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11080133
CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 18922 FORGE DR CONTRACTOR:THERMA CORP PERMIT NO: 11080133 OWNER'S NAME: FORGE DRIVE INVESTORS LLC 1601 LAS PLUMAS AVE DATE ISSUED:08/17/2011 O"'H'ER'S PHONE: 4152845700 SAN JOSE,CA 95133 PHONE NO:(408)347-3400 ❑ LICENSED CONTRACTOR'S DECLARATION �C !v 2 BUILDING PERMIT INFO: BLDG ELECT PLUMB License lass 4), 3(-)� U.# / / MECH RESIDENTIAL COMMERCIAL Contractor �'f?/1 -t"f�C-',- Date I hereby affirm that I am licensed under the provisions of Chapter 9 ENTRAJOB DESCRIPTION:ADD BACK FLOW PREVENT AT WATER SERVICE (commencing with Section 7000)of Division 3 of the Business&Professions DOMESTIC &O UCED PRESSURE PRINCIPLE.ONE FOR Code and that my license is in full force and effect. DOMESTIC&ONE FOR SPRINKLER I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this Sq.Ft Floor Area: Valuation:$41000 permit is issued. APPLICANT CERTIFICATION APN Number:31609030.00 Occupancy Type: I certify that I have read this application and state that the above information is correct.I agree to comply with all city and county ordinances and state laws relating to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We)agree to save PERMIT EXPIRES IF WORK IS NOT STARTED indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the WITHIN 180 DAYS OF PERMIT ISSUANCE OR granting of this ermit. Additionally,the applicant understands and will comply 180 DAYS FROM LAST CALLED INSPECTION. with all non- ' t source regulations per the Cupertino Municipal Code,Section 9.18. " Issued by: 17- L/ Date: Signature ate OWNER-BUILDER DECLARATION RE-ROOFS: I hereby affirm that I am exempt from the Contractor's License Law for one of All roofs shall be inspected prior to any roofing material being installed.If a roof is the following two reasons: installed without first obtaining an inspection,I agree to remove all new materials for I,as owner of the property,or my employees with wages as their sole compensation, inspection. will do the work,and the structure is not intended or offered for sale(Sec.7044, Business&Professions Code) Signature of Applicant: Date: I,as owner of the property,am exclusively contracting with licensed contractors to construct the project(Sec.7044,Business&Professions Code). ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER I hereby affirm under penalty of perjury one of the following three declarations: HAZARDOUS MATERIALS DISCLOSURE I have and will maintain a Certificate of Consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the I have read the hazardous materials requirements under Chapter 6.95 of the performance of the work for which this permit is issued. California Health&Safety Code,Sections 25505,25533,and 25534. I will maintain I have and will maintain Worker's Compensation Insurance,as provided for by compliance with the Cupertino Municipal Code,Chapter 9.12 and the Health& Section 3700 of the Labor Code,for the performance of the work for which this Safety Code,Section 25532(a)should I store or handle hazardous material. Additionally,should I use equipment or devices which emit hazardous air permit is issued. contaminants as defined by the Bay Area Air Quality Management District I will I certify that in the performance of the work for which this permit is issued,I shall maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the not employ any person in any manner so as to become subject to the Worker's Healp!4&Safety Code, ections 25505,25533,and 25534. Compensation laws of California. If,after making this certificate of exemption,I become subject to the Worker's Compensation provisions of the Labor Code,I must One o ize forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is I hereby affirm that there is a construction lending agency for the performance of work's correct.I agree to comply with all city and county ordinances and state laws relating for which this permit is issued(Sec.3097,Civ C.) to building construction,and hereby authorize representatives of this city to enter Lender's Name upon the above mentioned property for inspection purposes.(We)agree to save indemnify and keep harmless the City of Cupertino against liabilities,judgments, Lender's Address C and expenses which may accrue against said City in consequence of the ig of this permit.Additionally,the applicant understands and will comply ARCHITECT'S DECLARATION wan all non-point source regulations per the Cupertino Municipal Code,Section 9.18. I understand my plans shall be used as public records. Signature Date Licensed Professional CITY OF CUPERTINO 6 ITEMS OF 6 PERMIT RECEIPT OPERATOR: patg COPY # 1 Sec: Twp: Rng: Sub: Blk: Lot: APN . . . . . . . . : 31609030. 00 DATE ISSUED. . . . . . . : 08/17/2011 RECEIPT #. . . . . . . . . : BS000014472 REFERENCE ID # . . . : 11080133 SITE ADDRESS . . . . . : 18922 FORGE DR SUBDIVISION . . . . . . CITY . . . . . . . . . . . . . . CUPERTINO IMPACT AREA . . . . . . OWNER . . . . . . . . . . . . : FORGE DRIVE INVESTORS LLC ADDRESS . . . . . . . . . . : 18922 FORGE DR CITY/STATE/ZIP . . . : CUPERTINO, CA 95014 RECEIVED FROM . . . . : THERMA INC CONTRACTOR . . . . . . . : PARISI, JOE LIC # 12201 COMPANY . . . . . . . . . . : THERMA CORP ADDRESS . . . . . . . . . . : 1601 LAS PLUMAS AVE CITY/STATE/ZIP . . . : SAN JOSE, CA 95133 TELEPHONE . . . . . . . . : (408) 347-3400 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ------------- ---------- ---------- ---------- ---------- ---------- -ADMIN HOURS 1 . 00 41. 00 0. 00 41. 00 0. 00 1BCBSC VALUATION 41, 000 .00 2 . 00 0. 00 2 . 00 0. 00 1BSEISMICO VALUATION 41, 000 .00 8 .61 0. 00 8 .61 0. 00 1PATMOBF UNITS 2 .00 65. 00 0. 00 65 . 00 0. 00 1PPERMITFE FLAT RATE 1 .00 44 . 00 0 . 00 44 . 00 0 . 00 1TRAVDOC FLAT RATE 1 .00 44 . 00 0 . 00 44 . 00 0 . 00 ---------- ---------- ---------- ---------- TOTAL PERMIT 204 .61 0 . 00 204 .61 0. 00 METHOD OF PAYMENT AMOUNT REFERENCE NUMBER ----------------- --------------- -------------------- CHECK 204 . 61 #23420 --------------- TOTAL RECEIPT 204 .61 VOICE ID DESCRIPTION VOICE ID DESCRIPTION -------- ---------------------------- -------- ---------------------------- 301 ROUGH PLUMBING 507 FINAL PLUMBING CITY OF CUPERTINO FEE ESTIMATOR- BUILDING DIVISION ADDRESS: 18922 forge drive DATE: 08/17/2011 REVIEWED BY: larry s APN: BP#: EVALUATION: $41,000 *PERMIT TYPE: Plumbing Permit PLAN CHECK TYPE: Alteration /Addition/ Repair PRIMARY Commercial Building PENTAMATION 1CPBF USE: I PERMIT TYPE: WORK add back flow preventer at water service entrance. reduced pressure principle . one for domestic and SCOPE one for sprinkler APPLIANCE/EQUIP TYPE FEE ID QTY UNITS BP FEES Vacuum Backflow 1PATMOBF 2 # $65 TOTALS: $65.00 Plumb.Plan Check 0.0 hrs $0.00 Plumb.Permit Fee: 1PPERMIT Other Plumb Insp. 0.0 hrs $44.00 NOTE: These -fees are based on the preliminary information available and are only an estimate. Contact the Dept for addn'l in o. FEE ITEMS (Pe Resolution 11-053 Ef'. 11 FEE QTY/FEE MISC ITEMS PME Plan Check: $0.00 PME Unit Fee: $65.00 PME Permit Fee: $44.00 Work Without Permit? 0 Yes No $0.00 Travel Documentation Fee: 1 TRA VDOC $44.00 Strom Motion Fee: 1BSEISMICO $8.61 0.5 hrs Admin./Clerical Fee Bldg Stds Commission Fee: IBCBSC $2.00 $41.00 IADMIN SUBTOTALS: $163.611 $41.00 TOTAL FEE: $204.61 Revised: 07/04/2011 GENERAL PERMIT APPLICATION MEP COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 CUPERTINU (408)777-3228•FAX(408)777-3333•buildingna.cupertino.org MISIC PLUMBING ECHANICAL FELECTRICAL ISCELLANEOUS PROJECT ADDRESS Drive 18922 Forge APN# - OWNER NAME Forge Drive Investors, LLC PHONEE-MAIL c/o Divco West Real Estate Services 415-284-5700 STREET ADDRESS 575 Market Street I CITY, STATE,ZIP San Francisco, CA 94105 FAx 415-995-5555 CONTACT NAME Cindy Thompson-Therma PHONE 408-347-3400 E-MAIL cthompson@therma.com as Av , , STREET ADDRESS 1601 Las Plumenue crrYSTATEZIP San Jose, CA 95133 FAx 408-347-3428 ❑OWNER ❑ OWNER-BUILDER ❑OWNER AGENT 310 CONTRACTOR CONTRACTOR AGENT ❑ARCHITECT 13ENGINEER ❑DEVELOPER d"ENANT CONTRACTOR NAME LICENSE NUMBER BUS.LIC# Joe Parisi/Cindy Thompson 270648 B,C4,10,20,36,38,43 12201 COMPANY NAME Therma E-MAIL cthompson@therma.com I FAx 408-347-3428 STREET ADDRESS 1601 Las Plumas Avenue CITY,STATE,ZIPPHONE 408-347-3400 San Jose, CA 95133 ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS.LIC# COMPANY NAME E-MAIL FAX STREET ADDRESS CITY,STATE,ZIP PHONE USE OF ❑SFD or DUPLEX ❑ MULTI-FAMILY PROJECT IN WILDLAND ❑YES PROJECT IN ❑YES IS THE BLDG AN ❑YES BUILDING: IQCOMMERCIAL URBAN INTERFACE AREA ❑NO FLOOD ZONE ❑NO EICHLER HOME' ❑NO DESCRIPTION OF WORK Install(2)new backflow prevention devices(one 4"on domestic water line&one 2"on irrigation line) TOTAL VALUATION: $41 000 1 RECEIVEDBY- Bymy signature below,I certify to each of the following: I am the property owner or authorized agent to act on the property owner's behalf. I have read this application and the information I have provided is correct I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relatin building c nstructio I uthorize representatives of Cupertino to enter the above-identified property for inspection purposes. Signature of Applicant/Agent: �"` Date: J SUPPLEMENT INFORMATION REQUIRED ` : �; ,, .. d EXPRESS C7 STAOARP © LARGE Q MAJOR MEPMiscApp_2011.doc revised 06/21/11 WILKINS,.- Model 475/475V a 4UR*. company Reduced Pressure Principle Assembly SPECIFICATION SUBMITTAL SHEET APPLICATION jP475V Designed for installation on potable water lines to protect ER. FREE against both backsiphonage and backpressure of contami- �- nated water into the potable water supply.Assembly shall provide protection where a potential health hazard exists. ® The Model 475 is for applications requiring vertical flow up and vertical flow down.The Model 475V is for applications 475(with BGVIC valves) Maa requiring vertical flow up. Ideal for use where lead-free 115E/Mdl 61G FEATURES valves are required. Sizes: X 411 ❑ 6" ❑ 811 ❑ 10" STANDARDS COMPLIANCE Maximum working water pressure 175 PSI ASSEG Listed 1013 Maximum working water temperature 140°F AWWA Compliant C511 (with gates only) Hydrostatic test pressure 350 PSI CSA®Certified (4"thru 8") End connections (Grooved for steel pipe) AWWA C606-87 IAPMO®Listed (Flanged) ANSI 1316.1 ULO Classified Class 125 C-ULOD Classified OPTIONS (Suffixes can be combined) FMO Approved ❑ - with NRS shut-off valves (standard) NYC MEA 468-99-M VOL 4 ❑ FSC - with epoxy coated wye type strainer Approved by the Foundation for Cross Connection (flanged only) Control and Hydraulic Research at the University of ❑ G - with groove end gate valves Southern California(4"-10"gates,4"-8"with butterfly) ❑ FG - with flanged inlet gate connection and NSF@ Listed-Standard 61,Annex G* grooved outlet gate connection *(0.25%MAX.WEIGHTED AVERAGE LFor'--','-ENT) ❑ L - less shut-off valves(grooved body connections) MATERIALS ❑ MS - with Integral Relief Valve Monitor Switch Main valve b ble'WinM IIro�;n S `�i6 Grade 4 E3OSY - with OS &Y gate valves Access covi (DIN 3V - vertical flow up configuration Coati to, to"Ifi� sh ❑BGVIC - with grooved end butterfly valves ryi �_, "in . r' ❑ PI - with Post Indicator Gate Valve (3"-10") �L' �+ ACCESSORIES Tj-qI�t� t t E39 ap((see SS l' Air spec sheet BF-AG) Elastomers 0 r vea) ❑ Repair kit(rubber only) Buna Nitrile (FDA approved) ❑ Thermal expansion tank(Model XT) Polymers NORYL TM, NSF Listed ❑ Valve setter(Model FLS or MJS or MJFS) Springs Stainless steel, 300 series ❑ Gate valve tamper switch(OSY-40) ❑ Electronic Solenoid Timer(Model EST) ❑ QT SET Quick Test Fitting Set Cc--d L3Test Cock Lock(Model TCL24) BB E E Relief Valve discharge port: 2 1/2"-6" - 2.75 sq. in.811-10" - 3.69 sq. in. c D l---A--1 A [--A DIMENSIONS&WEIGHTS(do not include pkg.) DIMENSION(approxinate) WEIGHT MDLB B B C C C WITH E WITH NRS GATE OS&Y B rFFLY 475& WITH LESS GATE OS&Y C 475V A WITH GATE BUTTERFLY VALVES OS&Y CLOSED NRS GATES BUTTERFLY D E BVALVES GATE VALVES VALLVESVES VALVES SIZE VALVES Y VALVES OPEN VALVES V in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. k lbs. k lbs. k 4"475 185116 465 30 1762 275/8 702 21 533 22 3141578 181/41464 143/4 375 91/8 232 5N254 231/4 591 23 1141591 277 126 287 130 129 59 475V 181516 481 36112119071 31 3/4 807 18112 470 223141 578 181/4 464 143/4 375 91/8 232 5 18 5/81473F 30 129 59 6"475 1811/16 475 351/2 902 32 813 25 635 30 1/8 765 233/4 603 19 483 10 1/8 257 6 26, 14 223 101 475V 21 533 42 1607 35 889 21 533 301/8 765 23 314 603 19 463 10 1/8 257 6 2 R559 18 112 470 455 204 471 214 21 101 8"475 29 737 46 1168 42 7/16 1078 34 7/16 875 37 3/4 959 29 1/4 743 22 1/2 572 11 1516 303 10 331/41/ 89 881 400 513 2475V 30516 770 53 1/2 1359 46 516 1176 30 5/16 770 373/4 959 291/4 743 22 1/2 572 111516 303 10 37 7!83/ 8 89 881 400 513 233 10'475 29 737 47 1/2 1207 44 7116 1129 34 7/16 875 453/4 1162 353/8 899 26 1!2 673 135/16 338 10 33 1/4 33 1/4 845 1051 477 1097 498 595 270 561!2 1435 50 516 1278 30 5116 770 45 314 1162 35318 899 26 1/2 673 13 5/16 338 10 254 39 3/8 34 3/8 873 1051 477 1097 498 595 270 • (Patent No. 5,913,331) BF-475&V Pagel of 2 WILKINS a Zurn company,1747 Commerce Way,Paso Robles,CA 93446 Phone:805/238-7100 Fax:805/238-5766 In Canada:ZURN INDUSTRIES LIMITED,3544 Nashua Dr.,Mississauga,Ontario L4V 11-2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW(1-877-222-5356) • Website:http:/iwww.zurn.com FLOW CHARACTERISTICS MODEL 475&476V 4"&6"(STANDARD&METRIC) FLOW RATES(1/s) 0.0 25.2 50.5 75.7 100.9 620 138 rn CL a 103 cn rn 15 4"(100mm) 6..(150mm) 0 0 69 _J 10LU w 34 cn rn 5 w LUa X 0 --M 0 0 400 800 1200 1600 FLOW RATES(GPM) MODEL 475&475V 8"&10"(STANDARD&METRIC) FLOW RATES(1/s) 0.0 63.1 126.2 189.3 252.4 h20 138 n 8"(200mm) 10"(250mm) 103 N N 15 0 LU 10 69 Lu Lu W 9 - 345 N w LU of W 0 0 a IL 0 1000 2000 3000 4000 FLOW RATES(GPM) O Rated Flow(Established by approval agencies) TYPICAL INSTALLATION Ca a itv thru Schedule 40 Pipe GPM DIMENSIONS (approx.) Pipe sizel 5 ft/sec 7.5 ft/sec 10 fUsec 15 ft/sec MODEL Al SETTER Al SETTER Local codes shallovern in- 21/2" 75 112 149 224 SIZE END TO END TO g stallation requirements. To 3" 115 173 230 346 END FLS END MJS 4" 198 298 397 595 in. mm in. mm inmm be installed in accordance 4 100 31 5/1 795 29.313 745 with the manufacturers' 6.1 450 675 900 1351 6 150 343/4 884 32.75 832 instructions and the lat- 0 1229 1843 2458 3687 780 1169 1559 2339 8 200 47 1194 44.625 1133 10" est edition of the Uniform 12' 1763 2644 3525 5288 10 250 51 1295 47 1194 Plumbing Code. Unless otherwise specified, the PROTECTIVEPROTECTIVE ENCLOSURE ENCLOSURE assembly shall be mounted above adequate drainswith sufficient side clearance for " II testing and maintenance. " The installation shall be 7 3R " PF >€ 11 made so that no part of the AIR GAP e MIN 8 MIN EE NR " AIR GAP T C+AP II unit can be submerged. WILKINS VALVE WILKINSVALVE ITMIN, SETTER SETTER 1 II 11 Al Al DIRECTION OF FLOW CD DIRECTION OF FLOW CD CRWN OUTDOOR INSTALLATION OUTDOOR INSTALLATION VERTICAL INSTALLATION 475(with BGVIC valves) SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ASSE0 Listed 1013,and supplied with full port gate valves. The main body and access covers shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYLTm, the stem shall be stainless steel (ASTM A 276)and the seat disc elastomers shall be EPDM. Center stem guided design shall incorporate two torsion springs to bias the check in the closed position. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors,the installation shall be supplied with an air gap adapter.The-Rdiduded Pressure-Principle Backflow Preventer shall be a WILKINS Model 475 or 475V. ,mss WILKINS a Zurn company,1747 Commerce Way,Paso Robles,CA 93446 Phone:805/238-7100 Fax:805/238-57184 IN CANADA:ZURN INDUSTRIES LIMITED,3544 Nashua Dr.,Mississauga,Ontario L4V 11-9 fb i 6;906 15" ax905/405-1292 Product Support Help Line: 1-877-BACKFLOW(1-877-222-5356) • Website:http://vvww.zurn.com Page 2 of 2 ZA !:C--' ES-F-LF825Y • FEBCO® LEAD FREE* Series LF825Y AA Lead Fr e* Reduced Pressure Zone Assemblies ` Y Size:3/4" 2" (20mm - 50mm) The FEBCO S es LF825Y Reduced Pressure Zone Assemblies are used The assembly shall be rated to 175psi(12.1 bar)working pressure and water to protect against high hazard(toxic)fluids in water services to industrial temperature range from 32°F to 140°F(0°C-600C).The Lead Free*Reduced plants,hospitals,morgues,mortuaries,and chemical plants.They are also Pressure Zone Assemblies shall comply with state codes and standards, used in irrigation systems,boiler feed,water lines and other installations where applicable,requiring reduced lead content. requiring maximum protection.The LF825Y features Lead Free*construc- The assembly shall meet the requirements of ASSE Standard 1013;AWWA tion to comply with Lead Free*installation requirements. Standard Code C511;CSA Standard 864.4;and approved by the Foundation for Cross-Connection Control and Hydraulic Hydraulic Research at the Features University of Southern California. • Ultimate mechanical protection of potable water,against hazards of cross-connection contamination. Operation • Meets all specifications of AWWA,ASSE,CSA and approved by the In a flow condition the check valves are open with the pressure between Foundation for Cross-Connection Control and Hydraulic Research at the the checks,called the zone,being maintained at least 5.Opsi lower than the University of Southern California. inlet pressure and the relief valve is maintained closed. • Flow curve generated by the Foundation of Cross-Connection Control Should abnormal conditions arise under no flow or reversal of flow,the and Hydraulic Research at the University of Southern California. differential relief valve will open and discharge to maintain the zone at least • Modular relief valve for ease of maintenance. 2psi lower than the supply. • Simple Service procedures.All internal parts serviceable in line. When normal flow resumes,the zone's differential pressure will resume and the relief valve will close. • Low head loss. • Spring loaded"Y"type check valves. Typical Installation • Internal relief valve pressure sensing passages. Reduced pressure zone assemblies should be installed with minimum • Replaceable seat rings on all sizes. clearance of 12'(300mm)between relief valve discharge port and floor or grade.They must be installed where discharge will not be objectionable • End connection—NPT ANSI/ASME B1.20.1 and can be positively drained away.They should be installed where eas- ily accessible for testing and maintenance and must be protected from Specifications freezing.Thermal water expansion and/or water hammer downstream of The reduced pressure zone assembly shall consist of two independently the backflow preventer can cause excessive pressure.Excessive pressure operating,spring loaded,"Y"pattern check valves and one hydraulically situations should be eliminated to avoid possible damage to the system dependent differential relief valve.The assembly shall automatically reduce and assembly. the pressure in the"zone"between the check valves to at least 5psi lower Refer to local codes for specific installation requirements.Some codes than inlet pressure.Should the differential between the upstream and the may prohibit vertical installation. zone of the unit drop to 2psi,the differential relief valve shall open and main- * The wetted surface of this product contacted by consumable water con- tain the proper differential. tains less than one quarter of one percent(0.25%)of lead by weight. Mainline valve body and caps including relief valve body and cover shall be Lead Free*bronze.Check valve moving member shall be center stem guid- ed.All hydraulic sensing passages shall be internally located within the main line and relief valve bodies and relief valve cover.Diaphragm to seat area k4 ratio shall be 10:1 minimum.Relief valve shall have a removable seat ring. 7F Check valve and relief valve components shall be constructed so they may —► 30"Max.(700mm) be serviced without removing the valve body from the line.All seat discs Flow 17'Min.(300mm) shall be reversible.Shutoff valves and test cocks shall be full ported ball valves. Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative FEBCO product specifications in U.S.customary units and metric are approximate and are provided for reference only. For precise mea- surements,please contact FEBCO. FEBCO reserves the right to change or modify product design,construction,specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on FEBCO products previously or subse- quently sold. Capacity Temperature-Pressure kPa psi W'(20mm) Maximum working pressure: 175psi(12.1 bar) 136 20 Hydrostatic test pressure: 350psi(24.1 bar) 103 15 Temperature range: 32°F to 140°F(0°C to 60°C) 0 69 10 Materials 34 5 0 5 10 15 20 25 30 gpm Main valve body: Lead Free* Bronze 0 19 36 57 76 95 114 Ipm 5 7.5 10 .5 fps Relief valve body: Lead Free*Bronze 1.5 23 3.1 4.6 mps Elastomers: Nitrile Seat Discs We psi 1"(25mm) Diaphragms: Nitrile,fabric reinforced 136 20 Springs: Stainless Steel 3 103 15 0 _ 69 16 Approvals-Standards 34 5 0 10 20 30 40 5o 60 gpm • AWWA C511 Conformance 0 38 76 114 151 190 227 Ipm 5 7.5 1 0 15 20 fps A� GO ® N 1.5 23 3.1.1 4.6 6.1 mps kPa psi I11(gym) 1013 B64.4 138 20 103 15 0 = 69 10 34 5 gpm 0 76 151 227 304 379 454 Ipm 5 7.5 10 15 fps 1.5 23 3.1 4.6 mps We psi 2"(50mm) 138 20 9 103 15 = 69 10 34 5L. 0 40 80 120 160 200 240 qpm 0 151 304 454 606 760 910 Ipm Side View 5 7.5 10 15 20 fps 1.5 23 3.1 4.6 6.1 mps ---------------- A ---------- --------- B --- I Dimensions-Weights Size:3/4"-2"(20-50mm) C - 4 A B* C D E inmm in. 11mm In. I mm in. I mm in. I mm in. I mm lbs. kgs. D 3/4 20 12 305 73/4 197 3'/4 83 31/4 83 4'/e 105 11.5 5.2 1 25 123/4 324 73/4 197 1 31/4 83 31/4 83f4l/B 105 12.5 5.7 1'h 40 17 432 101h 267 4'h 114 4'h 114127 26.5 12.0 Top View 2 50 173/4 451 10'h 267 4'h 114 4'/z 114127 29.0 13.0 , *B Dimension is less shutoffs Note:Weights shown are approximate.Dimensions shown_re nominal, E allowance must be made for normal manufacturing tolerances. FEBco® CERTt,_Zo� F1ED A watts water Technologies Company USA 4381 N.Brawley•Ste.102•Fresno,CA•93722•Tel.(559)44t 300•Fax:(55QJ441-530'1•www FEBCOonline.com Canada: 5435 North Service Rd.•Burlington,ONT. •UL 5H7•Tel.(901 334 -CA x:(905)332-7068• wwwYEBCOonline.ca ES-F-LF825Y 1004 C 2010 FEBCO