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HomeMy WebLinkAbout3247 CAMINO DE LOS COCHES; ; AS050149; Permit10/29/2020 AS050149 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS050149 3247 CAM INO DE LOS Job Address: Status: ISSUED COCHES Permit Type: SPRINK Applied 7/1/2005 Parcel No: Approved: 8/17/2005 Lot #: 0 Reference No.: Issued: 8/17/2005 PC #: Inspector: Project Title: LOS COCHES VILL. PAD 2 FIRE SPRINKLER (FEES PAID TO OUTSIDE) Applicant: G & A FIRE PROTECTION SUITE 40 14141 COVELLO ST VAN NUYS, CA 818-780-9080 Owner: Fees ($) Add'I Fees ($) Total ($) Balance ($) 0 0 0 .0 1/1 - , Contractor's Material and Test Certificate for Ab o v e g r o u n d P i p i n g PROCEDURE Upon completion of work, inspection and tests Shall be made by the Contractors representative and witnessed by an owner's represerrtat'e. All detects shall be couecled and system left in service betore Contractors personnel finally leave the job. A cerificate shall be tilled Out and signed by both representatives. Copies shall be Prepared for approving authorities. owners, and Contractor. it's understood the owner's representatives signature in no way prejudices any claim against contractor or tautly material, poor workmanship, or failure to Comply with approving authority's requirements or local ordinances. PROPERTY NAME LULD?NC PAD '2' i DATE PROPERTY ADDRESS 3,147 CAMIt4O D Los CocES,CRl..SBD ,ci. ACCEPTED BY APPROVING AUTHORITIES (NAMES) CARLSBAD FIRE "---PT- ADDRESS 1 (P35 FAP.ADP4 AVE, CALSBpD, CA 9200 PLANS EJ INSTALLATION CONFORMS TO ACCEPTED PLANS' EYES NO EQUIPMENT USED IS APPROVED CK YES NO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS 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 E NO t. SYSTEM COMPONENTS INSTRUCTIONS CK YES NO CARE AND MAINTENANCE INSTRUCTIONS YES NO Ei NFPA25 YES NO LOCATION SUPPLIES BUILDINGS OF SYSTEM YEAR OF ORIFICE TEMPERATURE MAKE MODEL MANUFACTURE SIZE. QUANTITY RATING Vi&INCq ti 2.CO , 'IV' 112 2.oô SPRINKLERS PIPE AND Type of Pipe YNAh Fi.ov/ OyAh -THREAD Type of Fittings cgbov TTPE c1r gIaoH lrpg FITTINt,5 FItIRNGS MAXIMUM TIME TO OPERATE ALARM DEVICE THROUGH TEST CONNECTION XLAR TYPE MAKE ___________MODEL MIN. SEC. __ W swircoPLOW ______________________ PoTTER.. F 45 DRY VALVE 0.0. D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP TIME WATER ALARM 1 THROUGH TEST WATER AIR TRIP POINT REACHED OPERATED CONNECTION PRESSURE PRESSURE AIR PRESSURE TEST OUTLET' PROPERLY /REG MIN. SEC. PSI PSI PSI MIN. SEC. YES NO WiIh Withoul O.O.D. IF NO, EXPLAIN MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS OPENED. OPERATION LPNEUMATIC Lii ELECTRIC [I] HYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED YES fl NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE El YES E NO CONTROL STATIONS /PRETIONIS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT IF NO, EXPLAIN FOR TESTING YES_NO DOES EACH CIRCUIT OPERATE I DOES EACH CIRCUIT MAXIMUM TIME TO MARE MODEL SUPERVISION LOSS ALARM I OPERATE VALVE RELEASE YES NO YES NO OPERATE RELEASE MIN. I SEC. LOCATION MAKE & SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE & FLOOR MODEL (FLOWING) - ZEI I INLET (PSI) OUTLET (PSI) INLET (PSI) OUTLET (PSI) FLOW (GPM) HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in excess 01150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during lest to prevent damage: All aboveground piping leakage shall be slopped. TEST DESCRIPTION PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1-1/2 psi (0.1 bats) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1.1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED LI YES NO EQUIPMENT OPERATES PROPERLY W YES Lii 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 LI NO DRAIN READING OF GAGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST TESTS TEST I SUPPLY TEST CONNECTION: O PSI CONNECTION OPEN WIDE 4'4 PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO. 85B YES LI NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- B OrHgpS GROUND SPRINKLER PIPING J YES LI NO IF POWDER DRIVEN FASTENERS ARE USED IN YES LI NO IF NO, EXPLAIN CONCRETE, HAS REPRESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? BLA'ING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING YES LI NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES LI NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS WELDING QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST YES LI NO AWS DI 0.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE YES LI NO THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH. THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO YES LII NO (DISCS) ENSURE THAT ALL CUTOUTS (DISCS) ARE RETRIEVED? HYDRAULIC DATA NAMEPLATE NAMEPLATE PROVIDED I IF NO. EXPLAIN I YES E NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: DEC. 2005 REMARKS NAME OF SPRINKLER CONTRACTOR A FIRE PPoTCiioM SIGNATURES TESTS WITNESSED BY FOR PROPERTY OWNER (SIGNED) TITLE DATE FOR SPRINKLER CONTRACTOR (SIGNED) DATE ADDITIONAL EXPLANATION AND NOTES / A 3 oao 1411 Contractor's Material and Test Certificate for Underground Piping PROCEDURE Up on compbilOfl of work, IMAPOCtlDnOind 1ea13 ShNI be rnedn by the tontrectorn rapreekttative and witnessed by an owners repruorfl0Uv, All doincle shell be carrectod and ayetom left In eervicn beforo contractor's personnel finally leave the (Oti, AcertificUt q hall be tlltrtlt out end nlgned by hnitt reprazontallvea. Copies sitall be prdplrCd for approving at4hOtltleB, ownc'r. and contractor, ills undriood the owner's repro 11r1181!ve'S nIgnaluro in rtowoy praJudlco tny cloim nga1051e0n1r'ctor for fetinly material. poor woricmonnttlp, or feili.,rn to comply with approving authorilyc requirements or local ordinrInce9. Propnrny flume ff bale Preperty address 47 — cMi iJoPt- Accopteri by approving authcriilo (namo) C3: 1-Y c'c cPrP.L 9 f i Address &t:''POA' (h),4 SkD, ,r Plnn - - -•________ "- in3iIl1Ion conforms to accepted plans S yes C3 No Equipment used Ip approved F251 Y01 ED No If no, Slele deviNora Has person In chars') Of fire equment booy instructed If. to locatlot Ynn No of control valves nnd care and malnlenonice of this nw equipment? II no, explain lnvirucilons hive coplos trippropritito InetructIOnr and core and maIntenance Yea fl No charts boon left on promIses7 If no, titpiatn Lecolion StJppte buildings Pipe Iyprie and Cl jTypnjolnt Pipe conforms to tiindard 52 Yes 1 No Underground ittln:conforrn: to _2i&~k etendrtrrj [i Yes r:i No pipes and It no, explain Joints --_, Joists needed nnchoroge cylrilpad, strpppnd, or blocked In 'lee t No accordonr. with P-On =m standard If no, esplole JuIiIng. Flow the required rare until waler Is clOr riv IndIcated by no collection of foreIgn materIal in burlap bags ci outlets iiicli art hydrants and blov.ofte. Fiuh at flows not Ionn than 390 pm (1476 timln) for 4-In. pipe, 000 ppm (3331 Limit) for 04n, pIpe, 1560 ppm (5905 Unite) for 8-In. pipe, 2440 ppm (9235 LJmIn) for 10-in, pipe, and 3520 ppm (13,323 Lirnln) for 12.ln. pipe. When supply cannot produce stipulated (low rates, obtOin maximum evOiitibltt. Hydrostatic Hydrostatic (eta andll be, made di not less INert 200 pal (13.9 bCr) for 2 hours or 50 pni (3.4 bar) above IeI stelic flresure In oxeea of 150 p.o1 (10.3 bit) for 2 ttourq, description Leakqge: Now pipe laid with rubber gookeled ,oinrn shell, If the workmanship is natistactory, have little or no loohegC ,.it iiJolnts. The, amount of leakage at the joints Shall not emceed pu.irls per hour (1.69 L!iir) per 100 Joints IrrespectIve, of pIpe diameter. The lee dqn titrelt be dIstributed ove,r rh Joints. It such toakage occur-, at a few Joint:;, the installation shell be r,oneldeiod uriatIsfaciory rind necessary repairs made. The amount of eliowablo Irinbege specified e,bove can be lncroayd by I fluid ounce per inch valve diameter per hr. (0 mLi25 mm/hr) for each mete! 3ñntecl valve iaOiOtlng Ii' fast section. If dry berml hydrantS are lasted Wiiil the main vCivn open so the hydrants are under pressure, an nddiilOnai 5 ounces per ryllnute (150 mUmin) IcOkage Is permitted for each hydrant. Now piping flushed accordirip 10 - Ysir D No 'Zf stGfliOfd by (company) 4 p 1 no, explain How flirrlttng flow wati obtained - Through whet type opOning Fiisttlng Publlc woler (7 Tank or reservoir 0FIre pump, LC Hydrant butt E( Open pipe tests , ... .... - Lt,ld-Ina fiuhnd according to alrntrlard by (compeny) P3VF'R CD No If no, explain How flushing now wits obteincd Through what type opoehlig Public water 0 flinhi or rseevvcrlr (i Plea pump V connectIon to Flange ( Open pipe and spigot I All new underground piping liycJrotovclIy lthd at { Joinl covered f-I ' dr In.I - p1 for ________ hQU9 i1 '(CS L1 No Total amount of to1P.ia m.xrured - __j( .qI)one hOvrr test AllowtQde Ieskiiqn gallons -_______ hOyr! Numbr IraIIed Type and n'ihe All Opnrata aMtI3fciorIIy Hydrants ciYos ci No Wfnr control valves Poff wide opon M Yea L7 No Control It no. elate Pn.)BOn valves Hose trlrnade of firn depart inI connocliona amd hydronin inier natbIe with f Yea D No thin of Are dopnr(ment inmering *IflITn Date tall 111 $nrvIe Remarks - Namo tif lnatalllnfi contractor 4 f , t Frzo Tr, &ii2,./ ToM, wltrea,,d by For pf5P)orly ownOr (signed) _•_ TING j Palo - For irrttnhIingcontr3ctor (lqrted) TItle Data Addl(lonl 0(plonotlon md notozi ,1i6/2Oo416:O4FAX OMWDPEATIONS FJ'O .................. . a- 101 L N N11 Municipal Water District ---. FACSIMILE TRANSMITTAL SHEET TO 177,05V1 OR #'z io'. - rç_ ,'W(1 L COMPANY; DATE: rAXNJER TOTAL NO, OF PAGES INCLUDING COVE1; 07 C 0, :3 'HONE NtJMBER SE"F-R'S REFERENCE NUMBER: . . .• URGENT 0 PLEASE COMMENT 0 PLEASE REPLY [I PLEASE RECYCLE /COMMENTS- Z/ ' i\ 7 tV' .) -. Pure fiance 1966 OLIVENHAIN ROAD ENCtNITAS CA. 92024 PHONE: (760)7344*6 AX: (760)753,+12111140 APPROVED %APPROVED AS NOTED fl NOT APP-ROVED, RESUBMIT I. CHECKING IS ONLY FOR UMFORMANCE WITH THE DESIGN CONCEPT uF THE 1 PROJECT AND COMPLiANCE WITH THE INFORMATION GiVEN IN THE CONTRACT DOCUMENTS, CONTRACTOR IS RESPONSIBLE FOR DIMENSiONS TO BE CONFIRMED L AND CORRELATED AT THE JOB SITE AND FOR COORDINATION OF THE WORK OF ALL TRAO. 1 11/6/2004 16:05 FAX 760 753 7910 EiAnos................................................ ......tI0.. OLIVENHAJN MUNICIPAL WATER DISTRICT FIRE FLOW TEST RESULTS w.O.# '1:50 .. COUNTY: CARLSBAD FIRE DPT.: FAX# ENCINATAS FIRE DPT,:FAXi RSF.FIREDPT.: ___ CITY OF SAN DIEGO FIRE OPT.: .. FAX - -- OTHER:..._FAX ..-- FLOW TEST REQUESTED BY: GA Co. PROJECT NAME: Jo CJ'J.V.1 1.7 DATE: iif,.f 0q TIME; ?IL/ 1 ADDRESS:(pe',& of/ /D q- * PRESSURE ZONE:4 7 POtENTIAL IMPACT TO ZONE:/V ( N P.R.STATIONS INVOLVED' 4. . -. RESERVOIR/ S INVOLVED. Wa4 N4 1 STATIC PRESSURE (PRIOR TO FLOW TEST): - _RSJ._ RESIDUAL PRESSURE (DURING FLOW msT)_95 p.s.i._ PIlOT RESIDUAL PRESSURE, 2.5" PORT: .. 70 PS.I CALCULATED FLOW: _i'419—. OMWD.PERSONEL CONDUCTING TEST: 1. scj. TEST RESULTS REVIEWED BY: COM04ENTS: 2 116/20 16:05 AX 760753 79 ONWD OPERATIONS FIo - F\) w . cn 0) - co CD 0 0 0 0 0 0 0 0 0 0 C) —I CD c) 0 0 0 - 0 0 vx*A FIRE PROTECTCORP. Aci iitIIalion TeL (818) 780-9080 Lie. C-16 1636584 S G&A FIRE PROTECTION CORP. 14141 COVELLO ST. UNIT #4D VAN NUYSCA 91405 818-780-9080 Job Name LOS COCHES VILLAGE PAD-2 Building Location 3247 CAMINO DE LOS COCHES, CARLSBAD CA 92009 System Contract Data File : 04083-2.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 '9 G&A FIRE PROTECTION CORP. Page LOS COCHES VILLAGE PAD-2 Date 080105 Hydraulic Design Information Sheet Name - LOS COCHES VILLAGE PAD-2 Date - 080105 Location - 3247 CAMINO DE LOS COCHES, CARLSBAD CA 92009 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - 0.2 (X) Wet Make VIKING 0 Area Per Sprinkler - 120 ( ) Dry Model M S Hose Allowance - Inside - 250 ( ) Preaction K-Factor 5.6 Calculation Flow Required - 649 Press Required - 78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) G&A FIRE PROTECTION CORP. Page 2 LOS COCHES VILLAGE PAD-2 Date 080105 City Water Supply: Cl - Static Pressure : 81 PSI C2 - Residual Pressure: 76.5 PSI C2 - Residual Flow : 1412 GPM 150 140 P 120 R 110 E 100 S 90 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 - 1200 1400 1600 1800 FLOW ( N" 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Dl - Elevation : 9.095 PSI D2 - System Flow : 399.04 GPM D2 - System Pressure : 78.235 PSI Hose (Adj City) : GPM Hose ( Demand) : 250 GPM D3 - System Demand : 649.04 GPM Safety Margin : 1.696 PSI - 130 - Cl E)2 Dl Flow Diagram G&A FIRE PROTECTION CORP. Page 3 LOS COCHES VILLAGE PAD-2 Date 080105 24 0001- EQOI 24.9 414-424-19 24.9 24.6 40 . 20 C 6 24.8 39 <- 21 1' I 30.6 24.8 38 <- 22 1 I 554 25.1 37 . 23 1 I 80.6 25.8 36 <-. 24 26 35 <- 15 1 I 48.7 26. 34 <- 16 1 I 749 26.8 33 <- 17 24.4 31 <- 32 <- 2 24.4 24 30 <- 3 I 9.2 24 , 29 <- 4 1 I 14.8 24 I 28 <- 5 C I 38.9 24. 27 <-. 6 C I 63.1 24.8 26 <- 7 -I. I 87.7 24.8 25 - 8 43.6 6 55.4 106.4 18 -p19 -p20 <-21 4-22 <-23 <-.24 4-10 1 18.6 30.6 80.6 I 101.2 I 22.6 74.9 14 <-. 15 <-. 16 <- 17 <- 11 48.7 10118 I 320.5 57.6 78.5 I 1 -18 <-14 <-13 4-12 101.2 78.5 57.6 9.2 38.9 87.7 112.3 320.5 399 399 399 I -*2 -*3 -*4 4-5 <-6 4-7 <-8 <-9 <-10<-lI <-12 <.-TOR<-BOP<-UG3<-UGZ<-.UGI<-TEST 33.2 14.8 63.1 112.3 218.7 399 399 399 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 How Diagram G&A FIRE PROTECTION CORP. Page 4 LOS COCHES VILLAGE PAD-2 Date 080105 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1-ittings summary G&A FIRE PROTECTION CORP. Page 5 LOS COCHES VILLAGE PAD-2 Date 080105 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow 0 PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve 1 90' Flow thru Tee U 45' Firelock Elbow V 90 Firelock Elbow W Wafer Check Valve X 90 Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings summary G&A FIRE PROTECTION CORP. Page 6 LOS COCHES VILLAGE PAD-2 Date 080105 Unadjusted Fittings Table 11114 11/2 2 21/2 3 31/2 4 - A 7.7 21.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 o 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5' 15.5 22.0 Z 2.0 - 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 6 8 10 12 14 16 18 20 24 27.0 10.0 1.0 47.0 14.0 7.0 3.0 5.0 10.0 25.0 36.0 9.0 12.0 A 17.0 B 9.0 C 1.0 D E 12.0 F 5.0 G 2.0 H 4.5 I 8.5 J 21.0 K L 8.0 M 10.0 N 0 P 0 R S 27.0 T 25.0 U 4.2 V 8.5 W X 21.0 Y Z 12.0 29.0 12.0 19.0 21.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 55.0 45.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 16.0 19.0 22.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 5.0 13.0 31.8 35.8 27.4 33.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 32.0 30.0 5.0 10.0 13.1 25.0 14.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Iressure I How summary - i I IkNL)AI-(L) G&A FIRE PROTECTION CORP. LOS COCHES VILLAGE PAD-2 Node Elevation K-Fact Pt Pn No. Actual - D001 24.0 5.6 18.37 na 41 24.0 K = K @ EQ01 20.06 na 42 25.5 19.92 na 40 24.0 K = K @ EQ01 1962 na 39 24.0 K = K @ EQ01 19.63 na 38 24.0 KK@EQ01 19.82 na 37 24.0 K = K @ EQ01 20.4 na 36 24.0 K = K @ EQ01 21.54 na 35 24.0 K = K @ EQ01 21.86 na 34 24.0 K = K @ EQ01 22.31 na 33 24.0 K = K@ EQ01 23.32 na 31 24.0 K = K @ EQ01 19.3 na 32 25.5 19.18 na 30 24.0 K= K@ EQ01 18.63 na 29 24.0 K= K@ EQ01 18.61 na 28 24.0 K = K @ EQ01 18.66 na 27 24.0 K= K@ EQOI 18.95 na 26 24.0 K= K@ EQ01 19.56 na 25 24.0 K= K@ EQ01 19.56 na 18 24.5 21.19 na 19 24.5 20.6 . na 20 24.5 20.46 na 21 24.5 20.47 na 22 24.5 20.68 na 23 24.5 21.28 na 24 24.5 22.48 na 14 25.5 21.73 na 15 25.5 22.33 na 16 25.5 22.8 na 17 25.5 23.86 na 1 24.5 20.85 na 13 25.5 22.33 na 2 25.5 19.42 na 3 25.5 19.03 na 4 25.5 19.01 na 5 25.5 19.06 na 6 25.5 19.37 na 7 25.5 20.09 na 8 25.5 20.18 na 9 24.5 38.48 na 10 24.5 38.64 na 11 24.5 39.19 na 12 24.5 40.31 na TOR 13.0 53.08 na BOR -3.0 64.45 na UG3 -3.0 64.72 na UG2 -3.0 80.25 na UG1 -3.0 80.44 na TEST 3.0 78.24 na Page 7 Date 080105 Flow Density Area Press Actual -. .. .. Req. 24.0 .2000 120.00 7.000 24.92 24.65 24.65 24.77 25.13 25.83 26.02 26.28 26.87 24.44 24.01 24.0 24.03 24.22 24.61 24.61 250.0 The maximum velocity is 15.37 and it occurs in the pipe between nodes 8 and 9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1-inal uaicuiations - tanaaru G&A FIRE PROTECTION CORP. Page 8 LOS COCHES VILLAGE PAD-2 Date 080105 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn D001 24.00 1.08 2E 2.305 1.000 18.367 K Factor 5.60 to 120 0.0 4.610 -0.650 EQ01 24.0 0.1583 0.0 - 5.610 0.888 Vel = 8.41 0.0 24.00 18.605 KFactor= 5.56 *P6 41 24.92 1.080 1E 2.305 0.700 20.057 K Factor@ node EQ01 to 120 0.0 2.305 -0.650 42 24.92 0.1697 0.0 3.005 0.510 Vel = 8.73 42 0.0 1.728 iT 11.29 3.290 19.917 to 120 0.0 11.290 0.433 19 24.92 0.0172 0.0 14.580 0.251 Vel = 3.41 0.0 24.92 20.601 K Factor= 5.49 40 24.65 1.080 iT 5.762 0.620 19.620 K Factor@ node EQ01 to 120 0.0 5.762 -0.217 20 24.65 0.1662 0.0 6.382 1.061 Vel = 8.63 0.0 24.65 20.464 - - K Factor= 5.45 *P12 39 24.65 1.080 1 5.762 0.620 19.629 K Factor @ node EQ01 to 120 0.0 5.762 -0.217 21 24.65 0.1664 0.0 6.382 1.062 Vel = 8.63 0.0 24.65 20.474 K Factor= 5.45 *Pi5 38 24.77 1.080 iT 5.762 0.620 19.821 K Factor @ node EQ0i to 120 0.0 5.762 -0.217 22 24.77 0.1678 0.0 6.382 1.071 Vel = 8.67 0.0 24.77 - 20.675 -K Factor= 5.45 *P1 8 37 25.13 1.080 iT 5.762 0.620 20.396 K Factor @ node EQ01 to 120 0.0 5.762 -0.217 23 25.13 0.1724 0.0 6.382 1.100 Vel = 8.80 0.0 25.13 ' 21.279 KFactor= 5.45 *P-21 36 25.83 1.080 1 5.762 0.620 21.544 K Factor @ node EQ01 to 120 0.0 5.762 -0.217 24 25.83 0.1813 0.0 6.382 1.157 Vel = 9.05 0.0 25.83 22.484 K Factor= 5.45 *P24 35 26.01 1.080 iT 5.762 0.330 21.861 K Factor @ node EQ01 to 120 0.0 5.762 -0.650 15 26.01 0.1837 0.0 6.092 1.119 Vel= 9.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rinai uaicuiauons - iariuiu G&A FIRE PROTECTION CORP. Page 9 LOS COCHES VILLAGE PAD-2 Date 080105 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf P 0.0 26.01 22.330 KFactor= 5.50 *P27 - - 34 26.28 1.080- IT 5.762 0.330 22.314 K Factor @ node EQ01 to 120 0.0 5.762 -0.650 16 26.28 0.1871 0.0 6.092 1.140 - Vel = 9.20 0.0 - 26.28 22.804 K Factor = 5.50 *P30 - 33 26.87 1.080 IT 5.762 0.330 23.321 K Factor @ node EQ01 to 120 0.0 5.762 -0.650 17 26.87 0.1950 0.0 6.092 1.188 Vel = 9.41 0.0 26.87 23.859 K Factor = 5.50 *p..33 31 24.44 1.080 1 2.305 0.950 19.299 K Factor @ node EQ01 to 120 0.0 2.305 -0.650 32 24.440.1637 0.0 3.255 0.533 Vel = 8.56 32 0.0 1.728 IT 11.29 3.290 19.182 to 120 0.0 11.290 0.0 24.44 0.0166 0.0 14.580 0.242 Vel 334 0.0 24.44 19.424 KFactor= 5.55 *P36 30 24.01 1.080 IT 5.762 0.870 18.626 K Factor @ node EQ01 to 120 0.0 5.762 -0.650 324.010.1585 0.0 6.632 1.051 VeI= 8.41 0.0 24.01 19.027 KFactor= 5.50 29 24.00 1.080 IT 5.762 0.870 18.605 K Factor @ node EQ01 to 120 0.0 5.762 -0.650 4 24.00.1583 0.0 6.632 1.050 Vel 8.41 0.0 24.00 19.005 KFactor 5.51 *P42 28 24.03 1.080 1 5.762 0.870 18.655 K Factor@ node EQ01 to 120 0.0 5.762 -0.650 5 24.03 0.1588 0.0 6.632 1.053 Vel = 8.42 0.0 24.03 19.058 KFactor= 5.50 *p.45 27 24.22 1.080 IT 5.762 0.870 18.953 K Factor @ node EQ01 to 120 0.0 5.762 -0.650 6 24.220.1610 0.0 6.632 1.068 Vel = 8.48 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1-inal uaicuiations - tanaara G&A FIRE PROTECTION CORP. Page 10 LOS COCHES VILLAGE PAD-2 Date 080105 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 24.22 19.371 KFactor 5.50 26 24.61 1.080 iT 5.762 1.330 19.564 K Factor @ node EQ01 to 120 0.0 5.762 -0.650 7 24.61 0.1658 0.0 7.092 1.176 Vel = 8.62 0.0 24.61 20.090 K Factor = 5.49 *P51 25 24.61 1.080 1 5.762 1.870 19.563 K Factor © node EQ0i to 120 0.0 5.762 -0.650 8 24.61 0.1659 0.0 7.632 1.266 Vel = 8.62 0.0 24.61 20.179 KFactor= 5.48 *p..54 18 43.57 1.728 1 11.29 1.000 21.195 to 120 0.0 11.290 0.0 19 -43.57 -0.0483 0.0 12.290 -0.594 Vel = 5.96 19 24.92 1.728 iT 11.29 2.330 20.601 to 120 0.0 11.290 0.0 20 -18.65 -0.0101 0.0 13.620 -0.137 Vel = 2.55 20 24.64 1.728 0.0 8.000 20.464 to 120 0.0 0.0 0.0 21 5.99 0.0012 0.0 8.000 0.010 Vel = 0.82 21 24.66 1.728 0.0 8.000 20.474 to 120 0.0 0.0 0.0 22 30.65 0.0251 0.0 8.000 0.201 Vel = 4.19 22 24.77 1.728 0.0 8.000 20.675 to 120 0.0 0.0 0.0 23 55.42 0.0755 0.0 8.000 0.604 Vel = 7.58 23 25.13 1.728 0.0 8.000 21.279 to 120 0.0 0.0 0.0 24 80.55 0.1506 0.0 8.000 1.205 Vel 11.02 24 25.82 1.728 2T 11.29 41.540 22.484 to 120 0.0 22.580 0.0 10 106.37 0.2520 0.0 64.120 16.160 Vel = 14.55 0.0 38.644 KFactor= 17.11 *p..57 14 22.64 1.728 21 11.29 19.330 to 120 0.0 22.580 15 22.64 0.0144 - 0.0 41.910 15 26.02 1.728 0.0 8.000 to 120 0.0 0.0 16 48.66 0.0592 0.0 8.000 16 26.28 1.728 0.0 8.000 to 120 0.0 0.0 17 74.94 0.1319 0.0 8.000 21.726 0.0 0.604 VeI 3.10 22.330 0.0 0.474 Vel = 6.66 22.804 0.0 1.055 Vel 10.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t-inal calculations - ianaara G&A FIRE PROTECTION CORP. Page 11 LOS COCHES VILLAGE PAD-2 Date 080105 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 17 26.87 1.728 to 120 11 101.81 0.2324 0.0 101.81 *P60 1 57.61 2.203 to 120 18 57.61 0.0249 18 43.57 2.203 to 120 14 101.18 0.0704 14 -22.64 2.203 to 120 13 78.54 0.0441 13 0.0 1.728 to 120 12 78.54 0.1438 2T 11.29 41.540 23.859 0.0 22.580 0.433 0.0 64.120 14.901 Vel = 13.93 39.193 KFactor= 16.26 0.0 13.750 20.853 0.0 0.0 0.0 0.0 13.750 0.342 Vel 0.0 13.700 21.195 0.0 0.0 -0.433 0.0 13.700 0.964 Vel = 8.52 0.0 13.750 21.726 0.0 0.0 0.0 0.0 13.750 0.606 Vel = 6.61 4T 11.29 76.870 22.332 0.0 45.159 0.433 0.0 122.029 17.547 Vel = 10.74 0.0 78.54 40.312 KFactor= 12.37 *P63 1 -57.61 1.728 iT 11.29 1.000 20.853 to 120 0.0 11.290 -0.433 2 -57.61 -0.0810 0.0 12.290 -0.996 Vel = 7.88 2 24.44 1.728 1 11.29 2.330 19.424 to 120 0.0 11.290 0.0 3 -33.17 -0.0291 0.0 13.620 -0.397 Vel = 4.54 3 24.01 1.728 0.0 8.000 19.027 to 120 0.0 0.0 0.0 4 -9.16 -0.0028 0.0 8.000 -0.022 Vel = 1.25 4 24.00 1.728 0.0 8.000 19.005 to 120 0.0 0.0 0.0 5 14.84 0.0066 0.0 8.000 0.053 Vel = 2.03 - 5 24.04 1.728 0.0 8.000 19.058 to 120 0.0 0.0 0.0 6 38.88 0.0391 0.0 8.000 0.313 Vel = 5.32 6 24.22 1.728 0.0 7.500 19.371 to 120 0.0 0.0 0.0 7 63.1 0.0959 0.0 7.500 0.719 VeI= 8.63 7 24.61 1.728 0.0 0.500 20.090 to 120 0.0 0.0 0.0 8 87.71 0.1780 0.0 0.500 0.089 Vel = 12.00 8 24.61 1.728 21 11.29 41.540 20.179 to 120 0.0 22.580 0.433 9 112.32 0.2787 - 0.0 64.120 17.871 Vel = 15.37 9 0.0 3.314 0.0 13.750 38.483 to 120 0.0 0.0 0.0 10 112.32 0.0117 0.0 13.750 0.161 Vel= 4.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Ualculatlons - tanaara G&A FIRE PROTECTION CORP. Page 12 LOS COCHES VILLAGE PAD-2 Date 080105 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. loci.or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 10 3.314 0.0 13.700 38.644 106.37 to 120 0.0 0.0 0.0 11 218.69 0.0401 0.0 13.700 0.549 Vel = 8.13 11 101.81 3.314 0.0 13.750 39.193 to 120 0.0 0.0 0.0 12 320.5 0.0814 0.0 13.750 1.119 Vel = 11.92 12 78.54 3.314 3E 10.191 33.290 40.312 to 120 0.0 30.574 4.981 TOR 399.04 0.1220 0.0 63.864 7.792 Vel = 14.84 TOR 0.0 3.314 1E 10.191 16.000 53.085 to 120 1Z 10.191 20.382 6.930 BOR 399.04 0.1220 0.0 36.382 4.439 Vel = 14.84 BOR 0.0 6.134 1E 22.353 42.580 64.454 to 150 0.0 22.352 0.0 UG3 399.04 0.0040 0.0 64.932 0.261 Vel = 4.33 UG3 0.0 6.134 5E 22.353 21.830 64.715 to 150 0.0 111.761 15.000 * Fixed Ioss= 15 UG2 399.04 0.0040 0.0 133.591 0.538 Vel = 4.33 UG2 0.0 6.134 1E 22.353 25.000 80.253 to 150 0.0 22.352 0.0 UG1 399.04 0.0040 0.0 47.352 0.191 Vel = 4.33 UG1 0.0 8.044 iT 52.031 251.160 80.444 to 150 1G 5.946 111.491 -2.599 TEST 399.04 0.0011 2E 26.759 362.651 0.390 Vel = 2.52 250.00 Qa = 250.00 649.04 78.235 K Factor 73.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MutoveaKlng summary G&A FIRE PROTECTION CORP. Page 13 LOS COCHES VILLAGE PAD-2 Date 080105 - Auto Peaking Summary - List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 17 11 41.540 14 15 19.330 24 10 41.540 19 20 2.330 8 9 41.540 2 3 2.330 17 11 41.540 14 -15 19.330 24 10 41.540 19 20 2.330 8 9 41.540 2 3 2.330 Flow Pressure Pressure Required Required Differential Left 8.000 I 649.82 76.791 -1.444 Area Calculated I 649.04 78.235 0.000 Typical Distance Between Heads = 8.000 Typical Distance Between Heads = 29 Typical Distance Between Heads = 29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pipe Line ç— Relief Valve Seat Center Relief Valve Piston I 1 O1L1 Relief Valve 31 Piston Assembly Wiper Seal Relief Valve Bottom Plug Body Flange Spring Assembly IMPORTANT. INQUIRE WITH GO VERNINGAUTHORI TIES FOR LOCAL INS TALLA11ON REQUIREMENTS Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. W WATrS® REGULATOR Out In ES-9O9RPDA Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 909 RPDA Reduced Pressure Detector Assemblies Sizes: 21/211 -10' (65 - 250mm) Series 909RPDA Reduced Pressure Detector Assemblies are used in health hazard applications and are designed exclusively for use in accordance with water utility authority containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water line. Benefits: Detects leaks . . . with emphasis on the cost of unaccountable water; incorporates a meter which allow the water utility to: detect leaks that histocally create great annual cost due to waste provide a detection point for unauthorized use. It can help locate illegal taps Modular check design concept facilitates maintenance and assembly access. All sizes are standardly equipped with AW1IVA epoxy coated, UL/FM listed OSY resilient seated gate valves, CFM (cubic feet per minute) or GPM (gallon per minute) meter and ball type test cocks. A pressure differential relief valve is located in a zone between the check valves. Modular Design Features a modular design concept which facilitates maintenance and assembly access. All sizes are standardly equipped with gate valves and ball type test cocks. Features 11 9O9RPDAOSV How it operates The unique relief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, as in the accompanying air- in/water-out diagram, the right-hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The channel on the left then drains the zone to atmosphere. Therefore, if both check valves foul, and simultaneous negative supply and positive backpressure develops, the relief valve uses the air-in/water-out principle to stop potential backflow. First Check Assembly Second Check \ssembly Body construction fused epoxy coated cast iron Replaceable bronze seats Maximum flow at low pressure drop Compact for economy combined with performance Design simplicity for easy maintenance Furnished with 5A" x 3/4" (16 x 19mm) meter Air-in/Water-out relief valve design provides maximum capacity during emergency conditions. No special tools required Specifications A Reduced Pressure Detector Assembly shall be installed on fire protection systems when connected to a public water supply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed and FM approved OSY shutoff valves. Including an auxiliary line consisting of an approved backflow, preventer and water meter. The assembly shall meet the requirements of AW\NA C511 -92; ASSE 1047; UL Classified File No. EX3185; CSA B64 and USC Manual 8th. Edition. Assembly shall be a Watts Regulator Company Series 909RPDA. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Models Suffix: OSY - ULJFM outside stem and yoke resilient seated gate valves CFM - cubic feet per minute meter GPM - gallons per minute meter LF - less shutoff valves Materials Discs: Rubber Body: Epoxy coated cast iron Seat and Disc Holder: Bronze Tnm: Stainless steel Test Cocks: Bronze Pressure - Temperature Temperature Range: 33°F - 140°F (5°C - 60°C) continuous Maximum Working Pressure: 1 75psi (12.06 bar) Standards AWWA C511-92; CSAB64 USC Manual for Cross-connection Control, 8th Edition Approvals ®cLus <JFSM~> Approved 1047 Approved by the foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Series 909AG AIR GAPS When installing a drain line, use Series 909 air gaps on Model 909 backflow preventers. Dimensions - Weights NOTE: Piping for 3' 909 will start from #1 gate valve and connect at #2 check valve. Iron Ordering Series/Sizes Dimensions Weight Body Code A B C Model in. mm in. mm In. mm lbs kgs 909A6-F 0881378 11/4" -3009/909 11/4" -2009 Ml 415" 111 6% 171 2 51 3.25 1.47 2' 009_M2 I 909A0-K 0881385 4' -6909 6% 162 9% 244 3 76 6.25 2.83 8'-10909M1 909AG-M 0881387 8" -10" 909 73/a 187 11¼ 286 4 102 115.50 7.03 C (Open) 1.1t1LlI DIMENSIONS WEIGHT in. mm A in. mm in. C nim in. 0 mm in. Dl mm E. El in. mm G in. mm in. L mm in. R mm T in. mm Ti in. mm lbs. kgs. 21/2.65 421A 1070 16% 416 51/4 133 4¼ 114 12 305 7 178 261/a 664 14 356 9 229 7/ 194 230 104 380 421/B 1070 137,4 479 51/4133 4¼ 114 12 305 7 178 261/a 664 14 356 9 229 75/8 194 230 104 4100 551,4 1400 22% 578 6152 5¼ 149 17 432 91/2 241 37 940 15 381 13% 346 113/4 299 470 213 6150 65½ 1664 301A 765 6152 6 152 20/4 527 14½ 368 441/2 1130 16 406 135/8 346 113/4 299 798 362 8200 781/z 1994 37% 959 93/4 248 8% 219 26 660 181/2 470 55¼ 1403 17 432 181/2 470 163/h 416 1 1456 660 10 250 93% 2378 453/4 1162 9% 248 8% 219 32 813 211/2 546 671/2 1715 18 457 181/2 00 1 163/8 416 12230 1012 Capacity *Typical maximum flow rate (7.5 feet/sec.) **UL rated flow .. 2W1 (65mm kPa psi * ** 207 30 - 172 25 - - 138 20 - - 103 15 - 69 10 - - 35 5 - - 0 0-- - - 0 20 40 60 80 100 120 140 160 180 200 220 240gpm AP 0 76 152 228 304 380 456 532 608 684 760 836 912 1pm 6 7.5 10 15 fps 1.8 2.3 3.0 4.6 nips 4" (100mm 4' ------ ---- -- Its. ------ ---- -- I ---- - ,--- -- I& ---- -- iv ------ ---- -- 0 50 100 150 200 250 300 350 400 450 500 550 600gpm P 0 190 380 50 760 950 1140 1330 1520 1710 19002090 2280 IPM 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 8" (200mm) kPa PSI 207 30 172 25 138 20 103 15 69 10 35 5 00 0 200 400 600 800 1000 1200 1400 1600 18002000 gpm AP 0 760 1520 2280 3040 3800 4560 5320 6080 68407600 1pm 5 7.5 10 fps 1.5 2.3 3.0 mps 3" (80mm) kPa psi !lI1 • uu 141 •I iv 0 30 60 90 120 150 180 210 240 270 300 330 360gpm P 0 114 228 342 456 570 684 798 912 1026 1140 125413681pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 6" (150mm) kPa psi 20730 1722 ----- 1382C----- 103 15 69 10 35 5 0 200 400 600 800 1000 1200 1400 1600 gpm AP 0 700 1520 2280 3040 3800 4560 5320 6080 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 10" (250mm) * ** !69 !4HH44 35 10 5 AP 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000gpm 0 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 10450 11409 1pm 6 7.5 10 fps 1.8 2.3 3.0 mps 3 -A.. May 14, 2004 Sprinkler 51 a PRODUCT NAME Viking Microfast® and MicrofastHP® Model M Quick Response Upright and Conventional Sprinklers MANUFACTURER The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058 U.S.A. Telephone: (269) 945-9501 (877) 384-5464 Fax: (269) 945-9599 e-mail: techsvcsvikingcorp.com PRODUCT DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Upright and Conven- tional (Old Style) Sprinklers are small thermosensitive spray sprinklers equipped with a 3 mm glass bulb. Viking Microfast® and MicrofastHP® Quick Response Upright and Conven- tional Sprinklers are available with sev- eral finishes, temperature ratings, and orifice sizes to meet design require- ments. The special Polyester and Tef- lon® coating can be used in decorative applications where colors are desired. In addition, the Polyester and Teflon® coatings are corrosion resistant, provid- ing protection against many corrosive environments. The pip cap and sealing assembly of the sprinkler is held in place by a 3 m glass bulb. During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat-sensitive liquid in the glass bulb ex- pands, causing the bulb to shatter, re- I.,,. 9 '-H Conventional Upright leasing the pip-cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler de- flector, forming a uniform spray pattern to extinguish or control the fire. TECHNICAL DATA LISTINGS AND APPROVALS Referto the Approval Chart on page 51 b. Glass-bulb fluid temperature rated to -65 "F (-55 °C). Minimum Operating Pressure: 7 psi (48,3 kPa). RATED WATER WORKING PRESSURE Sprinklers VK315 and VK340 are rated for use with water working pressures ranging from the mini- mum 7 psi (48,3 kPa) up to 250 psi (1 724 kPa) for high-pressure sys- tems. High-pressure (HP) sprin- klers can be identified by locating the number "250" on the deflector. All Other Sprinklers: Maximum 175 psi (1 207 kPa) wwp. Factory tested hydrostatically to 500 psi (3 448 kPa). Spring: U.S.A. Patent No. 4,167,974 Bulb: U.S.A. Patent No. 4,796,710 Testing: U.S.A. Patent No. 4,831,870 SPRINKLER MATERIALS Frame: Brass Castings UNS-C84400 Deflector: Copper UNS-C19500 for Sprinkler Base Part Nos. 06661B, 06665B, 06764B, 07060, and 12281. Brass UNS-C26000 for all other Part Nos. Bushing (for Sprinkler Base Part Nos. 06719B, 06717B, and 12286): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Sprinklers with Teflon® Coating Belleville Spring: Nickel Alloy, exposed Screw: Nickel plated Pip Cap: Teflon® Coated Sprinklers with Polyester Coating Belleville Spring Sealing Assembly: Exposed AVAILABLE FINISHES Brass, ChromeEnloy® (patents pend- ing), White Polyester (White Poly finish for Part Nos. 06661 B, 06665B, 06764B, 07060, and 12281), Black Polyester (Black Poly finish for Part No. 06661 B), and Black Teflon® ACCESSORIES Sprinkler Cabinets: Six-head capacity: Part No. 01724A Twelve-head capacity: Part No. 01725A Available since 1971. Sprinkler Wrenches: Standard Sprinkler Wrench: Part No. 10896W/B (available since 2000) or 05000CW/B (no longer available). Wrench for coated and recessed sprinklers: Part No. 07398W* * A 1A" ratchet is required (not available from Viking). Refer to the "SPRINKLER ACCES- SORIES" section of the Viking Engi- neering andDesign Data book. Sprinkler Temperature Nominal Sprinkler Temperature Max. Ambient Bulb _!!cation Rating (Fusing Point) Ceiling Temp.1 Color2 Ordinary 155 "F (68 "C) 100°F (38 "C) Red Intermediate 175 °F (79 "C) 150 "FJ65 "CL Yellow Intermediate 200 -F 150 "F (65 "C) -Green High 286°F (141 "C) 225 "F (107 "C) Blue Sprinkler Finishes: Brass, Chrome-Enloy® (patents pending), White Polyester (White Poly finish for Part Nos. 06661 B, 06665B, 06764B, 07060, and 12281), Black Polyester (Black Poly finish for Part No. 06661 B), and Black Teflon® Corrosion-Resistant Coatings3: White Polyester (White Poly finish for Part Nos. 06661 B, 06665B, 06764B, 07060, and 12281), Black Polyester (Black Poly finish for Part No. 06661 B), and Black Teflon® Footnotes 1 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 2 The temperature rating is stamped on the deflector. 3 The corrosion-resistant coatings have passed standard corrosion tests required by particu- lar approving agencies. Refer to the approval chart on page 51 b. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. The coatings indicated are applied to the exposed exterior surfaces only. NOTE: The spring is exposed on sprinklers with Polyester Finishes and Teflon® coating. Table I Note: Units of measure in parentheses Replaces page 51 a-b, dated February 27, 2004 (Sprinkler 06931 B is now VK327). may be approximations. Refer to technical data page QRI-2 for general care, installation, and mainte- Form No. F_080488 nance information. Sprinkler 51 b May 14, 2004 Approval Chart [.__ Temperature KEY —~ Finish Microfast® and MicrofastHP®Qulck Response Xti Escutcheon (if applicable) Upright and Conventional Sprinklers Maximum 175 PSI WWP Standard Orifice Max. Nominal Overall 2 Thread Size Sprinkler Description Listings and Approvals Pressure K-factor Len th NPT BSP PSIG Sprinkler Base Part No.1 SIN U.S. metric9 Inches mm cULus6 FM8 NYC ° VdS LPCB CE3 W' 15 MM 175 Upright 06661B VK300 5.6 8,1 2-3/16 56 A6 A7 A6 - -- -- -- 15 mm 175 Upright 07060 VK345 5.6 8,1 2-3/16 56 - A3 - 81 A7 A7 4" 15 MM 175 Conventional 06766B VK310 5.6 8,1 2-3/16 56 A5 - A5 - A5 A5 Large Orifice 3/4" 20 mm 175 Upright 06665B VK350 8.0 1 11,5 2-5/16 59 A4 A3 A4 131 - -- W' 20 mm 175 Upright 06764B VK350 8.0 1 11,5 2-5/16 59 A4 - A4 - - -- 3/4" 20 mm 175 Conventional 067688 VK354 8.0 11,5 2-5/16 59 A5 - A5 - - -- Small Orifice5 _______ W' 15 mm 175 Upright5 06717B VK325 28 4,0 2-3/16 56 A2 Al A2 - - -- W' 15 mm 175 Upright4 06719B VK327 4.2 6,0 2-3/16 56 A2 - A2 - - -- - 10mm 175 Upright 06931B VK327 4.2 6,0 2-3/16 56 - - - 81 - -- Maximum 250 PSI WWP Standard Orifice Max. Nominal Overall Thread Size Sprinkler Description Listings and Approvals2 __________- Pressure K-factor Length — PSIG Style Base Part No.' I SIN U.S. I metric9- ,4 '/2" 15 mm_ 250 Upright T 12281 VK315 5.6 8,1 2-3/16 56 A2 - A2 -- ______________________________________________ Small Orifice5 1/z 15 mm I 250 1 Upright' 1 12286 1,VK3401 2.8 1 4,0 2-3/16 J 56 1 A2 - I A2 -- I Approved Finishes 1 - Brass and Chrome Enloy® Approved Temperature Ratings 2- Brass, Chrome-Enloy®, White Polyester7, Black Po,ester7, and Black Teflon®7 3-Brass, Chrome-Enloy®, and White Poly Finish °F °C' A 155 68 C 175 F 79 C' 200 F '93 d ' 4-Brass, Chrome-Enloy®, White Poly Finish7, Black Polyester7, and Black Teflon87 286 F 141 C 5 - Brass, Chrome- Enloy®, White Polyester7, and Black Polyester7 "c B - 155 ¶'68 6- Brass, Chrome-Enloy®, White Poly Finish7, Black Poly Finish7, and Black Teflon07 7 - Brass, Chrome-Enloy®, White Poly Finish, and Black Poly Finish Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001. ' The sprinkler orifice is bushed. Listings and Approvals are limited to Light-Hazard occupancies with hydraulically calculated wet systems only. 6 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. cULus Listed and NYC Approved as corrosion-resistant. 8 FM Approved for use in wet pipe sprinkler systems (or preaction systems qualifying as wet systems) for protection of occupancies described in the Factory Mutual Global Loss Prevention Data Sheets and Technical Advisory Bulletins. 9 Metric K-Factor shown is for use when pressure is measured in kPa. When pressure is measured in BAR, multiply the metric K-Factor shown by 10.0. "Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA. 11Accepted for use, City of New York Department of Buildings, MEA 89-92-E, Vol. 16. Replaces page 51 a-b, dated February 27, 2004 (Sprinkler 06931 B is now VK327). Refer to Form No. F_080488 technical data page QR1 -2 for general care, installation, and maintenance information.