 psi Available Residual Pressure At System Flow: 70.99 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: 41 Number Of Active Pipes: 46 Number Of Inactive Pipes: 154 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge 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) 22 0.00 23.50 0.00 27.40 0.75 0.00 0.00000 6.50 0.000 4 0.00 23.50 0.00 27.40 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 7.50 0.000 22 0.00 23.50 0.00 27.40 0.75 0.00 0.00000 11.00 0.000 6 0.00 23.50 0.00 27.40 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 12.00 0.000 7 4.90 9.00 17.01 12.05 0.75 17.01 0.15525 0.50 0.543 8 0.00 9.50 0.00 12.38 0.874 17.01 T 3.00 -0.217 CPVC 150 9.09 0 3.50 0.327 2 0.00 23.50 0.00 27.40 0.75 0.00 0.00000 5.50 0.000 22 0.00 23.50 0.00 27.40 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 8.50 0.000 6 0.00 23.50 0.00 27.40 0.75 0.00 0.00000 5.00 0.000 24 0.00 23.50 0.00 27.40 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 8.00 0.000 24 0.00 23.50 0.00 27.40 0.75 0.00 0.00000 41.50 0.000 26 0.00 23.50 0.00 27.40 0.874 0.00 6FT 9.00 0.000 CPVC 150 0.00 0 50.50 0.000 4 0.00 23.50 0.00 27.40 0.75 0.00 0.00000 21.00 0.000 28 0.00 23.50 0.00 27.40 0.874 0.00 2FT 5.00 0.000 CPVC 150 0.00 0 26.00 0.000 26 0.00 23.50 0.00 27.40 0.75 0.00 0.00000 36.50 0.000 30 0.00 23.50 0.00 27.40 0.874 0.00 3F2T 9.00 0.000 CPVC 150 0.00 0 45.50 0.000 28 0.00 23.50 0.00 27.40 0.75 0.00 0.00000 16.50 0.000 30 0.00 23.50 0.00 27.40 0.874 0.00 FT 4.00 0.000 CPVC 150 0.00 0 20.50 0.000 28 0.00 23.50 0.00 27.40 0.75 0.00 0.00000 64.00 0.000 32 0.00 22.50 0.00 27.84 0.874 0.00 F4E2T 35.00 0.433 CPVC 150 0.00 0 99.00 0.433 30 0.00 23.50 0.00 27.40 0.75 0.00 0.00000 49.00 0.000 32 0.00 22.50 0.00 27.84 0.874 0.00 4ET 31.00 0.433 CPVC 150 0.00 0 80.00 0.433 32 0.00 22.50 0.00 27.84 0.75 0.00 0.00000 47.50 0.000 34 0.00 22.50 0.00 27.84 0.874 0.00 7F2E 21.00 0.000 CPVC 150 0.00 0 68.50 0.000 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge 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 23.50 0.00 27.40 0.75 0.00 0.00000 11.50 0.000 36 0.00 12.00 0.00 32.38 0.874 0.00 T 3.00 4.980 CPVC 150 0.00 0 14.50 4.980 36 0.00 12.00 0.00 32.38 0.75 0.00 0.00000 3.00 0.000 38 0.00 12.00 0.00 32.38 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 6.00 0.000 38 0.00 12.00 0.00 32.38 0.75 0.00 0.00000 41.50 0.000 40 0.00 13.00 0.00 31.95 0.874 0.00 5F4ET 36.00 -0.433 CPVC 150 0.00 0 77.50 -0.433 38 0.00 12.00 0.00 32.38 0.75 0.00 0.00000 71.00 0.000 42 0.00 14.00 0.00 31.52 0.874 0.00 8F2E2T 28.00 -0.866 CPVC 150 0.00 0 99.00 -0.866 40 0.00 13.00 0.00 31.95 0.75 0.00 0.00000 35.50 0.000 44 0.00 14.00 0.00 31.52 0.874 0.00 4F2E2T 24.00 -0.433 CPVC 150 0.00 0 59.50 -0.433 42 0.00 14.00 0.00 31.52 0.75 0.00 0.00000 27.00 0.000 44 0.00 14.00 0.00 31.52 0.874 0.00 3FT 6.00 0.000 CPVC 150 0.00 0 33.00 0.000 42 0.00 14.00 0.00 31.52 0.75 0.00 0.00000 54.50 0.000 46 0.00 12.50 0.00 32.17 0.874 0.00 8F2ET 25.00 0.650 CPVC 150 0.00 0 79.50 0.650 44 0.00 14.00 0.00 31.52 0.75 0.00 0.00000 58.00 0.000 48 0.00 12.50 0.00 32.17 0.874 0.00 3FET 13.00 0.650 CPVC 150 0.00 0 71.00 0.650 46 0.00 12.50 0.00 32.17 0.75 0.00 0.00000 79.00 0.000 50 0.00 12.50 0.00 32.17 0.874 0.00 7F3T 16.00 0.000 CPVC 150 0.00 0 95.00 0.000 48 0.00 12.50 0.00 32.17 0.75 0.00 0.00000 38.50 0.000 50 0.00 12.50 0.00 32.17 0.874 0.00 5F4ET 36.00 0.000 CPVC 150 0.00 0 74.50 0.000 34 0.00 22.50 0.00 27.84 0.75 0.00 0.00000 11.50 0.000 52 0.00 11.00 0.00 32.82 0.874 0.00 E 7.00 4.980 CPVC 150 0.00 0 18.50 4.980 50 0.00 12.50 0.00 32.17 0.75 0.00 0.00000 33.50 0.000 54 0.00 11.00 0.00 32.82 0.874 0.00 4F2ET 21.00 0.650 CPVC 150 0.00 0 54.50 0.650 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge 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) 52 0.00 11.00 0.00 32.82 0.75 0.00 0.00000 10.00 0.000 54 0.00 11.00 0.00 32.82 0.874 0.00 2T 6.00 0.000 CPVC 150 0.00 0 16.00 0.000 54 0.00 11.00 0.00 32.82 1.00 0.00 0.00000 34.00 0.000 56 0.00 11.00 0.00 32.82 1.101 0.00 4FT 9.00 0.000 CPVC 150 0.00 0 43.00 0.000 56 0.00 11.00 0.00 32.82 1.00 0.00 0.00000 85.00 0.000 58 0.00 11.00 0.00 32.82 1.101 0.00 5F4ET 38.00 0.000 CPVC 150 0.00 0 123.00 0.000 56 0.00 11.00 0.00 32.82 1.00 0.00 0.00000 68.50 0.000 60 0.00 12.00 0.00 32.38 1.101 0.00 7F2E2T 31.00 -0.433 CPVC 150 0.00 0 99.50 -0.433 58 0.00 11.00 0.00 32.82 1.00 0.00 0.00000 53.00 0.000 60 0.00 12.00 0.00 32.38 1.101 0.00 4F2E2T 28.00 -0.433 CPVC 150 0.00 0 81.00 -0.433 8 0.00 9.50 0.00 12.38 0.75 0.00 0.15525 29.00 6.055 62 0.00 9.50 0.00 18.43 0.874 17.01 3FE 10.00 0.000 CPVC 150 9.09 0 39.00 6.055 10 0.00 9.50 0.00 18.43 0.75 0.00 0.00000 12.00 0.000 62 0.00 9.50 0.00 18.43 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 15.00 0.000 12 0.00 9.50 0.00 18.43 0.75 0.00 0.00000 1.50 0.000 62 0.00 9.50 0.00 18.43 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 4.50 0.000 62 0.00 9.50 0.00 18.43 0.75 0.00 0.15527 8.00 2.329 64 0.00 0.00 0.00 24.87 0.874 17.01 E 7.00 4.114 CPVC 150 9.10 0 15.00 6.443 64 0.00 0.00 0.00 24.87 1.00 0.00 0.07145 3.00 0.857 66 0.00 -3.00 0.00 27.03 1.025 17.01 3E 9.00 1.299 TYPE L COPPER TUBE 150 6.61 0 12.00 2.156 66 0.00 -3.00 0.00 27.03 1.25 0.00 0.01803 60.00 1.208 68 0.00 -3.00 0.00 28.24 1.360 17.01 E 7.00 0.000 HDPE SDR-9 150 3.76 0 67.00 1.208 68 0.00 -3.00 0.00 28.24 1.00 0.00 0.07145 3.00 0.857 70 0.00 0.00 0.00 27.80 1.025 17.01 3E 9.00 -1.299 TYPE L COPPER TUBE 150 6.61 0 12.00 -0.442 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge Prescott, AZ 86301 N .. Page 5 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) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 60 0.00 12.00 0.00 32.38 1.00 0.00 0.00000 12.50 0.000 72 0.00 9.50 0.00 33.47 1.101 0.00 F2ET 20.00 1.083 CPVC 150 0.00 0 32.50 1.083 70 0.00 0.00 0.00 27.80 0.75 0.00 0.15527 40.00 9.782 72 0.00 9.50 0.00 33.47 0.874 17.01 6F2ET 23.00 -4.114 CPVC 150 9.10 0 63.00 5.668 72 0.00 9.50 0.00 33.47 1.00 0.00 0.05044 8.50 0.832 100 0.00 9.50 0.00 34.30 1.101 17.01 FE 8.00 0.000 CPVC 150 5.73 0 16.50 0.832 100 0.00 9.50 0.00 34.30 1.00 0.00 0.05044 10.50 1.266 125 0.00 0.00 0.00 39.68 1.101 17.01 2FEC 14.60 4.114 CPVC 150 5.73 0 25.10 5.380 125 0.00 0.00 0.00 39.68 1.00 0.00 0.07146 1.00 0.572 140 0.00 0.00 5.00 40.25 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 40.25 1.25 5.00 0.04132 4.00 0.545 160 0.00 -3.00 0.00 42.09 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 42.09 2.00 0.00 0.00710 50.00 0.405 180 0.00 -3.00 0.00 42.50 1.816 22.01 F 7.00 0.000 HDPE SDR-9 150 2.73 0 57.00 0.405 180 0.00 -3.00 0.00 42.50 1.00 0.00 0.11512 2.00 0.921 185 0.00 -1.00 0.00 42.55 1.025 22.01 2E 6.00 -0.866 TYPE L COPPER TUBE 150 8.56 0 8.00 0.055 185 Meter -1.00 42.55 21.99 190 1.00 psi -1.00 43.55 190 0.00 -1.00 0.00 43.55 2.00 0.00 0.00570 20.00 0.131 200 0.00 -5.00 0.00 45.42 1.900 22.01 B 3.06 1.732 TYPE L COPPER TUBE 150 2.49 0 23.06 1.863 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 __ Grainge Prescott, AZ 86301 rr. Page 6 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 7 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 62 - 64 ) 9.10 ft/sec Maximum Velocity Pressure ( In Pipe 62 - 64) 0.56 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0058 psi Actual Average Nodal Pressure Imbalance: 0.0038 psi Actual Maximum Nodal Flow Imbalance: -0.0174 gpm Actual Average Nodal Flow Imbalance: 0.0010 gpm Overall Network Summary Number Of Unique Pipe Sections: 46 Number Of Flowing Sprinklers: 1 Pipe System Water Volume: 51.25 gal Sprinkler Flow: 17.01 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 45.42 psi Demand Flow At System Inflow Node: 22.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge Prescott, AZ 86301 N .. Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 80 71 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: 71 psi Test Residual Pressure: 63.9 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 45.42 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 25.58 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 __ Grainge Prescott, AZ 86301 N .. Page 1 General Project Data Report General Data Project Title: Grainge Project File Name: Grainge..fiw Designed By: Marissa Cabral Date: May 17, 2021 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: 53-551 Ross Ave 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: 71.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 63.90 psi Calculated System Flow Rate: 31.79 gpm Calculated Inflow Residual Pressure: 62.24 psi Available Residual Pressure At System Flow: 70.99 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: 42 Number Of Active Pipes: 47 Number Of Inactive Pipes: 153 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge 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) 22 0.00 23.50 0.00 37.75 0.75 0.00 0.00000 6.50 0.000 4 0.00 23.50 0.00 37.75 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 7.50 0.000 22 0.00 23.50 0.00 37.75 0.75 0.00 0.00000 11.00 0.000 6 0.00 23.50 0.00 37.75 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 12.00 0.000 8 0.00 9.50 0.00 8.96 0.75 0.00 0.00000 29.00 0.000 62 0.00 9.50 0.00 8.96 0.874 0.00 3FE 10.00 0.000 CPVC 150 0.00 0 39.00 0.000 9 4.90 9.00 13.01 7.05 0.75 13.01 0.09456 0.50 0.709 10 0.00 9.50 0.00 7.54 0.874 13.01 E 7.00 -0.217 CPVC 150 6.96 0 7.50 0.493 11 4.90 9.00 13.78 7.91 0.75 13.78 0.10525 0.50 0.789 12 0.00 9.50 0.00 8.49 0.874 13.78 E 7.00 -0.217 CPVC 150 7.37 0 7.50 0.573 2 0.00 23.50 0.00 37.75 0.75 0.00 0.00000 5.50 0.000 22 0.00 23.50 0.00 37.75 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 8.50 0.000 6 0.00 23.50 0.00 37.75 0.75 0.00 0.00000 5.00 0.000 24 0.00 23.50 0.00 37.75 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 8.00 0.000 24 0.00 23.50 0.00 37.75 0.75 0.00 0.00000 41.50 0.000 26 0.00 23.50 0.00 37.75 0.874 0.00 6FT 9.00 0.000 CPVC 150 0.00 0 50.50 0.000 26 0.00 23.50 0.00 37.75 0.75 0.00 0.00000 36.50 0.000 30 0.00 23.50 0.00 37.75 0.874 0.00 3F2T 9.00 0.000 CPVC 150 0.00 0 45.50 0.000 4 0.00 23.50 0.00 37.75 0.75 0.00 0.00000 21.00 0.000 28 0.00 23.50 0.00 37.75 0.874 0.00 2FT 5.00 0.000 CPVC 150 0.00 0 26.00 0.000 28 0.00 23.50 0.00 37.75 0.75 0.00 0.00000 16.50 0.000 30 0.00 23.50 0.00 37.75 0.874 0.00 FT 4.00 0.000 CPVC 150 0.00 0 20.50 0.000 28 0.00 23.50 0.00 37.75 0.75 0.00 0.00000 64.00 0.000 32 0.00 22.50 0.00 38.18 0.874 0.00 F4E2T 35.00 0.433 CPVC 150 0.00 0 99.00 0.433 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge 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) 30 0.00 23.50 0.00 37.75 0.75 0.00 0.00000 49.00 0.000 32 0.00 22.50 0.00 38.18 0.874 0.00 4ET 31.00 0.433 CPVC 150 0.00 0 80.00 0.433 32 0.00 22.50 0.00 38.18 0.75 0.00 0.00000 47.50 0.000 34 0.00 22.50 0.00 38.18 0.874 0.00 7F2E 21.00 0.000 CPVC 150 0.00 0 68.50 0.000 24 0.00 23.50 0.00 37.75 0.75 0.00 0.00000 11.50 0.000 36 0.00 12.00 0.00 42.73 0.874 0.00 T 3.00 4.980 CPVC 150 0.00 0 14.50 4.980 36 0.00 12.00 0.00 42.73 0.75 0.00 0.00000 3.00 0.000 38 0.00 12.00 0.00 42.73 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 6.00 0.000 38 0.00 12.00 0.00 42.73 0.75 0.00 0.00000 41.50 0.000 40 0.00 13.00 0.00 42.30 0.874 0.00 5F4ET 36.00 -0.433 CPVC 150 0.00 0 77.50 -0.433 38 0.00 12.00 0.00 42.73 0.75 0.00 0.00000 71.00 0.000 42 0.00 14.00 0.00 41.86 0.874 0.00 8F2E2T 28.00 -0.866 CPVC 150 0.00 0 99.00 -0.866 40 0.00 13.00 0.00 42.30 0.75 0.00 0.00000 35.50 0.000 44 0.00 14.00 0.00 41.86 0.874 0.00 4F2E2T 24.00 -0.433 CPVC 150 0.00 0 59.50 -0.433 42 0.00 14.00 0.00 41.86 0.75 0.00 0.00000 27.00 0.000 44 0.00 14.00 0.00 41.86 0.874 0.00 3FT 6.00 0.000 CPVC 150 0.00 0 33.00 0.000 42 0.00 14.00 0.00 41.86 0.75 0.00 0.00000 54.50 0.000 46 0.00 12.50 0.00 42.51 0.874 0.00 8F2ET 25.00 0.650 CPVC 150 0.00 0 79.50 0.650 44 0.00 14.00 0.00 41.86 0.75 0.00 0.00000 58.00 0.000 48 0.00 12.50 0.00 42.51 0.874 0.00 YET 13.00 0.650 CPVC 150 0.00 0 71.00 0.650 46 0.00 12.50 0.00 42.51 0.75 0.00 0.00000 79.00 0.000 50 0.00 12.50 0.00 42.51 0.874 0.00 7F3T 16.00 0.000 CPVC 150 0.00 0 95.00 0.000 48 0.00 12.50 0.00 42.51 0.75 0.00 0.00000 38.50 0.000 50 0.00 12.50 0.00 42.51 0.874 0.00 5F4ET 36.00 0.000 CPVC 150 0.00 0 74.50 0.000 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge 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) 34 0.00 22.50 0.00 38.18 0.75 0.00 0.00000 11.50 0.000 52 0.00 11.00 0.00 43.16 0.874 0.00 E 7.00 4.980 CPVC 150 0.00 0 18.50 4.980 50 0.00 12.50 0.00 42.51 0.75 0.00 0.00000 33.50 0.000 54 0.00 11.00 0.00 43.16 0.874 0.00 4F2ET 21.00 0.650 CPVC 150 0.00 0 54.50 0.650 52 0.00 11.00 0.00 43.16 0.75 0.00 0.00000 10.00 0.000 54 0.00 11.00 0.00 43.16 0.874 0.00 2T 6.00 0.000 CPVC 150 0.00 0 16.00 0.000 54 0.00 11.00 0.00 43.16 1.00 0.00 0.00000 34.00 0.000 56 0.00 11.00 0.00 43.16 1.101 0.00 4FT 9.00 0.000 CPVC 150 0.00 0 43.00 0.000 56 0.00 11.00 0.00 43.16 1.00 0.00 0.00000 85.00 0.000 58 0.00 11.00 0.00 43.16 1.101 0.00 5F4ET 38.00 0.000 CPVC 150 0.00 0 123.00 0.000 56 0.00 11.00 0.00 43.16 1.00 0.00 0.00000 68.50 0.000 60 0.00 12.00 0.00 42.73 1.101 0.00 7F2E2T 31.00 -0.433 CPVC 150 0.00 0 99.50 -0.433 58 0.00 11.00 0.00 43.16 1.00 0.00 0.00000 53.00 0.000 60 0.00 12.00 0.00 42.73 1.101 0.00 4F2E2T 28.00 -0.433 CPVC 150 0.00 0 81.00 -0.433 10 0.00 9.50 0.00 7.54 0.75 0.00 0.09456 12.00 1.418 62 0.00 9.50 0.00 8.96 0.874 13.01 T 3.00 0.000 CPVC 150 6.96 0 15.00 1.418 12 0.00 9.50 0.00 8.49 0.75 0.00 0.10525 1.50 0.474 62 0.00 9.50 0.00 8.96 0.874 13.78 T 3.00 0.000 CPVC 150 7.37 0 4.50 0.474 62 0.00 9.50 0.00 8.96 0.75 26.79 0.35995 8.00 5.399 64 0.00 0.00 0.00 18.47 0.874 26.79 E 7.00 4.114 CPVC 150 14.33 0 15.00 9.513 64 0.00 0.00 0.00 18.47 1.00 0.00 0.16565 3.00 1.988 66 0.00 -3.00 0.00 21.76 1.025 26.79 3E 9.00 1.299 TYPE L COPPER TUBE 150 10.42 0 12.00 3.287 66 0.00 -3.00 0.00 21.76 1.25 0.00 0.04179 60.00 2.800 68 0.00 -3.00 0.00 24.56 1.360 26.79 E 7.00 0.000 HDPE SDR-9 150 5.92 0 67.00 2.800 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge Prescott, AZ 86301 Nh .. Page 5 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) (gpm) (psi) C-Value PT -(psi) (fps) Type -Grp (ft) 68 0.00 -3.00 0.00 24.56 1.00 0.00 0.16565 3.00 1.988 70 0.00 0.00 0.00 25.25 1.025 26.79 3E 9.00 -1.299 TYPE L COPPER TUBE 150 10.42 0 12.00 0.689 60 0.00 12.00 0.00 42.73 1.00 0.00 0.00000 12.50 0.000 72 0.00 9.50 0.00 43.81 1.101 0.00 F2ET 20.00 1.083 CPVC 150 0.00 0 32.50 1.083 70 0.00 0.00 0.00 25.25 0.75 0.00 0.35995 40.00 22.677 72 0.00 9.50 0.00 43.81 0.874 26.79 6F2ET 23.00 -4.114 CPVC 150 14.33 0 63.00 18.564 72 0.00 9.50 0.00 43.81 1.00 0.00 0.11694 8.50 1.929 100 0.00 9.50 0.00 45.74 1.101 26.79 FE 8.00 0.000 CPVC 150 9.03 0 16.50 1.929 100 0.00 9.50 0.00 45.74 1.00 125 0.00 0.00 0.00 52.79 1.101 CPVC 150 125 0.00 0.00 0.00 52.79 1.00 140 0.00 0.00 5.00 54.12 1.025 TYPE L COPPER TUBE 150 140 0.00 0.00 5.00 54.12 1.25 160 0.00 -3.00 0.00 56.49 1.265 TYPE L COPPER TUBE 150 160 0.00 -3.00 0.00 56.49 2.00 180 0.00 -3.00 0.00 57.29 1.816 HDPE SDR-9 150 180 0.00 -3.00 0.00 57.29 1.00 185 0.00 -1.00 0.00 58.25 1.025 TYPE L COPPER TUBE 150 0.00 0.11694 26.79 2FEC 9.03 0 0.00 0.16567 26.79 T 10.42 0 5.00 0.08161 31.79 3EG 8.12 0 0.00 0.01403 31.79 F 3.94 0 0.00 0.22736 31.79 2E 12.36 0 10.50 2.935 14.60 4.114 25.10 7.049 1.00 1.325 7.00 0.000 8.00 1.325 4.00 1.077 9.20 1.299 13.20 2.376 50.00 0.800 7.00 0.000 57.00 0.800 2.00 1.819 6.00 -0.866 8.00 0.953 185 Meter -1.00 58.25 31.78 190 2.00 psi -1.00 60.25 190 0.00 -1.00 0.00 60.25 2.00 0.00 0.01126 20.00 0.260 200 0.00 -5.00 0.00 62.24 1.900 31.79 B 3.06 1.732 TYPE L COPPER TUBE 150 3.60 0 23.06 1.992 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 __ Grainge Prescott, AZ 86301 rr. Page 6 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 9 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: 26.80 gpm Average Sprinkler Flow: 13.40 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 62 - 64 ) 14.33 ft/sec Maximum Velocity Pressure ( In Pipe 62 - 64) 1.38 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0059 psi Actual Average Nodal Pressure Imbalance: 0.0035 psi Actual Maximum Nodal Flow Imbalance: -0.0113 gpm Actual Average Nodal Flow Imbalance: 0.0008 gpm Overall Network Summary Number Of Unique Pipe Sections: 47 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 51.01 gal Sprinkler Flow: 26.80 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 62.24 psi Demand Flow At System Inflow Node: 31.79 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs __ Grainge Prescott, AZ 86301 N .. Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 80 71 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: 71 psi Test Residual Pressure: 63.9 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 62.24 psi Calculated Flow Rate: 31.79 gpm Excess Available Residual Pressure At Calculated Flow: 8.75 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 January 31, 2022 JD Mechanical Fire Inc 82579 Fleming Way #D Indio, CA 92201 Re: Residential Fire Sprinkler Plan Review — MADISON CLUB — LOT 34 FSS2022-0001 / 53551 ROSS AVE, LA QUINTA, CA 92253 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD al�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: 53551 ROSS AVE PERMIT#: FSS2022-0001 AT ED: 1/31/2022 DESCRIPTION: MADISON CLUB — LOT 34 CONTRACTOR: JD MECHANICAL FIRE INC HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre -pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final IF Deluge/pre-action SPRINKLER U.G. Final IF 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 E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final e F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final e F FIRE ALARM KNOX SYSTEM Rough -wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE- 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections call: (760) 777-7131. B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE -INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY. 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 CAI_IFORNfA DESIGN & DEVELOPMENT DEPARTMENT 78-495 Ca lie Tampico La Quinta, California 92253 (760) 777-7125 / FAX (760) 777-7011 DATE PAID S T AMP FIRE REVIEW APPLICATION O NEW ❑ TENANT IMPROVEMENT PERMIT NO. PROJECT INFORMATION (Please Print) Project Name: GRAINGE RES. LOT 34 & 35 Sign: Site Address: 53551 ROSS AVENUE KA�HY SL AN Print: City & Zip: LA QUINTA, CA. Project NEW HOME CONSTRUCTION Description: • Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the City's fire department, and the County designee serves as the City's fire chief. Applicant recognizes this shall comply with County Fire Departmenf directions. APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: ®Same as Applicant info Applicant Name: JD MECHANICAL FIRE INC. 1020141 Contractor#: Contact Person: KATHY SLOAN Contact Person: Mailing Address: $2579 FLEMING WAY, SUITE D Mailing Address: City & Zip: INDIO, CA. 92201 City & zip: Phone Number: 760-775-6220 Fax 760-775-6004 hone Number: Fax Email: KATHY@JDMECHANICAL.CO Finail: A. APPLICATION TYPE FIRE SPRINiCE.ER SYSTEM STORAGE TANKS to NEW COMMERCIAL/INDUSTRIAL .._---------- ❑� DISPENSERS ONLY HOURLY@161/HR ❑ 0-35,OD0 5Q FT $670 ❑ ABOVE GROUND HOURLY@161/HR ❑ 35,001-75,000 SQ FT $791 SUPRESSION SYSTEM ❑ 75,001-120,000 SQ FT $992 ❑ HOOD & DUCT $418 ©120,001 AND UP $1234 ❑ SPRAY BOOTH HOURLY@161/HR ❑ TENANT IMPROVEMENTS - FIRE SPRINKLER $418 ❑OTHER SUPRESSION SYSTEM HOURLY@161/HR Ip RESIDENTIAL Sprinkler Systems ------------ ❑ HAZMAT ❑ 1-50 SPRINKLER HEADS $4.18 MISC HOURLY@161/HR ❑ 51-100 SPRINKLER HEADS $498 ❑ HAZMAT HOURLY@161/HR M OVER 100 SPRINKLER HEADS $579 ❑ HIGH PILE RACK STORAGE HOURLY@161/HR ❑ RESIDENTIAL - (EA) ADDITIONAL $176 ❑ PRIVATE FIRE MAINS $901 ❑ MULTI-i AMILY Q OR MORE) $590 ❑ TECHNICAL REPORT RESEARCH HOURLY@161/HR FIRE ALARM SYSTEM ❑ FIRE PUMPS $659 ❑ COMMERCIAL_ SPRINKLER MONITORING $418 NDPIPE SYSTEMS $579 ❑ COMMERCIAL -FIRE ALARM SYSTEM $1062 TER TANKS $418 MASTER PLAN O tOR $740 ❑ MASTER PLAN HOiJRLY@161/HR ISION # HOURLY@161/HR Ci MASTER PLAN REVISION HOURLY@161/HR ER HOURLY@161/HR Each application type includes a Technology Enhancement Fee of $5 & Records Management Fee of $10 or $21 'Far permits billed at on houKy rate, these fees will be added at time of payment. REVISED 10/2/2019