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2677 STATE ST; ; FPC2019-0024
PERMIT REPORT (71ty of Carlsbad Print Date: 10/26/2023 Permit No: FPC2019-0024 Job Address: 2677 STATE ST, CARLSBAD, CA 92008-1627 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2030542502 Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Track #: Lot #: Project #: Plan #: Construction Type: Orig. Plan Check #: Plan Check #: Applied: 02/07/2019 Issued: 08/14/2019 Finaled Close Out: 01/04/2021 Final Inspection: INSPECTOR: Maldonado, Adalmira Salcedo, Felix Project Title: Description: TOWNHOUSE - 2ND SET OF REVISED PLANS FOR NEW SPRINKLER & STANDPIPES FOR MIXED USE PROJECT (3 STORIES WITH GARAGE) FPContractor: ROBERTO RIOS P0 BOX 1546 EL CAJON, CA 92022-1546 (619) 212-0956 FEE AMOUNT FIRE Hourly Services First Hour $159.00 FIRE NFPA 13 System < 100 heads $620.00 FIRE Plan Review Per Hour - Office Hours $204.00 FIRE Plan Review Per Hour - Office Hours $136.00 Total Fees: $1,119.00 Total Payments To Date: $1,119.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov èity of C'*'ar-lsb ad Print Date: 10/02/2019 Permit No: FPC2019-0024 Job Address: 2677 State St Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Status: Approved - Ready to Issue Parcel No: 2030542502 Lot #: Applied: 02/07/2019 Valuation: $0.00 Reference #: Issued: 08/14/2019 Occupancy Group: Construction Type: Permit It Dwelling Units: Bathrooms: Finaled: Inspector: Bedrooms: Orig. Plan Check # Final Plan Check It: Inspection: Project Title: Description: TOWN HOUSE - REVISED PLANS FOR NEW SPRINKLER & STANDPIPES FOR MIXED USE PROJECT (3 STORIES WITH GARAGE) Applicant: Fire Prevention Contractor: RIOS FIRE PROTECTION RIOS FIRE PROTECTION ROBERTO RIOS P0 Box 1546 EL CAJON, CA 92022-0000 619-212-0956 619-212-0956 FEE AMOUNT FIRE NFPA 13 System < 100 heads $620.00 FIRE Plan Review Per Hour - Office Hours $136.00 Total Fees: $756.00 Total Payments To Date: $620.00 Balance Due: $136.00 ZV l5 ( ONi Fire Department 1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 760-602-8561 f I www.carlsbadca.gov jlylqjlll Cull ,ICWJ,lm, lID rfliml.uu., CuIJaUulI (fll rn, lJl.CIDW, lay C9ltflhIClll, 1111 Ut.IIVWUDI UDU WM UU!flfllfluuul U.aWWCU,, IV __________________ lID UCDI%PICIOU UDUI ether reproduction or transmission in any form permitted without written penmssion of NFPA. For inquiries orto report unauthorized use. censrng@nfpa.org. Chapter 25. Systems Acceptance f2i'c 2o 10 -. b o2.4-" Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractors representative and witnessed by the property owner or their authorized agent. All defects shall be corrected and system left in service before contractors personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Property name TOWN HOUSE STATE STREET Date 8119/2020 Property address 2677 STATE STREET, CARLSBAD, CA 92008 Accepted by approving authorities (names) CARLSBAD FIRE DEPARTMENT Address 1635 FARADAY AVE. CARLSBAD, CA 92008 Plans Installation conformsto accepted plans &Q Yes UNo Equipment used is approved II Yes U No If no, explain deviations Has person In charge of tire equipment been instructed as M Yes (No to location of control valves and care and maintenance of this new equipment? If no. explain Instructions Have copies of the following been left on the premises? Yes UNo 9yes System components instructions UNo Care and maintenance Instructions IN Yes U No NFPA25 0 Yes DM0 Location of system . Supplies buildings Year of Orifice Temperature Make Model manufacture size Quantity rating TYCO FRB. TY3U 2020 5.6K 95 200 s rinklers TYCO LFII conc T336 2020 _____ 63 160 TYCO RFII conc 3531 [Y 2020 5.OK 74 1.15 TYCO HSW 1Y3331 2020 5.6 17 155/200 TYCO HSW-SD20 I TY5332 2020 11.2 13 200 Pipe and -Type of pipe Black Steel Sth. 10, and 40. CPVC sch. 40 fittings Type of fittings Black Malleable fittings, grinnd grooved coup. cpvc fittings Maximum time to operate Alarm Alarm device through test connection valve or f low Type Make Model Minutes Seconds vane type I potter vsr U 4) indicator Dry valve 0.0. D. Make Model Serial no. Make Model Serial no. - Time to trip Time water Alarm through test Water Air Trip point Dry pipe connectlona.b pressure pressure air pressure reached operated test oulleta,b properly operating test — Minutes Seconds psi psi psi Minutes Seconds Yes I No Without O.O.D. With O.O.D. If no, explain Not applicable - © 2015 National Fire Protection Association NFPA 13(p. 1 of 3) WI,, lulatilal I i b NFPA 13 only requires the 60-second limitation n D specific sections. FIGURE 25.1 contractor's Material and Test CertficateforAboveground Piping. 2016 AutomaticSprinkler Systems Handbook l$Il%JIU Lull laga,g,, pa rsumn.uu,, ,%bata.aUU,, Ib ra). I Isaac.. iy ØItCIIIWfl, SUP IIIUIVIUUW uaw 01114 UUWIISWU ul,u.au.ncu,, Pu ______________________________ IWI UCaPI0WU UaW .1 other reproduction or transmission in any form permitted without written permission of NFPk For inquiries or to report unauthorized uan.contacttaenthig@nlpa.org. Section 25.1 • Approval of Sprinkler Systems and Private Fire Service Mains Operation U Pneumatic UEiectiic UHydraulics Piping supervised Uyes UN0 I Detecting media supervised UYes U No Does valve operate from the manual trip, remote, or both control stations? QYes U No Is there an accessible facility in each circuit for testing? If no, explain Deluge and preaction U Yes U No valves Does each circuit operate Does each circuit operate Maximum time to N/A Make Model supervision loss alarm? valve release? operate release Yes No Yes No Minutes Seconds Pr reducing Location and floor Make and model Setting Static pressure Residual pressure (flowing) Flow rate Inlet (psi) I Outlet (psi) Inlet (psi) I Outlet (psi) Flow (gpm) valve test N/A Backflow device forward flow test Indicate means used for forward flow test of backflow device: When means to test device was opened, was system flow demand created? U Yes U No U NIA Test Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi (13.8 bar) for 2 hours or 50 psi (3.4 bar) above static pressure In excess of 150 psi (10.3 bar) for 2 hours. Differential dry pipe valve clappers shall be left open during the test to prevent damage. All aboveground piping leakage shall be stopped. description Pneumatic: Establish 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 1½ psi (0.1 bar) In 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed lYs psi (0.1 bar) in 24 hours. All piping hydrostatically tested at -4 --psi (— bar) for .L._ hours Dry piping pneumatically tested I] Yes 0 No If no, state reason Equipment operates properly QYes U No Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or derivatives of sodium silicate brine, or other corrosive chemicals were not used for testing systems or stopping leaks? )Yes No Tests Drain test I Reading of gauge located near water supply test connection: .95_._. psi (.-.-- bar) Residual pressure with vye in test connection open wide: -&L— psi (—bar) Underground mains and lead-in connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractor's Material and Test U Yes El No Other Explain Certificate for Underground Piping. this work under se arete G( Flushed by installer of underground sprinkler piping Yes U No P If powder-driven fasteners are used in concrete. U Yea ON has reprocentativa camplo touting boon 0 satisfactorily completed? If no. explain NA Blank testing gaskets Number used Locations Number removed Welding piping Yes U No If yes... Do you certify as the sprinkler contractor that welding procedures used Complied with 11 Yes U No the minimum requirements of AWS B2.1. ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as required by the AHJ? Do you certify that all welding was performed by welders or welding operators 0 Yes U No Welding qualified in accordance with the minimum requirements of AWS B2.1, ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as required by the AKJ? Do you certify that the welding was conducted In compliance with a documented @Yes U No quality control procedure to ensure that (1) all discs are retrieved; (2) that openings in piping are smooth, that slag and other welding residue are removed; (3) the internal diameters of piping are not penetrated; (4) completed welds are free from cracks, incomplete fusion, surface porosity greater than 'As in. (1.6 mm) diameter, undercut deeper than the lesser of 25% of the wall thickness or Vie In. (0.8 mm); and (5) completed circumferential butt weld reinforcement does not exceed Ma In. (2.4 mm)? (D 2015 National Fire Protection Association NFPA 13 (p.2 of 3) FIGURE 25.1 Continued AutomaticSprinkler Systems Handbook 2016 cv,, slasnn,c,. no r,usabuu,, .a~nagu,a. fl. ra,. lawsiacu, 557 4ac1150111, 5555 IJSJIVIUUOJ 000 Clfli WW,IRIaM WI U.*I.PttCUIS LU ____________________________ lvi ucasjitaiau 000, .1 other reproduction or transmission in any form permitted without written permission of NFPA. For inquiries or to report unauthorized use, contact licen&ng@nfpaorg. p e Chapter 25 Systems Acceptance Cutouts Do you certify that you have a control feature to ensure that 10Yes UNo (discs) all cutouts (discs) are retrieved? Hydraulic Nameplate provided I If no, explain data nameplate Yes UNo Sprinkler contractor removed all caps and straps? El Yes Ek No Date left In service with all control valvesopen Remarks 8113/2020 Name of sprinkler contractor Rios Fire Protection, Inc. Tests witnessed by Signatures The property owner or their authorized agent (signed) Title Date For Title inkl contractor (signed /'' President Date 8/19/2020 Additional explanations and notes 02015 National Fire Protection Association NFPA 13 (p.3 of 3) Ibook --- LI!!T.1. CARLSBAD FIRE DEPARTMENT Fire Prevention Division 163$ Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Town House SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2677 State Street CITY: Carlsbad PHONE: ( 619) 348-7142 (Archipelago Development) FAX NUMBER: Largest Building (ft.2): 20,455 Sprinkled? Yes Construction Type: V-A SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): State Street north of Beech Street TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 88 PSI Hydrant Number (if applicable): H62206 Elevation of test: 38 Feet Main Size: 8 INCH Pressure Zone: 241 Feet Date/Time of Test: Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 2,580 GPM Residual Pressure 59 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi of 4,365 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 2,580 gpm. There was no specific requestforfireflowfrom the Client or Fire Department. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: Name: Jennifer R_Mael_P_E Eng. Lic. No. (if applicable): C69606 Signature Title/Or P aect Manager Date: 01/31/2019 w J Fire Flow Test Town House (2677 State Street) - Fire Flow Analysis III March 28,2019 HYDRAULIC CALCULATIONS FOR TOWNHOUSE-STATE STREET FILE NUMBER: 18-0002 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@BOR): SPRINKLER ORIFICE SIZE: ORDINARY HAZARD, GI .15gpm/ 7 EC HEADS FIRST FLOOR 16'x18' 7 SPRINKLERS 305.6 gpm 555.6 gpm 305.6 gpm ® 28.3 psi 3/4" inch NAME OF CONTRACTOR: RIOS FIRE PROTECTION DESIGN/ LAYOUT: FRANCISCO IBARRA AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16-1025305 WATER DEPARTMENT: CARLSBAD FIRE DEPARTMENT CONTACT: JENIFER MAEL WATER PRESSURE INFORMATION: 88.0 psi STATIC 59.0 psi RESD CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. P.O. Box 1546, El Cajon, CA 92022/619-212-0956 Lic. C16/1025305 www.riosfireprotection.com SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/28/2019LES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-1ST FL EXTCOV.SDF JOB TITLE: TOUNHOUSE-STATE ST.-lst FLOOR EXTENDED COVERAGE WATER SUPPLY DATA I SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SRC 79.2 53.1 2580.0 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 77.7 555.6 33.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 555.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 305.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 10.0 K=11.20 14.7 43.0 102 10.0 K=11.20 14.8 43.0 103 10.0 K=11.20 14.8 43.1 104 10.0 K=11.20 15.0 43.4 105 10.0 K=11.20 15.2 43.7 106 10.0 K=11.20 15.6 44.3 107 10.0 K=11.20 16.1 45.0 Ml 9.0 - - - - 16.6 M2 9.0 - - - - 16.6 M3 9.0 - - - - 16.7 - - - M4 9.0 - - - - 16.9 MS 9.0 - - - - 17.1 - - - M6 9.0 - - - - 17.6 M7 9.0 - - - - 18.1 M8 9.0 - - - - 18.8 FC1 5.0 - - - - 23.1 TOR 9.0 - - - - 24.3 BOR 1.0 - - - - 28.3 DA 3.0 - - - - 27.5 RP 3.0 - - - - 30.5 - - - SRC -3.0 SOURCE 33.6 305.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/28/2019LES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-1ST FL EXTCOV.SDF JOB TITLE: TOUNHOUSE-STATE ST.-lst FLOOR EXTENDED COVERAGE PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -43.0 1.442 PL 4.50 PF 1.4 101 10.0 11.2 14.7 43.0 8.4 120 FTG 2E PE 0.4 Ml 9.0 0.0 16.6 0.0 0.114 TL 12.50 PV Pipe: 2 -43.0 1.442 PL 4.50 PF 1.4 102 10.0 11.2 14.8 43.0 8.5 120 FTG 2E PE 0.4 M2 9.0 0.0 16.6 0.0 0.114 TL 12.50 PV Pipe: 3 -43.1 1.442 PL 4.50 PF 1.4 103 10.0 11.2 14.8 43.1 8.5 120 FTG 2E PE 0.4 M3 9.0 0.0 16.7 0.0 0.115 TL 12.50 PV Pipe: 4 -43.4 1.442 PL 4.50 PF 1.4 104 10.0 11.2 15.0 43.4 8.5 120 FTG 2E PE 0.4 M4 9.0 0.0 16.9 0.0 0.116 TL 12.50 PV Pipe: 5 -43.7 1.442 PL 4.50 PF 1.5 105 10.0 11.2 15.2 43.7 8.6 120 FTG 2E PE 0.4 M5 9.0 0.0 17.1 0.0 0.117 TL 12.50 PV Pipe: 6 -44.3 1.442 PL 4.50 PF 1.5 106 10.0 11.2 15.6 44.3 8.7 120 FTG 2E PE 0.4 M6 9.0 0.0 17.6 0.0 0.120 TL 12.50 PV Pipe: 7 -45.0 1.442 PL 4.50 PF 1.5 107 10.0 11.2 16.1 45.0 8.8 120 FTG 2E PE 0.4 M7 9.0 0.0 18.1 0.0 0.124 TL 12.50 PV Pipe: 8 -43.0 4.260 PL 10.75 PF 0.0 Ml 9.0 0.0 1.6.6 0.0 1.0 120 FTG T PE 0.0 M2 9.0 0.0 16.6 0.0 0.001 TL 36.75 PV Pipe: 9 -86.0 4.260 PL 11.50 PF 0.1 M2 9.0 0.0 16.6 0.0 1.9 120 FTG T PE 0.0 M3 9.0 0.0 16.7 0.0 0.002 TL 37.50 PV Pipe: 10 -129.2 4.260 PL 15.00 PF 0.2 M3 9.0 0.0 16.7 0.0 2.9 120 FTG T PE 0.0 M4 9.0 0.0 16.9 0.0 0.004 TL 41.00 PV Pipe: 11 -172.5 4.260 PL 9.00 PF 0.3 M4 9.0 0.0 16.9 0.0 3.9 120 FTG T PE 0.0 M5 9.0 0.0 17.1 0.0 0.008 TL 35.00 PV Pipe: 12 -216.3 4.260 PL 10.00 PF 0.4 M5 9.0 0.0 17.1 0.0 4.9 120 FTG T PE 0.0 M6 9.0 0.0 17.6 0.0 0.012 TL 36.00 PV Pipe: 13 -260.5 4.260 PL 8.75 PF 0.6 M6 9.0 0.0 17.6 0.0 5.9 120 FTG T PE 0.0 M7 9.0 0.0 18.1 0.0 0.016 TL 34.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/28/2019LES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-1ST FL EXTCOV.SDF JOB TITLE: TOUNHOUSE-STATE ST.-1st FLOOR EXTENDED COVERAGE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -305.6 4.260 PL 6.75 PF 0.7 M7 9.0 0.0 18.1 0.0 6.9 120 FTG T PE 0.0 M8 9.0 0.0 18.8 0.0 0.022 TL 32.75 PV Pipe: 15 -305.6 4.260 PL 35.00 PF 2.5 MB 9.0 0.0 18.8 0.0 6.9 120 FTG 2ETC PE 1.7 FC1 5.0 0.0 23.1 0.0 0.022 TL 116.00 PV Pipe: 16 -305.6 4.260 PL 55.50 PF 2.9 FC1 5.0 0.0 23.1 0.0 6.9 120 FTG 4ET PE -1.7 TOR 9.0 0.0 24.3 0.0 0.022 TL 133.50 PV Pipe: 17 -305.6 4.260 PL 9.00 PF 0.5 TOR 9.0 0.0 24.3 0.0 6.9 120 FTG E PE 3.5 BOR 1.0 0.0 28.3 0.0 0.022 TL 22.00 PV Pipe: 18 -305.6 6.270 PL 7.50 PF 0.1 BOR 1.0 0.0 28.3 0.0 3.2 120 FTG 2E PE -0.9 DA 3.0 0.0 27.5 0.0 0.003 TL 40.42 PV Pipe: 19 FIXED PRESSURE LOSS DEVICE RP 3.0 0.0 30.5 0.0 3.0 psi, 305.5 gpm DA 3.0 0.0 27.5 0.0 Pipe: 20 -305.6 5.860 PL 30.00 PF 0.5 RP 3.0 0.0 30.5 0.0 3.6 120 FTG ETG PE 2.6 SRC -3.0 SRCE 33.6 (N/A) 0.005 TL 110.71 PV NOTES (HASS): Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.008 gpm and a maximum imbalance at any node of 0.154 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 8.8 ft/sec at pipe 7. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 76.47 psi with a flow of 760.71 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/28/2019LES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-1ST FL EXTCOV.SDF JOB TITLE: TOUNHOUSE-STATE ST.-1st FLOOR EXTENDED COVERAGE (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEli ChkViv BfyViv GatVlv AimChk DPViv NPTee 5.860 24.84 51.74 16.56 55.88 18.63 4.14 43.46 43.46 51.74 6.270 16.46 35.27 10.58 37.62 11.76 3.53 32.92 32.92 35.27 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEil ChkVlv BfyVlv GatViv AlmChk DPVlv NPTee 1.442 4.00 8.00 3.00 9.00 8.00 1.00 12.00 12.00 8.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 100.0 80. n 1A G A U G 60.0 E P R E 5 40.0 S U 2A R E P 5 3- 0.0 -14.7 ) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/28/2019LE5\HRS SYSTEMS\HASS87\HASS DATA\18-0002-1ST FL EXTCOV.SDF JOB TITLE: TOUNHOUSE-STATE ST.-lst FLOOR EXTENDED COVERAGE WATER SUPPLY ANALYSIS Static: 79.20 psi Resid: 53.10 psi Flow: 2580.0 gpm LEGEND Available pressure 77.68 psi @ 555.6 gpm Required pressure 33.64 psi @ 555.6 gpm Avail. OnSite Demand Press. 77.68 psi @ 305.6 gpm Req. OnSite Demand Press. 33.64 psi @ 305.6 gpm Source Supply Curve System Demand Curve Available at Source 6009001200 1500 1800 2100 2400 2700 3000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/28/2019LES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-1ST FL EXTCOV.SDF JOB TITLE: TOUNHOUSE-STATE ST.-lst FLOOR EXTENDED COVERAGE WATER SUPPLY CURVE March 28, 2019 HYDRAULIC CALCULATIONS FOR TOWNHOUSE-STATE STREET FILE NUMBER: 18-0002 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@BOR): SPRINKLER ORIFICE SIZE: LIGHT HAZARD .logpm/ 1511 sq.ft. SECOND FLOOR 148 sq,ft. 14 SPRINKLERS 247.2 gpm 347.2 gpm 247.2 gpm @ 64.9 psi 1/2" inch NAME OF CONTRACTOR: BIOS FIRE PROTECTION DESIGN/ LAYOUT: FRANCISCO IBARRA AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16-1025305 WATER DEPARTMENT: CARLSBAD FIRE DEPARTMENT CONTACT: JENIFER MAEL WATER PRESSURE INFORMATION: 88.0 psi STATIC 59.0 psi RESD CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. P.O. Box 1546, El Cajon, CA 92022/619-212-0956 Lic. C16/1025305 www.riosfireprotectjon.com SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-2ND FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE ST.-2nd FLOOR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQD NODE PRESS, PRESS. @ PRESS, @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 79.2 53.1 2580.0 78.6 347.2 71.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 347.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 247.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 201 29.0 K= 5.60 10.8 18.4 202 29.0 K= 5.60 12.4 19.7 203 29.0 K= 5.60 11.6 19.1 204 29.0 K= 5.60 10.5 18.2 205 29.0 K= 5.60 9.6 17.4 206 29.0 K= 5.60 10.5 18.1 207 29.0 K= 5.60 8.7 16.5 208 29.0 K= 5.60 7.6 15.5 209 29.0 K= 5.60 7.0 14.8 210 29.0 K= 5.60 10.1 17.8 211 29.0 K= 5.60 11.4 18.9 212 29.0 K= 5.60 8.6 16,5 213 29.0 K= 5.60 10.1 17.8 214 29.0 K= 5.60 11.1 18.6 Cl 29.5 - - - - 12.4 C2 29.5 - - - - 15.4 C3 29.5 - - - - 12.4 C4 29.5 - - - - 11.7 C5 29.5 - - - - 7.8 C6 29.5 - - - - 11.7 C7 29,5 - - - - 11.8 C8 29.5 - - - - 17.7 - - - C9 29.5 ---- 22.4 C1O 29.5 - - - - 17.7 Cli 29.5 - - - - 36.3 - - - FC2 20,8 - - - - 21.5 FC4 20.8 - - - - 51.3 SP2 9,0 - - - - 59.0 SP3 9.0 - - - - 57.3 SP4 9,0 - - - - 59.0 TOR 9.0 - - - - 61.1 BOR 1.0 - - - - 64.9 DA 3.0 - - - - 64.2 RP 3.0 - - - - 68.2 SRC -3.0 SOURCE 71.1 247.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-2ND FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE ST.-2nd FLOOR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT, DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -18.4 1.101 PL 18.50 PF 1.9 201 29.0 5.6 10.8 18.4 6.2 150 FTG 2E PE -0.2 Cl 29.5 0.0 12.4 0.0 0.058 TL 32.50 PV Pipe: 2 -19.7 1.394 PL 3.50 PF 0.2 202 29.0 5.6 12.4 19.7 4.1 150 FTG E PE -0.2 Cl 29.5 0.0 12.4 0.0 0.021 TL 11.50 PV Pipe: 3 -38.1 1.394 PL 29.00 PF 2.9 Cl 29.5 0.0 12.4 0.0 8.0 150 FTG 2T PE 0.0 C2 29.5 0.0 15.4 0.0 0.071 TL 41.00 PV Pipe: 4 . 125.7 2.003 FL 16.50 PF 2.9 C2 29.5 0.0 15,4 0.0 12.8 150 FTG T PE 0.0 C3 29.5 0.0 12.4 0.0 0.111 TL 26.50 PV Pipe: 5 -17.4 1.101 PL 11.00 PF 0.9 205 29.0 5.6 9.6 17.4 5.8 150 FTG E PE 0.0 204 29.0 5.6 10.5 18.2 0.052 TL 18.00 PV Pipe: 6 -35.5 1.394 PL 11.00 PF 1.1 204 29.0 5.6 10.5 18.2 7.5 150 FTG T FE 0.0 203 29.0 5.6 11.6 19.1 0.062 TL 17.00 PV Pipe: 7 -54.6 1.394 PL 1.50 PF 1.0 203 29.0 5.6 11.6 19.1 11.5 150 FTG T PE -0.2 C3 29.5 0.0 12.4 0.0 0.138 TL 7.50 PV Pipe: 8 71.1 2.003 FL 9.50 PF 0.8 C3 29.5 0.0 12.4 0.0 7.2 150 FTG T PE 0.0 C4 .29.5 0.0 11.7 0.0 0.039 TL 19.50 PV Pipe: 9 -14.8 1.101 FL 12.00 PF 1.0 209 29.0 5.6 7.0 14.8 5.0 150 FTG 2E PE -0.2 C5 29.5 0.0 7.8 0.0 0.039 TL 26.00 PV Pipe: 10 -15.5 1.101 PL 2.50 PF 0.4 208 29.0 5.6 7.6 15.5 5.2 150 FTG E PE -0.2 C5 29.5 0.0 7.8 0.0 0.042 TL 9.50 PV Pipe: 11 -30.3 1.394 PL 8.75 PF 0.7 Cs 29.5 0.0 7.8 0.0 6.4 150 FTG T FE 0.2 207 29.0 5.6 8.7 16.5 0.046 TL 14.75 PV Pipe: 12 -46.8 1.394 FL 11.00 PF 1.8 207 29.0 5.6 8.7 16.5 9.8 150 FTG T PE 0.0 206 29.0 5.6 10.5 18.1 0.104 TL 17.00 PV Pipe: 13 -64.9 1.394 FL 1.50 PF 1.4 206 29.0 5.6 10.5 18.1 13.6 150 FTG T PE -0.2 C4 29.5 0.0 11.7 0.0 0.190 TL 7.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-2ND FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE. ST.-2nd FLOOR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 6.2 2.003 PL 9.50 PF 0.0 C4 29.5 0.0 11.7 0.0 0.6 150 FTG T PE 0.0 C6 29.5 0.0 11.7 0.0 0.000 TL 19.50 PV Pipe: 15 -17.8 1.101 PL 11.00 PF 1.3 210 29.0 5.6 10.1 17.8 6.0 120 FTG E PE 0.0 211 29.0 5.6 11.4 18.9 0.083 TL 15.63 PV Pipe: 16 -36.7 1.394 PL 1.50 PF 0.5 211 29.0 5.6 11.4 18.9 7.7 150 FTG T PE -0.2 C6 29.5 0.0 11.7 0.0 0.066 TL 7.50 PV Pipe: 17 -30.5 2.003 PL 9.50 PF '0.2 C6 29.5 0.0 11.7 0.0 3.1 150 FTG T PE 0.0 C7 29.5 0.0 11.8 0.0 0.008 TL 19.50 PV Pipe: 18 -16.5 1.101 PL 16.50 PF 1.4 212 29.0 5.6 8.6 16.5 5.5 150 FTG 2E PE 0.0 213 29.0 5.6 10.1 17.8 0.047 TL 30.50 PV Pipe: 19 -34.2 1.394 PL 11.00 PF 1.0 213 29.0 5.6 10.1 17.8 7.2 150 FTG T PE 0.0 214 29.0 5.6 11.1 18.6 0.058 TL 17.00 PV Pipe: 20 -52.9 1.394 PL 1.50 PF 1.0 214 29.0 5.6 11.1 18.6 11.1 150 FTG T PE -0.2 C7 29.5 0.0 11.8 0.0 0.130 TL 7.50 PV Pipe: 21 -83.3 2.003 PL 83.00 PF 5.8 C7 29.5 0.0 11.8 0.0 8.5 150 FTG 3T PE 0.0 C8 29.5 0.0 17.7 0.0 0.052 TL 113.00 PV Pipe: 22 -83.3 2.003 PL 81.50 PF 4.7 C8 29.5 0.0 17.7 0.0 8.5 150 FTG T PE 0.0 C9 29.5 0.0 22.4 0.0 0.052 TL 91.50 PV Pipe: 23 163.8. 2.003 PL 29.00 PF 7.0 C9 29.5 0.0 22.4 0.0 16.7 150 FTG T PE 0.0 C2 29.5 0.0 15.4 0.0 0.181 TL 39.00 PV Pipe: 24 0.0 2.003 PL 34.00 PF 0.0 C8 29.5 0.0 17.7 0.0 0.0 150 FTG E2T PE 0.0 C1O 29.5 0.0 17.7 0.0 0.000 TL 65.00 PV Pipe: 25 0.0 2.003 PL 11.50 PF 0.0 C1O 29.5 0.0 17.7 0.0 0.0 150 FTG EC PE 3.8 FC2 20.8 0.0 21.5 0.0 0.000 TL 23.50 PV Pipe: 26 -247.2 2.003 PL 25.00 PF 13.9 C9 29.5 0.0 22.4 0.0 25.2 150 FTG E PE 0.0 Cli 29.5 0.0 36.3 0.0 0.387 TL 36.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-2ND FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE ST.-2nd FLOOR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -247.2 2.157 PL 11.50 PF 11.2 Cli, 29.5 0.0 36.3 0.0 21.7 120 FTG EC PE 3.8 FC4 20.8 0.0 51.3 0.0 0.407 TL 27.50 PV Pipe: 28 -247.2 4.000 PL 16.00 PF 0.9 FC4 20.8 0.0 51.3 0.0 6.3 120 FTG 3E PE 5.1 SP3 9.0 0.0 57.3 0.0 0.020 TL 46.00 PV Pipe: 29 0.0 4.000 PL 25.00 PF 0.0 SP2 9.0 0.0 59.0 0.0 0.0 120 FTG 2E2L PE 0.0 SP4 9.0 0.0 59.0 0.0 0.000 TL 57.00 PV Pipe: 30 -247.2 4.000 PL 65.50 PF 1.7 SP3 9.0 0.0 57.3 0.0 6.3 120 FTG 2E PE 0.0 SP4 9.0 0.0 59.0 0.0 0.020 TL 85.50 PV Pipe: 31 -247.2 4.000 PL 81.00 PF 2.0 SP4 9.0 0.0 59.0 0.0 6.3 120 FTG 2E PE 0.0 TOR 9.0 0.0 61.1 0.0 0.020 TL 101.00 PV Pipe: 32 -247.2 4.000 PL 9.00 PF 0.4 TOR 9.0 0.0 61.1 0.0 6.3 120 FTG E PE 3.5 BOR 1.0 0.0 64.9 0.0 0.020 TL 19.00 PV Pipe: 33 -247.2 6.270 PL 12.00 PF 0.1 BOR 1.0 0.0 64.9 0.0 2.6 140 FTG 2E PE -0.9 DA 3.0 0.0 64.2 0.0 0.002 TL 55.78 PV Pipe: 34 FIXED PRESSURE LOSS DEVICE RP 3.0 0.0 68.2 0.0 4.0 psi, 247.2 gpm DA 3.0 0.0 64.2 0.0 Pipe: 35 -247.2 5.860 PL 30.00 PF 0.3 RP 3.0 0.0 68.2 0.0 2.9 150 FTG ETG, PE 2.6 SRC -3.0 SRCE 71.1 (N/A) 0.002 TL 151.97 PV NOTES (HASS): Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.124 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 25.2 ft/sec at pipe 26. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-2ND FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE ST.-2nd FLOOR Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 78.50 psi with a flow of 365.00 gpm. PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee 5.860 24.84 51.74 16.56 55.88 18.63 4.14 43.46 43.46 51.74 6.270 16.46 35.27 10.58 37.62 11.76 3.53 32.92 32.92 35.27 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.157 5.00 10.00 3.00 11.00 6.00 1.00 0.00 0.00 4.000 10.00 20.00 6.00 22.00 12.00 2.00 0.00 0.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 100.0 80 . 1A. G A 2A U G 60.0 E P R E 5 40.0 S U R E p 5 :1. 0.0 -14.7 r, I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-2ND FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE ST.-2nd FLOOR WATER SUPPLY ANALYSIS Static: 79.20 psi Resid: 53.10 psi Flow: 2580.0 gpm LEGEND Available pressure 78.56 psi @ 347.2 gpm Required pressure 71.07 psi 8 347.2 gpm Avail. OnSite Demand Press. 78.56 psi 8 247.2 gpm Req. OnSite Demand Press. 71.07 psi 8 247.2 gpm Source Supply Curve System Demand Curve Available at Source 6009001200 1500 1800 2100 2400 2700 3000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-2ND FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE ST.-2nd FLOOR WATER SUPPLY CURVE 84+ *0 77+ \\ I \\ I \\ Ix \\ 70+ \\ I \\ I \\ I \\ 63+ \\ \\ I \\ I \\ P56+ \\ R I E I * <-53.1 psi @ 2580 gpm S I Flow Test Point S 49+ U I R I E I 42+ P I S I I 35+ ) I 28+ 21+ 14+ LEGEND I X = Required Water Supply I 71.07 psi @ 347.2 gpm 7+ I 0 = Available Water Supply 78.56 psi @ 347.2 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) March 28, 2019 HYDRAULIC CALCULATIONS FOR TOWNHOUSE-STATE STREET FILE NUMBER: 18-0002 DATE: FEBRUARY 5,2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@BOR): SPRINKLER ORIFICE SIZE: LIGHT HAZARD .10 gpm/ 4 HEADS SECOND FLOOR 160 sq.ft. 4 SPRINKLERS 68.6 gpm 168.6 gpm 68.6 gpm @ 55.2 psi 7/16" inch NAME OF CONTRACTOR: RIOS FIRE PROTECTION DESIGN/ LAYOUT: FRANCISCO IBARRA AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16-1025305 WATER DEPARTMENT: CARLSBAD FIRE DEPARTMENT CONTACT: JENIFER MAEL WATER PRESSURE INFORMATION: 88.0 psi STATIC 59.0 psi RESD CALCULATIONS BY HASS COMPUTER PROGRAM FiRS SYSTEMS, INC. P.O. Box 1546, El Cajon, CA 92022/619-212-0956 Lic. C16/1025305 www.riosfireprotection.com SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-3RD FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE ST.-3rd FLOOR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 79.2 53.1 2580.0 79.0 168.6 62.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 168.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 68.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 301 39.0 K= 4.90 10.7 16.0 302 39.0 K= 4.90 11.7 16.7 303 39.0 K= 4.90 13.1 17.7 304 39.0 K= 4.90 13.6 18.1 Ri 39.5 - - - - 11.9 R2 39.5 - - - - 13.2 - - - R3 39.5 - - - - 13.7 - - - R4 39.5 - - - - 14.0 R5 39.5 - - - - 23.5 R6 39.5 - - - - 27.2 - - - R7 39.5 - - - - 31.8 R8 39.5 - - - - 37.1 FC3 30.0 - - - - 42.2 5P2 9.0 - - - - 51.4 SP3 9.0 - - - - 51.5 5P4 9.0 - - - - 51.5 TOR 9.0 - - - - 51.7 BOR 1.0 - - - - 55.2 DA 3.0 - - - - 54.4 RP 3.0 - - - - 59.4 SRC -3.0 SOURCE 62.0 68.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-3RD FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE ST. -3rd FLOOR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -16.0 1.101 PL 18.00 PF 1.4 301 39.0 4.9 10.7 16.0 5.4 150 FTG 2E PE -0.2 Ri 39.5 0.0 11.9 0.0 0.045 TL 32.00 PV Pipe: 2 -16.7 1.101 PL 2.00 PF 0.4 302 39.0 4.9 11.7 16.7 5.6 150 FTG E PE -0.2 Ri 39.5 0.0 11.9 0.0 0.049 TL 9.00 PV Pipe: 3 -32.7 1.394 PL 10.00 PF 1.3 Ri 39.5 0.0 11.9 0.0 6.9 150 FTG ET PE 0.0 R2 39.5 0.0 13.2 0.0 0.054 TL 24.00 PV Pipe: 4 -17.7 1.101 PL 0.50 PF 0.3 303 39.0 4.9 13.1 17.7 6.0 150 FTG T PE -0.2 R2 39.5 0.0 13.2 0.0 0.054 TL 5.50 PV Pipe: 5 -50.5 1.394 PL 4.50 PF 0.5 R2 39.5 0.0 13.2 0.0 10.6 150 FTG ---- PE 0.0 R3 39.5 0.0 13.7 0.0 0.119 TL 4.50 PV Pipe: 6 -19.3 1.394 PL 10.00 PF 0.3 R3 39.5 0.0 13.7 0.0 4.1 150 FTG T PE 0.0 R4 39.5 0.0 14.0 0.0 0.020 TL 16.00 PV Pipe: 7 -18.1 1.101 PL 4.50 PF 0.6 304 39.0 4.9 13.6 18.1 6.1 150 FTG E PE -0.2 R4 39.5 0.0 14.0 0.0 0.056 TL 11.50 PV Pipe: 8 -37.4 1.394 PL 92.00 PF 9.5 R4 39.5 0.0 14.0 0.0 7.9 150 FTG 2E5T PE 0.0 R5 39.5 0.0 23.5 0.0 0.069 TL 138.00 PV Pipe: 9 31.1 1.394 PL 144.50 PF 9.8 R5 39.5 0.0 23.5 0.0 6.5 150 FTG 4E4T PE 0.0 R3 39.5 0.0 13.7 0.0 0.049 TL 200.50 PV Pipe: 10 -68.5 1.394 PL 11.50 PF 3.7 R5 39.5 0.0 23.5 0.0 14.4 150 FTG T PE 0.0 R6 39.5 0.0 27.2 0.0 0.210 TL 17.50 PV Pipe: 11 -68.5 1.442 PL 14.00 PF 4.6 R6 39.5 0.0 27.2 0.0 13.5 120 FTG E PE 0.0 R7 39.5 0.0 31.8 0.0 0.270 TL 17.00 PV Pipe: 12 -68.5 1.394 PL 9.50 PF 5.4 R7 39.5 0.0 31.8 0.0 14.4 150 FTG 2E PE 0.0 RB 39.5 0.0 37.1 0.0 0.210 TL 25.50 PV Pipe: 13 -68.5 2.157 PL 9.00 PF 0.9 RB 39.5 0.0 37.1 0.0 6.0 120 FTG EC PE 4.1 FC3 30,0 0.0 42.2 0.0 0.038 TL 25.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-3RD FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE ST.-3rd FLOOR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -68.5 4.000 PL 25.50 PF 0.1 FC3 30.0 0.0 42.2 0.0 1.7 120 FTG 3E PE 9.1 SP2 9.0 0.0 51.4 0.0 0.002 TL 55.50 PV Pipe: 29 -68.5 4.000 PL 25.00 PF 0.1 5P2 9.0 0.0 51.4 0.0 1.7 120 FTG 2E2L PE 0.0 SP4 9.0 0.0 51.5 0.0 0.002 TL 57.00 PV Pipe: 30 0.0 4.000 PL 65.50 PF 0.0 SP3 9.0 0.0 51.5 0.0 0.0 120 FTG 2E PE 0.0 SP4 9.0 0.0 51.5 0.0 0.000 TL 85.50 PV Pipe: 31 -68.5 4.000 PL 81.00 PF 0.2 SP4 9.0 0.0 51.5 0.0 1.7 120 FTG 2E PE 0.0 TOR 9.0 0.0 51.7 0.0 0.002 TL 101.00 PV Pipe: 32 -68.5 4.000 PL 9.00 PF 0.0 TOR 9.0 0.0 51.7 0.0 1.7 120 FTG E PE 3.5 BOR 1.0 0.0 55.2 0.0 0.002 TL 19.00 PV Pipe: 33 -68.5 6.270 PL 12.00 PF 0.0 BOR 1.0 0.0 55.2 0.0 0.7 140 FTG 2E PE -0.9 DA 3.0 0.0 54.4 0.0 0.000 TL 55.78 PV Pipe: 34 FIXED PRESSURE LOSS DEVICE RP 3.0 0.0 59.4 0.0 5.0 psi, 68.5 gpm DA 3.0 0.0 54.4 0.0 Pipe: 35 -68.6 5.860 PL 30.00 PF 0.0 RP 3.0 0.0 59.4 0.0 0.8 150 FTG ETG PE 2.6 SRC -3.0 SRCE 62.0 (N/A) 0.000 TL 151.97 PV NOTES (HASS): Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.009 gpm and a maximum imbalance at any node of 0.187 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.4 ft/sec at pipe 10. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-3RD FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE ST.-3rd FLOOR Available pressure at source node SRC under full flow conditions is 79.00 psi with a flow of 183.02 gpm. PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEl1 ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 5.860 24.84 51.74 16.56 55.88 18.63 4.14 43.46 43.46 51.74 6.270 16.46 35.27 10.58 37.62 11.76 3.53 32.92 32.92 35.27 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.442 3.00 6.00 2.00 7.00 6.00 1.00 0.00 0.00 2.157 5.00 10.00 3.00 11.00 6.00 1.00 0.00 0.00 4.000 10.00 20.00 6.00 22.00 12.00 2.00 0.00 0.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 a S SPRINKLER SYSTEM HYDRAULIC ANALYSIS I Page 5 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-3RD FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE ST.-3rd FLOOR WATER SUPPLY ANALYSIS Static: 79.20 psi Resid: 53.10 psi Flow: 2580.0 gpm 100.0 LEGEND 80.Z Available pressure 1A. 79.03 psi @ 168.6 gpm G A U G 62A:) E P R E S 40.0 S U R E 11 ---S ---.... 22 S....-. 5- 5- Required pressure 61.98 psi @ 168.6 gpm Avail. OnSite Demand Press. 79.03 psi @ 68.6 gpm Req. OnSite Demand Press. 61.98 psi @ 68.6 gpm Source Supply Curve System Demand Curve Available at Source 20.0 p 5 :1. 0.0 -14.7 6009001200 1500 1800 2100 2400 2700 3000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/28/2019M FILES\HRS SYSTEMS\HASS87\HASS DATA\18-0002-3RD FLOOR.SDF JOB TITLE: TOUNHOUSE-STATE ST.-3rd FLOOR WATER SUPPLY CURVE 84+ 0\ 77+ \\ I \\ I \\ \\ 70+ \\ I \\ \\ \\ 63+ \\ x \\ I \\ P56+ \\ R I E I * <-53.1 psi @ 2580 gpm S I Flow Test Point S 49+ U I R I E I 42+ ( I P I S I I 35+ ) I 28+ 21+ 14+ LEGEND I 'I X = Required Water Supply I 61.98 psi @ 168.6 gpm 7+ I 0 = Available Water Supply 79.03 psi @ 168.6 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) c®us i * Butterball Valves Technical Features Connections: Grooved Ends (AWWA C606) Sizes: 2", 2-1/2" Approvals: UL, ULC, FM, and California State Fire Marshal Maximum Working Pressure: 175PS1 (Max. Test Pressure: 350PSl) Maximum Working Temperature: 250°F (120°C) Application: Indoor and Outdoor Use Factory-Installed Supervisory Tamper Switch Assembly Component Material Body Bronze i!atiTksis ASTM B505 Disc Aluminum Bronze ASTM B548 Disc Encapsulation EPDM Rubber ASTM D2000 Indicator Brass ASTM B16 Housing Steel ASTM A619 Handwheel Steel ASTM A619 Stem Stainless Steel ASTM A564 Type XM12 Dimensions: The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained In the use of Its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM AR AM - SINCE 1951 GROOVED END BUTTERFLY VALVES *Size 2-1/2" to 8" Working Pressure: 300 psi (21 bars) 'Max Pressure: 600 psi (42.8 bars) 'Working Temperature 250° F (120°C) 'Factory installed UL Listed Double Tamper Switch for Indoor or Outdoor use MATERIALS OF PRIMARY COMPONENTS Body : ASTM A-536 Nylon-11 1 Coated c us Disc : ASTM A-536 EPDM Encapsulated Upper & Lower Stems : AISI 420-SS LISTED Worm Gear Shaft : AISI 410-SS Housing : ASTM A-536 Hand Wheel : ASTM A-536 <9> Flag Indicator : ASTM A-536 Shear Pin : ASTM A-510 APPROVED Segment Gear : ASTM B-148 Housing Gasket: EPDM Grade"E" 0-Rings (All) : EPDM Grade5E" DIMENSIONS (inch/mm) U. SIZE A B C D E F G H Take Out 2-1/2" 4.1"(106) 3.3"(85) 3.7" (94.6) 2.9"(73) 5.3(135) 5.311(135) 4.9(125) 3-3/4" 4.4(112) 3.6"(92) 3.8" (96.4) 3.5" (83.9) 5.6"(142) 5.3(135) 4.9(125) 3-3/4" 57"(145) 4.34" (108). 4.5" (114.4). 4.6" (116.2) 69"(175) 53(135) 49(125) 4-1/2" 6" 7.1"(180) 57(146) 5.3(1334) 6.6(168.3) 8 3(210) 7.6"(193) 8.9"(225) 28" (71) 5-1/8" 8" 8"(204) 6.7" (170) 5.8" (147.7) 8.6" (219.1) 9.1(232) 7.611(193) 8.9(225) 0.911(24) 1 5.3/4ll FOR MORE INFORMATION CALL ARGCO AT 800-854-1015 OR LOG ONTO ARGCO.COM BUTTERFLY VALVE WIRING SWITCH WIRING DIAGRAM Is-i) II flSFfl 1PFfl ACTUATOR CASE GROUND (GREEN) 15-2) CLOSED (ORANGE) COMMON (BLACK) OPEN (BLUE) AUX DEVICE I VOLTAGE SOURCE - BELL OR HORN RATED: 5A-116HP-125/250VAC 0.5A-125V DC O.25A-250V DC Switch #1 SI For connection to the supervisory circuit of a UL Listed alarm control panel. Normal Closed (2) Red Normal Open (2) Yellow Common (2) White Switch 92 S2 : Auxiliary switch which may be connected per authority having jurisdiction to auxiliary device. Normal Closed (1) Orange Normal Open (1) Blue Common (1) Black The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the users responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the users responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 800-854-1015 OR LOG ONTO ARGCO.COM GROOVED SWING CHECK VALVE Ductile Iron Available Sizes: 2° through 8° Connection Ends: Groove to AWWA C606 Working Pressure: 300 PSI Temperature Range: 320 to 176° F Coating: Fusion Bonded Epoxy Coating in accordance with ANSl/AWWA Designed for Fire Protection Systems Prevents Backflow Single-disc mechanism incorporates a spring-assisted feature for non-slamming operation. Can be installed either vertically (flow upwards only) or horizontally. Valve body cast with arrow indicator to assist with proper orientation. Body clapper Provided with grooved ends. Spring Rated for ambient temperature use in fire protection systems. BushinçJjAssembly NSF 61 certified c®US <& LISTED APPROVED (approved for potable water). Hinge Hinge Pin Plug — Drain Connections Item # 6520200 6520201 6520202 6520203 6520204 6520205 SPECIFICATIONS: MATERIAL Valve Body Hinge Pin: 420 stainless steel conforming to ASTM A-582 Spring: 304 stainless steel conforming to ASTM A-582 Spring Washer: 304 stainless steel conforming to ASTM A-582 S. Eye Bolt: Carbon Steel Zinc Plated Disc: 2"to 4" 304 stainless steel 2"to 4" Ductile Iron ASTM A536,65-45-12 Seal Ring: Grade°E°EPDM conforming to ASTM 0-2000 Seat: Bronze conforming to ASTM B-62-3600 Plug: Malleable Iron Galvanized Bushing: ASTM B-62-3600 Seat Ring Nominal Size Takeout L Dl D2 B C P1 inches P3 inches 6.73" 2.25" 2.37" 0.31" 0.625" 1/2-14NPT 1/2-14NPT 2-1/2" 7.24" 2.72° 2.87" 0.31" 0.625" 1/2-14NPT 1/2-14NPT 776" 334" 350" 031" 0625" 1/2-14NPT 1/2-14NPT 4° 8.27" 4.33" 4.50" 0.38" 0.625" 1/2-14NPT 1/2-14NPT 6" 12.76" 6.46" 6.63" 0.38" 0.625" 1/2-14NPT 1/2-14NPT 8" 14.875° 8.44" 8.63° 0.44" 0.750" 1/2-14NPT 1/2-14NPT System No. Location Spec Section Paragraph Submitted By Date Approved Date ARGCO.com X.—ARGCO Updated 5/16/2018 0 ARGCO SPECIFICATIONS ANGLE VALVES FEMALE X MALE Cast brass valve with red hand wheel, Female N.P.T. inlet x male hose thread outlet. 300 psi DOUBLE FEMALE Cast brass valve with red hand wheel. Female N.P.T. inlet and outlet. 300 psi '/ POTTER !VALVES ModeleesNo. ROEMER 4060-4075 F/RE PRa [ANGLE HOSE VALVES - SERIES, Member of Morris Group InternationeP" MODEL SELECTION PRODUCT OPTIONS VALVES El 4060 1-1/2" Female x Male Angle Valve 4 F Q 4065 2-1/2" Female x Male Angle Valve 1FM 4065-500 2-1/2" Female x Male Angle Valve 500 psi l 4070 1-1/2" Double Female Angle Valve .4 FM lo- EJ 4075 2-1/2" Double Female Angle Valve FM lo- (34075-500 2-1/2" Double Female Angle Valve 500 psi OPTIONAL CAPS & FLANGES U 4615 1-1/2" Cap w/ Chain U 4625 2-1/2" Cap w/ Chain El 4711 1-1/2" Flange 3" O.D. U 4712 2-1/2" Flange 6-1/4" O.D. FINISHES: L -B Polished Brass -C Rough Chrome Plated U -D Polished Chrome Plated THREADS: UN.S.T. U Other_ VARIATIONS: U Extended Stem Up to 24" Specify U Rocker Lugs (Cap Models Only) U -GRV Grooved Inlet (4065 Only) Call Potter Roomer - Fire Pm for current listings and POTTER ROEMERIFIRE PRO eppm vats. Dimensions are subject to manufacturer's tolerance and may change a4thout notice. Potter Roamer- FIRE EQUIPMENT - - MANUFACIURERS' - ASSOCIAUON rn u,IVFSA Headquarters: Also in: Rio Pro assumes no responsibility for use of void or P.O. Box 3527 New York (800) 526-4592 superceded data. e copyright Potter Roamer- Fire Pm. Member of Moms Group International'" Please wait potterroemer.com for most current specifications. _.. (\ '-A1S P E - City of lndustzy, CA Chicago (800) 547-3473 91744 U.S.A. Atlanta (800) 762-0542 Los Angeles Area Miami (866) 961-3473 / O 800-366-3473 Dallas (866) 644-3473 40604075 SERIES Date: 10/20/15 NFPA° - 626-855-4890 www.potterroemer.com ,M WARNING: Cancer and Reproductive Harm - www.P65Wamings.ca.gov MODEL 4060-4065 MODEL 4065-GRV 10311 (Open 9' (CIosed B H s)4 L—A 0 L POTTER ModeUSenes %ROEMER VALVES 4060-4075 FIRE PR ANGLE HOSE VALVES SERIES Member of Morris Group Internatlonaire -- - - - - - - - MODEL DIMENSIONS DIMENSIONS Size Closed Open A B C C D E 1-1/2 2-1/4 3-1/2 6-1/2 7-1/2 2-1/2 2 2-1/2 j 3-1/2 5 9-1/2 11-1/2 3-1/2 ALL DIM4SlONS IN INCHES C L I / Female X Female 1 JN IL L3OQUjj MODEL 4070-4075 Call Potter Roamer- Fife Pm for current listings and approvals. Dimensions are subject to merniaotuyer's tolerance and may change without notice. Potter Roamer- - FIRE EQUIPMENT MANUFACTURERS OiF9A POTTER ROEMER/FIRE PRO IAU Headquarters: Also in: Fire Pm assumes no responsibility for use of reid or P.O. Box 3527 New York (800) 526-4592 superceded data © Copynght Potter Roamer- Fire Pro. Member of Moms Group International " Please Welt ( AS PE City of Industry; CA Chicago (800) 547-3473 91744 U.S.A. Atlanta (800) 762-0542 Los Angeles Area Miami (866) 961-3473 fts. 40604015 SERIES Date: 10/20/15 NFPA O 800-366-3473 Dallas (866) 644-3473 626-8554890 www.potterroemer.com Model 1011 A TESTANDRAIN" Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve The AGF Model 101IA TE5TDRAIN® provides the test and express drain functions for wet fire sprinkler systems on multi-story installations requiring pressure relief (NFPA 13 and NFPA 1313). The Model 10IIA features a Model 7000 Pres- sure Relief Valve with drain pipe. The Model 1011A is available in a full range of sizes (3%" to 2") with NPT connections (BSPT available). The Model 7000 Pressure Relief Valve (ULJFM) features a flushing handle and a 175 PSI factory rating (other pressure ratings available). Complies with NFPA 13 and NFPA 13R Requirements Compact, Single-Handle Ball Valve Tamper-Resistant Test Orifice and Sight Glasses. 300 PSI rated. Specifiable orifice sizes: 3/8" (2.8K), 7A6" (4.2K), ½" (5.6K), 17/32" (8.0K), /8" (11.2K, ELO), 3/4" (14.0K, ESFR), and K25 Relieves Excess System Pressure caused by Surges or Temperature Changes Shipped with Relief Valve and Bypass Drain Ports Plugged to Expedite Pressure Testing Locking Kit Available Repair kits are available for all TESTANDRAIN® valves. Kit includes: Adapter Gasket (1), Ball (1), Valve Seats (2), Stem Packing (1), and Stem Washer (1). Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for maintenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. ss-M1011A_v001 06/13 TESTANDRAINO is a registered trademark of AGF Manufacturing Inc. Model 1011 A us= TESTAN DRAIN® Model 1011 A 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve Nam Factory Rated at 175 PSI with other setting available Model 1011 A - Front View SIZE A B C D E F G H 3/411 79A6" 1½" 2A6" 35W 63/811 33W 113/6" 41M6" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 76" 10" 26" 35W 33W 113i6" 4A6" 60" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 11/4" 716" 111/16" 29/16" 41/4" 35W 115/16" 56" 71/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 1Y2" 81i6" 115/6" 31/4" 51A6" 37/8" 25W 81/4" 10/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 816" 113A6" 31/4" 51A6" 37/8" 25W 81/4" 10/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) 1 (207 mm) (274 mm) The Model 1011 provides the following... From the 2013 Edition of NFPA 13 Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) - & 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream of the waterilow alarm. Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1 'in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less than 1 ', at least one of which shall be brass. Chapter 7.1.2 - a wet pipe system shall be provided with a listed relief valve set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3* A listed relief valve of not less than ½" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding rated pressure of the system. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve Model 1011 - Plan View a rMw-_ I "I~;ma m Orifice Sizes /8" '716", 1/21k, 17/32", 51,11 EI...O*, 3/4" ESFR*, and K25** Materials Handle................Steel Stem...................Rod Brass Ball ...................... C.P. Brass Body...................Bronze Valve Seat...........Impregnated Teflon® Indicator Plate .... Steel Relief Valve.........Bronze Bypass Fittings... Brass Bypass Tubing.... Nylobraid Approvals UL and ULC Listed: (EX4019 & EX4533) FM Approved NYC-BSA No. 720-87-SM MAlE II lU. AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 Phone: 610-240-4900 Fax: 610-240-4906 www.testandrain.com *Available on 11/4" to 2" size units only • "Available on 1½" and 2" size units only Dimensions Job Name: Architect: Engineer: Contractor: