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I ~ I ~ f~ II) 0 .M . . . , CITY or PRIOR LAD. 8UlLDING P&IlMIT, TEMPORARY CERTIPICATEOI' ZONING COMPLIANCE AND UTILITY CONNICTION PERMIT Date R.ec'. I-I - D". I. While FiI. 2. PiK City 3. Vellow AppIaM [~~~;.~;~;~ IW: Aw SE- LEGAL DESCRIPTION (oftice use only) LOT~LOCK z.. ADDmON ~ .AlIU,IA.Af,T "'IJDAJ.. I OWNER ::l KtYSfn", ~ 1"~""""..4."" ~ B1JILDBR (Name)S,'~,o (~ - br..~", " (Contact Name) -:::pt 8~ Jf,\; II t r (Add!ess) 1.# PID a (phone) (phone) 1'~ ~~l ~~ (Phone) .~Ga'" ~..!U 0 .. TYPE OF WORK . New Construction OLower Level Finish ODeck o Fireplace o Misc. OPOId1 [JAddition O~ OUdlity CoDDeC1ioD ORe-RoofiDI OAlteration IiIDcl) S PROJECT COSTIVALUE ( I hereby certify that I have furnisbed information on this application wbid1 is to tile belt of lilY IalowIedF true aad..c:onect. 1_ ~1Iaat I.am tile 0WDer or audlorized qmt for the above-me:ationed property an4 dlat aI c:onstnJdion wiD coalbna to aD.~ state aad Ioc:a1 ...... _Will JlftlClIlId jj ac:coatuIcr with subatitIecl plans.. I am aware that Ihe building ofticial can !'eWe this permit for just cause. PurIher1Dore, I hereby ape _tile city ... . a ...... may eater.~ :; ... .lor _-- C.q/S. I.JO-Q~ ~. Cor.1trIctor'IUceueNo. bate Permit Valuation Petmit Fee Plan Check.F,e StateSurcharge Penalty Plumbing Pennit Fee Mechanical Pennit Fee Sewer & Water Pennit Fee Gas Fireplace Pennit Fee $ $ $ $ $ $ $ $ ~ ..... Y__......Wbm_ I.~~-o~ Official Date Park Support Fee SAC '# '# Water Meter Size 5/8"; 1"; PressUN Reducer Sewer/Water Connection F Water Tower Fee Builder's Deposit # # This is toCleltify that the request in the ~ appIicatioIl md Il:COIIIPIIIYiD ............,... illn.aeear'l!I" _dleCit)' Zaailta 0rdIDatIce -11II)'............... ....... when slped by the City PIamler ~ llempcll'll) CertIflcateol ZoaiDI ~..4 aIIDIiIJ~ to "'_..,'....'<<. Befbre oc:aIJ*CY, a CeItiIII* ~1IIIIIt be issued. P1annq Director ))lie 14 he.r notice fer a8 iDspedioIls ~ SpeciIIl Coftdltions, if lilY fa:l(9S2) 447-4 FIRE8PPfM(\._._... av..... I NII'I'''A.~311.1II.1. PflOCIr)fJRE j uPON COMPLeTION OF WORK. INSPECTION AND TESTS SHOULD BE MADE BY ~Ri fIti/iNs&NrATIW AND wrrNESSED BY AN OWNERS REME8ENTATIVE. ALL DEFECTS SHOULD BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CON't'AACTOR'8 PER8Of<<oEL FINALL. Y LeAVE THE JOB. f'ftCll'eRlY NAMe: Key8tone of PlIor Lake ~TE: 8-14-03 : 4UI Park NIooIIet Ave. &E. AOCIPTED IV AUTHOIVTY ('8) IWES: CltyofPrtorL.a.. PLANS 1UOO ......CN,k AYe. S.IE. MTALLA PI.AN8 VEIl ~J NO LJ II!QUIPMeNT UlIeD ISAI'l'ROIIEO TU I!cJ NO LJ IF NO. EXPI.AJN IN A810 L VALVES AND CARE OF THIS NEW EClt/UlMEN1 VEIl [) NO 0 IF NO, EXPlAIN INSTRUCTIONS LOCA_JiWl TESTS ~ HVDRnRTATlC TEATR OF All PlPlNA PNIEl.....T1C TEAT OF All DAy....." REQUIRED EOUlPUI!NT OPERATION TESTS oF AU. eOUlPMENT MAKE MODEL SIZE QUANTI1"( ~ SPRINKlERS Ctnlrtl TY-liI 112" 211 OR SPRAY NOZZLES PIPE AND MATERIAl. AND KINO CONFORMS TO NFPA1S -1_ STANDt.AO I.!!...J FITTINGS IF NONE, EXPLAIN ALARM VALVE E TO TEST PIPE OR FLOW TYPE MAKE MODEL .. INDICATOR PIl It8r VIne VSF-R G TEST Rl8UL T8 TRIP TIMEWATER SERIAl. TIME TO TRtP THROUGH TEST PIPE WATER AIR POINT REAC_ TEST ALARM OPERATED MAKE MODEL PRESS. PRESS. AIR PROPERlY DRY PIPE NUMBER WITHOUT Q.O.D. WITH Q.O.D. PREas. OUTLET VALVES MIN. I SEL. MIN. I SEC. PJS.I. P.8.1. P.S.I. MIN. I . YES I NO I I ~] I OPERATION: PNEUMATIC U t:UlCTl'IlC ..J HVDRAUUC U PIPING SUPllMSED: YES U NOLJ MEOlA SUPERVISED: YEa.... ,NCJ DOES VALve OPERATE MOM THE MANUAl. TRIP ATIONS: YES NO DELUGE AND FAClLIlY IN yea .... NO PREACTION IF NO, EXPLAIN VALVES 0ClII81ACH CIN::UT 0ClII81W:H QRCIJlT MAKE MODEL OPEIIlATE~ OPERATE VALlIE MAXMJM.,. TO OPERATE ReLEASe ~~ RELEA8E YtiB . NO YES I NO I I I I I I I I I I AU. PlPtNG HYDROSTATlCAl.L Y TESTED AT IDSl FOR HOUIIJ8 DR\' PIPE PNEUMATICALLY TESTED YES D NOD EQUIPMENT OPERATED PROPERLY YES D NOD TESTS .. NO. STATE ReASON I ItlIWN TEST: RSADlHG OF GAGe Loc:ATI!D NEAR WATM lAJ.....Y TeST I'lPE: RI!IllOUAL. PRE88URE \MTH VALVE IN TEST PIPE dllEN WIDE: lr1""TlC~: 9:I. ..... I ,& UI ..1Plll 8t.AM( I~UIID I~"'" TE811NG RSMARKS DATE LEFT IN S&fMCE WITH AU. CONTROl. __OPEN. HAIlE OF SPRlNKLEIl cotn'IlAClOIl ~.lJt CM1iIIR~ r SIGNATURES ........ 'D'COJNT'L 1'ClA~.~ ~. - . .1.-. B tI'!!IIIJ...-L / '/. ~:. 9. ""__ If. OI17"'~ r '" , I , i I . , " " FIRE 8P~WA......y IV'" ,.,. -Aft ..... PROC8MRI UPON COUPLeT\ON OF WORK. INSPECTION AND TESTS8HOULD BE aMDE BY ~ ......,.ATIVE AND WITNESSED IV AN OWNERS REPMSlNTATIVE. ALL DEFECTS SHOULD BE CORRECTED AND SYSTEM LEFT.... SERVICE .FORE CON1RACTOR'$tllfIMONNEL. flJNALLY LElAVE THE JOB. : KeptoIw of Prior Lake D#.TE: 8-14-03 . ..... Park NtoOIIet A.ve. &E. ......-.- ...O.T Al.ITHORITY ('8) NAMES: City of Prior LaM 1toDDRlSS: PLANS 1GOO III" creek A.ve. 8.E. INtTAl,.I..t; P\.ANS YES [x] NO [J EQUtPMINT USED IS AJI'I'ROWO YES LxJ Nb [J .. NO. EXPLAIN IN N VALVES NIIOCARE OF THIS NEW EQl.lIIiMENT VEl riJ NO 0 IF NO, EXPLAIN INSTRUCTIONS ~ 1- LOCATION TESTS ~ HVDROATATIC mm OF AlL PIPINR REQUIRED PNBIUATIC TEAT OF ALL DRY PlIIlNA EOUIPMENT QPEJtATION TESTS OF ALL EOUIPWENT MAKE MGDEL SIZE QUANTITY ~ SPRINKLERS II TY-B 112" I OR SPRAY CC1 311I" NOZZLES Lf-II 7/1.- 155 PIPE AND ~TERIALANOKlNDCONFORMSro N ~A1a.1_STAllDARO ru FITTINGS IF NONE, EXPLAIN ALARM VALVE AU.Ii" rv:vN".I= TO .BST PIPE OR FLOW TYPE UAlcI; I unr>>;L SElC. INDICATOR Potter '111- I VItF-R ~ .Y OPEMT1NC3 TEST RElULTS TRIP TIME TO TRIP THROUGH TEST PIPE WATER AIR POINT TIME WATER ALARM OPERATED MAKE MODEL SERIAL PRESS. PRESS. AIR REACHED TEST PROPERLY DRY PIPE NUMBER WITHOUT Q.O,O. W1THQ.O.O. PRESS. OUTLET VALVES U1N; I S!;C. MIN. I g;c. p.s.1. P.S.1. P.$./. U1N, I SEC. YES 1 NO I I I T jOPEAATION: PNEUMATIC 0 ILEC11'C U U PIPING SUPERVISl!o: VElD NOD DIlECT1NG IIIIl:M SUPE1MSEO: VEl NO DOES VALve OPERATE FROM THE MANUAL 'l'RIP ITA11Clta: VIS NO DELUGE AND IS THERE AN FAClUTY/N EACH ,........., VEl NO PREACnoN IF NO. EXPLAIN VALVES llOIES EACH CIRC\AT DOeS EACH CIRCUIT MAKE MODEL OPeRAtE 8UPIfMSlON OPIRAlEVALve IWOMUM TIME TO OPERATE RELEASE LOIISALMM M1.IASl VU I lID YES 'I NO I I I I T T -, I I 1 ALL PIPING HVDRClITATlCALLY TESTED AT PSI FOR HOURS DRY PIPl PNEUMATICALLY TESTED YES 0 NOD mutPMEMT 0PERA1ID PROPERLY YES 0 NOD TESTS IF NO. STATE REASON DRAIN lIST: READING OF GAGE LOC.\TEDNEAR WAlIR SUPPlY'" RIIlDt.W....... WI1'HVALve/N T!S'f"'-~ ' ITATIC' ILIIiK NUIIIlIIf U8EO TESTtNG REMMKS DATE L&fT IN WITH AU. QON'I1ItOl. VALVI!S-OPIJl NAMEOFSPRINICUI.~ " I'ITI.E SIGNATURES .... ~.{J' .. FOR $PMIICLER /1 ~ lIIiir' -.;.- .CI. Pf,t/()!1 . . I " /' , ,. Ii ~':;< FIRE SPRINKLER WM'I!R SJlRAV 8Y8TE118 PART -CA-' ...... PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHOULD BE MADE BY CONTRACTOR'S A!PRESENTATIVE AND WITNESSED BY AN OWNERS REPRESENTATIVE. ALL DEFECTS SHOULD BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S PERSONNEL FlNALL Y LEAVE THE JOB. PROPERTY NAME: Keyatone of Prior Lake OiI.TE: 8-14-03 PROPERTY ADDRESS: 4885 Park NIcoIIet Ave. $E. '0,;" ......,/ ~... ACCEPTeD BY INSPECTICllN AU1llORITY ('8) NAMES: City of PrIor Lake AODRSSS: PLANS 16200 Eagle C....k Ave. S.E. INSTAlJ.ATlON CONFCII'Ul TO ACCEPTED PLANS vas~J NOLJ EQUIPMENT USED IS D 'I'ES(!] NOU IFNO.~ HAS PERSON IN CHAAOe OF FIRE ealJlPWEHT BEEN ASTO~ '*iO VALVES AND CARE OF THIS IfeW EClUlPfoENT Yl!81!J IFNO.~ INSTRUCTIONS - Ra WA rER SPRAY LOCATION TESTS ~ HVDRnSTATIC TESTS OF ALL PIPING PNEUMATIC TEST OF AlL DRV PIPING REQUIRED EotllPMENT OPERATION TESTS OF ALL EOlllPMENT MAKE MODEL SIZE QUANTITY fI!t= SPRINKLERS Centr81 TY-B 112" 175 OR SPRAY . C8ntr81 cc1 318" -~"5 NOZZLES CenttlII LF-II 7/16" 618 155 PIPE AND MATERIAL AND KIND CONFORMS TONFPA13 -1_ STANDARD I!..J FITTINGS IF NONE, ~ ALARMVAlVE ALARM DEVICE I TlMliTO ACTIVIIlIIr T PIPE OR FLOW TYPE MAKE I MODEl SEC. INDICATOR Potter Vane I VSF-R "":l'" OPERATING TEST RESUlTS TRIP TIME TO TRIP THROUGH TEST APE WATER AtR POINT TIME WATER ALARM OPERATED MAKE MODEl SERIAL PRESS. PRESS. AtR REACHED TEST PROPERLY DRY PIPE NUMBER WrTHOUT a.O.D. WITH Q.O.D. PRESS. OUTlET VAlVES MIN. I SRC. MIN. I aI;C. P.S.I. P.R." P...!. MIN. I m;c. YES I NO I 1 , OPl!RATION: PNEUMATIC D .J HYDRAUUC l.J PUlING SUPERVISED: vas[J NOLJ SUPlRVlSED: YI!8 .'. NO DOES VALVE OPERATE I'ROMTHE MANUAL TRIP AND'CR REMOTE CON1'ROL STATIONlJ: vas NO DElUGE AND IS THERE AN ACCESSAILE FACILITY INI:ACH CIRCUIT FOR Tl!STlNG? YES NO PREACTION IFNO,~ VAlVES DOlI8I!illCH~ OOIIa..,.QlIlICUIT MAKE MODEL 0flEMTl! QIIIEIlVoTl VALVE ...... 'TM1O OPERATE RELEASE L.08lJ~ ..... YES I NO m I NO I I I I I I I I I I ALL PIPING H'fOROSTATlCALL Y TESTED AT PSI FOR HOURS DRY PIPE PNEUMATICALLY TESTED YES 0 NOD EQUIPMENT OPERATEDPROPERL Y YES 0 NOD TESTS IF NO. STATE REASON 0fWN TEST: 1IlEADlNG OF GAGE LOC:A1ID NfM WAlIRSUIf'I.Y lDfPN: ~ ,,*.~ WftIHv.........1II8T.....,....,.. STATIC PN!8SURE: .-:r;aa- BLAN< NlMIER USED TESTING REMARKS DATE LEFT IN SERYICE.WITH AU. CONntOL VALVUOPEH. NAMEOF~~ ~.... flOR 0WJiI!R (8IGIIIED) 1TTLE SIGNATURES .....~1H1"L FORSPRNG.ER~ dJil-* .~ Hi\""lO _v~ ~TJ~ -w~A~ 'V , , FIRE 8PRINKLER WATeR..... SYeTEfIS PART -A-CJllllRAL PROCEDURE UPON COMPlETION OF WORK. INSPECTION AND TESTS SHOULD BE MADE BY CONTRACTOR'S REPAlSENTATIVE AND WITNESSED BY AN OWNERS REPRESlNTATlVE. AU. DEFECTS SHOULD BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S PEfiI80NNEL FINALLY LEAVE THE JOe. PROPERTV NAME: Keystone of Prior LaM DATE: 8-14-03 c.....-~' ADDRESS: 4185 Park NIcoIIet Ave. SE. ACCEPTED BY INSPECTIOHAUTHORITY ('S) NAMES: City of Prior Lake ADORI!SS: 11200 Eagle CI'Hk Ave. S.E. PLANS INSTAt.LATlON CONfORMS TO ACCEPTED Pl.ANS YES ILl NO [] EQUIPMENT US!tlIS APPROVED YUILl NOLJ IF NO. EXPLAIN HAS PERSON IN CHARGE OF FIRE ~ BEEN INSTRUCV TO LOCATlON OF CONTlIl9:. VALVES AND CARE OF THIS NEW EQUIPMENT YES NO 0 IF NO. EXPLAIN INSTRUCTIONS PART "C" - & WATERIPRAY M!:NE our SEPARATE PART "C. FOR EACH RI8ER\ -~: LOCATION TESTS ~ HVI'lROIIlTAnr. ,""ATA ('F AI I ~ PNFI IMATIC: ,""RT ('F .. I I1ItV PIPINr.l REQUIRED FOIIIPMf:NT t'lPPRATItlN TFRTR ('F AI f FOl.....N1 MAKE MOD&L SIZE QUANTITY "TINn SPRINKLERS CenIraI TY-8 112" 823 212 OR SPRAY CenlIwl 08-1 112" 38 155 NOZZLES PIPE AND MATERIAL ANO KIND CONFORMS TO NFPAt3 -1_ STANDARD I!J FITTINGS IF NONe. EXPLAIN ALARM VALVE ALUIU.DIMCE MAXIMUM TIME TO ACTIVATE THROUGH TIlT PIPE OR ROW TYPE MAKE f ~l MINIMUM m:C. INDICATOR Potter Vane I VSF-R OPERATING TEST RESULTS TRIP TIME TO TRIP THROUGH TEST PIPE WATER AIR POINT TIME WATER ALARM OPERATED SERIAL REACHED TEST DRY PIPE MAKE MODEL NUMBER PRESS. PRESS. AIR OURET PROPERlY VALVES WITHOUT Q.O.D. WITH Q.O.D. PRESS. -'-- 'RI I P.S.I. MIN. TlU:C:. YES I NO fIINEI.lW.TIC L J I ./ r"C'" ~f'j I Y'C .oX I nr '20 C'"~ A OPeRATION: J HYDRAUUC LJ PIPING SUPERVISED: 'tIeSLJ NOLJ IJ)aTECT1fIG MEDIA $tJPERVISED: YES NO DOES VALVE OPEfllATE I'RClM THE MANUAL TRIP ANDiOR IIlEMOTE CONTROL STATIONS: YES NO DELUGE AND IS THERE AN FACILITY IN EACH CIRCUIT FOR TUl'1NG? YES NO - PREACTION IF NO, EXI'L.AIN VALVES OOII$lACHCIflC\JlT DOES EACH CIRCUIT MAKE MODEL OPEMTE8I.IPIlM8ION QNAATEVALVE MAXIMUM TIME TO OPIRATI! 'RELeASE UlS8~ flEl.EASE YES I NO YI!lB I NO I I I I I I I I I I ALL PIPING HYDROSTATICALI. Y TESTeD AT PSI FOR HOURS CRY PIPE PNEUMATICAI.l. Y TESTED YES 0 NOD EQUIPMeNT OPERATED PROPERLY YES 0 NOD TESTS IF NO. STATE REASON DRAIN TEST: N!ADlNG OF ~GE LOCA,......- WA"'~""!lllI'I: --.w..........WITH VALVE IN TI!8T PIPE ftAllC ..... I "1_ BlANK NWeI!R USED ~RItOIID TESTING REMARKS Dl'TE LEFT IN WITH AU. CONTROL VAL_ QPeI. ,..' WM!!OFSPRIMIUR~ fit ,) (8IIMO) r ,,,. SIGNATURES .. .:IN'PL ~ {J. #'--.'1JL.JTURE FOfit SPRINKLI!It CONTJllACTOR -~.~ f?1 PI/f).I I ~ , \ I Fire ~ Revlew Key .-.. C.....inades ...... A.e. S.E. 1. Separate pennits are 1'f4uUed fOr fiN alarm system. 2. The 1999 additioD. ofNPPA 13 sIId.be tJae staDdard 3. It is the ~0iIity of the fin ept!inkI.Cll' ooatractor to flush all mains, supplies, and branch ..tom.. the proper~~on oftbe system. 4. All matcri.ahall be tested aDd appJOVed for the intmdod use. 5. Provide 8J1P*lved auditdolpliJak1erflow ..... at the Fire Department connection and1tbrough. Out the.~. ... otthe building. 6. All valves ahJms controUiaa 8\IPPly .Iinee.. WIter flow alarms, troublesignalssball be distinctly different. All....... 1Iro11lOllitOled in .. approved manor. 7. The fire spriJIkler contractor shall providefO the City of Prior Lake a lilt of all JDODitored items at the spdDIder tmal. 8. Fire alarms sball be interconnected to all meohanica1 fire dampers 9. InsJ)ector's test shall be located in an IppRWClCl.remote location. 10. Seal all penetrations in rated wa1Ja and ceilmp. 11. Note approved location of the pm, Department COIU1eCtion (FDC) 12. Call (952) 447-9850 for inspections. 24 hr. notice required 13. Provide spriJIkler protection for all concealed combustible spaces. 14. Provide full sprinkler protection in stofllC! areas. 15. All risers and control valves sball be protected in all approved manor. 16. Provide frost protection and total coverap for the garage areas 17. Stand pipes are required in all stair sbafts 18. Stalld pipes 8baU have 2 ~"and 1 Y.z" hole eonneetions and are required in all ~ arsbafts. j,l 19. Provide Full spriDIder coverage in all roomst inelu4ing shower aDd toilet areas. 6. I 7. ,'If'I . 8. 9. Fire Sprinkler Review Keystone Comminutes 4685 Park Nicollet Ave. 1. Separate permits are required for fire alarm system. 2. The 1999 addition of NFP A 13 shall be the standard 3. It is the responsibility of the fire sprinkler contractor to flush all mains. supplies. and branch lines to insure the proper operation of the system. 4. All materials shall be tested and approved for the intended use. 5. Provide approved audible sprinkler flow alarm at the Fire Department connection and through the building. All valves alarms controlling supply lines, water flow alarms, trouble signals shall be distinctly different. All alarms shall be monitored in an approved manor. The fire sprinkler contractor shall provide to the City of Prior Lake a Jist of all momtored items at the sprinkler final. Fire alarms shall be interconnected to all mechanical fire dampers Inspector's test shall be located in an approved remote location. 10. Seal all penetrations in rated walls and ceilings. II. Note approved location of the Fire Department Connection (FDC) 12. Call (952) 447-9850 for inspections. 24 hr. notice required 13. Provide sprinkler protection for al1 concealed combustible spaces. 14. Provide full sprinkler protection in storage areas. 15. All risers and control valves shall be protected in an approved manor. ~ U-~- SimpIexIOriDneU Fire Protection 5400 Nathan Lane :t.fi1m~1is MN 55442 llE: Keystone Commu:aities,Permit '# 03-0089 On review of your permit 'lJPlication the foUowina ite&J1I were not iDe1udedin theoriJinal.plan submittals. 1. All required .... ., to have .standpiposwith outlets on.each level. 2. The fioDt covered porch'ancl baloneys are coDSi<kncla put of the structure ancl require sprinkler . protection. Additional items will be noted l!- the approved plan. Feel he to oontact me at (952)447-9853 Paul er Building 1Dspector . 16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1114 / Ph. (952) 4474230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER ............. ...........,..'.....'. . ". It'.....'.................. '...d......... .'.--,:..........) 'ltted ..a FM.' ,. .1'6'v8I. . .,' ~:&-I. as.... . '... I" . ..~-...IPJIJOfe!. ~. . tbeIt~ ..... .... ......' . .. 0IScIIIecblH0.... ,.1...""'...... ...'..........'.............. ............ ~.... '.'. ...,........... '0IIr-:....~. =......... ...Cll.~..,8.l= .. ..~... ~.._~"),q,e _.....dItUamo~.... ..otJIaoUtllll.,. . ..,. '.. .........perio4Cmil _1~.jllha'bot1 ULand"~__~ '. . Oill.'. 1:I!Ipe 8dIelUDol~]llWctC8lbe~ ...~to..1M ......0IetIII Or ___1bmm1IlmlD... ....cIaD, __...... Ilia....... 1'IIIldy..,....~~.,......1I*iaI ja~: , tIle.....~cfall **File___~upto4.mriD......be"'*'.AIlId.. .t:~"""'WFaml1la"ABP'. . ..' It, ~~""M:dI~Auabn" ~....d_is""''''''''~~,,_~ ca.Ia..U.iIIdat. . ." ....... ." . '. ..r, ~....~,...___ SctJetit.l~pIJo_il~".'" i....,....... ASlMA135 _,NF1'A13.Bl6..~_-........~Cl1Ol... ~1IId _.aet_.IlIiDacat~ ilrtilllkMiw-="MldIdOalloi, ~~SidI \WI:............'k .., , S1aql JiM .. I.D. WI. Wt ....td) . rw In: mm In: mm l.bIIFt K(JIm LbsIFt K(JIm LIft Lbs; 1" 1.049 1.680 2.05 70 2,470 25 28.6 2.5 3.05 70 1,120 1W 1.380 2.270 2.93 51 2,431 32 35.1 4.36 4.36 51 1,103 1W 1.610 2.720 3.61 44 2,513 40 40.9 4.0 5.37 44 1,140 2" 2.067 3.6S0 5.13 30 2_ 50 52.5 5.4 7.63 30 1,D4S 0 fli' 2.469 5.790 7.86 19 2,310 65 62.7 8.6 11.73 19 1,048 I.D. .. In: 1I'I(n In; mm ~ K(JIm Lbl;Kq l' 1.097 1.400 1.81 91 2,875 25 11.9 2.1 2.70 91 1218 1%' 1.442 1.810 2.52 61 2,81.' 32 36.6 2.7 3.75 61 MJ62 1W 1.682 2.080 3.0.4 61 2,664 4(J 42.7 3.1 4.52 61 1.,2DB 2" 2.157 2.640 4.22 37 2,051 50 $4.8 3.9 6.18 37 f8() 2W eas 3.530 5.89 30 2.224 6S 16.9 5.3 8.77 30 tOO9 3' .3.260 4.330 '7.94 1. 1.728 " 112.8 6.4 11.82 19 784 ... 4.260 5.610 11.78 19 2,238 . 108.2 8.3 17.53 19 1,015 S" 5.295 7.n 17.33 10 1,632 ,. 184.5 11.56 25.80 10 740 .rt' 357 9.290 23.03 10 1,951 * 161.5 13.8 34.27 10 885 *'249 16.490 40.15 7 2,424 ........5 24.5 59.75 7 1,100 LkKl 3,185 1,445 2.760 1,. 3.172 '1,. t.442 1,1. 20M t,JfJ1 American Tube and Pipo waa 8QClUired byAllied Tobe mcfConduit,. Febnwy 1,1997. Tho eqiDeered1igbtwall and atanddwall &roily of procIuctJ .~.~ bmdift'ereat- are tho ._in all nqecta ~fOprd to ~ ~t, bIDdto......1iatiDg. ..~. PotexamplofD,u.-F1ow ad S.... P10 _tho 1II11II1troduct 88 . are: Dynan.adllld Super;<<). XL is , manufactunci wkh Exteriorp1\tanizod COItiq. ~T is manufactunJcl vrith Blick Jacqaer coating. ~"....f6>2~ 1Jsill.... ;.,*-, LIlted ., ,~'i.:,':< , t . ,- "''l><'_~~'' ',b ~;'0,.H;",'~;:',~- -j"j. ';jJ ~~. .,.,:.,;\.... .'.....:." ;)~f.~~::.tY:'g.1-; :;< n~": ~~' "' 'J~ lca..ir* 85-" . >~! (--'.f ,,<'W-< ~~ t) Dyna.F.lQw ~,p <<:pated with an enviro~"U., .apptntd and specia1ly fomaulatied,~1ic or w~ COatinf. Thfa durabllJ cOaq fa paintab1e. The ~ coadna.~" an a:aeUeat priaw aDd.... to WI.Lhaa_U;~ c1ejradadO~1rom OUtdoOr ftofase. . Metallurgical properties provido,excellent fabricatioa ~ca fot"prep finia...elding aDd roll grooviq. 1'hero it DO speeiIl.~ or.eqJipment needed for fabrication and inataUation. The internal surface of all black Allied Tube &: Conduit Fire Sprinkler pipe producta up to 4.5000" in diamoter is coated with our new Antibacterial Formula. "ABF'. In ICieD.tiilC laboratory test, ABS proved to have superior' resiatance to microbial colonization of . waHt;............w--..... ...__iIiftd;;. pipe" . --, .,,",'..... ~1 preventing <<be ODMt:ofMicrobiolo8ically TtlfhHaced corroIu,.. (MIC) whaD tho Pint Spa~"""'.. ftmt iiItmea. ..., -c. .. "1_'_' ..-, f:1JCJI:IIFIowt:~MtroI 'n;mm In; mm LtIIft;IlP1rt Lb&ff:. i,.bs; Kg 1. 1.191 dlIO 1.31 1,888 25 10.3 12 1.95 856 1W 1.586 1_ 1.87 1,615 32 89.0 U 2.18 733 1~' 1.728 U&7 2.71 2.542 ,4f) 43.9 2.5 4.03 1153 2" 2.203 2.104 3.79 1,946 50 58.0 3.~ 6.64 883 2W 2.7<13 2.584 5.10 1,923 65 68.7 3.8 7.59 872 3" 3.314 3.387 7.18 1.608 80 84.2 5.0 10.19 729 4. 4.310 4,413 10.86 2.124 90 109.5 6.7 16.16 963 Sl -;if,. -Ln, ., ~r;~> .' 'Il ... ,1 " . WlSupwi.jto p.p. urmandlc-. ~ to meet ASTM A- 795 'IYPo E, ~ A 8Ild iI in.eompw.. with ~-13 and NP'PA-14. A,118izea of ~.Flow/.:J1o.... PI.. LIItbl\ PM Abrowd and ULC LiIt8d. @ '<&>.,' @ l.ISted Approved. LIsted Dpa-Flow/Suplt flo. is Ut/ULCLilted for use with IOIlsroovea.plliJHod: · Fast cuttaa and weldm& u well u. couptirags, .we1dedjdtiis for wit, dry, easy rolljrooviJaa an.t1tq4.plOParation. ~Oi1aaa'4i1up .,... It is PM . Availabteln Factory~U ,rooved form Approved for..fOil ~. plain-a.d! and for quicker mop.turur01md. wdded jointa forWbt ~.llOftr to .. . appropriate docu.men\at~ for up-to-date "Clean, durable mill coatiq provides liatiDa.and approval~. DyDa- lonpi' "shelf ttr and.' u'an Flow/Super Flo it now awi1able "bot- excellent primer for ~ paint dip" galvanized and hu been specifically applications. .. ~ved by FMfOJ' dryn.. \IUS. · . LightWeight and easyto:-.u. RlIUltina in more efficieat.usll...of your :freight and labor .dollars. -Provides ttability ne0dt=4to comply With 8tandi,td baaaer "'g (IS ft a.c.) per NFPA. · Available in Standard lqths for your convenieace, or can bt ordered in custom leagtba upon &pproval. -Qeaed' . TUBE . 0ClNDUlT 16100 S~. ~rop ~J:t~lYty.JL e<l426 '. ROA:lOlrlRd. " PbIIIdeIphla, PA 19154 2525 N. 27 th Ave. " Phoenix, /4Z 85009 CuatcxMr S8rvlce: (800)~ Fax 108439-1@ 82 -3 o o '!rl-et Gah....taad B1ackIJahtwall 'I1nadabIe PIpe XLJBLT'.proveobydrau1iC~..",.."'. ....".. .... ...... :"a... '-.'~.""-lw..to. .......~ When you need a proven Iplinklerpipe. ,-JClJ,BLT.' .'. ' .. . "'i'. . r Product Deserlptloa XLJBLT pi.pJ d!::ex~ R'Qq"~ fip.oftlae clua generally known u "liahtwa1l ".,1&""". Ita Will ~~" leD t ofSch-40 or Sch-IO, but the cold___~,~ Ii XLJBLTpipe mcd1anica1 strenatb~~~.~ 8cl1-4O. It is desiped for use in ~. , be joiDed with.threadccl co"uq. (.U1l~ I grooved or p1ain-eDd couplings, :or '. jofma. Other Benelts The clean aurfa.ce~-qr'Xi:.mLT is.~ ~ The Ji&btef weight ofXlJBtT is a distinct ~ fl)i~ ~.,,_ alsO.... labor costs. Coatiap &: Fabrication XIJ~~.s." . ~ ~." 1M.. =. ... . ~.~. .... . ........ wbi.........c,h ." provide excellent fabrication . .'. ~,"1ftp . .'''' -'lOll grooving. No apecial process 01' ~ ue................ .......ti_ XL is manufactured with galvanizecl ooatiq. BLTis black ... coadId. The internal surface of all black E.n SpdnklClr pipe up to .05" indi&tneter shall be coated with Allied Tube ,,~~~ Fommla "ABF'. Superior Bydraallcl' XLJBLTpijeafferatJaUaa1dmum bydrauIic adwetap of lIB)' available threadable spriDlder pipe. Its iuidediameter. is.., 5% laqe:t~, Sd1-4O' The use of XlJBLT in CO$nction with Dyna.-FloWpipo, CID'drtmaticanyimprovo the flow characteristics, thereby increasing the poteJllia1 for "dowDIitint" ~ components. SpedfleatioDl &: Approva ~'I:~.,ia mmufactured ~..~1t.STM AI35, Grade A for fire sprinkler applicat:lfi!aJaP to 300pJi wotkiDc ~ It is UL lilted for wet, dry, pre-action and cieIuae.l)"ItIsms, and a4 approved for Wet cprmlrll\f systems. XlJBLT is ULC listed for wet, dry and~-actionsysteiU. AU .~an4 welded fittings are approved in accorduce with NJPA 13. ..Fltl ~ 12~. manm." hanger spacing for XLJBLT. C-Factors & Xl..J8LTere 120 fbr'!"et ~,and C=IOO for dry systems. Refer to HazeIl~Wi11iama charta for flOW.~. Nil .......D. WI. .. (it,.....) ,. WIJfl(riJ. In; mm In; mm LbIIFt; Kghn I.bIIFt KtIlhn LIft l.bi; KI 1. 1.104 1.13 1.61 91 2,333 25 28.0 1.8 2.40 91 1,060 1W 1.452 1.46 2.25 61 2,019 32 36.9 2.3 3.35 61 917 1W 1.687 1.76 2.84 61 2,409 40 42.8 2.8 4.23 61 1,094 2" 2.154 2.35 4.06 37 1,959 50 54.7 3.7 6.04 37 890 2*.. 2.581 4.08 6.34 30 2,571 65 65.5 6.05 9.45 30 1,168 3". 3.200 5.01 8.49 19 1,999 SO 81.2 Z43 12.7 19 908 · XL only 2,&67 1,211 2,307 1,041 2,753 1,250 2,238 1,D11 2,. t. 2,2. t,038 Ptojed: .....~: n I!ngInMr: I -"Ulll.n~: LocatIllrw: .~<". S4-4 o~~ . ~ ~ ..... AJulca1l1lJe-Plp1lUM1lUdbyAmd ..... &IIICGIdIltodllnu11.11l'1 n.=_ ............. ....111Io.-.,. al- .....,........--...lI&DHiIIllI ..................... .......d. ........... ........~ ..........])y1a- .....;:::.110..;..._....... *.. DJa . ...xLII' ~ -olodnd ~.. lu.........I..l&l1..C- twed wttI1BIIdt_......... @ listed <8> Approved @) listed DItr. SyIM'rype: o u;~?J ,,:'>1 Qa.lron Th....ed f:itlfh".tt :f2i, " ar...125.(St:and.rd) f*)~.t;. O. / -' IO-Reduclng Slle A 8 C D Weight Elbow. Figure 352 (NPS) (In) (In) (In) (In) (Ibs) . black ~. 'I. ... VI '. 4 ~ tV,,-' HI" .40 'Ii V. V. "I" 1'1,,' 1'/11 .34 W. Va "Ita. V" 111" 1'1. .51 1 Va 'V,. V,. iI" .&7 1 ~. 'V.. "I,. ,. <', .76 1'J. III " HIli "'. 1.07 tV. ,.. " 1'1, 1 . 1.02 1'1. 1 II . HI.. 1 '7,,.. 1.21 1'1a 'If . 11'. '. W. fVt 1.53 tv. V. Y. ',; 1'1" 1 'Ia. 1 'IfJ.l 1.55 11'1 1 1 w. W. 1 'ft. t.44 tVa w. W" 'W. 1 ''1,,: ,tV. 1.74 :.~; 2 1'1 fII" 1"/11 1'1t 1 TV, 2.22 .2 v. .w" t '"1'11 1'4 ) 2.20 .. 1 w. '1'1,. 1~, 2.08 ".'. 1 'I. W,,' . . 1 '/" 111. 2 'I,. 2.33 ... 1 'II 1 'Ii. 11'. Z 2'1. 2.59. . 2Va 2 1V.. 11'. 2'1,. 2'1i. 4.01 ~i- 2'11 1 11 1 . ,. 'Yt. . Uti . 2.93 -pfi--.. : 11't tY. '. ",Wi '1 ,. 2'/11 Z. 3.41 21'1 .,1:;9i, ,1:'1 t. . 4' '" Zit" 21". 3.68 3 tY. ." '1h 21 'tt 2'1.. 2\1 ,. 1.91 11 I 3 WI .. 1'1. 2 " 8\. 2'1',. 5.65 3 2 1',", .~ . 2'111 2''1" 5.65 3 2VI . ,. . ,.J ,. ,. t~~. av.. a.44 8'1. 3 ,.. .11 .t. .... ,Z.' t.'. ., '. .3,. av. 8.95 4 .~. '11' ,... 2 rr,. t .PA 11.81 4 ..2.Va ..,;2 ,,".... ....,~ '4. ... 3'11 t1.rr 4 ..... a ':1 r... ..' lq " I,~. 10.a3 4 lVa .. .2 .' .2 ~ 1'It 1''1" 11.11 5 4 Z' ,. 3'1,. 4 4'11 1a.47 5 2'1t 2' tI 3V1 4 4'1. 11.. 5 3 2 ,. 31'11 4 41/, u.oo 6 3 2'/.. 3''1" 3'1" 4"1,. ,t9.43 6 4, 2'Y" 3'1. 41',. 4 "/11 Iii. 8 6 5 31/. 3''1" .'1. I l!l. I 8 6 41/" 5'1. 5'1,. 6'1, ,1.1 Cut Iron Th~ fJttIq.. Pr..sure . T...........1ItatIn$S Temp.rF) ............ (i*g) CI... 125 C.... 250 .20. to 150. 17l 4"00 200. 18 i70 250. 15 40 300. 14 111 350. 12 1'01 400. - 25 o www.anvlllntl.comI12/1D/D1} i lhi' ,.;.~ J<iiJ..t. I, I ,;, I ~ ,.ij',~, -.'.1 ~ "- 'c~~' o . o . 'ftWuclngT..:1=lpte $59 Size (NPS) A, '.p ~ C"" ;. F W~~) ,_. ,-,-' s x t xu i tin)' lInJ (IJt{ '. J' ,In) (In) .~ pNo ,,~, V. 'V.. '1/11 'If.., 1'/, 1ft 1'/, 0.57 - Ita fla V, ' V.. '11.. 1t"1:I 1'1. -{Ya 1'/, 0.57 -T 'I. 13/11 13/11 ''At.. tV. 1~ \)/.. 0.68 - 1 1 1 'Ujl' '9,.' '71, 1'/, 1 - 'I. It. 13/11 "/II 'It II "I" 1'1. "/" 0.79 - '/a '/a "/" ''1'1 'If" 'V.. 1'/, 1'1. IU4 - ./. 13/" '3,1" 'V" 'VII w. "/'1 0.75 - '/. 'I. 'I" 'I" r/. 'V" a1/11 13/" 0.62 - 'I. i'l, V" .11/.. 11/11 IV" i }V,. 1'/4 0.75 - lIJ IV" 1'1" 'YII V.. ."., 1/. 0.7& - 1 "/" ''I" IYII 1 lI,. 1'/.. 1'/, 0.99 - 'I. 1 "/" 'V" "/" I'll 1'1. 1'1, 1.08 - Va 'V.. '/, 1'1/" H'. 'v" 1'/. 0.9 - '/a 'I. 13/.. It/II "/" 1'/. 1'/. 1 1',. 0.9r .. 1 "/.. ' V.. "/11 1 'fa 1'/. 1'1. 1.C)8 - V. "/.. "/" lI/1I W. 'y". PI, 0.89 - 1 % '/4 'If" 'y" 'VP "an' 'J,,, 1 '/" 1 - 1 "II. "A. 'Yu W, ,IVII 11/. 1.13 - 1/. '1/" ''I.. 1~ 1'1. ' 'i1'/. 1V. 1.01 ~ ~ ''It. lV'" 'V.. 1'1.;1' ,ljJY. '1 'l.. ,. n 1;~ 1 'I. '0/" '%, 1'/" W. 1 It, J'/fI 1. 1 - 1", W. 1V, 'V" '1111. 1 V" VI" :1.49 - 1", 1'1. 1/. 1 11V.. 1'YII 1'/, 1.84 - 'fa "/" 'V" 1 'I, 1'/" "I" 1Va 1 - lIt 1 "/" "It. 1V. 1'1" W, l' !I" 1.38 - W, 1/, 1 V. 1/, 1 !I. 1 V. tl1{' 1.84 .. '/. 'It" . 'V" 1V. 1911 'V" 1'/, 1.27 - '/4 1 "/" "/11 1\(, 1 'I. 1 I.. 1 !I" 1.43 - 1 '/, W. 1'1e 1 Va W. 1 V, '1 V. 1.73 - lIt 'V" ''1'1 1'1e ''III w. 1 v.. 1.21 1.3 'I. '3,1.. 'y" 1~ 1 v.. 1'/, 1'/. 1.31 .. 1'/, 1 1 ''I.. "ltl W, 1'/11 1'/" l' V" 1.53 1.56 1'/, W, 1'/, HI" 1 V. 1'V" 1'/. 1.79 - W. 1'A 1'1. ,~" 1'1, 1'Y.. 1 ''It, 2.07 - 2 1'/1' , :t.. "It. 2'11' 2 1'/, 2.66 - VI' ''1'1 '111. 1V. ''I.. ''I.. 1'1" 1.47 - '14 "It, III" flI,' W',t 1 I.. 1'1, 1.57 - 1'/, 1 ''I" 'Sf" W, 1'/.. 1'/.. 1"/.. 1.73 - 1 'fa 1 'I. W. III.. 1/, 1'/, 113/.. 2.29 - 2 1/" 111.. "It, 2'1.. 2'/,. 1'/, 2.81 - n " ' See additional sizes on followlnl paae. NO(c: See hult page: Jbr p~r<<emper:aturc ratlnp. f1!".,. y>. .' ......~..,.a.:: l>,.<r)~, ... Reducing Tee: FJgure 351; "',.' SIae (NPS) A B C D E F Wt. (Iba) s Ie t xu (In) (In) (In) (In) (In) (11I)', blick SJIIIv. 'I. 1 'I, 'It" l' ',t, tll. 1"1" 1 'I.. 1\1'. 1.113 - tVi Iij' 1l/.'" II ,,'" It 1 ''III 1 II 2:14 - It. f . . II 1'1'.' .~'. '1 .. 1'1. 1\1"'1 2'~ a - '.. y~ '~" fl.".. ~.. ",r" 1,~ '5 - iI Vi. 'Vlt 1 !I. H', t'/, 1 V. ~ - ."1 . "I.. 1V. ,'v.. tv, f" .. It'~i ... 'f i~~ w, 1 'I. 1 "/.. fllt.. 1 .' 8 - ". '11 1 V. ''I.. ,III". fJVt. 1 ",'. . 9 .. !~ 1'A, "I., 2V. "2 1 .. 'It.. V.. 1'1. 11.. B/" 1 ' !I" . 7 1.73 1 'It v. ~, !I.. W. 1 'fa 1~1I 1 V. 1.79 - 1'1, 1 t "/.. 1 '/4 1 V. t'I.. t'V" 1.97 2.05 W. ~'1" 1 'I, 1 'I. 1 'It. PA "'h ~.28 - 111aW1I 1 'I. "/", ~)n,.. 1'/1 1 "J,,- U - 'i .1 Wa 1'/" ~'." 2'1, 2'/" 2' .07 - VI "A. "I.. '"'.4;' 1/.. 1'/" l' it .84 - ~. ~, I, tV, Wa 1 'I. .~ .95 - . 1 'It 1 1 1 1 !I. Wt. 1'/, 1~ t 2.13 2.17 w, ''I.. III.. 1 'I. 1 '1/... Plft 1J1i 2.44 - 2 1 'It W. 'V't 2'1, 2'1, 2 3.23 - I'll ,'Y.. 1"(,1t 11/". 2'lti. a,I"f 211i' 4.15 - 'I. I'll ~. 1V. tYt 2' "'I.. 2'/t .a.95 - ..2 ,tl'.. 1 :I.. W., 2'/. 1'/, 2 if. 3.3 - 1 'II "I.. W. 1 "" 1'/, 1 V. 2 !I,t 2.5 - 1/. .ilia !/" "I,l 1V. 2 l' V" '2'1. 3.4 - 2 f'l" 1 '1" 1'1... . 2'1. .''1,. 2V. 3.31' . 1 ' ~" ~1Ift VA, PI., W, I .7 - tv, 'It,t PI., . 'Pia 11'. " .,' a,," .94 - 1 tvl ''I" 1'1. l' ifJ, 2 'if1l .. . .85 - 2 1'/t, t :I" 1'Itt 2'/. .. .46 - 2'1a 1'/, 1'Y" 1'1.. 2'/1t '2 ill It .88 - V. ''I" ,t l' it.. 1:va "1'11 1.48 - 'I. ;'1. . '/, VA. 1'1ft : 1l./, t' 1M 2.5 - l' ,:''1" ;'1 1rl1. 1V. 1". 1...73 - 1'1, W, ''III W. .1~1I , 1'. 1'/. .2 .. 2.9 - , 1'h ''I" 1'1. ,~ 1'/. ,. a.13 - ~. 2. 1'1t, 1 If.. 1'/11 2 . 2'1" 1 . 3.71 - 2'1t 1'/, 1~. 1 'It. 2',. 2-'1, . W.. 4.54 - V. 'II.. 'v,., >.1 :Il. 1 . 1'1,1 Hf. 2.34 2.38 If. rl, fl, 1 If.. 11-'" 1 'fa 1"/41'2.46 - 1 'V.. 1 1'/" 1 'I. 15/,'" 2 2.66 - 1'/a 1 'I, 13/.. "/" 1'/" 1 'I. 1 131" 2 'I.. 2.98 - W. IS/.. ''III 1 'I. 2 1"/" 2'/, 3.24 - 2 1 'I.. 1 'II 1'/.. 2'1. 2'1, 21/4 3.7 - 2 'It 1f1, l' VII 1'/.. 2'1,. 2'/.. 2 'I.. 5.46 - 'It 131.. 'V.. 1/.. 1 'I. 1 'I. 1/, 2.74 2.81 'I. I, '/, 111.. 1t/.. 1 '/" 1'1'.. 2.86 - 1 "I.. "I.. 1'/.. 1'1. 13/. 2 3.0 3.14 2 W,' Uf.. 'V.. 1 .. 1'1, 1'1. 1'1" 3.3 - 1 'It ''I.. "I" Pia 2 2 1'1, 3.5 3.74 2V. 1'/, 1'1, 1'/.. 2'1.. 2'1" 2'1.. 5.17 5.38 4 ~ 3 2 :I" 3 'I,. 3'V" 'VI 16.07 - www.anvlUnlll.comI111/10/D11 Products manuf.cturedby Tpetre Products are warranted~Yto ~, '. original Buyer for ten ('If))p"'....t defects in IMterllllJ and~ when paid for and proper'ty Installed and maintained under nahnal use and service. Thia waR'anty w.neMPlre ten. (10) ye....trom date ()f.,..t by Tyco Fire Producots. No warranty Is given for products or componenti manufactured by companies not affiliated by ownership with TycoFlre Products or for products and components which have been subject to misuse, Improper lhs~latlon, \'}ir}~1; . 'if j,. COlTosiolh. or which "~.l'lIii~n :Oc>N~T. TORT .S.ICT '. ;.;. Instaneei.' maintained, modiri.' or '" 'llAB1Ll'1'Y OR uNOER ANY OMR repaired in accorclance with applicable LEGAL THEORY, FOR INCIDENTAL. Standards of the National Are INDIR;CT, SPIaC~ OR Protactlon Association (NFPA), and/or ~~.~~...,;; the standards of any other AuthoritIeS t~.\it;.lIr"."OI' Having Jurisdiction. Naterial, found by LABOR CAARGIaS, RIa~S.9F ,1yea Fire Products to be dtftdlve WHETHER TYCO FIRE PRtdUC1'I Ihall bt either repaired or reptlced, at WAS INFORMEO ABOUT THE "yea Fire Products' sole option. Tyee POS$l8lLITY. ()I=. SUCH ~ES, Fire Products neither .-U"'"' nor AND UIi'.~ ~T ~INCQ,: authorizes any pelMf'to anuM for it, fl!tREP"OOUCTS'. WlI\.nvr~O ,ny other obligation In ~ with AN AMOUNT SQUAt. TO THEIAl..ES ........."._ or;...1tf~) fIR_. H products. Tycoflre ~rod~I?t,IIl:\Pi: ,: =s:2or-:r=;;:~':W~~ ~:~n y . IN NO EVENT SHALL TYcO" '. PROOU~TS .~LI~~.~: ~limit'd O~ Wa..... F.pre"t8rloved ......... ^i-":o", ~ '" : . '., . .~:' ,.'.' .'" ',_.'.'.'.' .: o o f:l./ca/FIowCIMurot! Tyco Fir. "rodllt:t. Printed In U.S.A. 4-01 o ',J,:,~'~,.;,,:,-,,; ..' , ".':',', ' ,,':' ';',...,. 71 Fltll" ......' f" ~ PIpe' Size 0.0. 2" 2.375" 2'"l~' . 2.175" 3'- UOO" 4" 4.500" 'II" )(S' S" 5.563" 0 '. s- $.625' s- 8.825' 10" 10.750" 12" 12.750" 1,724 '",;.,-.;, ..... , J~,."< t . Maldmum".ure and eocllold n. ,tQtII from "'. .leIdIbtItd 01........ .~... _. pipe. Pressure ratings and end loads may . .. otMr pipe ....1ndIDr.... ...... ContaCt Tyco fire Proiijcts for..... See ~ Protection Equipment Submittal Sheet forlis1lllQ and APilroVar........ rdrIaa. ' .... . D1mens1on1.'.... E ~,*",m IIld 1'IIllIIn1lm ....'.,... * Illl"nnd Natl.. ...........IMOthI."'........,ft 1I..~of*pmbl8er to verify lliIrrIct 1InQtIi... tttt..... ~ll. (J' If,' (l Cet1Ified ~y ~ COIJlpIIIIlIeforthe ~ tppIIcatIOn. ""'/FIow ComroI / Tyoo Fir. / Product. Printed In U.S.A. 4-01 . ~;":~"11~;~J'Z:F ,~^~~~.~?t,~n,'., ; ~~!iii'~:~~~:r~!}C!\:' ;^':'''! , .'." Fi..."'.....ect.Uplllg o c~ . Pipe Size 3' x 2" 3- x 2.W 4' x 2" o 4' x2W 4'x 3' 5' x-4' 6' x 4' 6' x 5' S'X" . . MaxImum avalJatlIe gap bItwttn pIpt........ .....um gap · D.Ge" (with mttal.,.. . tMaldnlum...... _...,Ioaf 1tt__8111oad1 NIed on ~~".~!fIIIUII ratilIQIlIld ~ Ioaftmay ditlIt on ot",rplpt materlalttftflOr waltllll:lNas. tonIIIIl:t1ycoflq Products for -11III. 8M. ".. ..., __ SubmlltllStldttortldno __pl'OYIIlWft_re ratlnos. t Max End Gap and DIRection Is tor Cllt a~O'Itd standard weloht pipe. Values 'Dr roll glioondplpe will bl \\tllat otcut gtOOYtd. Gen.,.' NOleS: ,It Is lM.lts\gM(s "....1IIbIllly to ....ct products suitable 'or tilt intended servlCI ,...".'..............,....................4 '''!'I4and undtrl_...~...lb..fll~,~.n.u.1 I. ...,...', "'.' ...._. _......ttmM_...~neftt nor COtIMt or modify any piplno'.I'e'..~" ~ aftd UII sytltm. tAatlrlll aad gasket selection shOuld.. wriIed to .. .....,or tM specIflc IPPRtation. CIriw~" ~......."' o 'ftICDJ Flow Control I Tyco Fir. I'roduct. Printed In U.S.A. 4.:01 ~:::::W"",.,.,f$f~~~ =~il~;~' Prod~cts manufactured by Tyco F~"': :~ . . ~.. ". . Mil....' . ..., "y , .S, REGARDLESS OF Products are warranted aoIely to _~:,;~')'i1l1.\ '.' ..."....... ~ ~..~~; WHETHeR TYCO FIRE PRODUCTS original8uyer for ten (10) years against Shan beelther repair" orret*ced. at WA.S 'NFORMED A.BOUT THE defects In M"erlal and wotkmanshlp Tyco Fite Products' sole option. Tyco POSSI8tLllY OF SUCH DAMAGeS. when paid for and prOperty inata.eeI Fire Products neither eaumu. nor AND IN NO EVENT SHALL TYCO and maintained under nonnat UN and authorizes any person to assume for It, FIRE PRODUCTS' LIABILITY EXCEED service. This warranty will expire ten any other obligation Inconnecton with AN AMOUNT EQUAL TO THE SALES (10) yaars from ct.te of shipment by \he tal8 of products or petta of PRICE. Tyco Fire Products. NO~rn.~1a ~ucts.T~~I~p".,~~n~~",_. . MADE ~;:~=u::m:C* :"~":~~==:':":-U~'i:"I'.1. >. .......'....... atrlliatecl by ownefShlp With Tyco Fire Products or for productt and components which have been subject to misuse, lmproper Installation, corrosion. or which have not been cONTAAcT, TORT, STRICT . ~ Nominal Appx. Wt. t ,. Slzl Lbs. Lbs. 0 ,f' cr: . /(,. Xi. 1'/4" 1.4 0.4 0.6 0.2 Figure 201 1'1a" 1.8 0.8 O.~ 0.3 2" 2.7 0.9 T 1.2 0.4 2'1a" 5.8 ,0 ell! 2.6 22.4 0.4 :-CIDE-==l1 76.1mm ~~':]if~:~ o. . 1.1 13.9 0.5 figure 210 3" 0.88' 1.1 !-CtoE-! 22.4 0.5 4" 1.00' 2.6 I 25.4 1.2 i -------,----- ., 5" 1.QOf 5.0 i 7.7 25.4 ,.3 i i CtoE. 165.1mm 26.0 1.QOf 7.5 -1. 11.8 25.4 3.4 : 26.0 1.00' 7.5 Rgure 219 6" 11.8 25.4 3.4 $n 8" 45.0 '1.19f 12.8 20.4 30.2 5.8 10" 72.1 1.25' 20.0 32.7 31.8 . S.1 12" 92.5 1.25- 36.0 Figure 260 42.0 31.' 16.3 d. -T.. _. 0 . - '"'- '"'" I'_n supplier. t - T"'" lid Irom I 100000n 1UHIltr. .' .. - '"'- form IlotIign auppUer. * - SlUl ... Introductioin 0.' '.. ~.. '-.. .....~ (t'FP) Bluet~. ~... CPVC ......+.'}.',..'.. . . fit1IrlgIl.... deIIgnecI.-cIuaIvely ...__ 'IMt.. .~ a~~flreaprinlder ayateme.~~~'.T.'t~} lpIC.t~the~~__. r:~. '.~...".~'T~. '.::.,.,.,Cf'VQ..........., ;:.;,;...;....... ~ ~ ...101....thM...,. . :_~~at 1_11818ata,, 1he __time. they provide .........1W8Iatance and ...... ~ to ~'CPVc and PVc.... ....-.d In"'~"" ~~ Ire ........ to oomIlCl OPVC. . "ping. AI female pipe -...s adIpIera. haw bMIi. . fat dUf8bllly. ""c.. .....:~.. ........... .'~. ! ....~'."....'. .'end.~." ... '., '.' ..' ~_ fI8IdbIe I'OlMId encf:'---- . " t'lt'!""l.. g ................ ......,.. ,., S. . "'IIJ~ ~ Plu.....175pt1 ",if..j"'I'~O\.. ............' j 0Ul., N8I o..te 00unty.l.PCB. MIA, ...... C1ty of Loa.Ang8tta N...... See tuNrtTFP ~ffll lllin" 1-n~ ~M8rIIII. far.4lilIIIa....~... ' F>>i l' ,H ) l nr..........u.8.A. ........... .. '. ..1' . , =='=~SOA13.5 . ." :.~.' F.(SCti.... . 4Ol. ,..nd .' : ASlM F<<J9 <*h. 801 ~ orq. o Fittl'ngs TIO Reducing so- Elbow 9Q.OElbow o 450 ElbOw TIO R~Og ero.. Cross TO ~Id . WI. lb. .0.28 .. o o o :'~;'~~:,~:- .; ::~;f Sprinkler Head Adapter with Brass 'ThreaiId,'t_.. .' " " -"'>1 3................:TIO .,' H'....'. ...' c..,... .. :ii-t'.. ,>''' r'-:, , Sprinkler Head Adapter with Brass Th,....s ""lit': 3:. . '.. TIO :t: ,;.' ,:~.~, 8aqk..tO-BaOk CfOJ$ .....~- Sprinkler Head Adapter (Spigot) ....1'lveafMMj.4Rsert Part No. 801nl 80178 Sch. TIO 40 v." 40 '1,- Sprinkler Head A1f,apter: 900 Elbow with Brass 111.......... :Bac. ...... k..tO-.Ba..~.).: wfth'.. c..,.. Insert Part No. 80199 80189 Size Wt. lb. .22 (1).29 ;',0.73 ,.0.30 "''0.31 (0.43 0.48 'o.se '.'0.62;. Sprinkler Head Adapter Tee . . with Brass Threaded Insert Td 1:QCO!ROWControl! ~~ o UPPER DECK " 8" (150 mm) MAXMJMFOR CPVC PIPE CC1 S~ :L~ 4-1/r (114.-n>~ FROM FACe CIP WIliIOO'T'1U8 OR TOP CHOIljD.URJOIST I r--r -----, I =.e..~ I I Bl1IiISTAIJ.ED I .. I PAJW.1,B. WITH I I TRUISSSOfUOISTS,I I NOT~".RI.Y I L_~~_.J WHEN OFFSETTJIIG CPVC PIPE OYER AN OI$TRUCTION, ACC1 SPRINKlER MUST BE INST=m-VON THE CPVC PIPE OVER THE Wood Tru.. ConatrUOllOn or AioiIo. . .' .......... .. "r ........'" '~~ '1Il!~" fJOII8tructlon (CPVC Pipe) o Reference figure 1 o Ar.. Of UN: Flat conce* spaces OtWood"'tru.. 88 construction, or ftatconoeaJed . s~s of non-oombuetIbIe bar joist construction. ConaInled Speot.....: The area of""e CO"'led spaoe Is not Bmlted, flowevi8rdraft-curta1ila must be provided at 1000 ft2 (93 m2) ar8U. This draft curtain .hall be at least 1/3 the depth. rI thIt wood truss or 8Inch..~ rMI)"~ Is greater and be corift'ucted Uilltig a material which will not allow heat to escape thrOugh or above the draft curtain. Concealed Space SIze: The depth of the concealed space Is 32 inches (81-rs mm) maximum to 12 inches (305 mm) minimum. Syatem Type: Ught hazard, wet pipe .-m.., Minimum Dlatance .......Qc, Sprtnld.era: 6 feet (3.1 m). Minimum spBCing c:IofM not apply to 9 tliddltlonaJ sprInk/ft. ..f..~ .. ....., of Blazema_C~= '.dlfNt over an~tNt.: .' . ::=~=~' ..,.... DtilI: : ...; , . .". 10 f8tt~1 m). Maximum CovenageArtlit 100 ft2 (9.3 m2) DefIHtOr........t. Upright and 1-112 to2i~(40l0 50 mm)below upper del* Minimum .......... A'" f.... Tr......: ., , 4-1/2 Inches (114 ~) R...... Area: 1000 ft2 (93 m2). ,WW....... =:::any=: ma*' CPVC which I. OWl' an obstruction. Raqulncl'~ 0.10~(4.t~. Minimum OperatIng ,*-u...: 10 psi (0.7 bar). . , . Obetruotio-; ..... . .. ..' All ~~",.~p(\.fI)r. :=~'f':~:1y6~) SlIett. . . . , . g~. ~8._ ~~CPVOproduct may.be ...-d In concealed splICes re- quiring automatIo *Pri.....ra ra" wi when ueed In conJunctlon with: l40daI OC1 Sprinkl8fa. In order to '* the Blaze- master CPVOproduct, the bottom of ~ f 32" (815 mm) MAXllJM 1r (f50 mnl)"MJM -1 4. (100 mm) MAXIIJM FOR CPVCPtPE horizontaly run pi =-~ can then .... . OCUZ. o^ Model ..' sprinkler. below:. :f modified by this T.mJcaI ." --..aIJathf.~._ ;::~~~t~. met. When UIIng 1 Inch 'ft 18rgar' pt,.. ..hiftp mUtt..... cat8dat the~ ......:. for ~Cl"'."'.Wtt.lt . Inch(DN'tI)...' ,.,. . ..'all , 12....... mull.. - ally ~)UIJnI...thodIt__ed IntheNFPA~ FortNa.......... .... ........ terOP\f.' ,'Ot~...'. .... =.'. ". =.... .... ......... .' . .. Itn. kIeta, a ....... ......... of 18MchM {_...).II1U8t"~. talned bet\1Nle"lUtf:cPVOaindh &dOe Ofhllt~ (e.g., tanrno. tora, -,vlllriPaiHYAChlIlIl1M'ftp un1ts, etc.)! . ., ., Where the OPVC must be offset up and over an ~..._ the bOIomot.".I.lOtlated at grtIIttt.... 4 ___it. *"> Olboveo' ..~ .' 'f!If" .,........... I .1,........... '..I.........jo. ..bI.... ............. .. shQwtJ,Jn 'j" . h,.. .'. B1aze~ PV .~ J 'tl GI I 'BI GI a: '8 Q. ;:, Q ..... o o the Model CC1 SprInklers must be Installeclln lCCordance with the fol. lowing Instructions: NOTIlS The CC1 SprlnlcJ",. are to be In. *Ied upright and WIth their frame arms (I'IIf.FlgUre 111(2, as appt/ca. b1e) parallel with the wood tru...., top chord of the bar joist, or wood joists, as opposed to being necessar- Ily parallel WIth the pipe. Do not InstaJlMY bulb type spr/nlcJer ~~~~Ihe .",-fnldtlr htJId hor/zorJtaIIy. a SIMII air bubble should bepf8Btlnt. The dI. ameter of the air #tWroxl. tnatllly 1/18 Inch ( . .(Of"'" 1750FI19.C ~. '. . A leak tight 1/2 )pint Mould.., ..... ID tqW.. . of. ."',...........~.. '. "It...... ..JO.rE....O #1m). A ......... ." 5 =.....:...' :..._.......,. .... rD. be........ N ... '.' """"fIt.Ie of torque tn4Y.~.. SpIIWcIer Inlet with ~.kageor Impairment 9f the .,xtnkfer. The Model CC1 Combustible Con- ceeledSpace SprtnNerl n1lJ8( dl'tty ~ ~in the UDriaht podIon" ." With the deflector patanel to the up- per deck. With pipe th~...nt applied. to... the.. p .... .. ..' only1M'. .. :' . _i..... I":tl)~,: ". l"~.J. wrrih ...-. ""'!'If... i o The MOdelet1 Sprinklers must be maintained and serviced In accord. ance with the foIlowIl'Ig Instructions: NO'rE .' Before closing a fire protection $YS. tem main control vaJve for main,... nance work on the 'fIfe protection sys. tem which It controls, permission to" shutdown the~~.,; t10n systems mllstfSj"d .' 1iOm" :;prrpr~._.=otJ" tJon'1!:.t,":='!-d", .jo.. SptIn1tkn.whiCh ..~, .' ... '.\; l__ordlfbttlnJ..... .' . of colT08Ton must be~. ,."'.' Automatic sprinklers mUM never be 'tqp:I/Raw Control' Tyco Fin ., ..... · , P,oduot. 8hIpped or stored where IMlr tem- pera1uN wffI-..d 100'1='-'0 and ~~"It": leaving the . ... .. ':!' ". " .. ,.' ~. thkln.t~~'::'.. ". '" d..... ,J.-.L.....'}. '-'. -..... ~af ..~......not operated>>alf'=,' ,". not_ .' ..... "".' :;: the' I'IIcftr ' ..- ,..' bruahing It with . tOft ~h. -",'Y'." , ',"""""."'- ,,(. "'."''" Care must be....... ... damage . befonti clulf.... .... '" I~ .. .... .....1. droppl",/" .... . ..~~"; page, or the I..", . ~o, ...,1_ _ AiPI'fnIHr t haa Il,m:tr-Jbal_-Jh1uId-, :>. (tIiC.,~ See- The .....1I.....*...the.1n- ~. .....ft...~ fl.,""'. .... ..f...... "__. .... 1.18..:=..__'....:.Iftd.. icJel.....'. va.......,..In....~................."..._... ....... ............. ,.:,.".."..i... 11tft~"..i ..... ..' .'.' .....!.:..Il........ . '.; =....;1.11I. II...... '.. ..Nf!!tA.... .' ......JtIn1..i . to .........."" oI'-~""~,. ~.'=.~ff.." ~toanY:~ tt IaJ\lClOl1lm8nd8d'1hat~. .......~l...~....i. .' teet.., and ~..'...... Inspection Service. Products manufactured by 1Yco Fire ProdUCW are warranted eqlely to the original Buyer for.. ten (10)years. agalnlt defecta;",,~..WOf'k. manshlp when .......~tly., Installed and matntalned . .. . " , mal ..e and aervIce. Thll . ..,f will expire ten (10) years...... . ....... fe. '. of shipment by lYCQ FIre. ...' A '. . No warranty 18 gfWnfor~ or COII1ponent8maa......w'.. panl.. not afftfJatecI br~ . with lYco Fire P~""'.fGr--'- ucts~~""._ be.n.UbJ.c('tO~ . . . In- stallation, ~;. ..' '. not been II18tiIa.d~ me ,moctt- fled or repaired In accorcfIr'lca;Wfth' applicable ....0<<....... fire ~A.II~i.....' the stand~.:- AuIhori- tiel.. Ha~.. ..... . MI. ...... found'l;)y . P~ Ie. be'" ~. lbe"'r~or.. piIIced, at 1Yco A~FJ'IIll"~. =~==": uaum8 for It, any ather obligation in :mectlon with th.... ~r:r:=~ ~c:~ln. ..... or IncolRJlfet.lnfarmaIIon ' ==:.8uyerCM' B~.,.. INNQ ~..." - j1.==;~a1.Ing...' Il'\ ..,. .. ... .full.~ . name. PI8as. specify _......' model, sty,.I~.. ~ ~. AefettoPriC8 .' ~e~of'" ", ~,.,.... perd... r: PrInted In U.S.A. 3-01 .....~... o .....u, MaIInum eov.ng. A.- (e) WIcIh x ....... Ft. x PI. (mxm) tI~I.""C. 1b12 11~(49,2LPM) (3,1'x 3,7) .8.& (0,. bar) 14x.~4 '."!.PM>. ,.17~(84,3LPM) (4,3X.,3) 1,06Ili11ij' " 1U",(1,13baf) 18 X 18 ^"1JIV(88;r~ (4,1hc4,.) "" 8.4 (1,a7tar) 18x 18 . ,(7I~tPM) (4,8 x 5,5) a.o' (1,~ ..., 1ax 20 .....CJPM{88;f1.PlllJ (4,1hc8,1) (4, 30.0 .0 at 3 (2,....., .3. ,*) (a) For oMrage ..... c1~.__ oi.......""~i..:...c.llIl.fto...... minimum required floW forlhe next h!gheet coverage area tor.... ..... ......... ........ ' (b) WIdth (tlactcwall wh.... 'Pm..,. tOc.ted) x ~:;'''''''''nIW~~~. : ; (c) Requlnunent II baaed an minimum flow In QPM (LPM) hill.... apdnIder. The .-ocIated ....ldual preaau.... are calc~lded using the nominal K-factor. Refer to Hydraulic Deelgr1.,~.8ecI/oII for~. (d) SldewaU 'PrInIc*I, wh.... ~ und..... ~~ ~ than 0 Inch rite for a 12 Inch run to. slope up to 2 Inch rile for 12 Inch run, mutt tie ticaIId pel'OIW arM" I ' " , . LDcIdethe aprInlde,. at the hlgh_tof;_~Mlf ,..aloIlId1O~ .,..., the slope. : ,',':. :'" ,_ .. _""_.:-',':.. .._ .,-<j-;,'H,tj """.,. ',"" t.n:.. ," '-, ,..~~,. . Locate the 'aprlnlde,. along the aIope and poilUoned to cItdWge 8Cftl88 the 1Iope. o ,..;~, Top-OI. all.. To- CeIIIlg: . to..... (ttoto ,." ''''~ 'I' N",_,*,,~a:~DIffIGN CRITfRIA ,.;--__.'UWttTVt"""". l . RSSIDEN11AL~.~~.,=.".,..,. . .-erBAL~.' .~LLSNfINlCLERS - . "Off HORIZONTAL~08..ING '. . . '..,J .',. ... tor 12 Inch Run) . ..... CrIt.... o The.SerieaLFII (t'tt3S4) Re8ldent1a1 Horizontal Sidewall SprInklers are UL and C-UL Usted fQr Installation In ac- cordance with the following criteria. NOTE When conditions Mist that are QUtBlde thS'tcttpe of the pn:Mdtld c",.rlit refer to the ReMlentlaJ Sprinkler Design Guide TFP4SO for the manufacturer's recommendations thet may be accept- abllllOthe local Authorlly Hav/ng,Ju- rIsdlctlon. Sy8lem lYDe. Only wet pipe systems may be ut_d. Hydraulic Dellgn. The minlmumr... ~r:=-=-~~w;:= are given In T"1/l.'cUit,_;.~ .'. tlon of temperatura rating end the 018XImum.. · .1I1aiIbIe.. .:a .ar.... "'e sprinkI8rM '.. .iMftlmum ......uired. . ..~ of .. ibrar lilffibii Of" . '. '~"iler8'1 U speclfied In ~ 1 or HlPA 1 SR. . ' .' "".."... .., -... . -, ,~ For system. "lgned.tO NFPA 13, the ~. ~ ~~~'t~~Icat...I!I:l mandlng ~ 1f::'loImum re- qufrechllCharge-from ....1tI. tour sprinklers Is to ~ ~ ......1' of. U,e 1OI1OW1t'1g: ", ..: .. ...., .... . . " . The flow rat_g!. ven In Table A and ItIor,NfilPA .1. and 13R .. func- tion of tempet8ture I'IlIn&;d .th. e mexitnum'8IIowlibfe covet. '. . .. a~:" · A mlnlmum~of O.1gpm/ifl~ 11. over ~.::!!t!'!W cot'f1priHd of the ~y. ''''~'''i''':'== ...........,.............. .....'. '..i....'..,',. \";:".,W:""'<-,. ",', ..' ,. ",,_ '. ' _:.~..,,-, ,.... ,,1 ..!.....iWi..,~~ LocatIons of 8ptInkters are to be In ..,... witft the ~ ru. d NFPA 13 for' reelderltlal_nkler.. . 8perat101I81' ~.~.....:l:b. ...e'-IPrf~ kIers are to be I...... . ". end-Qfi. cIeftector.... . toW811 ......1OIt of 1- ~8 to & fnches or In the. ~d po- fftlollualng only~the ..Sljte 20 Re- Q8...d Escutcheon a. 'shown in Flgur. 2. In addition the topoof-deflector-to-ceU- Ing distance Is _..wilHn-1h.'J8nge (Ref. Table'Aor6)JIeinf....Hcally calculated. 'prlnklerapacl.... The minimum ~ b'.'".ll"Mneprinlderll.,lai8 feet ,ca.4"').,'1!he mutmum 8fICIng be,- tween sprInId....c:annot .1Id th. width of the ,~aru (Ref. Table A) beil1g hydrautICdy caJcuiated (e.g., tribfiit\im 12 fHt for a 12 ft. x 12 ft. ,~_\~1;f~.,."a 16 ft. x ?l'~'-:.. ~~~~l~;::.. .;. ~-'. fi:;:~H ... 4"',~ () -....v """101 8ECS$SEQ , FIGIIII,"", ,"~I i. . ";., ,.' tn1~ ~,.--A=~]J~' .' .... '.' .:,.~_ ~;. . o MOUNTING! SURFACE -i 711.1ta. (11.1'" """> FACE OF' ....Ul'. ~... ENOoOF- DEFLECTOR BOSS I-G- 1",. I ,.;,,::~ 114" (tt,4 mm) 1-318. n j fI,; t.".,.;-,, W..'I'YPI'.. .'j.")!'~:".:'.., elf.:: ""':-"~"-~;'" ,,' , ". .-, REC8S" ltJ ~.".'~..'';'. '~~.~. ,{. u o o .... eate TFHi0 Produda..~"'~ Fire ~W~.r,S~d~~ ....... wttIft. ,*,!fDrandpftlperlf" InIt8tI8d andmainlarnld undtr ftOrmal . \JIe and service. ThII warran\y will ex- . . .... WIth ~~:-:/~y=-== ~:l~~, ,(~~." !"'- ~~~:m:~:~~u:do:_l,~i~~."~~"" ,'" ~.,. dIIIatecI~. OWM"hIp . with.. . ,,,av.e PIIIllMl....... . .PM51"H+1~ ~'PfMU;==andi ~E~"""""" ~1I''''I~1' tf? ." . .. .....n ............ . . "',." .'....,st;lU"'._ ,Iori...~not ,. 171"Fm'C or rhaI' or ac-'. Clvomt PI...s.......... . PIN 51-211+175 ~. ~ ::=;__......... . PIN "',,*,1.'75 1Ion, . __........ . ... ... PItU'l.11-1.111 :&1.' . . ...a.....~' c1efectfvll speatfy. .. ,20 AlICl....d~ I'8plactCI . .' ,'.' ..' MRWIlb(lpllllaly)IftIsh~"IN~. Option.".. Proch_ rtIlItIW..... : . " .urnes, authorizes any p8raontQ, 11r .,'1.. .....,.1or1l. any other'~"'lfi" _ 20 OGnMCtionwlth .,."......ptOductBor; CllraMPlIW. ~.~ .."H PIN ....101+010 parts of Pr0duct8 'r.r (15..) ,hall not for aprfnkler .'=Color ~ Ot~8 or lOiiIIct................ ""'''71)&.40010 Ihcom '.' ., 8uppfed bY. 111" "MIl) , I ......(i ..', . . .20 ~ ~B~ lN'fco Ccleted ............... PIN 58-705-2.(110 fF\O - :~c~. I;>>AMAGES, BUT NOT IJMlIeDTO. .RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTf;.WAS' INFOFtMeD ABOUT THE POssaBIUTY OF SUCH DAMAGES, AND IN NO. eVe..,T SHALL TYCOFJRE PRODUCTS'U- ABILITY EXCe.DAN AMQVNT EQUAL TO 11-JE$ALES PRICE. When placing an order, JI'IdJcetI tt\e full product ntirnIII..-....... _1_" tributor for avaIllblllty.. 8prlnlder ....mIIlVa " \.1.\ ., '. .W.'. '-.". .", t .:~.. ;;wniih; p}N " ....,',.7v.')l::~.~. '; >~:-; I~, SpeclfY:W-~ 17sp~t-l.. ..., P,&. ~1it-85" .. 00" " , ":!'J'" . ".. ~\ fl~ gg- u-t- , "~" ~, ,:...;:~: ,':,:(:.': '>, . ,.," ,.. TYCO FlRI! PRODUCTS. 461 NcirIItC8rltiDft.....lMIIdaIe. PennayIvanIa 19446 ~, ^:~ ~.I.~,,'; o DCU'1"CRICIR" PLATE 8IA11NG SURFACE :f$U* ., ~ 2-3118" (55.' mm) 7/16" (11.1 am) NOMINAL MAME-IN '. . I; ;. 'J.' 2-3116" .~ '(fl&;amm) 1~';'~ SSP DER.ECTOR * PENDENt , 1-~~ ,.~ 2. _...., ~. ......51' 6* 5 4 2 3 CROSS SECTION ..,-t.:.....;;.. $..' .-fi!n .... . -DtIIckW, . ,,.. T.......... dItIng II Inclcatll!f;;on ~or or .....t to 0IIIce ......'fiIfM. ; .... . , . -PIpe lhrNIcl~. per 180 7/1 ." be provided on .... requett. ~~~.~~'MllUl11 1....1'~ · ~ rating .lndIcaleCton defIiIotoror ~t to .......~....., ' . =Wrt.d....connecIIoMJl8f1SO 7/1.... be Prottded. ' on .~. .~,. .' \ ;: ", t:~ ~. I... . ..' ,.,"_ ' .' ., "_' , ' " ,:,'_. ,,_' '.....,~."..iNKLr1Is o .~'.mm) 3/4' ** ..~ ,NJPf ,T ".. . .~.:~.~ ';~, . '. .;; . \ ,,:; 1 - Fram. 2 - BulIon s- haItlG .~. 4-Julb .' ."'~' , Screw" n ~I 6* 5 4 2 3 1 CWJSS'~ o o o ..... 4" . ..... 51 K 1-,2",3'"',5- , ..... TYPE W.OVER loEADCQATED 1,2.3.5 1,2.3.5 1.2.3.5 5.8 1/2" NPT RICII.. ,...." ........r nf'.Fm!C ....... 1,p.,183"C 1~ ~.2.3.5 1.2.5 NIA 8.0 3/4" NPT ... YIIoiw ... Slut MQre 0nlIlge Red V*", ~ NJA ,1.2,5 1.2.3.5 1.2.5 :,-.....3-.5"" 1-. r., 5- NJA 1,,.2. 3..5 8.0 1f,l' .~. 1.Z,3,5 NJA \'MIlM . .,.noted to be UL and c-UL Uated. the ,wes< .'.Qpated .,.,~ LA8CMAfOfW .' ...::, '''''''';'''''~ '\ --.._', _;,;. ','" ':"',:..':. ,::;:>"', '/":'.'..: S' :; ':,_:1 . -i ,~ ....~,8 o thread sealant applied to the pipe threads, hand tlahten the sprinkler Into the sprinkler ftttTng. Step B..Tlghten tbI,Jprlnklilr Into the aprInkler........only the W--rype 7 Rec.aedSprinkter, Wrench (Ref.; Figure 7). WIh.........to~ 1 or 2. the W-1We 7, AIic8IIIIMI SprInkler, Wrench Is to be appIiedtoth&eprinkler.; wrench ,11m. . Step C. Aft.- the ceiling has been In- stalled or the finish coat haa"'" ap- plied. allde on the Style 10 ot 40 Clo- sure over. the SerIeI TY-B Sprinkler and puahtheaoaur. tNet the Mount- ing Plat UAtilUa flange COIIl8Iln con- tact with the ceiling. o Care and ........IIIIIIC. The SerI. TY-B SprInlders must be m~ and MI'VIced in acCord- ancewlth the following inItructIona: NOTP 8effJfe~..."".~.J}WMf main controf vaM' for maJn~ work on the fire protfJofIon ..v-- that It 00Iftr0Is. perrm.IOn to shuttkwm the alf<<:ttld flreprotectfon')'8tem must'" obtained from tha proper author#tles andaHpersonneIWttomay'" ~ by tItIs action must ". notIfItId. Ab8ence of an .c:utcheon. which Is used to cover a clearance hole. may delay the time to .,mnlder operation In a fire situation. Sprlnkl8ra that are found to be leaking or exhibiting v1slb1ealgna of corroaIon must be replaced. Automatic sprinklers must never be IhIpped or stored where their tempera- ture will exceec:I100-FJ38DC and they must never be painted. plated,. ooated or otherwlee altered after leaving the factory. MocIIfled eprink1er8 must be re- placed. Sprinklers that have been ex- posed to corTOlive products of com- buetlon. but have not operated. should be replaced If they cannot be com- pletely cleaned ~ wiping the sprinkler with a cloth or by brushing It with a 80ft brlatIe brueh. Care must be exercised to avoid dam- age to the 1llrink1.er8 - before. during. and. after lnatallatkln. SprInklers dam- aged by dropping, striking. wrench twIItf....... or the h, must be re- placed. Alto. replace any sprinkler that has a cradced . bulb or that his lost liquid from its ~ (Ref. Installation Sedlon). Frequent vieual InapectIona .... rec- ommended to be Inlttalty performed for o I """,...~ IN NO EVENT SHALL TYCO FIRE DUCT E., ,.. QON- , > ..~. . TV OR l'08ion I'UiItant eN '. ..".;. t~ . ..' ,Eft Atf'(, OTIiEA .. . ,. THE- annual Inapect~""''W';5 ="FOA lRCIOEIIII'l'At."; " .CT, should doe; ho(Wver. lnateed of ""'. iPiClAL OR CONS.E;QUENTIAL ~frcNri::.c..oorl8V8I....'..""~...'.:' uQA.~E!iL.R. DHING. . ..,NOT aa&npt\rig Of . up vilIUal lna~; IV , .... .; RE- tio(ll,fbQulqbtma_, ... tQ.~ . .,GABDLU$. Of. ..' .'. . tyeo ......., ... apdnkler; co~"FlREP~;BWAI'JtIIDIl\MED ..1iOn _Ube tong.term Il1IegrItf"of~. .....ABOUt.,... ~..c:JF SUCH . GCIiICaIon....... Coating, . It may DAMAGE. ANOt IN . .ttO 'EVENT beaf(ected bytheClOn'08iV8 condItiona SHAlJ.TYCO FIRE PRODWClS' LI. preMnL ABILI~ 'EXCeeD AN AMOUNT .. l!D& The owner II responsible for the iri- ~,testlng,:_ maintenance of Nit t.. roe proto =. system and. ... vfOe8 In comp . with thIe" datu- "". .11ft"..' '............. .' '.WIth. the applicable sta~C)f,.,. NIIIlUon" FIre ProtBC- \ton AaIlocIation (e.g., NFPA 25), In adtIIlOn 10,", ~ of any other authorltie8 haWlntlurl8dlcllon. The In- stalUng COI....41!1~ manu- ~_J.~.*"~lll'....,.......to . ,:,..,tu.":e"'~' ~~Hi\ '.~!\;\\,~'l~,."~ '~~~n_=~:;~' teeted, and inaIrUJMd.._ a quaJlfied Inspection ServIoe. 1,""'" ~ - .#: ..tie ...... ...tP. ',' .' _ ,'JOt' rtplaced, at 1Yoo FnPr0duct8' - option. ~ FlAt. ProdUCll8 neither as- Iumee. nor ..... ~'.to I88ume for .. ~ ,.., .In connection with the .... CJf lJ'OdUc'I.or parts of produc1l. 1)<co. Ph' p~ 8haIJ not be respona\bllt for .,rlAkIer eystem dealan tn'OI'I or ..Inaccurate; or Incomplete lnformattoft fUPPHed by Buyer or 8uyer'lrepl'8llf'dlltlWs. I;. j ~ o Cl. ..... .,~.. ..."'./,.'...... Row ~trQl....'.j.......,,".'''..,'........ c............'.'.'~..... F,. ..........'... T.... T ,."-7~' ... . 'll'f1"J'WI~t~ Techn.... ServIcM: T": (800) 381~121 Fax: (800) 791-5500 ,... <~..~ ... ~ o Dener.' ......,.,.,. The Series TV-~ 5.8~-_r, Harlzoq- ==~=':::*-= tesponse - ttandanll ~'deco- ratt... 5 'Om ,0....; tiib-~llPray sprlnk/8rs dNlQ__,* ihJlju"and =::-"Wd~_= malls, etc. They are desl~ fotlnstal- . latlon aIonaa wall orthe*fde of .Ham and Just. beneath a s~th C)8l11ng. SldewaU./trlnlc'ent are C01'I'Itnonty used Instead of pendent ~ !4)r1ght sprinklers becaiJ8e of aesthetICS or building constru~ consl~ons, where piping acrose the celanars not desirable. The recessed verston. of the Serlel TV-a Horizontal SIdewall SprlnJder Is intended for use in areas ~a fln- Ishedwall.ft usee "'~"" '.' '.. 8tYI8.'. ........ ' ',,10 R8C88HdElcutcheon.1't:M~~ . Escutcheon provldee 1~ lrititi (12,7 mm) of recessed adjustment or up to 3/4 Inch (19,1 mm) of total adjustment from the flush sidewall 1)08fUon. The adjustment provided by the Recee.ed Escutcheon mUCH the accuracy to which the fixed pipe nipples to the, sprinklers m.l.l8t be OUt. Corrosion resistant coatinge, where applicable, are 1.!tIt'-d to eaIencI .... life of copper a1loyeprll'llcler8 .....d that which would otherwise be 0b- tained when expoeed to COI1'O$ve at- mospheres. Although corrosion. rests- tant coated aprlnkl.... have pu.., lie standard corrosion testa of the .,pit- cable approvaf agencies, the teating Is not representative of all poaIbte cor- ~~~.~ consulted with r.... to the IUIIbfIIty of these corrosion I!MIItant COlItinga for any given ~ environment. The effect. of ........ templil'ature, concentration of chemfc&ls. and gea/chemlcal ~, Ihould be con- Pa..1ota o 8idered, as a minimum. *"g with III' cOrrosive nature of thl chemical to ~ the aprlnlder8 wiBbe-tICpOIed~ WAIININGS TbeSerles TY-B~ ..cr/bedl, h.reIn must be 1n.t8lMd MId mal".' tIfIMd In compliance with ",. docu- ment, as well .. with the IIppIlcMJIfI sfandarde of the fgtJonai FlIfI Protec- tion AUoalatl6n, I~ IHIIIlfIOn to'S: slitmtJaldsdanyofl*~hav. Ing jurtsdlctlon. Fallure"o do so may /nJpf#f',tbe InfllSpfly f/J'-' devices" ,J" t,:~,,' _. . _'. .. '-. '.. "". - ~ The owner I, IW,.nslb,.lor maintain- "#If1Ir;""~ri..,.", ilndidf- vIC.... In PfJ'PIIf :.~ ". .~.tIIW ~.~w...:. The 'n,.., .."..~ or' ..,.""...... manqfaot""er 'hDlJld be . contaoted ""rv. tD Itny'q~/cIns,' TY38&1 . tIorQontal TY34&1 . Vertic.. ..."........, ... Approvala " .. 11' , UL'and C-UL U8ted.; ...r"%':~l,,~~b' 1 ;=:;'~~=A~~~~ ~~'~f''''''' tI(d\~UI) '.' ",' '.. ..... · : _,.It.t~~e~~~."'i. ")ii; ~ ~.'"...., ...... .,."'~tat' .~.t".~' .,....... .' .. . '..UAIIY. 2002 Cu8IDmet '.,.: (21~~1 (8QO)~12 FIx:(~~*'" . ..-.'..".'...'........... i.,., :,. .' _i.,i, """'", .' ..,' .'. .... . . " ,,' .:f..-. ...t ':.... .,.:.;. FIRI.hea Sprinkler: Refer to Table A Reoesaec:l ElCutchlon: WhIte Coated or Chrome Plated. (Other colors are MllltH on........) PhJ8Ica' CMrllCttrllllca Frame ... ."'.l.lronze ButIon ......... sn.tCbpper SeIII",A8~;. . '.... .... . . ~. .' ~ . .,~.~wrr.flont ==~~ ::::::"=:: VSW~r . ...~ . .. .. <::opper Paten.. U.S.A. Patent NU/11b8r 5,810,263 and UK Patent Number 2,347 ,624 may be appIl" to the Serle. TV-a Horizon- tal SlctewaIISprinkler. ~ i ~ I II: "6 ~ +- T'P1a1 (1-8.1) TFIt..a.. () .~ o .- The Serlee TY.B':~ =.: Installed In ~.WiIh ..... If1g InatrUctIOns:. '. NOTES" 00 not Insr.Ji any bulb type spriJJ'" " Ihe bulb Is ~or ""'._"'01 liquid f10m .. bulb. W1Ih tMsPtJnkJer . heM horizontally, a smtlll aIr'lM1bIe should be ",..."t.The ".".,,,,,01 the air bubble "'.pproJtn_ :f/I,1nch (1,6 mm),.,.... 113350FI5"'C"'o _..... Inch (2,4 mm) lor the 36mFI1srY; tempel'lltunf.lfIthtgs. A INk t1Qht 11211tch NPT spr/nJcfM'jOInt should be obtained with a torqUe of 7 to 14 ft.l"-.,(.S,5to 1S,0 Nm).,j'nJII)(/- mum of 2111.1bS. (28,5 Nm).<<,,1orqw may be ulllitHd _tall ~rJi*lMs wIIh 1/2 NPT connec:tItIM. H/(ItJer level. of torque may (llsfOlll the sprinkler Inlet with ~.._Icage or Imptlir. ment of the sprlnlder. Do not attempt to make-up for Insuffl. clent adjustment In the ,e",."." plate by uncter. or over~t/ghIfIIJftfg Ibe sprinkler. Readjust the position of the sprinkler fitting to .uit. The Serl... TY. =. B '. ::::a-. _. Ver- tical SIdewlIIt. mtIlIfOlin- stalled In aCCo WIth the follow. Ing instructions. Step 1. Horizontal sidewall sprinklers are to be Installed in the horizontal position with ~ centltiineof...... way PerPendI~a!!.. the.bactt wtII_. JI)d_... parallel to the ~. The.word .wr on the DeflectQf _to ... tpIlWarde the ceiUng. VertIcal stdewaH' apdflklers ...,'to be InataI*flnthe pendent or~ p0- sition with the arrow on theDlfteetor pointing awe,y from the wall. Step 2. WIth pipe thread 8881'"t. "P. piled to the pipe \tn. hand ~ the sprinkler into 1he .tn1t1er ttfing. Step 3. Tlgbten 1M sprinkIeF Into the sprinlcler flttJng ualh1~' the W-"fype 6 Sprinkler Wrenclt (FW. .~~. ~), except that an 8 or 10 inch adWttabIe Crescent wrench 18 to be used for wax coated sprlnkJera; WIth nJfereftce to Figure 1 or 2~the;W-1)'pe 8 Sprinkler WI'$nCh or.tfte O..-entwtench, .as applicable, Is to be 8lJ'P1i~ to the wrench flats. W"''$%. .....~.~... with the. ...~. ~. ..., . .:.~ additional CII8 ... fA" i to ptevent darn.. the w.- on 1I\e sprinkler waIlndl......, arms and, ~,,,,,of bitt ~ to 1h8 .~ _lrOn- ment. The jaws of .. wrench should o ....,..... WFlENCH ;'12" .. FlATS NPT 711"]'\ ~rl.'..: MAKE-IN 1.112"..... ' t38,1mm) ". 2-8N.. r STVl.E10 - -7=-.....'..... RECESSED r ;SURli\C. ESCllTCHEQN 2-718" DIA. (78,0 mrn) 1 .; Fnlme 2 - Button 3 . JlMIIne Allemtlly 4 - Bulb 5 - Compreealon Screw 8 - Deflector iI: .' * ..T~ ...... .........on "'ctor or:adjec:erIt to.~..at on... ** Pipe thread connectlon8 per ISO 7/1 can ~ provided on..,... reque8t . . . FIGURe 1 UCtI'AQTt)RSTANDARD RESPONSE SERIIES n'''~. "'DEWALL (TY3$61) SPRINKLERS be GpIMd s~ty,"'to pMs t1II8f the wrench'" ..,.... Ing the. wax COIftIrlg.\~'~ tightening the ~n~.~ jaweo1'" wrench are.... . to. blli~.., ...'. ~OJU8t~. taCt the ~_'(j"'_. Alter WtehChilght..-nno__ ~,~ooaen the wrench jaw. before removing the I!tiJ1ftCh. '.... .... ........ '. . Aft"'lnttall8fWi,'thj~ ~ flats and frame ajiri8 M"be ..111" ...... and..t."..,:, '..,. 1DUChed..... :u.., . 1J1f- ' Is expoMd, 'RJIT wr8f1dt.ftata... be tly applying a heated 118 Inch d*"eter steel rod to the arees of wax that have been damaged, to smooth It back over areas where bare metal Is exposed. NOTES Only r.touchlng ofllle wax coating ap- plied to the wttInch' "a" . and frame arms ,. petlnitNJd,and tIHI ~/ng ,. to bI ~only at lite. 1m. 01 the initial spr/nk/erln.taIIaIion. The .INI rod should be h~ only to the point at which It can bef1In to melt th. wax, and BPP*prIate precautions need to be fe., . when hamJllng the o o o TIP,t.1 ;~~ "~::..Jc" , . t.~ mOt)1\ "'"'~...'..'~OF' ,,,~c,:,;,;~~n T~;i\'..' ';' ~~l1~t~,~; I '.' 114- (8,4 nwn) . FIGURE 3 SE,.S TY'" RIICESUP HOIIIZ(JItIIrAL SlDSWALI-~KUR WITH~"" INCH r:=........",. SmE fOfllllCIISSED . corrosion I'88istant coating. 88 It may be affected by the c:01T'08I.ve concIItIons present. The owner Is responsible for the In- spection, testing, lII'1Cl maintenance of their fire proteCtIon .8y8t8m and de- vices In comrllance with this docu- ment, as wet 88 with the applk:able standards of the NatIonal Fire Protec- tion AssocIation (e.g.. NFPA 25), In addition to the stand8rds of any other authorities having juIt\sdictIon. The In- stalling contractor Or' sprinkler manu- facturer should be contlcted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection service. .....'.'01 .. .l+\ ~4....... W-TYPE.': '" .. trtM\tlJtavcH ',~;."'-' WRENCH RECESS t3 ~ PUSH WRENCH IN TO ENSURE ENGAGEMEHI' WITH SPRINKLER ~H1~~_, FlGlJIfE6 W-TYPE 7 RECESSED SPRINKLE" WllENQI 88BUrnt for.lt. ' any.Other 0;:,...... =. In OOAQeoIiOaWllh -"of. . . or perte of producta. fyco Flre,Prtductt shall not be .l'88pOfJBible for sprinkler SyeteM'delIICIIt ..... . e or Incomplete lnfolttlltiw.' by Buy<<or~ .' ..' .... .. ~~g....U...E.CT.VENT. s.. .....8.....E~.......'\......8......rv..........:......~......!F...IRJ.... .1'OFr&.. . . OR 'NIf.. .... fl. ,....... ~t. HE. , FOR flrfCf' ~~CT, SPECIAL OR CONS'EdliNTIAL DA...M A. G...E.S.'R.............5IN.G........: '.......NO T.' UUIT n TO .' . .' . '. . RE- ~. .... . '.. . ... . 1';Vco FfR~ ,UUCTS.. 1\8 1NJ'<>8MED ABOUT THE POSSlBIUTY OF lOCH DAMAGES, AND IN NQ,.eVENT SHALL TYCO FIRE PRODUC.... .1'8' LI- ABIliTY' exCEED AN AMOUNT EQUAL TO THE SALESPA":> .....,~..._VE Itr"" 1'riIIet:,., ''''11II8 \", . D""IJ n.__.r.IlI..~ I"',:r~.~"--" i ~. L...._...,.,'!fmnml~..OI' ..... "".,.,,,.,..rJlNrliiL__ ...".. ..".,.... ..... .. Opntllln _ _ ."", _ tJ/~... "". """"'''..-. . ...... c. ..... ...(--... .. ....."",.." .. WIll. 1_....,., III. '.....-...."""",., ""w. ,,"'. "-;" ..J; . Felltur. . ".,.."....111111' ,ifMiIj,..".,,,.,1II .....,."IrtJII. · ~,.,-..., -"JIIt...11 W'iJ" .... CC .. r ~ lll~tr it', iCa".".,...V ." .......c. "p, " ....., 1!1f@!f_...Cir",.,i'/ 1.)1."...,,,....... ~I,~,. ....... ."..Irm.. flJW_..ilJJ"''' ".. _"""'J1"""ll.Ii . I.... .,.- ~II_ '1'11IIIII ......",............ "..,.,1~J,1f1m tijij,."..lIItrllu,... "'. ,.~::==..~................, 111t11 '.' ..Jv.... -..tIJIlfttIwIt '-'*l """""'/If- .,Coalillp ""'1""""_ ""Ifn lItMIIedAm.-IItlMl .""''''''''''*''-"MAWWAClSB. . ........... .... .... - ".'.. . '.M.. . i.,......... ',,'. ,. ,."',' " IlL,., ute o o ButleJlyValve FIIIU.... ''''.,1_ Tyco Fire Products - WYlvdyco-grQCMld.com 451 North Cannon Avenue, Lantdale, Pennsylvania 19448 - USA Customer ServicelSales: Tel: (215) 362-07001 Fax: (215):3tN385 Technical Services: Tel: (BOO) 381-9312/ Fax: (~)7Q1-UOO' . " ' .' "" , 1 "" ,L"l HI! I providing uniform ~throughout I'.....,.......'...... a..' 8. nera,.... ." the. opening.. and. cIosIn.. .,0. operation ....of. th e, disc.. ," .', . . OIlIer, ~rs have non-lIllfonn Descrlllll'o'n COll1pl'lSSlon, which results In permanent " ".. .11" compression setand~lIPIIlIng of . the materlaIancI ~tnnt,of the seat. "_'-1" i 0111 .... 570, and 580 11III: 570 - 2W, 3","-,5",6".8". 10" and 12" 580-.2W. 3". "'.5".6", 8"; 10" and 12" 1III....."IIlIII.: Roure 570 . 175.~ (1.20,7 kPf) FltUre580 · 300 psi (2.~ kP.) ..... U1., FM.1nd ULe (IndQor$1CitQtoor., Rptea 570 and580Butterfty Valves 118 ...) Nott:lber -12" A_S80WPM speclftCllly 4Islgnldto proVide forefQcfent ,AWOYeC1 only. . conlrol of ta~ water ..,,...;. ' "I. .Ilf~""'" ~ The J:lgur..~70 Is d.'esIgrtect.. . tl to ope,.. 10 ~'d)1I1 ..rIIlJ....~r _tns up to and~ 175 pjl TM ........ " . " FIt- 580 is deslO..... to meet the Puwlle Iron In :accGrdallceWltlt InnsIrlO ~ure.ulrementa oUh.RreASIN'A163e.GradI:.... .12J ProtIctIon Industry. a lnIXImum ..... a ..... ^-"--=-w operating pressure'~'~ psi. Raw _be~'[! Vl"~IoJ!V'" from either direction. tnd the valveI may . Duf#e lronlnaccordanct_ postIIooed In any orientation. Thevalwure l\SNA~.. Brade ....12. fumI8hed Will or.. ends and can be ......... , easil'l adap\Id to flanged components &_ e.EPDM enClllf)SUl1tId rubber In . utIlIZIng ourflOUl17't ClUJ 150 .. _.. wIth.MTM 0-2000 =.J:==~ .......................... durability. TheFlouft570 and 580~~'-'" ............. .... Valves are provldedwlth 2 sets of~T ....1;teII: ~ S10 & 580) Supervisory SWItcheI for lilt Inoufltoor and T,...S~ SletI (2W - 8") Indoor appUcatlons.:'~ high strength Type1t-4Stllt1le Steel (10' -121 conventional stainless steel upper stem Is ..... .......... provided for dependability as compared to Figure 570: .~8111$(2W -'L . Iron upper stems provided by others. The Ty~ 17-4 StIlAIIIi _ (1<<' l' 12' surfaces at the upper stem and Iower.....1ttJI: , trunnion areas Incorporate a reduced flt.l.Itt ~..;.. ,. ' .. : dynamic tOl'qlt ind 1l)t1-compreS$lon set ,\IYf!1 '1~~""$tIIIC2M. -12"): dlnees::..........,.. ...tOr.~.. ...'.........~. rating torque and ......_..__0_ ... . !"....-'...~~i . .....,....1'...121.,... .......... . 1.. -....,.....11II.. 1n aClOfdanal_"""'1,UL. Ul.fC.' and FM requirements. ., ;l@<a>~ See Rrt Pn)tecUon Submittal Sheet for 9THIUrtl1th\g Md Uttlng . Approval ~n This Innovallvtfeature prevents eIastomerlc failure of thtflsc:uIatIon that Is commonty .... '.'WIth other manufacturers. This is ,accomplished by ,.4 " >: GI'OOV~~t. P~q.: fj" ...a '.' ]. .l~ r;t....on In piping ...., buttilrfJv .... sbould be located ..re _.tU beJ'lldJly accessible for opelJtlOR. InSlMlClionitnd maintenance. When a valve "Closes iIIrd".1t l1lIYlit'due to dtbfts lodged ;Ift._ ~...... "'lIs may be col1'Mt8d W~thtfJancttmeel anddoslnO'ItIOain. SMraltlmtJ If IlICISsary.Thtvalvelhou1d'nWer be forced ttJ seat" If/IPIftnga~ _ the handwhlel as It '. ...'dlstotttfii.MvI compon.nts or:" seallnfsuHaces. . - .,' ::'t:'. ,," "" " Before~"g,~ at .Vle....r, r8mOvetht'. ,r.met'" 1M cpf\nection., . .. ..p....."" .....rit pal1$ mu.at be Ob1alnecf~"maIIftcIu"", IlSUre proper.opl.. d.VIiVtlil * To pre"'I~l''bf1he 'litv1;1l1s ~ndId..~~be Installed w1ttVltgld_~..h as the Rgure sn or mCouPInq~"1f ftIkIble . couplings n' iIIedt.:..ItI....~may beneed4l4to 9rtV8Rt htatfOn. . IInIiIrIIt "'1_-' ;!.When Pi8CInoan oilier, Indicate the full product name. PlGsttpecIfY tiIe~,figuretlUAJber. .... seal. EPOM 'I:!.___ _f,' ~,;~ At" r ".,"'11 "'t--'f'tIIIng ~.............. J)f'OdueII~,IIl15tl ..,........U.S., Canada. and ~,.Ilfoagha network of dIStrIbu1Ioft centers. You may wrltl directly or call 215-362-0700 for the distributor nearest you. ~, Nit 15-3.0 CENTRAL ;' '1 "j !i t 3D'/51 3R ,I ",/:,)1 o o o Riser FIg.....,Jt'a_8f~_'13R _"I · NFPA 13 _...... Floor Cont... ,. HI_.... _......"...'1.......... . ..+ .." " . ,,', .... ~'~ ',' .' . '.'. . .... · NFPA 1.1_8,___ Tyco Fire Products - www.tyco-gl'OOYed.com,. . " 451 NorthCfan.. non~.~enue.... I~.. '__. ..,.P,"",... ~.18~.~,U8A CUltom.,~T~(,.5) *:-OIOC121..,~ TechnlcalServlcea: Tet (..,.1.93..~L,lJit!4$lO lS',: If '~'- -, 'J;' .~: ~~~:..;:.............. ~'." ~Jo elther~OIf1tI!oI'- .'. '. iW" V8IvIJf~1'he~ _dedicated. ,.... ' fIc:rN SWItch'designed for tt.e manlfalds ......... 513 (commercial) * been tested .nd Listed for uaein 51,30 .(re~tl-,) ttlIs apecIftc conftguratIonbY"!1SDI513R(restiJ8ntlaJ) ~==='OfCan.da" "~~!orGrOOVed Brief FactofyNutual. ","fr.iYf.t,~'. 3", 4' and 6" , ......... ul, FM. and ULe InataIIaUon Is 81mpllfied with one ......... conwi'IIent taD-out tor... 1- .nd W.- ................. 175 psi ~..and 111z.'groqved versions..... ~.......' P~I~i ......one take-out f~ the 2" ~, 0....... ............. by gn:lOYed and. the grOoyed sizes PffS$UC8..._f VahtI.Q,{"-'III"'. 7) 2" . 4r. ' . . .... , ' 1laeRllir M8nIfokf Is IlPproved for l",tfJ8tIon lri.... the horizontal or ...~, poIItItJr.l. The Option., relief .lvelll8mbly "...... for ~t!ons which require rWIef valves on gttctded systems. Ri..FMenIfoId8 for use In Canada only ..~ wIIh,.lV,,-FIow $witch , tNtt has . Tamp.d._mounted fn8Idefor cover'~ detectIcIn. General Oescriptien Iii.\L tii.P\ See AI'I... Protection \!Y ~ ~ Submittal SJIItt lor ~ . "'SSlllt I'IlInD IIld UstIng Illd_MU'-l'l1tatIbn The Figure 513. 518D1513RRller Manlfoldpro~.. aU of the ICOI!NlIOry equipment for al18ar 1n8 .~4 8S8811\bly. The ~lIIb111ty of ~ Rleer Mantfoklln d~~uratlona . .1Iows cost effectM riIer InataIIatIon1n commerc:i-' (NFPA i13).~ high riHI requiring fIoor'COI'droI ....mb11e8, .nd reeldentl8I systems (NFPA 13Qlt~ Grooved Plplng'PNducta r I : No. 28-1.0 o o o. Fig"". 3 11,4" Threaded Commercial Riser, ~lfoId~~~re 513 For optional pressure refhtt valVt;WfllIUI.fQ.(paga7) Ap,roxlmate Trimmed Weight - 11.2 Ibs. (5.1 Kg.) The width oflle Riser Manifold Is IqIproxlmattly;3W. Note: Items 16 & 17 are used on MarlWoids for l$8 In Canada Only.' 12.50 [317.5) 14.31 (385.31 11.25 (285.8) 1.13 128.7) Mate x Male BodyQptlon 4, ;";X' figures 2 and 3 - BUI of MatertaI 1W Threaded Resldenllaf_~'RlSlt etall No. 1 2 3 4 5 6 7 7a 8 9 1 11 . 12 13 14 15 16 17 3 0'.. / o o Figure 6 2", 21,i", 3", 4", and15" Grooved Commercial Riser Manifold. Figure 513 . For optional pressure relief valve, see Figure 10 (page 7) Size Inches 2 21/2 3 4 6 .. .~ma~~~ ... 13" Is tile tIkhut for .. sial 2" tIIrougll 6' Nolt: Va_ altown In pareilthlsll 811 In millimeters Note: Items 16 & 17 are used on Manifolds for use In Canada Only. 5 o " .}"",J (~ j :;::',:~ " '~"\_L::t OptlonafVlIve .' : :: G~ Cqmmta:lal T.~ figure 51a '~r ~:!; ~ - - " "', -- 'J' ;:.;.- I ~~:i" Relief ValveJa factoty SRat 175pS1,(nORadJustabfe). Note: If the OtJtlonatjJressure tefiefkitls deslre~.f9r,ftg..r~3 altd 4, an outIet"Ol1 the f1Ser must b&JnWtded, and the:~~d material between.thI'l1ser and.._ manifold w111.tt.SUllPliecf and fabricated by ~..lnstaIte(, ' o M . Male H.P.T. F.. Female N.P.T. G II Grooved Connection n l' l' 1~" 1W 1W 1W 1~' 1W 1W 1W 1W 1W ,2' Size Agure 5130, F x F UL. FM) 51 I F x F rULC) 51 ~13R, F x M fUL, FM) 51 1513 1M x M [uL. FM) 51 1513 .Fx MULe) 51.13 [If ~ M UW) 5~" Orlflct UL, fM) ..!!Il ~T. ortIIcIfUL. FM) ,511. x.WTISt Orifice ULCr 51!'. M lC I Test Orlftcl (ULCf 511; K t reat OrIfIce 'UL;fMf 513. x Test Orlfk:t (ULe) I 5131l 1 . lh 6 (UL. FM) J ~t'rTl. Part NufJ1ber Size FIgure 4067 5130151 M x 6 (ULC) 4_ ,GxG UL,FMY 4057 5110 ~ . Gx 6 um 405Il 2 13. X 6, W Test Orifice (UI., FM) 4088 ~ 3, x G.1oi.TIIt Orifice ULe) :L~~;':~ ~ ;~: '.' ~""i;;:: l"T." JItW 4087 5f3. x , ,0" est Ontlce Ut, M) 4058G 513; x ,West Orifice rULC 4OI7G 513. x G, W eat Orifice UL, Ml I - I 7 I 511; .6, WT"'~ lULCI Part Number 4G94 4059 4093 4060 ~a: , ""2 4065 4095 4066 I ,996 I I CENTRAl ' "., "' "11 " '!> > <j ,~ )Ii) , b'~ ,,,",I .,,) ,,+ ' ~ OF.... .... Che8k .... Tyco Fire Products - www.~.com 451 North Cannon Avenue.l.8nadele. Penntylvanla 190W6 - USA Customer ServIce1SIIIs: Tel; (215) 362~OOU:~{a~ ~ taa T~,~T~(800)381-.121F8JC(800)7t1=r .'. ' B 18' . n, I --.:tULi""';and-.c;"'iFII . ....... ....................'.......'. '...'....... .... ...... '" . era.... .......... ........ ................,......... ....'... ..D.... .........u..'..~.'..i.....'.... ..........-' _.~ .....'...__ ,~..~ ina.~ .. '. . . ~t......... .. ...~.,ptton ~....'~ ' ...... i' .' '. '1s1;.,...'..~.'...;G ~.,~.L.~..... to ~.=......' ~....T.....,'.'~~.;,. . ',' ............ ..... .... Will'. ,. .. . ...... . .... I- Pr~=~~...t o 1L' aM . ". ...... ProtIIctIon \!Y~~.. .. . -- ',' far FM ." ......'-" ....... '. FigUf16~ FlilPI~~.1t't fumlshld _~_... C8I1lt. ==~I:rJ:_ 150Ranoes......... .... .......i--=.rr: adapIIrslftd _,,..... aoo '\ Adapttn. AI..... _ Chetk v.tuoiI>'_. been dlslgnldWllf; NmovI6II'~fOr ease of field..... l11ey may be Installed In '-"0'" orVl~ plptng systems. A Maintenance Chick \fIIve KIt Is available to. allow the maintenance pl'DCldUf1 of bacldlushlng through ~ fIrlcJepar.tment connection without rIfncMno tie FUie 590F.. Check Valve from the pipe line. o ....,.......,~.. ,- . . -" ,';',,:,,'.-' " .,' - ,,' '," , ':'via> ..... ., . .... __ me, 3". ~'iS-' .. JI'Id 8" r~r. J ." f'~ U'IL,IJ" 3OO,-a .~.t:Da.1 ...... . t4JllllllP'. 'tilt:. ". rv'iW"fj '1IOtIIf~" '. ' 100%".. (4137 kPa) - SlIt and ShII~ _. requlf1l1llnts of MSS SP-71 , Ul. Ule and FM j J ThiiOWn<<'Iai...,..__ fI)f the ~lU.ll11i ..cr.__.nce of "..-~....-~ Ift~~_..:........ "~",''''''''A!ejPtalectlon ~~,cNFPA2B), .~ to1h.U.....__~..ng ~~ SM..h_.,.... or product~.~ c:ontact8d.... to*VquMtIona. Any ImpiIInnent"bei"M6dI.~ corr8ded. . . . It Is recommended that autl:lmatlc "PrI"'~ be,lnI~,~, Jand~ #/J'1a9J8llfied.lnspectlon ServIce. m=iv Products manufactut<<l by Tyco Fire Products .... warranted talIIy 10 the original Buyer for ttn (10) ,..,.. .ftIt, defedlln meteriIlI and wodaftanIhIp ; - ... when pald for end property Intt8Ied ants . malnt8lned under norrnaI UI8 and I..,. G8 11 ,.f Grao..,i~' ~,..~. . .... ..~ .~ ..' . ......!,..q.., MMce. This ~.WIt~.tea (10) years from date or"hipmentbY "yea Fire Products. NG WlrrantY Is GIven for proctl,Jds or components manufactured bY.companles not _teet by ~.'_ ....WIth Tyco Fire Producta or**~ and ~...,.... beIIIn.-ject 10 mIau8e, Irnpropff InlItaII8IIont, ton'OIIon, 01' 't\ftchbM nOt ~ Installed, l11IIIrUInIIIf. ~ 01' repelAtd In ~WItI)."'e Standarda of the .NItiaAaI Fire ' ProtectlonAteocla1fOn(NFPA), endIor , the ~ of any.....AuthorItIas HavIng Jwlldlctlon. MlIterIeIa faund by Tyco Fire ~..defecttve thall be either ~or~. etTyco Fire ~'~.......~_ Produl;II ~...--. nor' authorfMa q~lo......,-It. any"~in~. the "'fI ,.~ar.parta fJI t.. ..' procIucta. Tyci~~.1I not be r8IPORIIbIe fOr....... aY*n __8ITOl'I or inIccIIrate or Incomplete 1nfonnIIIon aupplle4 by 1k.IlJ8f..~ ....nI8Itva IN NO E'iENTSMAttTYCO~: P~8..L!MLE.IN '.' . C()NlRACT,tORT. STRICT 'LIA8lU1Y.oRU~ AAY ~ L"~, 110ft IHCIOINTAL. INDIIEetTtJPECIAL OR . CON8EQU~to.w:7~ . INClUDING it1r HOT LT() ~OR~RE~. OF~"'~1=_.. . P~WM"~RMq~UT THE POSstlS'lqTYU= SUCH;,. DAMAGE8.At$.... NO evqT SHALL TYco$1Ri PR~'; JJABJUTY AN," .. E~10' I I No~"14-2.0 Ii or. ~TOMA~I~RAI~ (BALL MODEL F789' . . .'. . ." . ,";".,:.- :~~j~:' ':< The Model F789 Automatic Dr.f!t'r~ Valve (Ref. Figure A), is designed to : automatically drain off water from fit. [;" protection equipment supply COM",~~ tions that are to be maintained nor- mally dry. It is used to provide a visual indication of leakage past a check valve and/or automatically drain Off condensate in applications such as . fire departm.nt pumper COM~ to automa:ic sprinkler systtma.' - fire pump f1OWtMt.r'or ~$' valve headers, and . . dry standpip.s. The F789 Is in'laI~d ~ and uti- lized with an open.fn. '.1/2 InC:h NPT male Inletpt'.t"Cfir!Ctcoonec~ tion to the low pomt,t4;) be dt1IIntd. o ','" .. .,',' The Model "789 ~matlc Drain Valve is listed by Undfl*riters labora- tories Inc. and approved by the Fa.c- tory Mutual Research' Corporation. The Model F789 Automatic Drain Valve is approved by the New York City Board of Standards and Appeals under Calendar Number 23.~. Z~.SA. . WARNING The Model F189Alititomatic Droin \a!L'e dcscribed IN,.;", m,. hitr- slalit:d and mai1tlain~incoi8plicnc, ldth thi, docunu:nt,'.$ u..tlNtultlt. tho: apJ,Ucable.talc4i/rdll oflA,l\-a- tio/lal Firt P/~ltcJiOIt~"" ion, in add ili0/1 to lAc.ttUJdirrds o. '. oUat,. CUI t Izori tie, 'Iz ClI."'nfJIlrJ,,dfd!fH.t,'4U- UN tt) el,) so ITIQy tit"''''' thil'Ittte.l'ity of llzi:; dct'i,..:. 'fir.' Olt'lter is I'o:spf)luiblo:,* Main. taillillg tlcei,. /i,..: prol.:di" ",t,Ult Cltld d.:l'ic':ll ill proper olJtJralita, Con. (1. .,>11. Tit.., in'tlalling ft~lor 0,. ...... lIfUt'tll1w .o;llI~~,i<lb':'"J)tLl..l<<l M- _ i., tel tlllY '/".'$IWII$, PlIllt.H1 ill U S ^ 9.!):! ~1 ~ 1'( 11.. INLET BODY BALL ~,t. ?" .....RING . I\.EEO OItIFICE (TWO) f1QUMA MODI".Fl"~ Ali1'OMAlIC DRAIN VALVE 'f!fNMod.I F7ag au~t!~ Orin v.aive isratetf fCI"ust at ...rT\iximu.... ..tvfc. pr,ssur. of1~S...t. h.fl6wl.thru de- siQl' Rermit=-it k:I bl.MUUcalJymounted &',ectIy Into the JC)W point of the con- nection to be drained. The F789 ur. i1i~.e:':e:tri. ng 10,.,. de.d ba. II mechanisnwom. ....1h.....v.CJptt\ under normal conditloM. As tlt tn,..Js, preasurizM,.ttte -8aIt Is au.a~ '"'" fOl'Ced downward and. the i\(atve t.'s ctosecl at ap"ssur. ofa.pptOWi'I'Ult.1y , 7 psi. In the closed condition, a limit.d amount of weter contintl.s to flow out through the two Blaed Orifices' (1 to 2 GPM at 100 si. 0 '. -'. Valve be' installed with a. non-harden- ing ._flont based pi,. thread s.alant. . An automatic drain Valv.;~ 'to be 10- catadat &he low ~il'lt'of..~ trapped sectiOn of piping itb.lt .,.tc>.b. kept =':~~s d~'p:JAa~=:~~~: \'tded. "t iSr8c~;nm'nded that Model F789 Automatic Drain Valve Installations be inspected monthly, or more frequently as may be nee.ss in . lications , tinu- Valve tructed ~... ... .'. ..lttMe valve rtlust be rtmove9 fDrinipeetion, only wrench 01'1 the Inlet. Each automat.icidrain 'l*'ve should ...0.. "cheeked fQrpl'operdrainage wMn."er the ass.ciatecf' fit. protec. tion..equipl1lentsupjly cqf)neotion is flo.~(ptes$ure,)~.l"'. 'NOTE : N041t,mpt 411to be ModdOdi,a$8tn!. <J;"dIU.oltd..eJ.M.R ...... F189 AMontatac i Drain \all.'f.'. Rlplace an.Y WalL" that ha, bt:1.'ome clogged with do!pDsit,. It is recommended that automatic sprin~r .ysI.ms be inspecled q':!ar- teny by a qualified Inspection ServIce. The Body of the F789 Is bi1ihu per ASTM B584 (C83~OdtC8__ltI\d the Inlet is. .s.tee' .per .ASTQ"iA120 (thteaded . per, A.NSI StandBfd 81.20.1)... TtieS"aU is Type 440istain- less steel or bruS(alloYC2GOOGper ASTM B~34), and tI1e. $pring.,,1b,ryl_. li\(ftteoppet.per ASTMI191"tC' fD). The Model F789 Automatic Drain Valve is 10 be instaH~ vertically with Ihe arrow on the Body pointing dlrecUy downward. II is recommended that the 10425 o o n '- TGI JoUtI'rrull Courulttrul$ ~ for reco~~1J..poiDt. o o o Wood Side....r - Self dri1ling &. se1f-lapping into Wood.S !~.; :": ":'Ii \~ SHB1 /5,0 12.:S032 2~99 o CPUC o o ",'"." .... .'-'.. .... -.- ", ':, -".,','-'.," .,>. -'.".; Head Set™ MOlil~,.~ No Block™ Hangtr,: - MInI.lf1Ictured'f9r: Centra." I~. . ..' ....cCam.. pan. 'i 451 NOfth'CennonA...,..~';P8np The Centnilt ModelSHB1 Hanger ind the BIaDMaater Block Hanger offer rwoI saving InatsIlatIon methoda for 1he . hanging ofBt.teM...... CPVC p1pt ancI for proper ~t of the Iprtnkler heed ilMOta theClellMf.tl .........r. The SHBI.'- ~WIbI,~of the ~ *"_I.....1he1tteeci for ~~,y...,...1he appropriate seiTatIon on the depth tab with the bottom of th, celUng JoJat. the Installer. II assured .c:W' the ~ II!l(j unlforl1t'llnlsft to the 1prInkIIt. held' loCatJonb81ngpoelllOftid fft'1he ce1IIng. Due to the unique design of the SHe I. "bIocIdng" Is not required to offset the centerline of pIpilg to accomodate the sprlnlder eecutcheon from the lIde of the joist . ". .; .'. '.' The No Block .......r CPVC Hanger Is a IImple ~.atra,p for hlll1lMlJBlaZeMHterCPVell1lWt. WIth the No Block Hangers. there II no longer the need to Install ".blockIng" to .otIIet piping from waH studs or the,. eftoor or celHng Joists. i;,,,~2. S018, S020. .;.?~...............". ,..,:~ j ~:utlfltect for BlazeMaster CPVC Comptles WIh ~Ioadrequ~of H~Ptct3 (1_e4lt1O~1 .' ~:. SHBnG....iAkrnlnum K1Red DrawIng Quality Ste8l~ i 20 G8uGe' 2 ~~:.W to()8.,1p10: Roll J;if-PiIl;. ~ ~:2!>~~ . Weight: SHB1 H~R~._ .2627,~. 0ffMf:~ . '/4" S012 1" S018 '11/4" 8028 ~~~5I! .. , ';"i,' .0850 lb.. .0914 lb. ..98 lb. 1r' tr,'.i.D96lb. ~~ t . {tS7 I>>. ~," ;~ i'li _,..~_:~:..,,4W_:JOlst (DeaIanecI for.... "."lUIl.,. "West'Coast" style CPVC Sprinkler H..d Adapter) ....., - PI_III em: br8cIItt ...,. vertical wood surface stap 2 - Set depth of brackets U8~ggraduated marldngs on bracket depth tab. . Desired Locatloo ,.,.yPMth'~. Joist. (Sea Matrix on page fordetennlnlng'. .~jUs'~)" .>fhlply~ hP:Id position on , "'~I'!!/':\ .I:" '. ' ,., 'i '.' i<! .' "". &tep3 - .~,..tncklltto~d8Ulfaoe-using the .two"hex head1:ap screws provided. (#10 )l't~ .."") No.: tnstaI two screwt. ...howri beloW: - ~'No. t 8-2.0 o SH"1~~""""SJ8r 0.175 TYP -r....... 0.7.' t '1 o o 3 2.713.~ u=:.. .,~]~ ~113 _~'W) ~J2~' ';:;.. The .,.HII ~lush Anchor ~ HDI-L ~i Carbon ....., Imllld& ...... ........ UItIm8te LOIdI _~"'I.~. Item BIt AncIa' nu.t 1'IRIcI ..pst.... . .pIt. ,<,,: '.. Number Description ilia LengtIt UnIIh ,lilt r..Ion (III) .. (Ill) T.... (lit) - (It) 00247818 HDI-L 1/4" 318" 1" 7111"' 114" 2270 2500 570 625 10012400 00247817 HOI-L 318" 1/2" 1-9116" 518" 318" ....eo 5000 1115 1250 50/1200 00247816 HDI-L 1/2" 518" 2" 11/16" 1/2" n40 7150 1785 1940 501800 ?f))1 AnchorS '~n Steel ;~,. ......... Item BIt un.... Number, Description dII 00045752 HOI1/4" 318" 00045753 H018I8" 112" 1-9116. 00045754 HDI1J2" 518" 2" 00243262 HOI 5/8" 27132" 2-9116. 00243261 HOI 3/4" 1" ~3118. ....... ..... .. 114" "'" 112" SIr. 31~" .... LIIda _jilt e.....' . ........). ... (lit) 1270 2500 4460 5000 n40 8500 11885 13000 1t260 20000 ....... WalIdng ... _ pet ctncNtI' TtnIIDn (JIll .... (III) 570 625 1115 1250 1785 2125 2920 3250 4085 5000 u .2~. QuantIty Box/Ctn 100i2400 5011200 501600 25/1 00 25/1 00 HDI-P Anchors (............. PM 9........tifl 0..... PoII-"'klllllnl. (Carbon Steel) EnIbId & = ..... ... ..... LINJIl. .. 3I8~. 3t8" Bit dIa 1/2" DescrIptIon HDI-P 318M ~__LOIdI -... ..... ......., .._ (lit. 1800 3800 H8IIaw Core' 2100 I 4000 AIle III', Waddrig ... ~'pII.~ .' ......... ..... (II) SIlO 80CJ Hallow Corea 420 1800 'See HHfJ's Product T~ GtJkJf b' ClJtnP/ffe /JIIffJnrwa dill. A .tIf8f)' Iir:IDr IJI " ill.,."..,. ""'*1 fI'Jr IJIItJ wlltllIIdItn of IIIiI "". 'A safely f8ctDr of 5 " ~ I'It:t1INIIJrIded for /lie WItIItJI:hots at.... L11III"'~Nwt ".,,,,,, "" ~ lot '11_ fVI ~...'.."....'. '1!J 'au- ROD l\TT!\CHMEN .' Fig.13~~ht\Ntth."~. Fig. 135E: Straight Less Srght-Hole Fig. 135R: Reducing Size Range: W througlf~. Material: Carbon steeI....Y.i, F1nlsh: Rg.135:P~FJg.135E and Rg.1SS!!M"1zed Service: For con~ rodS to accommodllW;fJP to l' diameter and supp~tIP to 5.900 pounds. Ordering: Sp~fbd size, flgure number and name. Size"R~la': W through l' Matertai: MaIttabIe IrOa Finish: Plain or Galvanized Service: For connectIrtg rod lIngths'l8hinllmitatlon. Approvlls: Ul, fM ud tile Apc)~(SIza 'It- '1.,. Featur8l: · A\'IIIabIe In -ucino .s. · Provides visuaUnspection of tInad IflIIOImenli · Uniform strength: good appearance. Ordering: Specify rod tapping size, 'figure number and name. Fumlshed wJth right-hand UNC threads only. ~ . "'9,. { r ! J!~ t.1 @l o Fig. 131: StraiGht Fig. 136R: Red\ICing n PH- .4 ~'""'. ~"~ " "~'.' . . . ., .. . .~. ... .... Rod Coupling . Lo'~II,~.) .w.lgb~. ~~)!'~.. "') Max Load Wa1....t D L Va Ifa 'VII 1'/4 Rod Coupling Fig. 138, 131ft: .~(Iba) · W.tghta (Ibs) .;Olmenslons (In) -Rod Max 81M A Load Weight L o ~.?<.":';l. ~- , .~ ~ .. At. 138 11. 230 0.06 111, 1/1 1/, 730 0.10 111, 'V,. 'It 1.350 0,20 2'1,. 11/,. IA 2,160 0.33 2'1t W. 1/. 3.230 0.44 2'" 1'1. 7" 4,480 0.91 21/11 W. 1 5.900 i94 211I )<1'1/,., . Red~ng: Fig. 136R 1ft xV. 230 0.10 1'" :11".. 'it x 1/. 730 0.21 211, 2'" ,or..' "". ..... ". ',' "". ... fi'..'~ 8. Ringe: Sl4.througll~4. MllIrI.t: Carbon steel "...0: PlaIn, ~~ ~."t ..' ...' Slmce: Forsuppol1 Of ~ ........~ast Il'OIlplpt or cendUlt. TIlls product Is aoHhIended for... with hanger rods. Forthls appllcatlon refer to Fig. 40 Riser ClamP. PlOt PtH3. Maximum Temperature: Plain 650. F. G" Approvals: Compiles wlthFederal S1lecIfIcation A WW-H-17t-f {TyI1f ')and MSS-SP-69 (Type 8). UL and ULC Approved (SIzes 11Jz" - 8j. Installatlan: Clamp Is fitted and bo1ted prefMbIy . welded lugs on st8eI pipe. Bolt torques sItouIdbe (see page PH-212). Clamp I. designed for....... must be considered in sIZInG the rlser lot.. Ordering: Sptclfy,plpj., figure number. name :;.,.n . a;, (+) I ,I (t)n; .,;: ~.:r- J L B 87/a 2'11 ,Va '^ 3'1a 1Yt ;3Y.Jj 2 tv. 2~ 11'1. 4f1. 3 11'/a 5'1a a'lt '127/a _Va , .c 7 1,\ 3it 130/'- . Va 5 8 ;4;0 1.c'l. 8 8 1.8 18VI 12 10. U.1 2011. 13'1. a/a ~..S I/a 12 22'1. 153/4 14 1 ~7 24 17V. 18 3..4 26 18'/4 18 2..'00 '33.' 21 21'1. 'I. 'I. 20 3$.0 30 23'14 24 3.200 8..0 .''1. .:30 o t o PH - 32 EnCInHrtnIlpecIftoatlons aodel.baUbe~'I1~""'''OSY2' is.. aw~.!fiI\' .' ....5 QS'n"_~'.~" ~ ~, uperv ot'l.. .,..~ ...,." "'1.,., .' "'-' ," ,'" . ., ..... .,. ; ch..va1.. ve...,..d......~... ,,~ted;'.... ... .... '~..............'.... aadIot.... .....J .... ..'Iier"eia....,SW. ..itcha.man '....'..."'.....'.'tt............. 10.. ....'jll. 1lO~ ", ..... '.eWith the llO~~~ oftHi -ftl~~i~ adj~ to ~ withiD twO .,,:v~~;,~:ftCoo.trot or When the .....1ItoWd1lO more f:tari.~'.6f.~.~ ~. !r~IQ.t' .........,........rr1. in ..... .."..i_ <:aIt'lI1etii.t~~., . . '."'!.lJJ. . coadui1:aa4 mcorporare the l1eces- sarr facllilietl>r attaclua*td'~'.e. A~:" .' ...,~~n is provided. The Iwitch..aembly '. ude two switcl1es eacl1 with a rated' capacit)" of 10 An:1P.1.l$7%~C &ad 2..5 Amp . 24VDC. ~,'t . mper- resistant SCNWI for whic:b a secudty ..Ch will'be ~ with each .witcb.TbeQ$Y;I; . Laboratories listed for indoor or oUtlloor 'use.' n.e OS'Yi./i1!ll be Factory Mu:' '. .. .,,\ ..\ 'l:1: Sta...,.....,atlons OOSYZ _U..'14 ...............01' .......1IlClUlI'IIIO NMIONI: ~~. ...c~,~ Oper_:T~. b'I&e $2-1' to uo-r (O"C to 4t"Cl Not.: T....0SV2 WID..... from -4 , " (....-c.'4t1IlOt:-- Ufo daea n<<i laR ~..~.,~~c....'~ 1Nl......~ UI.~J__ fllEMA 3I\,iWMn mounted with t.. eMf """"''lwltcll ~'w*, VlC model \"QIlItlaMl1fw Ul.llIlKteI, JIlII't no. 8*7000 ;N: 't:" ....... C,......_1~1.. ;. 'lJ :~-~ ~ :~ili,-- ,...,....-- ,~~:,.... ,,,.. lliIlIlll ~lr'.! If Cont_ R8tInp Two... of $PDT (Form Cl 10.0 A . 12S/25OV AC 2.5. 8/121'aV DC Ov..... 8w~tJ~ PI.'H II 311~ II W4"D (14.lIcm II 8.tom x 8.2cml 8r__ ..... 22(."lfl!."/.y ll'"D {5.70ftlII 17.:1Ipn 1;2.littnl .............~ ,i 2~" (1.7 eml ShIllPllC Wef&M Uk (1.3 IcJl Conduit ItCrria One IInIJe ~OIMIn for 1/1" oo~lt 0,.............. Madel Number; 01\'2, 0IY2I\ PIlt tIllnb1r OSIMK _TOOO S07....XX W1f1N Hl!XW" ",,,. "";;~l' .' ~' ..' .; . ~ {~:,i: '.~_I!>>'\'l't.. .... ~~"'." . .~l'i''''''''''=C."""",~....; ",): <,'4 '.' \, t". . ::': ':~;:L~ ;~\ :";.Y,:-:_::' 'r _"~;'::;J , , '( r"-' C4Wer'~, Tim" _.. for R.,r-H~. .... ~)~~,~..~.. .......,'f .....'~ '........Ifif~):t "''''AYtnue t:__."'"", at. ctarI..ILI0174 '1: 105.812.m1 O PII: 1OO/1ENIOR2 ....~__ . ~/ FtII......87H4H b: .~~_, Fx: '-":1_. ~l ,',' \j ,,~ .,'~- ! tt=IlitClllllllll " '" ...... ht.......' ...... 'In..f .. jlil!lwr lUll " ."......... ........ ,- , _...,__'" ': .i,I___~:: ,. , .~iI~~~~, 'll'''''"'''''''.''''.- Qa t~1:';;'-'~:'ljI!'ff~;'>-'; A~~,"".:- '\iF~"~:' ", -'\':,",' i "'".v>-." ,,' - -" "-"""":1"- " !\,~ ~:;-',>;, , ~!:' i . ~ L', ~, ~A, r 11'. , ;". .~> ~~ < ,~ ;' .J: .-.. ! ......'.- ,'.....,, 'flIiIi!'" . '",', ,.;U " '." D'........~M 71.x.2700 M '.124: '. '1;. . . "",. ,"",,' 1IlIllllII'__ '--. The"""*,, __ the ,... liD 0.... praG.Iot ........ wtthet4 nIIlloe. AQ&.01I6(J07 08/02'11001 o 'P'POITER \l:I The Symbol of Prr1tect/on o JWQ. 1t02-30 I~nt .....i.r...... There are 12 paddlea fur..' .~.:. ~''''''''Y 1tFl.CIN TA;It: StAIANT nllhed with each unit. One to!' 10 IoMl.& _ _Yo 30 lIlT US[ NIt 0TMEll each _ oIlh1'Hi:felf....... or MI: or I.l8IICNIT OR StAIANT. plastic TEE .. cIeIillIbecI In fig. 2. Thee. pMdJea have _. RETNID SETTINCS (II SEC.) l'8iIed Ietterlng that Ihowa \he 0 A I C 0 E pipe IIze and type of TEE that 0 10-25 20-40 35-115 ...." 110-10 they lII'8 to be uted with. The ptOper peddle mull be und. The peddII muIt .. 'pIOJWty atta4;hed (a,e. "'no) and the ICI'8W that hoIda \he ,. die mull be aecanly tlght~ ened. FOR SMALL PIPE . VSR.sF VANE TYPE WATERFLOW AlARM SWITCH WITH RETARD FIG. 2 II \ "[ J II Saw ..................... Cala mull be Illtlien lID ~prIent tie ...... -;!lie"" CII........on ....... no ~. ~.Ineerta. ot~ ..penIIIIId. ....._~ ...I..........4It...IiIliItt..... ... . ... . ...... ~ TIlt ..... .....1lOIIllm Of.. tie IhOuId haw... ~.~.; I.iII"fIlllOllII.ClQITH 'ItIlIIIlID __ .... .- CYS. I'lIl; .' eN: fflA "i 1'h'- NIl. HIA 2 1/2- NIl. A ~ DIlC. 17"..a ,- . l' . ,- 2 1/"" I 1/4' . , 1/10-. ,- 2 7/"" , 1/2" . , '/2-. 1- 2 111'" 2. . 2- d- .3 !I"- ~ 1/4" 2 7/11" 2 1/10. 2 !II,- FIG. 3 Svm~~&CnoN8CLAMPINGPLATETERMtNAL ~'... / -. "zw . 'I~ ....................... . ." ...;~i\lDln8Ulatld...... ora ......Conrsuctor.8~ I'I9t be ~.around ....~.......?....~.. and. ..........................>con.. ~. .fhiI.~.m~... ..... ,~, ~ ......,~,o11he.connectIon fn the ....t ..ttjJ.~ ~I"~ hmundit.1hetemUneJ. ':. ..~..;...;.>"., '0',' .:~; .. ',", ",,: "".' .. .... ..; .- ','.: ":" '.~t ", .:~ ~~:...:.'...i . ,'d ..... L DUe to the Pos8BJty d "'Intended dflchargeaCllllllilkl'bp pnISIure surges, tripped ..aJi or ShOd' retard times, "'erftow llWitches thIt are monlto~ wet.pp.I,Prin" ~ ....... not_ ulld II the 801e In~ device to discharge AF~, deluge, or chernfcl8t 8UplJt~. ~MI. , '. .... ". ..." .' .'. ''< .; .' . '>' .>.' .... .... 'f i~[(L . '. .''''' .,. , '. '" .' ..' om ! PRINTED IN USA ". '. ""Mk1'.IIIOOOO3.RE\fX PAOI20F2 MFG. tIS4OO8C2 -12101 . FIG. 4 ',,',.1. TYPICAL~NKTIONS ~&.-=:- COlI. - 011'-- j CUlIl 011__ --c}:J...c. S__ OOlICE 1NO_~dft.~ _ . -uY:;:j.. '. "~:o. ".0. *-Co..... --"tta: _ COM. '- CI'I. .. OIIlCUllE 011 '. 10 AllYL GIlMIIll. - ~ '. ~lIN - ".0. ..^N.C. '.. 1Cl,llllIITlIUl .. '1711-15 mo_ _ AC1IGOI COM. O~ 0.. y-. .., ClJlt( ON AI.MU' '.......... MoO. 4N.t. o N01II: 1. The model VSR-SF h8a two awIklttM. one can be uaed to 0Jl4PIte . 'centrtlttatlliln~ ~OI: ,..,...~ Ing.~+.... other.'- uaea.to .... . focal .. dIbIa or v1sua1_unctator. 2. For IUpervIeed .. 'Swltch Termln . . t1ona" drawing note (Fig. 3). FIG.S , To "~0Y8knockc>>.U: Place ~ 'at edge Or ,knock- outs,. not In the center~ NOTE: .All CAUTION8 and WARNItf. . GS ..1den&Ifted.. by. ........ . All.... ...... prlrUd. .In. bold capital. letters. . A WNINING: PLEASE READ TIEIE sPaCFlCA.11CN ANDtN8fAI.LATION ... ... ~y ~ SPECIFYING ORAPPLYlNGlHlS PRODUCT. IWI..URI!TOCOMPLV'.....NrtCJFlMIIt .... ..... ...... '" .' . "AN WARNINGSCOULD~~~,..~_....~....Of'1MESE," ~:U~-'llClII,- COULD__!~.~~ AND SSUOUSINJURV OR \....d:'net'Il1 Notea: .. . . Strobes are designed to flash at 1 flash"rMCQr1dmlRfm.umCl\W~I~ Voltal*,Rangti..NotethatNpp~72 specifies a flash rate of 1 to 2 flashes per se~.d ADA Guldel... iIIPeCIfIea a ft8l!hrate Qf 1 to 3 flashes perJ8CQnd. . All candelaratlnga represent minimum effecti!'e,Mt.IItItDn' ~ Int.Ily.~.OI\ lit. 8tIlnda1'll1971. . MT Strobe ~Is are UL,Standwd 19n UIted fotilndoarUH with. I .' , ;et'8nQtt.qf32-.rto 120.F (O.C to 49.C) and maximum hUlnlCfltyOf93'14 .". The MT-121Man4M1'WP rnodeIe fPr... are~foI':-31.F to 150.F (~.C to 66.C) and maximum humidity 9fes%{," Data Sheet 89004 or 1natlIIIatIQh' . .. Sheet PM150'for more detail on MTWP). . MT Audible 18 UL Stancl8rd.~Uated. . :r;i. .:6.< '. .' .' . .' . ~,:~~,,~~~,""IIyut._"'~~"'vo~~~;'iP"O!,~thl~,~ng,u~41~ ALARM TONES o n, . " ALARM TONES TONE PAttERN DIS~ ,. HORN BROADBAND ~. BELL 1580 Hz MODlJtATEI'J'.....,. - MARCH TIME HORN HORN (0.25 ..~...1lIC. , .; CODE-3 HORN HORN (AN8I ~''t.......,___.1 .. CODe-a TONE aoottz (ANSf.!S.~1'T~~\4 .. SLOW WHOOP "1200 Hz ............0_ ~;- I . SIREN llO().12OO Hz SWEEP (1.0 aec. ~ .:ii HIILO 100018OO Hz (0'- lie. ~). 0 , TIIbI.,: dBA.ndCumnt....", .~.~,,' .:, ...j: Tone A.....Cunw1t.~6MtPS' J ..., ~ji.4~1ta-~AIltInc# .24..~ . 12VDC, '..'VldC;, 'i!.\'~;,:'.12,"'.~.VDC HI "frDT'iiF' 8ft:) 1t8tD ... STD H STD Ham 0.038~ .-.. ;e. . 0JrI' '.82. ,;.. j' in;r71Jt1 .. ,. '93 Bel 0.019 0.012 0.030.. Q.cnP ,.., [ii~ u!L.." .,,~"7i ( ....... "11I)!\a~>~'^ftMl .~.~ 'o.~.~. '.........'.; _ '...,.'_.... .."......'..... '~' ~~" *,~.~:y ... ~HIIh ......o;.H fiIz.4. ...~ _ .~.~'i_'i,."4;~.."i!,'~<>i Coc>>3 1"'_ ..... 0711 0:018 'U57 0.014 as 8P ... 'XI 11590 . SlowWhaop'~ O;82s<e.OllI5!) a_ 80' ,.' I; iI I'., 94, Shn 0.034 0.022 0.078 0.019 89 84 . 7!5 98 93 HULO 0.020 0.013 0.042 0.01'1 8<<S .t-:. [1,it1,! 93.( Laa i : ...... ,.id")',.' Wt..... T"'2:"~"""EAIIPB} '0'., "i,.:i} U. A...... Ouwri R8IIrGs' (NIPs'f 12 iIId 24 VOC ... ...........' . i ~ Range.Mf~l\)',~ Mr~ MT-~575W 1'.0 VOC .(84' .216 .. 24.0VDc :065 ..., _ 33.0 \OC ~, .1J>> _ ,-". ". "". ;'I, _: ." d~.',. .,.. '.'." !'r ,.,i.. ; ~\ . ..,..,. I.Owe . ,.$to ~pd ".~ :~,;;';"" - ". h ,'i.il . 12.0 '<<Ie " 17,5'WCC ti I o o o ~ I \; i i ( ,~ , :t .' l~ ,A, ,~ 8 6 B O'M 88 I _ oE_ "..- !,' "" . 'N l.j."l tiiIIIIJ With wall plates and break.., caps "3". , ':: .:;~:;;J::.. ,;', ;,.)!i,,':;'~J,:,'5;W.~"'~'}.' :,\~;, 'c' Manufactured by: Central Sprtnkl8rCompany '~i,;<.;:":,,,t;'r.i';, 451 North Caenon ~vrue:Lan~aIe, Pennranla 1~tl'ittJ~lf"I~""( o The Modef 86A Catnllght ptlttem) and Model 888 (90- pattern) Fire Department ConnecUons (FOC) are 2}i" x 2~" x 4" single clapper slamese-type connections. They are deslgneeJ to 1i>>fOVIde asuppfernentmy water supply conndOn fOr ~ eprtnkler.... Of>lJItYpaa, .. reqUInMI by Nf!PA,18; , Both-1Oht aM'" p8ttetftFtre Department Connections are caet braas with bran clapper, bra.. aw~ coupling., and a bftIIt hlng.pln. Tf\e word. -AUTO SPKR- and "F.D. . Conn: are cut In raiMd.tettera On the body of the Fire Department ConnectIon. The clapper design allows for one or both Inlets to be pressurized during operation. FIre Department Connections are generaUy Installed 18" to 5' above finished grade. however local codes and standard. may contain spadal requirements with regard to specific location. WaU Plat.. The Wall Plates are constructed of corrosion resistant aJumlnum alloy WIth cast-In raised letters. The raised letters on the round Wall Plate are "AUTO. SPKR: and "FIRE DEPT. CONNecTION: o Caps , The breakaway Caps for the prot8cton of the2~. "'.the FlfeOepar1ment~ n supplied In heavy;.d~ .. or cast aluminum alloy. The can be e8811y aUac:hed to th,c the Fire Oapartm e bolts 8l.K> Model: 8eA (straight ...m FOC) see (9()Opdem FOC) Size: OuUat-4" (102mm)N.P.T. Inlets - 2~" (14 mm) N.H. Std. thread Approvals: U.L., F .M. Maximum Working Pre_ure: 300 psi Standard FInish: FOC - Rough brass Wan Plates - Red enanel paint with raised letters painted white Caps - Red plastic or red enamal paint Jl.:l aSA .. ...... _ ..' if? " -t' ~ .~'"", " ' ," - ,. ;\: " ,,' - ,.' . ........ ,... ...... ...' or,.Do FiN_l. ion No. ....7.0 ]ob~36-36'\\6 () 1:11l>_~1.C O1aC~'rt.OllS lJOcation: Keystone c~itieS p~io~ uake, MN. I ~ob ~~~: 36_364~~6 _\.9" "".a' Qe.n.geGdd calc. \calc il) ~ate: o~/08/03 ~5:03:53 Design ~ata: . o~dinarY Basa~d I ooc~Oy C"laS8itioat~on: nens\.<Y' O,l~f<' 150' .'f<' \>c<u&l lSO,..'f<') ~ea ot ~vP"lioat~on: . · """.rage ..r 1I\"'\.....l.r' 130,oof< ~r of spr\.....l.r. calcula<e4' " 00<.\.40 BO.. .<.....' '50,00 ~o<al SQ.. .<r."-' .50.00 ~<al _a<.r ~\.re4' ..,,'0 t~lu4\.ngbOO. .<....- .,0,000 ,..,0..... ....."". _1- t.. -- ' "01- of .aUr \." .\.~a' lBBdS .~~89;'i ba<~ee" "-. ,B' ...d ,B. . d "00' ty fl.l:l()"le G~oun : ... . d 3 _...... ... . d' 1 ., ".<~.." ..04e. 1 ... _i- "elOC\.tY ".....r Gr-' ' \.labl. R.qu\.r.d saf.<Y ~r9\." .upPlY .....or.\.), ..... ------------~------------------- _ _ __ _ _ _ _ _ _ _ _ _- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~~-, -;'0-"-- · ,.<' .0pplY ...... <09' 1 ~ ~ _ of con<<ac<o", ..\.8 ,.,\.1d.... l"C. ~ a J.d.d.~e8.: 1645 ~ynda"le ~~e. S. Minnea-po"liS I MN. 554'2.3 ~esigne~: ~ho~8 Mi"l"le~ s<at. c.r<\.f\.C.<\.o../~\.C.".. ~r' C01S ",,<hOd <Y .....\...9 _\..d\'C<\'o'" C\. <Y of .dor ~alte A - 0\/08103 \5:04:35 .0 \99'7--' )t..1!.1' .C,IJ).1nto - ~ ------- -r.'..;.. . I ., j ; T \{) Job N\JIIlbIr. 36-364116 '- WA'rBR StJPPtiY DA'rA sooc. S'fA'flC USl>>u..L .LOW AVULP1a. 'fO'fA1a uonPD ICO>>. pUSstrP .,...,trP . pUssVU . ~ pUS'" 'fAG (pd) (pd) (..) (p.U (gpa) (p"') ---------------------------------------------------------------------------- 1 69.000 25.000 2190.00 66.470 467.70 56.529 suJllMARY oJ' oU'rJ'L01IJ:NG DB'lJ:CBS AC'fUA1a 1I1.-I1ItftiI >>BV1CB .LOW .LOW ~_.AC'fO'll .,USsVU (;pa) (;pal (p.U -------------------------------------------------------------------------. spa 4102 15.92 14.82 5.6 8.017 spa 4119 15.09 14.82 5.6 7.258 spa 4172 15.78 14.82 5.6 7.943 spa 4173 14.89 14.82 5.6 7.073 spa 4224 15.77 14.82 5.6 7.928 spa 4225 14.82 14.82 5.6 7.002 spa 4296 15.79 14.82 5.6 7.953 0 BP'll 429'7. 1" .82 It.82 5.S .,.000 spa 4359 15.95 14.82 5.6 8.111 spa 4360 14.87 1.4.82 5.6 7.052 SPR 4410 1.6.34 14.82 5.6 8.509 spa 4411 15.09 14.82 5.6 7.257 sP'll 4461 17.03 14.82 5.6 9.252 SPR 4462 1.5.55 14.82 5.6 7.70'7 * Most demanding sprinkler. .... o 01/01103 15:04:35 Ii 0 1997--' MJ1.P .CAD. 'ble- - Tjj ii ii Ii T (1 - 'P'1't't'1l1Gst,SGSltD ................. ---------- 'B 'Bl'DO'411 't 'tee t. l,.OngBl C Che~Vl"V ? Bfl"J'll"V G GateVl"V A AlarrnCbk D Dt:'/PipeVl"V Q 4S_'Bl'D0'411 1l 'teellun o Coupling W s'4llin9Cbk V 1)lgVl"V s su:ainex c ?DC 9 Gauge X cxoss ? ~t r presslled B BacltflO'411 u Un}tnoW11 7. cap J Joint f ?lo'4111)8"V 14 ?ltgNOde 1\ 1\ose S Source N Nozzle 'it sprin1tlex "i 1\ydxant p ?Ut'l\PIn o 01J01103 15~04:35 o Ii . \99'7_2,003.141\.?,cAD. 1$. Job ~ 36-364116 - T T ]i o Job Number. 36-364116 NODB ANALYSIS RODB BLBVA'1'IOX 1'1'1"1'1_8 PU881JU: DI8CBAJUJB (Poot) (paU (gpa) --------------------------------------.-------------------- 351 9'-4 Cross 27.561 352 9'-4 Cross 27.676 .365 9'-4 Cross 29.119 366 9'-4 Cross 30.357 379 9' -4 Cross 35.798 380 9'-4 Cross 38.279 382 9'-4 Elbow 41.035 387 9'-4 35.578 388 9'-4 37.718 541 9'-4 Tee 29.288 555 9'-4 Tee 34 .591 612 9'-4 Cross n .951 630 9'-4 Cross 45.628 3 1'-5~ 53.683 846 9'-4 Cross 44 .353 864 9'-4 Cross 45.668 1104 9'-4 Cross 45.936 1122 9'-4 CroBs 46.115 1321 9'-4 Cross 46.256 0 1339 9'-4 Cross 46.282 1556 7 '-~ Tee 50.201 1578 7'-7~ BflyVlv--0.185 49.465 1584 9'-4 Elbow 48 .534 1587 9'-4 Tee 48.247 1621 9'-4 Cross 48.199 1648 9'-4 Cross 46.922 1915 9'-4 Cross 48.189 1933 9'-4 Cross 46.997 1949 9 ' - 4 Tee 16.398 1965 9' -4 Tee 8.592 2644 9'-4 Cross 20.791 2645 9'-4 Cross 20.564 2658 9'-4 Cross 18.518 2659 9' -4 Cross 15.980 2672 9'-4 Cross 9.482 2673 9'-4 CroBs 8.815 1 -5'-0 Source 56.529 217.70 4102 9'-4 K-5.6 8.077 15.92 4119 9'-4 K-5.6 7.258 15.09 4172 9' -4 K-5. 6 7.943 15.78 4173 9' -4 K-5. 6 7.073 14.89 4224 9'-4 K-5.6 7.928 15.77 4225 9'-4 K-5.6 7.002 14.82 4296 9' -4 K-5. 6 7.953 15.79 4297 9' -4 K-S. 6 7.000 14.82 4359 9'-4 K-5.6 8.111 15.95 4360 9'-4 K-5.6 7.052 14.87 4410 9'-4 K-5.6 8.509 16.34 0 4411 9'-4 K-5.6 7.257 15.09 Ii 0 1997-2003, M.B.P.CAD, Inc. 01108103 15:04:35 Pap 4 o o o Job NImk: 36--364116 4461 4462 9'-4 K-5.6 9'-4 K-5.6 9.252 7.707 17.03 lS.S5 Ii C 1997-2003, M.B.P.CAD, me. 01108103 15:04:35 PIp 5 ili ___ ",_,__~__m____'''_~''~'''--~---''"-"~--'-~'.--~--~-~.'''"'' ._ .._..__,~.. "_....."~~_,_._."___~" m __,.,... o In i I I I o Job Number: 36-364116 HYDRAULIC ANALYSIS ftDtl 'I'YDtl -li_te 'low Veloo! ty IIIfC hIe. Lo.. Lagtll 1>>%""" DcNDllueaaevat10n Dj,8 '. E-het.C* n I'D ritt1llp ~. LeagtIt.. ~ 'OD.t.~... 'l'ot.. BL 1.7520 1.28 0.17 C-120 0.00007 12'-0 Pf 0.002 4297 9'-4 14.82 5.6 7.000 K-5.6 12'-1 Pe 4225 9'-4 7.002 2B 24'-1 Pv BL 1.7520 16.10 2.14 C-120 0.00717 10'-0 Pf 0.072 4225 9'-4 14.82 5.6 7.002 K-5 . 6 Pe 4173 9'-4 7.073 10'-0 Pv BL 1.7520 30.99 4.12 C-120 0.02407 7'-8~ Pf 0.185 4173 9'-4 14.89 5.6 7.073 K-5.6 Pe 4119 9'-4 7.258 7'-8~ Pv BL 1.7520 46.08 6.13 C-120 0.05014 14 ' -6~ Pf 1.334 4119 9'-4 15.09 5.6 7.258 K-5.6 12'-1 pe 1965 9'-4 8.592 Tee 26'-7 Pv 8L 1.7520 84.61 11.26 C-120 0.15431 14 ' -4~ Pf 7.805 1965 9'-4 8.592 36'-2~ pe -0.000 1949 9'-4 16.398 4B.T 50'-7 Pv BL 1.7520 98.54 13.11 C-120 0.20455 63'-0 Pf 12.890 1949 9'-4 16.398 Pe 541 9'-4 29.288 63'-0 Pv BL 1.7520 27.70 3.69 C-120 0.01955 42'-7~ Pi: 1.069 541 9'-4 29.288 12'-1 Pe 366 9'-4 30.357 cross 54 '-8~ Pv - CM2 2.2030 146.86 12.36 C-120 0.14026 11'-6 Pf 5.440 366 9'-4 30.357 27' -3~ Pe 379 ..... 9'-4 35.798 4B 38'-9~ Pv CM2 2.2030 173.48 14.60 C-120 0.19089 13'-0 Pf 2.482 379 9'-4 35.79B Pe 380 9'-4 38.279 13'-0 Pv CM2 2.2030 217.70 18.32 C-120 0.29053 2'-8 Pf 2.756 380 91-4 38.279 6'-10 Pe 382 9'-4 41.035 Elbow 9'-6 Pv CM2 3.3140 217.70 8.10 C-120 0.03977 52'-11~ Pf 2.916 382 9'-4 41.035 20 '-4~ Pe 612 9'.-4 43.951 21 73'-4 Pv CM2 3.3140 198.35 7.38 0-120 0.03348 12'-0 Pf 0.402 612 9'-4 43.951 pe 846 9'-4 44.353 14'-0 Pv 012 3.3140 181.39 6.75 0-120 0.02838 15'-0 Pf 1.582 846 9'-4 44.353 4,0' -9 Pe 1104 9'-4 45.936 4E 55'-9 Pv CM2 3.3140 175.61 6.53 0.140 0.02673 12'-0 51!: 0.321 1104 9'-4 45.936 Pe 1321 9'-4 46.256 12' -0 Pv 012 3.3140 173.60 6.46 C-120 0.02616 13'-6 -Pf 1.991 1321 9'-4 46.256 62'-7 Pe 1587 9'-4 48.247 4B,T 76'-1 Pv 012 4.3100 217.70 4.79 0-120 0.01106 12'-0 PI 0.287 1587 9'-4 48,.247 13' -11 lie 1584 9'-4 48.534 Elbow 25'-11 Pv DY 4.2600 217.70 4.90 C-UO 0.01171 l' -1 51!: 0.198 1584 9'-4 48.534 15'-~ Pe 0.733 1578 7'-7~ 49.465 F--0.185 16'-10~ Pv CM2 4.3100 217.70 4.79 C-120 0.01106 1'-0 -Pf 0.474 1578 7'-7~ 49.465 41'-~ lie 0.263 1556 7'-~ 50.201 ET 42'-W Pv Fa 6.4030 217.70 2.17 0-120 0.00161 254'-5 51!: 1.063 1556 7'-" 50.201 406' -3" Pe 2.418 3 1'-5~ 53.683 4T, 101,0.'--0.021. C--C .067 .<>>&(D'...~ Pv Iii C 1997.2003. M.E.P.CAD. Inc. 01108103 15:04:35 PIp 6 11!i i I ~......"~..~.__.,.,,_._...-.~'~"'.'" ._"-_.~.,-_.~~_.~"'.'- .,...---~_._~~-_.,,--- \ o o Job ~ 36-364116 ftDe 'f9De -EteJ: n_ ~ h"i.Cl. Loa- ~ DowDIt~ ...~lon Dl.cmazte T-~ >>t b ft~"1IP IIq.LeDgtIt. IliJ'l ~~.. 'fo~.. __L 8:3900 217.70 1.26 C-140 o. o003~ 112-' -~ ""H () :046 3 l'-5W 53.683 30'-6W 1'8 2.800 1 -5'-0 56.529 B,S 143'-2 Pv ..... "lloute 1 ..... BL 1.7520 13.53 1.80 C-120 0.00520 10'-0 'f 0.052 4297 9'-4 14.82 5.6 7:000 K-5.6 1'8 4360 9'-4 7.052 10'-0 Pv BL 1.7520 28.40 3.78 C-120 0.02048 10'-0 -Pf 0.205 4360 9'-4 14.87 5.6 7.052 K-5.6 pe 4411 9'-4 7.257 10'-0 Pv BL 1.7520 43.49 5.79 C-1.20 0.04505 10'-0 Pf 0.450 4411 9'-4 15.09 5.6 7.257 K-5.6 pe 4462 9'-4 7.707 10'-0 Pv BL 1.7520 59.04 7.86 ~.120 0.07929 1'-11 Pf 1.108 4462 9'-4 15.55 5.6 7:707 K-5.6 12'-1 1'8 2673 9'-4 8.815 cross 13'-llW Pv 042 2.2030 59.04 4.97 c-120 0.02599 12'-0 Pf 0.666 2673 9'-4 8.815 13 '-7W pe 2672 9'-4 9.482 cross 25'-7W Pv 042 2.2030 133.08 11.20 c.iYo 0.11690 14'-8 Pf 6.499 2672 9'-4 9.482 cross 40'-11 pe 2659 9'-4 15.980 411 55'-7 Pv CM2 2.2030 119.16 10.03 C-120 0.09528 13'-0 Pf 2.538 2659 9'-4 . 15.980 13'-7W pe 2658 9'-4 18.518 cross 26'-7W Pv BL 1.7520 49.99 6.65 C-120 0.05830 169'-9 pf 10.600 2658 9'-4 18.518 12'-1 1'8 365 9'-4 29.119 cross 181' -10 Pv 042 2.2030 119.16 10.03 C.120 0.09528 13'-0 -pf 1.239 365 9'-4 29.119 Pe 366 9'-4 30.357 13'-0 Pv ..... Route 2 ..... BL 1.7520 6.83 0.91 C-120 0.00147 10'-0 ff 0.015 . 4224 9' -4 15.77 5.6 7.928 K-5.6 pe 4172 9' -4 7.943 10'-0 Pv BL 1.7520 22.62 3.01 C.120 0.01344 10'-0 Pf 0.134 4172 9'-4 15.78 5.6 7.943 K-5.6 pe 4102 9'-4 8.077 10'-0 Pv BL 1.7520 38.53 5.13 C-l20 0.03601 2'-2~ Tf 0.515 4102 9'-4 15.92 5.6 8.071 K-5.6 12'-1 pe 1965 9'-4 8.592 Tee 14'-3W Pv ..... Route 3 ..... BL 1.7520 8.94 1.19 C_l20 0.00241 10'-0 ff 0.024 4224 9'-4 15.77 5.6 7.928 X-5.6 pe 4296 9'-4 7.953 10'-0 Pv BL 1.7520 24.73 3.29 c-l20 0.01585 10'-0 ff 0.159 4296 9'-4 15.79 5.6 7.953 X-5.6 pe 4359 9'-4 8.111 10'-0 Pv BL 1.7520 40.68 5.41 c-120 0.03980 10'-0 ~ 0.398 4359 9'-4 15.95 5.6 8.111 1<-5.6 pe 4410 9'-4 8.509 10'-0 Pv BL 1.7520 57.01 -7.59 C-120 0.07433 10'-0 ff 0.743 4410 9'-4 16.34 5.6 8.509 1<-5.6 Pe 4461 9'-4 9.252 10'-0 Pv BL 1.7520 74.05 9.85 C~20 0.12056 1'-11 ft 0.229 4461 9'-4 17.03 5.6 9 . 2s-2 1<-5.6 Pe 2672 9'-4 9.482 1'-11 Pv , .....Route 4 ..... BL 1.7520 44.21 5.88 C-120 o . 04644 55'-3 't 3.128 555 9'-4 34.591 12'-1 1'8 388 9'-4 37.718 Tee 67'-4 Pv CD' , . :. ~"-" . PIp 7 iii C 1997-1003. ld.B.P.CAD.1Dc. 01101I03 15:04:35 -IT ~j i I l- \ ; o , i I 1 \ \ ! \ o Job N\IaIbIr. 36.364116 fi_""iiiUiDII "liliiIIIa~ -n0lf ~ ftic _ LoP ~ :--~.II1"'UOIL DI,.cM2:P k~rac1:C* ft fa n~~1IP _.~ .-Y .~S'... 'fo~.. ~~.... DY -LnoO 44 ~21 6=-63 C- -0 ~20 0'.:0 ~ 0;-561 388 9' -4 "3'1:'f18 9'-0 pe 380 9' -4 38.279 cross 9'-0 Pv ..... bute ~5 ..... BL 1.7520 70.84 9.43 C_120 0.11107 11'-6 PC 5.303 541 9'~ :U.288 Tee 36'-2~ pe 555 9'-4 34.591 4E 47'-9 Pv BL 1.7520 26.62 3 -:-S-4 C-~ 0.01817 42'-3 PC 0.987 555 9' -4 34.591 Tee 12'-1 pe 387 9'-4 35.578 54'-4 Pv DY 1.6500 26.62 3.99 C.120 0.02433 0'-0 << 0.219 387 9' -4 35 :5'8 9'-0 Pe 379 9'-4 35.798 cross 9'-0 Pv .....1tQute 6 ..... BL 1.'7520 13.92 1.85 C-120 0.00548 64'-1~ PC 0.417 2659 9'-4 15.980 cross 12' -1 pe 1949 9'-4 16.398 76'-2~ Pv ..... RoUte 7 ..... 042 -2.2030 69.16 5.82 C-120 0.03483 17'-10 Pf 2.046 2658 9'-4 1.8..518 cross 40'-11 Pe 2645 9'-4 20.564 4E 58'-9 Pv 042 2.2030 32.97 2.77 C-120 0.00884 12'-0 ~ 0.227 2645 9'-4 20364 13 ' -7~ Pe 2644 9'-4 20.791 cross 25' -"N tv BL 1.7520 32.97 4.39 C_120 0.02698 178'-5 -Pf 6.770 2644 9'-4 20.791 72 ' - 5~ Pe 351 9'-4 27.561 10E,X 250' -10~ Pv 042 2.2030 32.97 2.77 C-120 0.00884 13'-0 Pf 0.115 351 9'-4 21.561 Pe 352 9'-4 27.676 13'-0 Pv 042 2.2030 69.16 5.82 C_120 0.03483 14'-2 PC 1.443 352 9'-4 27:616 27 ' -3~ pe 365 9'-4 29.119 4E 41'-5 Pv ..... RoUte 8 ..... BL 1.7520 36.20 4.82 . c-120 0.03207 173'-5 ~f 7.111 2645 9' -4 20.564 cross 48 ' -3~ pe 352 9'-4 27.676 4E,X 221'-8~ Pv ..... Route 9 ..... em 3.3140 27.40 1.02 -e.120 0.00086 12' -0 ~f 0.010 1915 9' -4 48.119 Pe 1621 9' -4 48.199 12'-0 Pv \:142 3.3140 44.09 1.64 C-120 0.00207 l' ';6 .Pf 0.048 1621 9'-4 48.199 21'-10 Pe 1587 9'-4 48.247 Tee 23'-4 Pv ..... RoUte 10 ..... BL 2.2270 27.40 2.26 C-120 0.00596 , 142' -6 Pf 1.192 1933 9'-4 46:997 Cross 57'-6 I pe 1915 9'-4 48.189 2T,X 200'-0 Pv ..... RoUte 11 ..... CM2 2.2030 27 ;-40 2.31 c-120 0.00628 12'-0 -pf 0.075 1648 9'-4 46.922 pe 1933 9'-4 46.997 12'-0 Pv .....1tQute 12 ..... BL 1.'7520 16.69 2.22 C-120 0.00766\ 142'-6 Pf 1.277 1648 9'-4 46.922 Cross 24'-2 pe 1621 9' -4 48.199 cross 166'-8 Pv .....-Route 13 ..... BL 1~20 19.34 2.57 C_120 0.01006 , 142 -6 Pf 1.677 612 9'-4 43.951 cross 24'-2 I pe 630 9'.4 45.628 cross 166'-8 Pv o PIlI 8 01108103 15:04:35 Ii 0 1""'-, M.B,P.CAD, IDi:. -rrk; ii l- \ \ o 42.08 3.54 44.09 16.96 2.26 C.120 44.353 45.668 5.78 0.77 C-12 0 45.936 46.115 0.27 .120 46.256 46.282 ..... o UDite X., Diameter: Blevation: Flow: Discharge: Velocity: PresBUre: Length: Frictioa Loss: HWC: pt: Pn: Pf: Pe: Pv: Inch root gpm gprll fpe p8i root psi/Foot Hazen-Williams CoP8tant Total pressure at a point in a pipe ROX1llll1 pressure at a point in a pipe Pre.lIUre loss due to frictiQn between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe O. i -' Iii 0 1997-2.003. M.E.P.cAD. S 01101I03 15:04:35 Job NuIDbcr. 36-364116 b 0.040 0.179 0.00015 cross Cross 142 J -6 24'-2 166 ' -8 0.025 PIp 9 -~I ;, ,.td II l- G) o Job Number: 36-364116 HYDRAULIC GRAPH 100 90 80 70 750 1000 1250 1500 1750 W_fIow. gpm 2000 2250 2500 SUpply at Node 1 St8IIc~: 89.000 ReIIdu8I f'1wIII,n: 2190.00 CD 25.000 System DemInd: 217.70 0 56.529 System Demand wIIh hoee ___: W.70 CD 56.529 Ii 0 1997-2003. M.B.P.CAD.1Dc:. 01108103 1~:04:39 PIp 10 ill );li, < (] o ([) I i I -IT t II I . l- ; <D Job Number: 36-364116 HYDRAULIC CALCULATIONS Location: Keystone commuities Prior Lake, MH. Job Number: 36-364116 Design Area: Garage Grid Calc. (Calc #2) Date~ 01/08/03 14:58:22 Design Data: o Occupancy Classification: Ordinary Group I Density: 0.15gpm/ft2 Area of Application: 1606.68ft2 (Actual 1606.68ft2) Coverage Per Sprinkler: 130.00ftl Number of Sprinklers Calculated: 14 outside Hose Streams.: 250.00 Total Hose Streams: 250.00 Total Water Required: 467.11 Including hose streams Maximum Pressure unbalance In Loops: 0.000 Volume of Water in Pipes: 1885.41gal Maximum Velocity Above Ground: 18.27 between nodes 382 and 380 Maximum velocity Under Ground: 1.26 between nodes 1 and 3 Supply pressure{s) : -------------------------------------------------------------------- Available Required Safety Margin Supply node tag: 1 66.476 46.456 20.020 Name of Contractor: Weis Builders, Inc. Address: 7645 Lyndale Ave. S. Minneapolis, MH. 55423 Designer: Thomas Miller State certification/License Number: C01S Authority Having Jurisdiotion: City of Prior Lake (1) Iii 0 1997-2003. Y.U .CAD,IDc. ol108lt3 14:58:44 Pap 1 \ \ II ~~. I i ~,: r ,; \(J) \ Job ~ 36-364116 WA'r'SR SuPPLY DA'rA ..QvxdD ....88U'JS (p.u 'Ecn~ . DSII>>1D (gpa) AVA1LPLS .,,8SV'd lpd) 46'1.:1.1. SOtJ1t.CB 1IOD. 'EAQ 8'EA'rlC ....s'tJ1t.B lp.U ..S1D"~ n.ow ....S8'tJ1t.B · (p.i.) (gpa) 66.4'16 ----------------------.----------------------------------------------------- 46.456 ~ 69.000 25.000 2~90.00 st])8lARY OF OlJ'fFL01I"ING DBV"ICBS DBV1CB AC'fV~ .,LOW 19pa} Il1Jl1111UM 'fIaOw 19pa} ....s.".. lpd} ~ .I'AC'EO'll -------------------------------------------------------------------------- spa 41'10 ~5.~6 14.82 5.6 7.329 spa 41n ~5.25 14.82 5.6 7.419 spa 419'1 ~7.~5 ~4.82 5.6 9.382 spa 4222 ~4.95 14.82 5.6 7.~24 spa 4223 14.98 14.82 5.6 7.~56 spa 4261 16.86 14.82 5.6 9.060 S.'ll 4294. 14 . 82 14 .82 5.6 ,_000 ([) spa 4295 14.89 14.82 5.6 7.0n spa 4323 16.'16 14.82 5.6 8.958 spa 4357 14.82 14.82 5.6 '1.00~ spa 4358 14.89 14.82 5.6 7.069 spa 4398 ~6.76 14.82 5.6 8.956 spa 4408 14.89 14.82 5.6 '1.0'13 spa 4409 14.93 ~4.82 5.6 '1.112 * Most demanding sprinkler. hi 01J()&103 14:5&:44 o . 0 199'J--' }4.B.P.CAD.1JIIC. - Tit :rI <. .I:-:'<!' - :1: 'I: :'~i,;K: (f1 '..~~ o o Job NambIr: 36-364116 FITTINGS LBGBND E Elbow T Tee L LongEl C CheckVlv 11' BflyVlv G GateVlv A AlarmChk D DryPipeVlv Q 4S-Elbow R TeeRun 0 Coupling W SwingChk V DlgVlv s Strainer c FDC 9 Gauge X Cross P PumpOUt r Pres BRed B Backflow u Unknown Z Cap J Joint f FlowDev M FltgNode H Hose S Source N Nozzle K Sprinkler y Hydrant p Pumpln · 0 1997-2003, M.B.P.CAD,1Dc. PIp 3 0110&'03 14:51:44 Job N1mIbIr. 360164116 (l) RODK ANALYSIS IIOD. lLBV1'fl05 PlftDIGS PUS8UU D%8CBARGB (Poot) (..:1.) (gpa) ----------------------------------------------------------- 351 9'-4 Cross 15.694 352 9'-4 Cross 15.887 365 9' -4 Cross 18.304 366 9'-4 Cross 20.082 379 9'-4 Cross 25.765 380 9'-4 Cross 28.266 382 9'-4 Elbow 31.008 387 9'-4 25.585 388 9'-4 27.736 541 9' -4 Tee 20.028 555 9'-4 Tee 24.779 612 9'-4 Cross 33.910 630 9'-4 Cross 35.579 3 l' -5~ 43.610 846 9'-4 Cross 34.309 864 9'-4 Cross 35.618 1104 9'-4 Cross 35.884 1122 9'-4 Cross 36.063 1321 9'-4 Cross 36.203 1339 9'-4 Cross 36.229 0 1556 7'-~ Tee 40.134 1578 7'-7~ BflyVlv--0.184 39.399 1584 9' -4 Blbow 38.470 1587 9'-4 Tee 38.185 1621 9' -4 Cross 38.136 1648 9'-4 Cross 36.866 1915 9'-4 Cross 38.126 1933 9' -4 Cross 36.941 1949 9 ' - 4 Tee 12.766 1965 9'-4 Tee 11.323 2644 9' -4 Cross 7.360 2645 9'-4 Cross 7.563 2658 9' -4 Cross 9.048 2659 9' -4 Cross 10.055 2672 9' -4 Cross 10.574 2673 9'-4 Cross 10.626 1 -5'-0 Source 46.456 217.11 4170 9'-4 K-5.6 7.329 15.16 4171 9' -4 K-5.6 7.419 15.25 4197 9' -4 K-5.6 9.382. 17.15 4222 9' -4 K-5. 6 7.124 14.95 4223 9'-4 K-5.6 7.156 14.98 4261 9'-4 K-5.6 9.060. 16.86 4294 9'-4 K-5.6 7.000 14.82 4295 9'-4 K-5.6 7.071 14 .89 4323 9'-4 K-5.6 8.958 16.76 4357 9'-4 K-5.6 7.001 14.82 4358 9'-4 K-5.6 7.069 14.89 ('1 4398 9'-4 K-5.6 8.956 16.76 Iii C 1997-2003, M.B.P.CAD,1nc. 01108103 14:58:44 PIle 4 I I,j, ;!ik:l ii <D o o Job Number: 36-364116 4408 4409 9'-4 K-S.6 9'-4 K-S.6 7.073 7.112 14.89 14.93 Ii 0 1997-2003, M.B.P.CA.D,IDe. PIpS 01108103 14:58:44 II )c. CD o (\ Job NumlMr: 36-364116 HYDRAULIC ANALYSIS BINI 'fvDe __ter. now Ve1oait:v ~ hie. LotI. Leagtll ~...ue Dowu--. --miiwaUOD K-Jlac~ Pt h nttillp az. ~~ ~ 1ID.trea Tot. BL 1.7520 13.48 1.79 C.120 0.00516 12"'qj PI: 0.124 4294 9'-4 14.82 5.6 7.000 K-5.6 12'-1 Pe 4222 9'-4 7.124 2B 24'-1 Pv BL 1.7520 28.43 3.78 C.120 0.02052 10'-0 Pt 0.205 4222 9'-4 14.95 5.6 7.124 K-5.6 Pe 4170 9'-4 7.329 10'-0 Pv BL 1.7520 43.59 5.80 C.120 0.04524 124 -,,, Pf 8.365 4170 9'-4 15.16' 5.6 '1.329 K-5.6 60' -4" Pe 351 9'-4 15.694 8B.X 184 ' -10" Pv CM2 2.2030 43.59 3.67 C.120 0.01483 13'-0 Pf 0.193 351 9'-4 15.494 pe 352 9'-4 15.887 13'-0 Pv 012 2.2030 91.41 7.69 CJ20 0.05834 14'-2 Pf 2.417 352 9'-4 15 :1" 27' -3" Pe 365 9'-4 18.304 4E 41'-5 Pv 012 2.2030 144.85 12.19 C.120 0.13673 13'-0 J?t 1.778 365 9'-4 18.304 Pe 366 9'-4 20.082 13'-0 Pv 012 2.2030 150.36 12.66 C.120 0.14651 11'-6 Pi: 5.683 366 9'-4 20.082 27' -3" Pe 379 9'-4 25.765 4E 38' -9" Pv 012 2.2030 174.22 14.66 C-120 0.19240 H13 -0 pt 2.501 379 9'-4 25.765 Pe 380 9'-4 28.266 13'-0 Pv CM2 2.2030 217.11 18.27 0.120 0.28909 2'-8 Pt 2.742 380 9'-4 28.266 6'-10 Pe 382 9'-4 31.008 Blbow 9'-6 Pv 012 3.3140 217.11 8.08 C.120 0.03957 52' -11" Pi: 2.902 382 9'-4 31.008 20' -4" Pe 612 9'-4 33.910 2E 73'-4 Pv CM2 3.3140 197.82 7.36 ,C.120 0.03331 12'-0 Pt 0.400 612 9'-4 33.910 Pe 846 9'-4 34.309 12'-0 Pv 012 3.3140 180.90 6.73 C-120 0.02824 15'-0 Pt 1.575 846 9'-4 34.309 40'-9 pe 1104 9'-4 35.884 4E 55'-9 Pv CM2 ~.3140 175.14 6.Sl C.120 0.02660 12 -0 Pt 0.319 1104 9'-4 35.884 Pe 1321 9'-4 36.203 12' -0 Pv 012 3.3140 173.14 6.44 c.120 0.02603 13'-6 Pf 1.981 1321 9'-4 36.203 62'-7 Pe 1587 9'-4 38.185 4B T 76'-1 Pv 012 4.3100 217.11 4.77 C.120 0.01101 12' -0 Pt 0.285 1587 9'-4 38.185 13'-11 Pe 1584 9'-4 38.470 Elbow 25'-11 Pv DY 4.2600 217.11 4.89 C.120 0.01165 1'-1 Pf 0.197 1584 9'-4 38.470 15 '.9" pe 0.733 1578 7' -7" 39.399 F--0.184 16'-10" Pv CM2 4.3100 217.11 4.77 ~120 0.01101 1'-0 Pf 0.471 1578 "-7" 39.399 41' - 9" pe 0.263 1556 7'-" 40.134 E.T 42' -9" Pv FR 6.4030 217.11 2.16 C.120 0..00160 254'-5 Pf 1. 058 1556 7' -" 40.134 406' -3" lie 2.418 3 l'-SW 43 .610 4T.10B.Q,F.-0. 021.C--l .067. Cll6e'.-QIIl1 Pv ~ 8.3900 217.11 1.26 C*140 0.00032 lr-2'f ~7W PI: 0.046 3 1'-~ 43.610 30'-6" Pe 2.800 1 -5'-0 46.0&56 E,B 143' -2 Pv . C 1997-2003, M.B.P.CAD, ~ Pap 6 01/08/03 14:58:44 Ii <D o n Job Number: 36-364116 ..... Route 1 ..... IIblI ftaw po pa,c. LoeB 'Z'Uttan ...U_ Dl~ 3t..I'acl~ ft b J'Ut:iDgs ~.LeDgtb ~ ll1Dst:naa 'l'ot: . !II. 1.7520 1.33 0.18 0.00007 10 -0 Pf 0.001 4294 9'-4 14.82 5.6 7. K-5.6 Pe 4357 9'-4 7.001 10'-0 Pv BL 1.7520 16.15 2.15 Ca120 0.00721 10'-0 pt 0.072 4357 9'-4 14.82 5.6 7.001 K-5.6 Pe 4408, 9'-4 7.073 10'-0 Pv BL 1.7520 31.04 4.13 C.120 o :~414 11 ' --11 Pi: 0.287 4408 9'-4 14.89 5.6 7.073 !Ca5.6 Pe 2644 9'-4 7.360 11' -11 Pv epg 2.2030 31.04 2.&1 Ca120 0.00791 12'-0 Pt 0.203 2644 9'-4 7.360 Cross 13'-~ Pe 2645 "_4 7.563 25'-7W Pv aa 2.2030 58.18 4.g0 Ca120 0.02529 17 -10 PI: 1.486 2645 "-4 7.563 40'-11 Pe 2658 9'-4 9.048 4B,X 58'-9 Pv aa 2.2030 72.26 6.08 0.03777 13'-0 Pt 1.006 2658 "-4 9. 48 Cross 13'-7W pe 26S9 "-4 10.055 26' -7W Pv aa 2.2030 33.98 2.86 Cd20 0.00935 14'-8 PI: 0.520 . 265' 9'-4 10.055 40' -11 Pe 2672 9'-4 10.574 4B.X 55'-7 Pv BL 1.7520 19.09 2.54 0.120 0.00982 64'-lW Pf 0.748 2672 9'-4 10.57. 12"-1 Pe 1965 ,,-. 11.323 Tee 76' -2W Pv BL 1.7520 33.98 4.52 0.120 0.02853 14 ' -4W Pf 1.443 1965 "-4 11.323 36'-2W Pe -0.000 1949 9'-. 12.766 4B T 50'-7 Pv BL 1.7520 72.26 9.62 C.UO o . 11~24 63'-0 Pf 7.262 1949 9'-. 12.766 Pe 541 9'-4 20. 28 63'-0 Pv BL 1.7520 5.51 0.73 C. 0 0.00099 42'-7W Pt 0.054 541 9'-4 20. 8 12'-1 Pe 366 9'-4 20.082 Cross 54' -8W Pv ..... KOllt. 2 ..... BL 1.7S20 2.69 0.36 C.UO 0.00026 10'-0 Pf 0.003 4358 9'-4 14.89 5.6 7.069 !CaS.6 Pe 4295 9'-4 7.071 10'-0 Pv BL 1.7520 17.58 2.34 C.120 0.00843 10'-0 Pf 0.084 4295 "-4 14.89 5.6 7.071 !Cas. 6 Pe 4223 9'-4 7.156 10'-0 Pv BL 1.7520 32.56 4.33 C.120 0.02637 10' -0 Pf 0.264 4223 9'-4 14.98 5.6 7.156 K-5.6 Pe 4171 9' -4 7.419 10'-0 Pv BL 1.7520 47.81 6.36 C-120 0.05368 121'-6W Pf 8.468 4171 9'-4 15.25 5.6 7.419 K-5.6 36'-2W Pe 352 9'-4 15.887 4B X 157' -9 Pv ..... Route 3 ..... BL 1.7520 12.20 1.62 C.120 o .00n-9 10'-0 Pf 0.043 4358 9'-4 14.89 5.6 7.069 !Cas. 6 pe 4409 9'-4 7.112 10'-0 Pv BL 1.7520 27.13 3.61 C-120 0.01882 11'-11 Pf 0.451 4409 9'-4 14.93 5.6 7.112 K-5.6 12'-1 Pe 2645 9'-4 7.563 Cross 23' -l1W Pv ..... Route 4 ..... BL 1.7520 2.68 0.36 C-120 0.00026 10'-0 Pi: 0.003 4398 9' -4 16.76 5.6 8.956 !Cas. 6 Pe 4323 9'-4 8.958 10'-0 Pv BL 1..7520 19.44 2.59 Ca120 0.01015 101-0 Pt 0.102 4323 9'-4 16.76 5.6 1.958 K-S.6 Pe 4261 9'-4 9.060 10'-0 Pv Iii C 1997-2003, M.I.P.CAD.1IIc. 01108103 14:58:44 l'I8e 7 o o o Job NumIlIr: 36-364116 :KIte 'IlrDe ~~ now -= Jrm.C. ~. ~ ~ "'Ucm D1Hbaz:p J:-nc~ ft III I'1ttlaga ~-LeatItIt. ~ Ubs=-- 'tot . BL 1.7520 36.29 1.83 0.120 0.03223 10'-0 PI: 0.322 4261 9'-4 16.86 5.6 9.060 K-5.6 Pe 4197 "-4 9.382 10'-0 Pv BL 1.7520 53.45 7.1~ c-12o 0.06596 123'-2 PI: 8..'22 4197 9'-4 17.15 5.6 9.382 K-5.6 12'-1 Pe 365 "-4 18.304 Cross 135'-3 Pv ..... ROUteS ..... BL 1.7520 14.08 1.87 0.0055' 16'-7 PI: 0.093 4398 "-4 16.76 5.6 8. 6 1(85.6 Pe 2658 "-4 '.048 16'-7 PIT ..... Route 6 ..... BL 1.7520 42.89 5.71 C.UO 0.04390 55'-3 Pi: 2.957 555 9'-4 24.779 12'-1 Pe 388 9'-4 27.736 Tee 67'-4 PIT DY 1.6500 42.89 6.44 c-120 0.05880 0'-0 Pi: 0.530 388 9'-4 27.736 9'-0 pe 380 9'-4 28.266 cross 9'-0 PIT ..... Route 7 ..... BL 1.7520 66.75 8.88 C-120 0.09952 11'-6 Pi: 4.751 541 9'-4 20.028 Tee 36'-2~ ~ 555 9'-4 24.779 48 47'-9 PIT BL 1.7520 23.86 3.18 C-120 0.01484 42'-3 Pi: 0.806 555 9'-4 24.779 Tee 12'-1 Pe 387 9'-4 25.585 54'-4 PIT DY 1.6500 23.86 3.58 C.120 0.01987 0'-0 Pi: 0.179 387 9'-4 25.585 9'-0 Pe 379 "-4 25.765 Cross "-0 PIT ..... Route 8 ..... CM2 2.2030 14.~8 1.25 C-120 0.00203 12'-0 Pi: 0.052 2672 9'-4 10.574 cross 13'-7~ pe 2673 9'-4 10.626 25'-7~ PIT BL 1.7520 14.88 1.98 C-120 0.00620 76'-1~ Pi: 0.696 2673 9'-4 10.626 Cross 36 ' -2~ Pe 1965 9'-4 11.323 2B.T 112'-4 PIT ..... Route 9 ..... BL 1.7520 38.28 5.09 c-120 0.03558 64'-1~ Pf 2.711 2659 9'-4 10.055 Cross 12'-1 Pe 1949 9'-4 12.766 76 ' -2~ PIT ..... Route 10 ..... CM2 3.3140 27.32 1.02 C-120 0.00086 12'-0 PI: 0.010 1915 9'-4 38.126 Pe 1621 9'-4 38.136 12'-0 PIT CM2 3.3140 43.97 1.64 C-120 0.00206 1'-6 PI: 0.048 1621 9'-4 38.136 21'-10 Pe 1587 9'-4 38.185 Tee 23'-4 Pv ..... Route 11 ..... BL 2.2270 27.32 2.25 C-120 0.00593 142'-6 Pf 1.186 1933 9'-4 36.941 Cross 57'-6 Pe 1915 9'-4 38.126 2T,X 200'-0 PIT ..... Route 12 ..... 012 2.2030 27.32 2.30 C-120 0.00625 12'-0 Pi: 0.075 1648 9'-4 36.866 Pe 1933 9'-4 36.941 12'-0 PIT ..... Route 13 ..... BL 1.7520 16.65 2.22 c-120 0.00763 I 142'-6 Pr: 1.271 1648 9'-4 36.866 cross 24'-2 Pe 1621 9'-4 38.136 Cross 166'-8 PIT ..... Route 14 ..... BL 1.7520 19.29 2.57 0.120 0.01001 142T-6 Pf 1.669 612 9'-4 33.910 Cross 24'-2 Pe 630 9'-4 3S .579 Cross 166'-8 PIT Iii C 1997-2003, M.B.P.CAD,1Dc. Papa 01101I03 14:51:44 0.. ' / o o Job N8mbIr: 36-364116 PD 0.039 0.445 0.166 1.308 ..... BL 0.00107 142'-6 0.179 1104 Cross 24'-2 Cross 166'-8 2.00 0.27 . 0 0.00015 142'-6 .025 36. 3 Cross 24'-2 36.229 Cross 166'-8 ..... ..... 'IJIli ts Key Diameter: Elevation: Flow: Diacharge: velocity: Prusure : Length : Friction Loss: HWC: pt: Pn: Pf: Pe: Pv: . C 1997-2003, M.B.P.CAD,1Dc. Inch Foot gpm gpm fps psi Foot psi/Foot Hazen-Williams Canstant Total pressure at a pOint in a pipe Normal pressure at a point in a pipe Pressure loss clue to friction between points Pre.sure due to elevation difference between indicated points Velocity pressure at a point in a pipe 01101I03 14:58:44 PlF9 II ([) o o Job N1ImbIr: 36-364116 HYDRAULIC GRAPH 100 :: :: ~ ;; ; - Pf'!IIU8 e9.~ ~ : " " '- ~ "- '" - : ~ 417.11 wIh haee .......". " .. ~ I I :: 217.11 ~<tU58 " Illoo.. ;;. ~180.00025.ooo demInd curve '- ;; " ~: ~ ;; .. II " I I . I I I . I . . . . I 90 80 70 80 1. I'" 40 30 20 10 o _500 750 1000 1250 2000 2250 2500 1500 1750 Water tow. gpm Supply at Node 1 St8lIc ......: 88.000 ReeIdueI,.... 2180.00 CD 25.000 SyltMtOlrnnt: 217.11 04Use SyRIm o.m.xt wlIh hole *-'tIS: 417.11 0 <t8.4S8 Ii C 1997-2003, M.B.P.CAD,1Dc. PIp 10 01101IOJ 14:9:41 II <D o (' Ii . ~~~~it"\,-.> o j Q n )...-./ lob Number: 36-364116 BYDR.A.ULIC CALCULATIONS Location: Keystone Commuities Prior Lake, MH. Job Number: 36-364116 Design Area: Mech Room (Calc #3) Date: 01/08/03 14:53:21 Design Data: Occupancy Classification: Ordinary Hazard II Density: O.20gpm/ftl Area of Application: 489.15ftl (Actual 489.15ftl) Coverage Per Sprinkler: 130.00ftl Number of Sprinklers Calculated: 6 Outside Hose Streams: 250.00 Total Hose Streams: 250.00 Total Water Required: 346.99 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 1885.41gal Maximum Velocity Above Ground: 8.87 between nodes 4547 and 4591 Maximum Velocity Under Ground: 0.56 between nodes 1 and 3 Supply Pressure(s): Available Required Safety Margin -------------------------------------------------------------------- Supply node tag: 1 67.544 26.046 41. 497 Name of Contractor: Weis Builders, Inc. Address: 7645 Lyndale Ave. S. Minneapolis, MH. 55423 Designer: Thomas Miller State Certification/License Number: C015 Authority Having Jurisdiction: City of Prior Lake Iii 0 1997-2003, MAP.CAD, IDe. OllO8lO3 14:53:30 Page 1 I; o WATER SUPPLY DATA Job Numbr. 36-364116 SOURCI: IIOD. 'fAG S!'A'l'IC PMSIURII (p.i) MSZDU'AL PLOW PUS8UU . (pd) (gpa) AVULABLB PUSSOU (pd) TOTAL . DDAlID (gpm) UQUIRIID PUSI1JU (pd) 1 2190.00 ---------------------------------------------------------------------------- 26.046 69.000 25.000 67.544 346.99 SUMMARY OF OUTPLOWIHG DEVICES DBVIC. AC!'U'U. PLOW (gpa) III1IDmJI PLOW (gpa) It-PACTOR PUSStJRB (pd) -------------------------------------------------------------------------- SPR 4547 SPR 4565 SPR 4590 SPR 4591 SPR 4620* SPR 4621 18.45 17.38 15.23 15.77 14 _ 82 15.34 14.82 14.82 14.82 14.82 14.82 14.82 <::) * Most demanding sprinkler. o I 5.6 5.6 5.6 5.6 5.6 5.6 10.860 9.635 7.393 7.927 7.000 7.508 Ii C 1997-2003, M.B.P.CAD, IDe. 01101103 14:53:30 PIp 2 Ii Job NambIr: 36-364116 o FITTINGS LBGBND o o I --------------- E Elbow T Tee L LongEl C CheckVlv F BflyVlv G GateVlv A AlarmChk D DryPipeVlv Q <IS-Elbow R TeeRun o Coupling W, SwingChJt V DlgVlv s Strainer c FDC 9 Gauge X CrOBS P PumpOUt r Pres BRed B Backflow u Unknown Z Cap J Joint f FlowDev M FltgNode H HOBe S Source N Nozzle K Sprinkler Y Hydrant p Pumpln Iii C 1997-2003, M.B.P.CAD.IDc. OllO8lO3 14:53:30 Pap 3 Ii o Job NumbIr: 36-364116 NODB ANALYSIS lIOn. BLBVA'1'IOJI I'I'1"1'DGS pussva: nISC!HAROB (Poot) (p.i) (gs-) ----------------------------------------------------------- 351 9'-4 Cross 14.445 352 9'-4 Cross 14.482 365 9'-4 Cross 14 . 944 366 9'-4 Cross 15.306 379 9' -4 Cross 16.573 380 9' -4 Cross 17.135 382 9'-4 Elbow 17.753 387 9'-4 16.531 388 9'-4 17.015 541 9' -4 Tee 15.250 555 9'-4 Tee 16.342 612 9'-4 Cross 18.406 630 9'-4 Cross 18.782 3 l' -5~ 23.236 846 9'-4 Cross 18.497 864 9'-4 Cross 18.791 1104 9'-4 Cross 18.851 1122 9'-4 Cross lS.891 1321 9'-4 Cross 18.923 1339 9'-4 Cross 18.929 0 1556 7 '-~ Tee 20.580 1578 7'-7~ BflyVlv--0.041 20.210 1584 9' -4 Elbow 19.434 1587 9' -4 Tee 19.369 1621 9' -4 Cross 19.358 1648 9'-4 Cross 19.072 1915 9'-4 Cross 19.356 1933 9'-4 Cross 19.089 1949 9' -4 Tee 13.271 1965 9' -4 Tee 12.878 2644 9' -4 Cross 12.274 2645 9' -4 Cross 12.201 2658 9' -4 Cross 12.258 2659 9' -4 Cross 12.532 2672 9' -4 Cross 12.674 2673 9' -4 Cross 12.688 1 -5'-0 Source 26.046 96.99 4547 9'-4 K-5.6 10.860 18.45 4565 9'-4 K-5.6 9.635 17.38 4590 9'-4 K-5.6 7.393 15.23 4591 9' -4 K-S.6 7.927 15.77 4620 9'-4 K-5.6 7.000 14.82 4621 9'-4 K-S.6 7.508 15.34 n Iii 0 1997-2003, M.B.P.CAD,1Dc. 01101I03 14:53:30 Pap 4 Ii o o o 1"- I j Job Numbr. 36-364116 I HYDRAULIC ANALYSIS P1" 'I'vDe Di_tu ftaIr Ve10aitv 1M! hie. Lo.. LeDgt:h k.~ DowuItn.a ....f:1ClD J:-l'aCIt:ozo ft PIt. .UtiDg. ... ~~ ~ 1JDttu... '!'of: . OL 1.1970 ~4.lil2 4.22 C-120 0.03928 10'-0 pt o :T93 4620 9'-4 14.82 5.6 7.000 K-5.6 Pe 4590 9'-4 7.393 10'-0 Pv OL 1.1970 30.04 8.57 C_120 0.14526 7'-10 Pf 2.243 4590 9'-4 15.23 5.6 7.393 K-5.6 7'-7W Pe 4565 9'-4 9.635 2E 15'-~ Pv OL 1.5420 47.43 8.15 C-120 0.09847 15'-9 pt 2 :565 4565 9'_4 17.38 5.6 9.635 K-5.6 10'-3W Pe 2645 9'-4 12.201 Cross 26'-W Pv 012 2.2030 17.83 1.50 C-120 0.00284 12'''0 Pf 0.073 2645 9'-4 12.201 13'-7W Pe 2644 9'-4 12.274 Cross 25'-7W Pv BL 1.7520 17.83 2.37 C-120 0.00865 178'-5 Pf 2.171 2644 9'-4 12.274 72'-5W Pe 351 9'-4 14.445 10E,X 250'-lOW Pv 042' 2.2030 17.83 1.50 Cd20 0.00284 13'-0 n 0.037 351 9'-4 14 .445 Pe 352 9'-4 14.482 13'-0 Pv CM2 2.2030 37.40 3.15 C-120 0.01117 14'-2 Ii'E 0.463 352 9'-4 14 :482 27' -3W Pe 365 9'-4 14.944 4E 41'-5 Pv 012 2.2030 61.21 5.15 C-120 0.02778 13'-0 Pf 0.361 365 9'-4 14.944 Pe 366 9'-4 15.306 13'-0 Pv 012 2.2030 66.83 5.63 C-120 0.03269 11'-6 Ii't 1.268 366 9'-4 15.306 27' -3W Pe 379 9'-4 16.573 4E 38'-'" Pv 012 2.2030 77.73 6.54 Cd20 0.04322 13'-0 n 0.562 379 9'-4 16.573 Pe 380 9'-4 17.135 13'-0 Pv CM2 2.2030 96.99 8.16 0.120 0.06511 2'-8 Pf 0.618 380 9'-4 17.135 6'-10 Pe 382 9'-4 17.753 Elbow 9'-6 Pv CM2 3.3140 96.99 3.61 5UO 0.00891 52' -llW Ii't 0.653 382 9'-4 :L'7.'r53 20' -4W Pe 612 9'-4 18.406 2E 73'-4 Pv CM2 3.3140 88.37 3.29 0.120 0.00750 12'-0 Pf 0.090 612 9'-4 18:406 Pe 846 9'-4 18.497 12'-0 Pv CM2 3.3140 80.82 3.01 Cd20 0.00636 15'-0 1'f 0.355 846 9'-4 18:07 40'-9 Pe 1104 9'-4 18.851 4E 55'-9 Pv 012 3.3140 78.24 2.91 C-120 0.00599 12'-0 Pf 0.072 1104 9'-4 18.851 Pe 1321 9'-4 18.923 12'-0 Pv CM2 3.3140 77.35 2.88 C-120 0.00586 13'-6 Pf 0.446 1321 9'-4 18.923 62'-7 Pe 1587 9'-4 19.369 4E,T 76'-1 Pv CM2 4.3100 96.99 2.13 C-120j 0.00248 12'-0 1'f 0.064 1587 9'-4 19.369 13'-11 Pe 1584 9'-4 19.434 Elbow 25' -11 Pv DY 4.2600 96.99 2.18 Cd20 0.00262 1'-1 1'f 0.044 1584 9'-4 19.434 15' -9W Pe 0.733 1578 7'-7M 20.210 F--0.041 16' -lOW Pv CM2 4.3100 96.99 2.13 C-120 0.00248 1'-0 Ii't 0.106 1578 7'-7W 20.210 41'-9W Pe 0.263 1556 7'-W 20.580 E,T 42'-9W Pv Ii C 1997-2003, M.B.P.CAD, IDe. 01/01103 14:5):30 Pap 5 Ii H_...... --ter no. mK: :r:Uc. Loa. h..... DeNalI..... ."'UOD .1ICtUzp It..hctor pt I'D l'itU.. IIq.Lagt:Il ~ UDIItna '1'ot . PR 6.4030 '6.'9 0.97 C-120 0.00036 254'-5 PI: 0.238 1556 7'-~ 20.580 406 ' -J~ Pe 2.418 3 1'-5~ 23.2364T,10B,Q,P--0.005,C_- .015.CJi6Gl'." Pv tKl 8.3900 '6 . 99 0.56 C-140. 0.00007 112 ' -~ Pi: 0.010 3 l'-5W 23.236 30'-'~ Pe 2.800 1 -5'-0 26.046 B,S 143'-2 Pv ..... Route 1 ..... OL 1.1970 15.34 4.37 C-120 O. oun 10'-0 PI: 0.419 4621 9'-4 15.34 5.6 7.508 K-5.6 Pe 4591 9'-4 7.927 10'-0 Pv OL 1.1970 31.11 8.87 C-120 0.15496 11'-4 Pf 2.933 4591 9'-4 15.77 5.6 7.927 K-5.6 7'-7H Pe 4547 9'-4 10.860 2B 18'-11 Pv OL 1.5420 49.57 8.52 C-120 0.10685 13'-1 Pi: 1.398 4547 9'-4 18.45 5.6 10.860 K-5.6 Pe 2658 9'-4 12.258 13'-1 Pv BL 1.7520 23.81 3.17 C-120 0.01477 169'-' Pi: 2.686 2658 9'-4 12.258 12'-1 Pe 365 9'-4 14 . 944 Cross 181'-10 Pv ..... Route 2 ..... BL 1.7520 19.26 2.56 C-120 0.00999 55'-3 Pi: 0.672 555 9'-4 16.342 12'-1 Pe 388 9'-4 17.015 Tee 67'-4 Pv tlY 1.6500 19.26 2.89 C-120 0.01337 0'-0 Pi: 0.121 388 9'-4 17.015 9'-0 Pe 380 9'-4 17.135 Cross 9'-0 Pv ..... Route 3 ..... BL 1.7520 5.62 0.75 C-120 0.00102 42'-7H Pf 0.056 541 9'-4 15.250 12'-1 Pe 366 9'-4 15.306 Cross 54' -8H Pv ..... Route 4 ..... BL 1.7520 30.16 4.01 C-120 0.02289 11'-6 Pf 1.093 541 9'-4 15.250 Tee 36 ' -2~ Pe 555 9'-4 16.342 4B 47'-' Pv BL 1.7520 10.90 1.45 C-120 0.00348 42' -3 PI: 0.189 555 9'-4 16.342 Tee 12'-1 Pe 387 9'-4 16.531 54'-4 Pv DY 1.6500 10.90 1.63 C-120 0.00466 0'-0 Pi: 0.042 387 9'-4 16.531 9'-0 Pe 379 9' -4 16.573 Cross 9'-0 Pv ..... Route 5 ..... '.m;- 1.7520 9.45 1.26 C-120 0.00268 64 ' -lH Pi: 0.204 2672 9'-4 12.674 12'-1 Pe 1965 9'-4 12.878 Tee 76' -2H Pv BL 1.7520 16.82 2.24 C-120 0.00777 14 ' -4W Pi: 0.393 1965 9' -4 12.878 36' -2~ Pe -0.000 1949 9'-4 13.271 4B,T 50'-7 Pv m;- 1.7520 35.78 4.76 C-120 0.03140 63'-0 Pf 1.979 1949 9'-4 13.271 Pe 541 9'-4 15.250 63'-0 Pv ~.. Route 6 ..... 2.2030 7.37 0.62 C-120 0.00055 12'-0 Pf 0.014 2672 9'-4 12.674 Cross 13' -7H Pe 2673 9'-4 12.688 25' -7W Pv BL 1.7520 7.37 0.98 C-120 0.00169 76 ' -lH Pf 0.190 2673 9'-4 12.688 Cross 36' -2H Pe 1965 9'-4 12.878 2E,T 112'-4 Pv ..... Route 7 ..... CM2 2.2030 16.82 1.42 C-120 0.00255 I 14'-8 pt 0.142 2659 91-4 12.532 40'-11 Pe 2672 9'-4 12."4 4E.X 55'-7 Pv ..... Route 8 ..... o n ("1 Ii C 1997-2003, M.B.P.CAD, IDe. 1Gb NumbIr: 36-364116 01/01103 14:53:30 PIp 6 I: I'S._ ~ DJ....~ naw JmC h1Cl. Lo.. DowD8"_ _...UOll D1~ k-..ct:or pt: h I'UtiDp 1Iq.~ ~ 4tnD Tot. 2.:l030 35.78 3.01 C-120 0.01029 13'-0 ..2: 0.274 2658 9'-4 12.258 cross 13 '-'" Pe 2659 9'-4 12.532 26'-7~ Pv BL 1.75:l0 LI:I.96 2.52 C-l:l0 0.00969 64 -;t" ..2: 0.739 2659 9'-4 12.532 Cross 12'-1 Pe 1949 9'-4 13.27l 76'-2~ Pv ..... Rout. 9 ..... 012 2.2030 10.02 0.84 C-120 0.000981 17'-;10 P2: 0.057 2645 9'-4 12.201 40'-11 Pe 2658 9'-4 12.258 4B.X 58'-9 Pv ..... Route 10 ..... st 1.7520 19.57 2.61 C.120 0.01029 173'-5 PI: 2.281 2645 9'-4 12.201 cross 48 ' -3~ Pe 352 9'-4 14.482 4B.X 221' -.8~ Pv ..... Route 11 ..... 012 3.3140 12.21 0.45 C-120 0.00019 12'-0 n 0.002 1915 9'-4 19.356 pe 1621 9'-4 19.358 12'-0 Pv 012 3.3140 19.64 0.73 C.1.<I0 0.00046 1'-6 n 0.011 1621 9'-4 19.358 21'-10 Pe 1587 9'-4 19 . 369 Tee 23'-4 Pv ..... Route 12 ..... BL 2.2270 12.21 ll..Ol C-120 0.00133 142'''6 n 0.267 1933 9'-4 19.089 cross 57'-6 Pe 1915 9'-4 19.356 2T.X 200'-0 Pv ..... Rout.. 1) ..... 012 2.2030 12.21 ll..03 C.120 0.00141\ 12'-0 1'1: 0.017 1648 9'-4 19.072 Pe 1933 9'-4 19.089 12'-0 Pv ..... Route 14 ..... at- 1.7520 7.44 0.99 C.120 0.00172 142'-6 Pf 0.286 1648 "-4 19 . 072 Cross 24'-2 Pe 1621 9'-4 19.358 cross 166'-8 Pv ..... Route 15 ..... BL 1.7520 8.62 1.15 C.120 0.00226 142'-6 Pt 0.376 612 9'-4 18.406 Cross 24'-2 Pe 630 9'-4 18.782 Cross 166'-8 Pv 012 2.2030 8.62 0.73 C-120 0.00074 12'-0 1'2: 0.009 630 9'-4 .18.782 Pe 864 9'-4 18.791 12'-0 Pv 012 2.2030 16.17 1.36 C-120 0.00237 15'-0 Pf 0.100 864 9'-4 18.791 27'-3~ Pe 1122 "-4 18.891 4B 42'-3~ Pv CM2 2.2030 18.75 1.58 C-120 0.00311 12'-0 Pf 0.037 1122 9'-4 18.891 Pe 1339 9'-4 18.929 12'-0 Pv CM2 2.2030 19.64 1.65 C-120 0.00339 15'-0 1'2: 0.143 1339 9'-4 18.929 27' -3~ Pe 1648 "-4 19.072 4E 42'-3~ Pv ..... Route 16 ..... BL 1. 7520 7.56 1.01 C.120 0.001771 142'-6 Pf 0.295 846 9'-4 18.497 Cross 24'-2 pe 864 9'-4 18.791 Cross 166'-8 Pv ..... Route 17 ..... BL 1.7520 2.57 0.3" C-120 O. 00024 I 142' -6 Pf 0.040 1104 9'-4 18.851 Cross 24'-2 Pe 1122 9'-4 18.891 Cross 166'-8 Pv ..... Route 18 ..... st 1.7520 0.90 0.12 C-120 0.00003 142'-6 Pf 0.006 1321 "-" 18.923 Cross 24'-2 Pe 1339 9' -4 18.929 Cross 166'-8 Pv ..... Rout. l' ..... o o n Iii C 1997-2003. M.B.P.CAD, Inc. Job Nualber: 36-364116 OllOlJ03 14:53:30 Page 7 II I o o !O I I Job Number: 36-364116 VAitll hy Diameter: Blevation: Flow: Discharge: Velocity: PresBUre: Length: Friction Loss: DC: Pt: Pn: Pf: Pe: Pv: Inch Foot gpm gpm fpll p8i Foot pei/Foot Ba.eD-Williama eonstant Total pre.sure at a point in a pipe ~ pre..ure at a point in a pipe PredUre 10.. due to friction between points PreHUre due to elevation difference between indicated point. Velocity presBUre at a point in a pipe Ii 0 1997-2083. M.B.P.CAD, IDe. 01108103 14:53:30 PIpS Ii o o o j Job NuaItIr. 36-364116 HYDRAULIC GRAPH 100 ~ - JlN!IlIIft" ~- : ... - "- ; "- ~ " : "- . :: '" '" :: ~ : '" """"-. : Ie ~.98. hole....... ~190.00025.ooo I . 98.19028.048 "- : '" . demInd curve I.". " ,.. I" . I . II III I II I I I I I I I I I 90 80 70 80 I 150 0.. 40 30 20 10 o 150500 750 1000 1250 1500 1150 W..... tIow. gpm 2000 2250 2500 SUpply 81 Node 1 SMc....... ..000 AIIIduII PNIIuIe: 2190.00 . 2$.000 SyatIm DemINt. ... 0 2IlI4f SyatiIm 0em8nd. hole....: 348.98. 21UM6 · 0 1997-2003, MJl.P.CAD, IDe. 01101103 14:53:34 PIp 9 I! l.:'~ o o o Ii o o o lob Number: 36-364116 BYD~ULIC CALCULATIONS Location: Keystone Commuities Prior Lake, MN. Job Number: 36-364116 Design Area: Mech Room (Calc 14) Date: 01/08/03 14:47:39 Design Data: Occupancy Classification: Ordinary Hazard II Density: 0.20gpm/ftl Area of Application: 1500.00ftl (Actual 1543.63ft2) Coverage Per Sprinkler: 100.00fta Number of Sprinklers Calculated: 16 Outside Bose Streams: 250.00 Total Hose Streams: 250.00 Total Water Required: 542.54 Including hose streams Maximum Pre.sure Unbalance In Loops: 0.000 Volume of Water in Pipes: 1885.41gal Maximum Velocity Above Ground: 24.62 between nodes 1925 and 2062 Maximum Velocity Under Ground: 1.70 between nodes 1 and 3 Supply Pressure(s) : Available Required Safety Margin Supply node tag: 1 16.042 65.671 49.629 Name of Contractor: Weis Builders, Inc. Address: 7645 Lyndale Ave. S. Minneapolis, MH. 55423 Designer: Thomas Miller State Certification/License Number: C015 Authority Having Jurisdiction: City of Prior Lake iii C 1997-2003, MJU'.CAD,1Dc. 01/08103 14:48:24 Pap 1 Ii Job NumIIer: 36-364116 o WATBR SUPPLY DATA IOUReI: RODS TAG STATIC PU88'OU (pd) USZDUU. PLOW PU881rU . (pd) (gpa) AVAILABLB PUS8UU (pd) TOTAL . DBJIUI) ( gpm) DQU%JUID PU'I'OU (pd) ---------------------------------------------------------------------------- 1 69.000 25.000 2190.00 65.671 542.54 49.629 SUMMARY OF OUTFLOWIHG DEVICES AC'IVAL II11IDIDII DBVIeI: PLOW now E-PACTOR PRJlSS'O'IUI (gpa) (gpa) (pd) -------------------------------------------------------------------------- SPR 4137 22.91 14.82 5.6 16.743 SPR 4138 23.09 14.82 5.6 17.000 SPR 4139 23.66 14.82 5.6 17.847 SPR 4207 20.49 14.82 5.6 13.392 SPR 4208 20.65 14.$2 5.6 13.601 SPR 4209 20.51 14.82 5.6 13.414 SPR 4210 20.35 14.82 5.6 13.208 0 SPR 4276 16.07 14.82 5.6 8.231 SPR 4277 16.20 14.82 5.6 8.364 SPR 4278 16.08 14.82 5.6 8.245 SPR 4279 15.95 14.82 5.6 8.114 SPR 4342 15.69 14.82 5.6 7.845 SPR 4343 15.81 14.82 5.6 7.973 SPR 4344 15.19 14.82 5.6 7.360 SPR 4345 15.07 14.82 5.6 7.242 8PR 4378* 14.82 14.82 5.6 7.000 * Most demanding sprinkler. o Ii 0 1997-2003, M.B.P.CAD,lDc. 01/08103 14:48:24 Pap 2 II o o o j lob Numbr. 36-364116 PITTIHGS LBQBRD --------------- B Elbow T Tee L LongEl C CheckVlv F BflyVlv G GateVlv A AlarmChk D DryPipeVlv Q 4S-Elbow R TeeRun 0 Coupling W SwingChk V DlgVlv 8 Strainer c PDC g Gauge X Croee P PumpOut r Pr...Re<! B Backflow u Unknown Z Cap J Joint f FlowDev M FltgNode H Hose S Source N Nozzle K Sprinkler y Hydrant p Pumpln Ii C 1997-2003, MAP.CAD,1De. 01108103 14:48:24 Page 3 Ii o Job N1IIIIIlr. 36-364116 MODi: AHALYSIS lIOn. BLBVA'.rXOR PI'ft'XlfGS .DSSva DISCJIAJlGB (J'oo~) (pd) (na) ----------------------------------------------------------- 612 9'-4 Cross 38.990 630 9'-4 Cross 36.946 3 l' -5~ 46.749 846 9'-4 Cross 38.996 864 9'-4 Cross 36.898 1104 9'-4 Cross 39.108 1122 9'-4 Cross 36.277 1321 9' -4 Cross 39.165 1339 9'-4 Cross 35.861 1556 7 '-~ Tee 42.494 1578 7'-7~ Bflyvlv--0.32 41.413 1584 9' -4 Elbow 40.339 1587 9 ' - 4 Tee 39.843 1621 9'-4 Cross 39.082 1648 9' -4 Cross 33.111 1915 9'-4 Cross 38.820 1925 9' -4 Tee 21.735 1933 9' -4 Cross 31.663 2062 9'-4 Cross 18.299 2183 9'-4 Cross 14.658 0 2312 9' -4 Cross 9.038 2425 9' -4 Cross 8.618 2426 9 ' - 4 Tee 7.574 1 -5'-0 Source 49.629 292.54 4137 9'-4 K-5.6 16.743 22.91 4138 9'-4 K-5.6 17.000 23.09 4139 9'-4 K-5.6 17.847 23.66 4207 9' -4 K-5. 6 13.392 20.49 4208 9'-4 K-5.6 13.601 20.65 4209 9'-4 K-5.6 13.414 20.51 4210 9' -4 K-5. 6 13.208 20.35 4276 9'-4 K-5.6 8.231 16.07 4277 9'-4 K-5.6 8.364 16.20 4278 9'-4 K-5.6 8.245 16.08 4279 9'-4 K-5.6 8.114 15.95 4342 9'-4 K-S.6 7.845 15.69 4343 9' -4 K-S. 6 7.973 15.81 4344 9'-4 K-5.6 7.360 15.19 4345 9'-4 K-S.6 7.242 15.07 4378 9'-4 K-S.6 7.000 14.82 o Iii C 1997-2003, MAP.CAD, IDe. OllOUl3 14:48:24 Pap 4 Ii HYDRAULIC ANALYSIS ~ 'l'Be Di-.tu now vU0Cl1t.Y ~ h2.c. LcHIs PZ'.SIlU&'. DCNIuI=... m.nauOA Diacllazp I:-I'aftor Pt b ntti.s ~. LeDCJtIl ~ 1JDstreea 'l'ot .. .L 010 1.1970 14.8;;& 4.22 C.12O 0.03928 5 -1 JOJ: 0.574 4378 9'-4 14.82 5.6 7.000 Ka5.6 9'-6 Pe -0.000 2426 9'-4 7.574 Tee 14' -7~ Pv 01. 1.5420 45.08 7.74 C-120 0.08964 1'-4 jOt 1.044 2426 9'-4 7.574 10' -3~ Pe 2425 9'-4 8.618 Cro.. 11'-~ Pv ~1 2.2030 76.58 6.45 C.12O 0.04205 10'-0 JOJ: 0.420 2425 ' 9'-4 8.618 Pe 2312 9'-4 9.038 10'-0 Pv ~1 2.2030 140.87 11.86 C.12O 0.12986 16'-0 Pf 5.620 2312 9'-4 9.038 27'-3~ Pe 2183 9'-4 14.658 4B 43 ' -3~ Pv O'U 2.2030 :il2:il.88 18.76 C-120 0.30345 12'-0 I'J: 3.641 2183 9'-4 14.658 Pe 2062 9'-4 18.299 12'-0 Pv CM1 2.2030 ;;&92.54 24.62 C.1:l0 0.50189 6'-10 1':1: 3.436 2062 9'-4 18.299 Pe 1925 9'-4 21.735 6'-10 Pv BL 2.2270 135.36 11.15 C-120 0.11443 58'-0 I't 9.928 1925 9'-4 21.735 Tee 28'-9 Pe 1933 9'-4 31.663 Cross 86'-9 Pv CM2 :l.:l030 135.36 11.39 C.120 0.12063 12'-0 Pt 1.448 1933 9'-4 31.663 Pe 1648 9'-4 33.111 12'-0 Pv CM2 2.2030 96.94 8.16 C-120 0.06504 15'-0 Pt 2.750 1648 9'-4 33.111 27'-3~ Pe 1339 9'-4 35.861 4B 42'-3~ Pv CM2 2.2030 69.03 5.81 C.120 0.03470 12'-0 Pt 0.416 1339 9'-4 35.861 Pe 1122 9'-4 36.277 12'-0 Pv BL 1.7520 25.67 3.42 Ca120 0.01699 142'-6 pt 2.831 11:l2 9'-4 36.277 Cross 24'-2 Pe 1104 9'-4 39.108 Cross 166'-8 Pv CM2 3.3140 69.03 2.57 C-120 0.00475 1;;&'-0 P:I: 0.057 1104 9'-4 39.108 Pe 1321 9' -4 39.165 12'-0 Pv CM2 3.3140 96.94 3.61 C-120 0.00890 13'-6 Pf 0.678 1321 9' -4 39.165 62'-7 Pe 1587 9'-4 39.843 4B,T 76'-1 Pv CM;I 4.3100 292.54 6.43 C-120 0.01911 1;;&'-0 1'1: 0.496 1587 9'-4 39.843 13'-11 Pe 1584 9'-4 40.339 Elbow 25'-11 Pv In 4.2600 292.54 6.58 C-120 0.02022 1'-1 Pf 0.341 1584 9'-4 40.339 15 '-9~ Pe 0.733 1578 7'_7~ 41.413 F--0.32 16' -10~ Pv CM2 4.3100 292.54 6.43 C-12O 0.01911 1'-0 1'1: 0.818 1578 7'-7~ 41.413 41' -9~ Pe 0.263 1556 7'-~ 42.494 E T 42' -'" Pv 1"R 6.4030 292.54 2.91 C-120 0.00278 254'-5 Pf 1.837 1556 7'-~ 42.494 406'-3~ Pe 2.418 3 1'-5~ 46.7494T 10B,Q, F.-O. 036, C-- .116, CJio6e'.G. Pv w 8.3900 292.54 1.70 C-140 0.00056 112 -7~ PI: 0.080 3 1'.5~ 46.749 30 '-6~ Pe 2.800 1 -5'-0 49.629 B.B 143'-2 Pv ..... Route 1 ..... 0, -' o n Ii 01997-2003, M.B.P.CAD,IDc. Job Numbr. 36-364116 01108103 14:48:24 Pap' Ii o o o Job NaabIr: 36-364116 ftDe nme ~ now Be 1'z:1c. Lolls ~~ :k~ Dowut--. OIl .:.~ R PC ntUDgtI sa.uy lJDa.tnIa 'fot. OL 1.5~:l0 15.07 2.59 C-120 0.0118~ 1.0'-0 l'%: 0.~18 4345 "-4 1.5.07 5.6 7.242 K-5.6 Pe 4344 9'-4 7.360 10'-0 Pv OL 1..5420 30.26 5.20 C-120 0.04289 5'-0 1i'I: 0.;;!l4 4344 "-4 15.19 5.6 7.360 K-5.6 Pe 2426 9'-4 7.574 5'-0 Pv ..... acute ;a ..... OL 1.5420 15.69 2.69 C-120 0.01272 10'-0 Pi: 0.127 4342 9'-4 15.69 5.6 7.845 K-5.6 Pe -0.000 4343 9'-4 7.973 10'-0 Pv ot 1.5420 31..50 5.41 C-120 0.04618 3'::-8 Pi: 0.645 4343 9'-4 1.5.81. 5.6 7.973 K-5.6 10 '-3M Pe 0.000 2425 9'-4 8.61.8 Cross 1.3 ' -UM Pv ..... Route 3 ...... ot 1.5420 15.95 2.74 C-120 0.01312 10'-0 Pi: 0.131 4279 9'-4 15.95 5.6 8.114 K-5.6 Pe 4278 9'-4 8.245 10'-0 Pv Ot 1.5420 32.03 5.50 C-UO 0.04764 6'.4 Pi: 0.793 4278 9'-4 16.08 5.6 8.245 K-5.6 10'-3M Pe 2312 9'-4 9.038 Cross 16'-7W Pv ..... ROUte .. ..... OL 1.5420 16.07 2.76 C-120 0.01329 10'-0 Pi: 0.133 4276 9'-4 16.07 5.6 8.231 K-5.6 Pe 4277 "-4 8.364 10'-0 Pv OL 1.5420 32.26 5.54 C-120 0.04828 3'-8 pJ: 0.674 4277 9'-4 16.20 5.6 8.364 K-5.6 10'-3M Pe 231.2 9'-4 9.038 Cross 13'-11W Pv ..... Route 5. ..... OL 1.5420 20.35 3.50 C-120 0.02059 10'-0 Pi: 0.206 4210 "-4 20.35 5.6 13.208 K-5.6 Pe 4209 "-4 13.414 10'-0 Pv OL 1.5420 40.86 7.02 C-120 0.07475 6'-4 Pi: 1.244 4209 9'-4 20.51 5.6 13.414 K-5.6 10'-3M Pe 2183 "-4 14.658 cross 16'-7W Pv ..... Route 6 ..... OL 1.54:il0 20.49 3.52 C-120 0.02085 10'-0 Pi: 0.209 4207 9'-4 20.49 5.6 13.392 K-5.6 Pe 0.000 .4208 9'-4 13.601 10'-0 Pv OL 1.5420 41.15 7.07 C-120 0.07572 3'-8 pJ: 1.057 4208 9'-4 20.65 5.6 1.3.601 K-5.6 10' -3W Pe -0.000 2183 9'-4 14.658 Cross 13' -11M Pv ..... Route 7 ..... OL 1.5420 22.91 3.94 C-120 0.02564 10'-0 Pi: 0.256 4137 9'-4 22.91 5.6 16.743 K-5.6 Pe 4138 9'-4 17.000 10'-0 Pv OL 1.5420 46.00 7.90 C-120 0.09308 3'-8 Pi: 1.300 4138 9'-4 23.09 5.6 17.000 K-5.6 10' -3M Pe 2062 9'-4 18.299 Cross 13' -llW Pv ..... Route 8 ..... . OL . 1.5420 23.66 4.06 C-120 0.02720 6'-4 PI: 0.453 4139 9'-4 23.66 5.6 17.847 K-5.6 10'-3M Pe 2062 9'-4 18.299 cross 16'-7M Pv ..... Route 9 ..... c:M:il 3.3140 157.17 5.85 C-120 0.02177 12'-0 pJ: 0.261 1915 9'-4 38.820 Pe 1621 9' -4 39.082 12'-0 Pv CM2 3.31.40 195.60 7.28 C-120 0.03263 1'-6 1i'J: 0.761 1621 9'-4 39.082 21'-10 Pe 1587 9'-4 39.843 Tee 23'-4 Pv ..... Route 10 ..... Ii 0 1997-2003, M.B.P.CAD,1Dc. 01/08103 14:41:24 Pap 6 II tJ.i o o o Job NaabIr: 36-364116 JII._ ~.~ now 1IIfi!. 1'z:1c . Lou ft~ DoaIIt&'Ma .....UOD K-raGtoc .t: PC I'ltUDgtI ~.~ ~ lIDstnla Tot.. ~... BL 2.2270 ~57.~7 12.95 C-120 0.15085 84'-\5 1i'J: 17.085 1925 9'-4 21.735 Tee 28'-9 Pe 1915 9'-4 38.820 Cross 113'-3 Pv ..... ROute ~ .,.... BL 1.7520 38.43 5.11 C-120 0.03582 142'-6 Pi: 5.971 1648 9'-4 33.111 Cross 24'-2 Pe 1621 9'-4 39.082 Cross 166'-8 Pv ..... Route 12 ..... CM2 2.2030 21.52 1.1r1 C.120 0.00402 12'-0 Pi: 0.048 864 "-4 36.898 Pe 630 "-4 36.946 12'-0 Pv BL 1.7520 21.52 2.86 C!a120 0.01226 142'-6 Pi: 2.044 630 9'-4 36.946 Cross 24'-2 Pe 612 " -4 38.990 Cross 166'-8 Pv CM2 3.3140 21.52 0.80 C.120 0.00055 12'-0 Pf 0.007 612 "-4 38.'90 Pe 846 "-4 38.996 12'-0 Pv CM2 3.31.40 43.36 1.61 C.120 0.00201 15'-0 Pi: 0.112 846 "-4 38.996 40'-9 Pe 1104 "-4 39.108 4B 55'-' Pv ..... Route 13 ..... m. 1.7520 21.83 2.tl C-120 0.01259 142'-6 Pi: 2.098 864 "-4 36.898 Cross 24'-2 Pe 846 " -4 38.~6 Cross 166'-8 Pv ..... Route 14 ..... IL 1.7520 27.'1 3.71 C.120 0.01'83 142'-6 Pf 3.305 1339 9'-4 35.861 cross 24'-2 pe 1321 9'-4 39.165 Cross 166'-8 Pv ..... Route lS ..... CM2 2.2030 43.36 3.65 C.120 0.01468 15'-0 Pf 0.621 1122 9'-4 36.277 27' -3W Pe 864 9'-4 36.898 4E 42'-3M Pv ..... Route 16 ..... Units by Diameter: Inch Blevation: Foot Flow: gpn Dischaxge: gpm Velocity: fps Pressure: psi Length : Poot Priction Loss: psi/Foot HWC: Haaeo-Willi... Conatant pt: Total pre..ure at a point in a p~pe Pn: Normal l*88.ure at a point in a. pipe Pf: Pressure los. due to friction -~ween points Pel PresllUre due to elevation diffld1mce between indicated points Pv: Velocity presBure at a point in a pipe Ii 0 1197-2013, MU.CAD._. OllOlW03 14:48:24 Pap 7 "I o o ~.- n Job NaabIr: 36-364116 HYDRAULICORAPH 100 ; ; ; - . - Pf'!IU'l88. .- ~ ~ ~ ~ ~'" ..~ I..... will..... ~ I I ~ '" ; !l2.54 0 49.829 : ~ r-..... : ~190.oo0 25.000 ; derlWld curve '" ; ~ , . I . . "" . , I I I , I I' .. . I 90 80 70 80 1. 150 Q. 40 30 20 10 o Il50 500 750 1000 1250 1500 1750 2000 2250 2500 W_tow. QPI1l 8uppIy at Node 1 SIIIIc.......: 88.000 ReeIdu8I PIwIure: 2190.00 CD 25.000 8yIIiIm o.m.nd: 282.54 049.829 8yIIiIm DenwId will helle a.rna: 542.54 0 48.. Ii 0 1997.2003, M.B.P.cAD, ~ 01108103 14:48:28 PIle 8 I: o o o ,;, I., Ii ' o o \ o Job Number: 36-364116 HYDRAULIC CALCULATIONS Location: Keystone Commuities Prior Lake, MN. Job Number: 36-364116 Design" Area: 1st Flr. CCl Calc. (Calc #5) Date: 01/08/03 15:14:06 Design Data: Occupancy Classification: Light Hazard Density: 0.10gpm/ftl Area of Application: 10S5.51ftl (Actual 1055.51ftl) Coverage Per ~rinkler: 100.00ftl Number of Sprinklers calculated: 13 OUtside Hose Streams: 100.00 Total Hose Streams: 100.00 Total Water Required: 226.07 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 1885.41gal Maximum Velocity Above Ground: 14.11 between nodes 2699 and 2743 Maximum Velocity Under Ground: 0.73 between nodes 1 and 3 Supply Pressure(s) : Available Required Safety Margin -----------------~-------------------.------------------------------ Supply node tag: 1 68.341 51.054 17.287 Name of Contractor: Weis Builders, Inc. Address: 7645 Lyndale Ave. S. Minneapolis, MH. 55423 Designer: Thomas Miller State Certification/License Number: C015 Authority Having Jurisdiction: City of Prior Lake Ii 0 1997-2003. M.B.P.CAD,IJIc. 01108103 15:14:15 Pagel I, Job Numbr. 36-364116 o WATER SUPPLY DATA SOURCB IIOD. 'I'M STATIC 'DSIVRB (pai) USIDVAL I'LOW 'DSI" . (pd) (gpa) AVA%LABLB 'D.I1DB {p8U TOTAL . DBIIAlm ( gpIIl) UQUIRBD .U811JJU1 (pd) 1 69.000 25.000 2190.00 68.341 226.07 51.054 StJllllARy OF OUTFLOWIIIG DEVICES ACTUAL IaIlIIIVII DBVICB PLOW PLOW It-PI.C'l'OR '..IIVU (gpa) (gpa) (pd) -----------------------------------------------------.-------------------- SPR 4321 10.01 9.49 3 11.122 SPR 4363 9.61 9.49 3 10.251 SPR 4383 9.99 9.49 3 11.080 SPR 4407 9.58 9.49 3 10.202 SPR 4421 9.99 9.49 3 11.084 SPR 4427 9.61 9.49 3 10.267 SPR 4447 9.58 9.49 3 10.203 n SPR 4451 10.01 9.49 3 11.140 SPR 4471 9.54 9.49 3 10.111 "'"-" SPR 4480 9.60 9.49 3 10.247 IPR 4504. 9.49 9.49 3 10.000 SPR 4513 9.54 9.49 3 10.114 SPR 4533 9.52 9.49 3 10.077 * Most demanding sprinkler. n Ii 0 1997-2003, M.B.P.CAD,IDc. 01108103 15:14:16 hp2 II o (1 "- o Job NaabIr: 36-364116 FITTINGS LBGBND E Elbow T Tee L LongEl C CheckVlv F BflyVlv G GateVlv A AlarmChk D DryPipeVl v Q 4S-Elbow R TeeRun o Coupling W SwingChk V DlgVlv s Strainer c FOC g Gauge X C;:ross P PumpOut r PressRed B Backflow u Unknown Z Cap J Joint f FlowDev M FltgNode H Hose S Source N Nozzle K Sprinkler Y Hydrant p Pumpln Ii 0 1197-2003, M.B.P.CAJ).1Dc. 01101J03 15:1':16 Pap 3 Ii Job N1D1Mr. 36-364116 o NODB ARALYSIS MOD. m.KVHIOK I'I'l"1'DfGS PUSSURJ: DISCllARGB (1'001:) (pd) ( gpm.) ----------------------------------------------------------- 72 18'-4 Tee 34.696 73 18'-4 Cross 3<1.696 74 18'-4 Cross 34 .695 75 18'-4 Cross 34.691 76 18'-4 Cross 34.685 77 18' -4 Cross 34.674 78 18'-4 Cross 3<1.655 79 18'-4 Cross 34.622 80 18'-4 Tee 34.558 574 18'-4 Cross 19.863 676 18'-4 Tee 19.130 716 18'-4 Cross 19.965 3 1'-5~ 48.237 877 18'-4 Cross 20.222 1018 18'-4 Cross 21.050 1196 18'-4 Cross 34.709 1197 18'-4 Cross 34.709 1198 18'-4 Cross 34.710 1199 18'-4 .Cross 34.711 1200 18' -4 Cross 34.713 0 1201 18'-4 Tee 34.718 1202 18'-4 Tee 34.722 1203 18'-4 Tf!e 34.733 1204 18'-4 Tee 34.750 1205 18'-4 Tee 34.783 1207 18'-4 Tee 34.882 1208 18'-4 Tee 32.247 1211 18'-4 Tee 22.887 1238 18' -4 Cross 19.472 1373 18'-4 Cross 17.058 1528 17' -4 37.801 1558 16'-0 Tee 41 . 544 1604 18'-4 Tee 15.818 1796 18'-4 Tee 15.148 1827 18'-4 Tee 14.303 1984 18'-4 Tee 15.012 2121 18'-4 Tee 34.721 2122 18' -4 Cross 34.719 2385 18'-4 Tee 11.889 2398 18'-4 Tee 15.998 2455 18'-4 Tee 11.002 2488 18'-4 Tee 11. 846 2524 18'-4 Tee 10.953 2547 18'-4 Cross 15.834 2549 18'-4 Tee 11. 849 2560 18'-4 Tee 11.019 2585 18'-4 Cross 15.678 2588 18'-4 Tee 10.953 0 2594 18'-4 Tee 11.907 Ii 0 1197-2003, M.B.P.CAD, Inc. 01108103 15:14:16 Pap 4 Ii Job Numbr. 36-364116 0 2620 18'-4 Cross 15.174 2632 18' -4 Tee 10.860 2690 18'-4 Tee 10.998 2699 18'-4 Cross 14.330 2715 18'-4 Tee 10.SS9 2720 18' -4 Tee 10.747 2735 lS'-4 Tee 10.S63 2742 18'-4 Tee 10.816 2743 18' -4 Cros. 12.450 2767 18'-4 Tee 10.826 2772 18'-4 Cross 34.711 2773 18'-4 Cross 34.711 2774 18'. -4 Cross 34.712 2775 18'-4 Cross 34.712 2776 18'-4 Tee 34.713 2778 18'-4 Cross 34.716 2779 18'-4 Cross 34.718 2780 18' -4 Cross 34 . 718 2781 18'-4 Cross 34.718 2787 18' -4 Cross 11.458 2842 18' -4 Cross 11.103 1 -5'-0 Source 51.054 126.07 4321 19'-7~ K-3.0 11.122 10.01 4363 19'-7~ K-3.0 10.251 9.61 4383 19'-7~ K.3.0 11.080 9.99 4407 19'-7~ K-3.0 10.202 9.58 4421 19'-7~ K-3.0 11. 084 9.99 0 4427 19'-7~ K-3.0 10.267 9.61 4447 19'-7~ K-3.0 10.203 9.58 4451 19 '-7~ X-3. 0 11.140 10.01 4471 19'-7~ X-3.0 10.111 9.54 4480 19'-7~ K-3.0 10.247 9.60 4504 19'-7W K-3.0 10.000 9.49 4513 19'-7W X-3.0 10.114 9.54 4533 19'-7~ K-3.0 10.077 9.52 o Ii 0 1197-2003, M.B.P.CAD, Inc. 01108103 lS:14:16 PapS II o o o Job Number: 36-364116 HYDRAULIC ANALYSIS .1_ 'l'ne DUIM~ I'low IDle h!.c. Loa. he8tJWl:'e DowuttrHa lI1lW&tion DbcbHp ':-l'aCtor 't: PC .it:tiDp ~.~ ~ -I'tr... 'lot:. r..Datb 1.0870 9.49 3.28 C-1S0 0.01822 1 -Jlf Pi: 0.187 4504 19' -7W 9.49 3 10.000 K-3.0 8' -l1W Pe 0.560 2720 18'-4 10.747 Tee 10'-3 Pv BL 1.4000 9.49 1.98 C-1S0 0.00531 3'-4 Pi: 0.069 2720 18 -4 10.747 9'-8W Pe 2742 18'-4 10.816 Tee 13'-M Pv BL 1.4000 6.27 1.31 C-150 0.00247 7'-7W Pf 0.043 2742 18'-4 10.816 9'-8W Pe 2715 18'-4 10.859 Tee 17 ' -.~ Pv BL ]... 4000 2.00 0.42 C.150 0.00030 4 -3M Pt 0.001 2715 18'-4 10.859 Pe 2632 18'-4 10.860 4'-3W Pv BL 1.4000 11.54 2.41 C.150 0.00764 11'-0 Pi: 0.158 2632 18'-4 10.860 9'-8W Pe 2560 18'-4 11.019 2E 20'-8lf Pv BL 1.4000 21.16 4.41 C-150 0.02343 123 '-11M Pf 3.284 2560 18'-4 11.019 16'-2W Pe 1827 18'-4 14.303 O,3E 140' -2 Pv BL 1.4000 12.06 2.51 C-150 0.00828 92'-3W Pi: 0.844 1827 18'-4 14.303 9'-8W Pe 1796 18'-4 15.148 2E 102'-0 Pv OL 1.6020 21.16 3.37 C-150 0.01215 8'-0 Pf 0.670 1796 18'-4 15.148 Tee 47'-2 Pe 1604 18'-4 15.818 3T 55'-2 Pv OL 1.6020 39.87 6.35 C-150 0.03925 8'-0 Pi: 1.240 1604 18'-4 15.818 Tee 23'-7 Pe 1373 18'-4 17.058 Cross 31:"-7 Pv OL 1.6020 58.35 9.29 C-150 0.07940 6'-10 Pt 2.414 1373 18'-4 17.058 Cross 23'-7 Pe 1238 18'-4 19.472 Cross 30'-5 Pv OL 1.6020 ?6.71 12.21 C-150 0.131?1 2'-4 Pi: 3.416 1238 18'-4 19.472 Cross 23'-7 Pe 1211 18'-4 22.887 Tee 25'-11 Pv OL 2.0030 126.07 12.84 C-150 0.11125 19 -4 Pi: 9.360 1211 18'-4 22.887 64' -9W Pe 1208 18'-4 32.247 5T 84' -lW Pv OL 2.0030 112.38 11.44 C-150 0.08993 3'-4M Pf 2.635 1208 18'-4 32.247 Tee 25'-11 Pe 1207 18'-4 34.882 Tee 29' -3M Pv OL 2.1540 126.07 11.10 C.120 0.11800 15'-M Pf 2.494 1207 18'-4 34.882 6'-lW Pe 0.424 1528 17'-4 37.801 Elbow 21'-lM Pv MS 2.1570 126.07 11.07 C-120 0.11720 1'-1 Pf 3.156 1528 17'-4 37.801 25'-10 pe 0.587 1558 16'-0 41.544 E,F--0.865,T 26'-11 Pv FR 6.4030 126.07 1.26 C-120 0.00059 258'-9M Pf 0.390 1558 16'-0 41.544 406'-3W Pe 6.304 3 l'-5W 48.237 4T,10B,O. F--O .008.C--C .024,&o-Q-3 Pv UG 8.3900 126.07 0.73 C.140 0.00012 112'-7M Pf 0.017 3 1 ' - 5lf 48.237 30' -6M Pe 2.800 1 -5'-0 51.054 E,S 143' -2 Pv ..... Route 1 ..... SP 1.0870 9.52 3.29 C-150 0.01835 l'-3W Pi: 0.188 4533 19'-7W 9.52 3 10.077 K-3.0 8'-l1W Pe 0.560 2767 18' -4 10.826 Tee 10'-3 Pv Ii 0 lm-2003. M.II.P.CAD,IDc. Pap 6 01/08103 15:14:16 II HDe 'IYDe now -.c h:l.c. Loll. ft~ Dowutaua eftUOIl DiItCbarp K";'.ctoc ltt PC I'1t:UDgtI ~.Lagtb ~ 'DDs=- 'l'ot . BL 1.4000 ~:.a.74 :.a.66 C.150 0.00917 20'-\5 PJ: 0.277 2767 18'-4 10.8~6 9'-8W Pe 2842 18' -4 11.103 Cross 30 '-2W Pv CM3 ~ .4000 26.s5 5.53 C-150 0.03566 9'-1~" 1i'I: 0.356 2842 18'-4 11.103 Pe 2787 18'-4 11.458 9' -l1W Pv 043 1.4000 46.21 9.63 C.150 0.09942 9' -l1W Pf 0:992 2787 18'-4 11.458 Pe 2743 18'-4 12.450 9'-llW Pv CM3 1.4000 67.72 14.11 C-150 0.20162 9'-4 Pi: 1.880 2743. 18'-4 12.450 Pe 2699 18'-4 14.330 9'-4 Pv CM3 1.4000 49.3\5 10.29 C-150 0.11232 7'-6 pJ: 0.843 2699 18'-4 14.330 Pe 2620 18'-4 15.174 7'-6 Pv 043 1.4000 32.06 6.68 C.150 0.05057 9'-11M Pf 0.504 2620 18'-4 15.174 Pe 2585 18'-4 15.678 9' -11M Pv 043 1.4000 17.01 3.55 C.150 0.01566 9'-l1W PJ: 0.156 2585 18'-4 15.678 Pe 2547 18'-4 15.834 9'-l1M Pv 043 1.4000 6.58 1.37 C.150 0.00270 31'-5 Pf 0.164 2547 18'-4 15.834 29'-2 Pe 2398 18'-4 15.998 X.2T 60'-7 Pv BL 1.4000 17.01 3.55 C-150 0.01566 162'-tW 1i'J: 3.132 2398 18'-4 15.998 37'-3 Pe 676 18'-4 19.130 3E.20.2T 200' -W Pv BL 1.4000 9.35 1.95 C-150 0.00517 137' -2M Pf 0.836 676 18'-4 19.130 24'-3M Pe 716 18'-4 19.965 5B 161'-6 Pv OL 1.6020 17.01 2.71 C.1S0 0.00812 8'-0 Pf 0.256 716 18'-4 19.965 Cross 23'-7 Pe 877 18'-4 20.222 Cross 31'-7 Pv OL 1.6020 32.06 5.10 C.150 0.02623 8'-0 Pf 0.828 877 18'-4 20.222 Cross 23'-7 Pe 1018 18'-4 21.050 Cross 31'-7 Pv OL 1.6020 49.36 7.86 C.].SO 0.05827 7 ' -11M Pf 1.837 1018 18'-4 21.050 Cross 23'-7 Pe 1211 18'-4 22.887 Tee 31'-6W Pv ..... Route 2 ..... -c. SP 1.0870 '.54 3.30 C.150 0.01841 l'-JW l'%: 0.189 4471 19'-7W 9.54 3 10.111 K-3.0 I 8 '-l1W Pe 0.560 2632 18'-4 10.860 Tee 10'-3 Pv ..... Route 3 ..... SP 1.0870 9.54 3.30 C-150 0.01841 l'-3W {)C 0.189 4513 19' -7M 9.54 3 10.114 K-3.0 8 ' -11M Pe 0.560 2735 18'-4 10.863 Tee 10'-3 Pv BL 1.4000 13.80 2.88 C-150 0.01063 12' -tW Pi: 0.240 2735 18'-4 10.863 9'-8M Pe 2842 18'-4 11.103 cross 22' -6W Pv ..... Route 4 ..... SP 1.0870 9.58 3.31 C-150 0.01856 l'-3W Pf 0.191 4407 19' -7M 9.58 3 10.202 K-3.0 8' -11M Pe 0.560 2524 18'-4 10.953 Tee 10'-3 Pv BL 1.4000 9.11 1.90 C.150 0.00493 10'-0 Pf 0.049 2524 18'-4 10.953 Pe 2455 18'-4 11.002 10'-0 Pv BL 1.4000 18.71 3.90 C-150 0.01867 217'-5M Pi: 4.816 2455 18'-4 11.002 40'-6 Pe 1604 18'-4 15.818 O.8E 257'-l1M Pv ..... Route 5 ..... o o o Ii 0 1197-2003, M.B.P.CAD,IDc. Job NumIMr. 36-364116 01/08103 15:14:16 Pap 7 Ii n_ "IYM now BIll: hi.c. Lou Lagtb :k___ J:lowa.a__ m...,.tiOll D18Cbaz'p K-l'acto&' Pt PC ntti... ~.LeDgtJt. .....,. -J!t~ Tot. I_I. 1.0870 9.58 3.31 C-150 0.01856 l'-;ns P2: 0.191 4447 19' -7~ 9.58 3 10.203 K-3.0 8' -l1W Pe 0.560 2588 18'-4 10.953 Tee 10'-3 Pv 8L 1.4000 ~0.0\5 2.10 C-150 0.O059~ 7'-7~ l'%: 0.045 2588 18'-4 10.953 Pe 2690 18'-4 10.998 7'-7W Pv 8L 1.4000 19.66 4.10 C.150 0.02046 12'-9 PJ: 0.460 2690 18'-4 10.998 9'-8W Pe 2787 18'-4 11.458 cross 22'-6 Pv ..... KOUte 6 ..... SP 1.0870 '9.60 3.32 C.150 0.01864 l'-3W PJ: 0.191 4480 19' -7W '.60 3 10.247 K-3.0 8' -11M Pe 0.560 2690 i8'-4 10.998 Tee 10'-3 Pv ..... Route 7 ..... SP 1.0870 9.15l 3.32 C-150 0.01864 l'-3W l'%: 0.191 4363 19' -7M 9.61 3 10.251 K-3.0 8' -11M Pe 0.560 2455 18'-4 11.002 Tee 10'-3 Pv ..... ROute 8 ..... . SP 1.0870 '.61 3.32 C-150 O. 01867 I l'-3W Pi: 0.192 4427 19'-'M 9.61 3 10.267 K-3.0 8' -11M Pe 0.560 2560 18'-4 11.019 Tee 10'-3 Pv ..... Koute 9 ..... IIii' 1.0870 '.99 3.45 C.150 0.02004 l'-3W P2: 0.206 4383 19'-7M 9.99 3 11.080 K-3.0 8' -11M Pe .0.560 2488 18'-4 11.846 Tee 10'-3 Pv Bt 1.4000 8.48 1.77 C.150 0.00431 10'-0 Pi: 0.043 2488 18'-4 11.846 Pe 2385 18'-4 11.889 10'-0 Pv IL 1.4000 18.48 3.85 C-150 0.01825 237'-11 l'%: 5.169 2385 .. 18'-4 11.889 45'-4 Pe 1373 18'-4 17.058 Q,7E,T 283'-3 Pv ..... Route 10 ..... SP 1.0870 9.99 3.45 C-150 0.02004 l'-;JM Pi: 0.206 4421 19' -7M 9.99 3 11.084 K-3.0 8' -11M Pe 0.560 2549 18'-4 11.849 Tee 10'-3 Pv BL 1.4000 11.50 2.40 C-l!iO 0.00758 7'-7 l'%: 0.057 2549 18'-4 11.849 Pe 2594 18'-4 11.907 7'-7 Pv 8L 1.4000 21.51 4.48 C-150 0.02416 12'-9 PJ: 0.543 2594 18'-4 11.907 9'-8M Pe 2743 11'-4 12.450 Cross 22'-6 Pv ..... KOUte 11 ..... SP 1.0870 10.01 3.46 C.150 0.02011 l'-3M l'%: 0.207 4321 19'-7M 10.01 3 11.122 K-3.0 8' -11M Pe 0.'560 2385 18'-4 11.889 Tee 10'-3 Pv ..... Route L2 ..... sP 1.0870 10.01 3.46 C.150 0.02014 I 1 ' -;JM PI: 0.207 4451 19'-7H 10.01 3 11.140 K-3.0 8' -11M Pe 0.560 2594 18'-4 11.907 Tee 10'-3 Pv ..... KOUte 13 ..... OL 2.0030 2.27 0.23 C-150 0.00007 6'-7 Pf 0.002 1199 18'-4 34.711 cross 25'-11 Pe 1200 18'-4 34.713 Cross 32' -5M Pv OL 2.0030 3.43 0.35 C-150 0.00014 8'-0 P:I: 0.005 1200 18'-4 34.713 Cross 25'-11 Pe 1201 18'-4 34.718 Tee 33' -11 Pv OL 2.0030 3.75 0.38 C.150 0.00017 l' -\5M Pf 0.005 1201 18'-4 34.718 Tee 25' -11 Pe 1202 18'-4 34.722 Tee 27'-5 Pv IJL 2.0030 5.67 0.58 C-150 0.00036 4'-~ 1>3: 0.011 1202 18'-4 34.722 Tee 25 '-11 Pe 1203 18'-4 34.733 Tee 30' -4M Pv o o n Ii 0 1997-2003, M.B.P.CAD,IDc. i .j Job Numbtr: 36-364116 01108103 15:14:16 papa I, o o ~ (' Job Number: 36-364116 ftIMI 'IYDe n_ ..: h1c. Lou pz.ellawN DINu=- ......UOD K-J'&CIto&' pt PC r1tUllgtl ~.~ ~ Tot. .. CL i.~030 7.;16 0.74 C.150 0.00057 3- Pf 0.017 1203 18'-4 34.733 Tee 25'-11 Pe 1204 18'-4 34.750 Tee 29'-5 Pv OL 2.0030 10.02 1.02 C-150 0.00103 \5'-0 PI: 0.033 1204 18t-4 34.750 Tee 25' -11 Pe 1205 18'-4 34.783 Tee 31'-11 Pv OIl :2 .0030 13.69 1.39 C.150 0.00183 2'-~ Pf 0.100 1205 .18'-4 34.783 Tee 51'-10 pe 1207 18'-4 34.882 3T 54'-5 Pv ..... lIICUte 14 ..... OL a .0030 0.43 0.04 C.150 0.00000 6'-0 P:l: 0.000 1196 18'-4 34.709 Cross 25 '-11 Pe 1197 18'-4 34.709 Cros. 31'-11 Pv OL 2.0030 0.91 0.09 C.150 0.00001 8'-0 Jilt 0.000 1197 18'-4 34.709 Cross 25' -11 Pe 1198 18'-4 34.110 Cross 33'-11 Pv OL 2.0030 1.50 0.15 00150 0.00003 8'-0 Pi: 0.001 1198 18'-4 34.710 Cros. 25'-11 pe 1199 18'-4 34.111 cross 33'-11 Pv aL 1.4000 0.40 0.08 c. 0.00002 105 -6W Pi: 0.002 1199 18'-4 34. 1 Pe 2775 18'-4 34.112 105'-6W Pv OL ;1.00:10 1.66 0.17 C.150 0.00004 6'-7 Pf 0.001 2775 18'-4 34.712 cros. 25'-11 Pe 2776 18'-4 34.713 Tee 32'-5M Pv OL 2.0030 1.91 O.U 00150 0.00005 9'-\5W Pi: 0.003 2776 18'-4 34.113 Tee 51'-10 pe 2778 18'-4 34.716 2T X 61'-4 Pv BL 1.4000 0.32 0.07 C.lSO 0.00001 107'-1 Pi: 0.001 2778 18'-4 34.716 9'-8W Pe 1201 18'-4 34.718 2B 116' -9M Pv ..... lIICUte 15 ..... BL 1.4000 0.44 0.09 C.lSO 0.00002 105'-6W pt 0.002 1197 18 -4 34.709 Pe 2773 18'-4 34.711 105'-6W Pv aL 2.0030 0.83 0.08 C.1S0 0.00001 8'-0 Pi: 0.000 2773 18'-4 34.711 Cross 25' -11 Pe 2774 18'-4 34.712 cross 33'-11 Pv OL 2.0030 1.26 0.13 C.150 0.00002 8'-0 P:I: 0.001 2774 18'-4 34.712 Cross 25'-11 Pe 2775 18'-4 34.712 cross 33'-11 Pv ..... Route 16 ..... OL 1.6020 9.10 1.45 C-150 0.00255 6'-0 P:I: 0.136 1984 1"-4 15.012 Tee 47'-2 pe 1796 18'-4 15.148 3T 53'-2 Pv ..... acute 17 ..... BL 1.4000 0.44 0.09 C-150 0.00002 105'-6M P:I: 0.002 1198 18'-4 34.710 pe 2774 18'-' 34.712 105' -6M Pv ..... Route .18 ..... BL 1.4000 0.38' 0.08 C-150 0.00001 111' -6M Pt 0.002 1196 18'-4 34.709 29'-2 pe 2772 18'-4 34.711 6B 140' -8M Pv OL 2.0030 0.38 0.04 C-;1.50 0.00000 8'-0 PI: 0.000 2772 18'-4 34.711 Cross 25'-11 pe 2773 18'-4 34.711 crOBS 33'-11 Pv ..... Route 19 ..... BL 1.4000 3.22 0.67 C.1S0 0.000721 3'-3M Pi: 0.009 2742 18'-4 10.816 Tee 9'-8M pe 2767 18'-4 10.826 13'-0 Pv ..... Route ;10 ..... Ii 0 1997.2003, M.B.P.cAD,1Dc. OllOllOS 15:14:16 Pap 9 j k' Ii o o n I Job NIambIr: 36-364116 ft_ ~ __bel: ow -= hie. Lolls Pr~ DDwU..... - ecJaaqe K-.-.c~ ft PC I'1tU"s ~. LeDgtJa ~ 1IDatnla Tot. . ~... BL ~.4000 4.<1\5 0.8l' c-150 0.0012~ 3'-4 l'%: 0.004 2715 18'-4 10.859 Pe 2735 18'-4 10.863 3'-4 Pv ..... ROute <I~ ..... BL 1.4000 0.48 0.10 C-J;50 0.00002 11'-0 Pi: 0.000 2524 18t-4 10.953 . 9'-8W Pe 2588 18'-4 10.953 2B 20'-IW Pv ..... Rout. ..... m. 1.4000 17.30 3.60 Cwt150 0.011114 I ;a9l"-4 Ii'E 5.877 2620 18'-4 15. n4 Cro.. 64' -tw Pe 1018 .. 18'-4 21.050 91,Q,T 364' -lW Pv ..... Rout.a3 ..... BL 1.4000 18.36 3.83 c-150 0.01802 273'-11 Pf 5.141 2699 18'-4 14.330 Croa. 11'-4 Pe 1238 18'-4 19.472 45-Elbow 285' -3M Pv ..... Route 24 ..... BL 1.4000 9.10 1.90 C-150 0.00492 100'-4 1':1: 0.709 1827 18'-4. 14.303 Tee 43'-9 Pe 1984 18'-4 15.012 71 144' -1 Pv ..... Route 25 ..... OL 1.6020 7.66 1.22 C-150 0.00186 8'-0 1i'I: 0.102 574 18'-4 19.863 Cross 47'-2 Pe 716 18'-4 19.'65 2T.X 55'-2 Pv ..... Route 26 ..... BL 1.4000 10.43 2.17 Cwt150 0.00633 I 16'-2 P:f (f~164 2547 18'-4 15.834 Croa. 9'-8M Pe 2398 18'-4 15.998 25'-10M Pv ..... Route 27 ..... BL 1.4000 15..05 3.14 Clll150 0.01248 297'-8 Pf 4.544 2585 1B'-4 15.178 Cro.s 66'-5 Pe 877 18'-4 20.222 7E,2Q,2T 364'-M Pv ..... Route 21 ..... BL 1.4000 1.51 0.31 C-150 0.00018 11'-0 Pf 0.004 2488 18'-4 11.846 9'-8M Pe 2549 18'-4 11.849 2E 20' -8W Pv ..... Route 2' ..... OL 2.0030 13.69 1.39 C-150 0.00183 9'-0 PI: 0.064 80 18'-4 34.558 Tee 25'-11 Pe 79 18'-4 34.622 Cross 34'-11 Pv OL 2.0030 10.02 1.02 C-150 0.00103 6'-0 Pf 0.033 79 18'-4 34.622 Cross 25'-11 Pe 78 18'-4 34.655 Cross 31' -11 Pv BL 1.4000 2.76 0.58 C-l$O 0.00054 174'-8M Pi: 0.095 78 18'-4 34.655 Pe 1204 18'-4 34.750 174 I -8M Pv ..... Route 30 ..... BL 1.4000 3.67 0.77 C-1S0 0.000921 174'-8W Pf 0.160 79 18'-4 34.622 Pe 1205 18'-4 34.783 174'-8M Pv ..... Route 31 ..... OL 2.0030 7.26 0.74 C-150 0.00057 8'-0 Pf 0.019 78 18'-4 34.655 Cross 25' -11 Pe 77 18'-4 34.674 Cross 33'-11 Pv OL 2.0030 5.34 0.54 Clll150 0.00032 9'-6M Pf 0.011 77 18'-4 34.674 Cross 25'-11 Pe 76 18'-4 34.685 Cross 35'-5 Pv BL 1.4000 1.41 0.29 C-150 0.00016 174'-8M Pf 0.027 76 18'-4 34.685 Pe 1200 18'-4 34.713 174'-8~ Pv IL 1.4000 0.25 0.05 0-3.50 0.00001 105' -6W l'%: 0.001 1200 18'-4 34.713 Pe 2776 18'-4 34.713 105 I -6M Pv Ii 0 1997-2003, M.ll.P.CAD, IDe. OlJOM)3 15:14:16 Pap 10 Ii o o '- n Job NIDIr: 36-364116 ..... Route 32 ..... ~ 'I'J'De ___I: .J.OW ~ hie. Loll. ~ DowIwt:n.a nevat:ioa Dj,1lCJw:p It- Pt fa . fttt:i.. Iq.LeaIt:Il ~ lJDsu- 'rot . m. 1.4000 1.92 0.40 C.1S0 0.00028 174'- PJ: 0.048 77 18'-4 34.674 Pe 1202 18'-4 34.722 174'-8W Pv ..... Route 33 ..... OL 2.0030 3.93 0.40 C-150 0.00018 6'-7 PI: 0.006 76 18'-4 34.68S Cross 25 '-11 Pe 75 18'-4 34.691 Cross 32' -SW Pv oL 2.0030 2.76 0.28 C-150 0.00009 8'-0 P:I: 0.003 75 18'-4 34.691 Cross 25'-11 Pe 74 18'-4 34.695 Cross 33'-11 Pv BL 1.4000 1.02 0.21 CdSO 0.00009 174'-ew P:I: 0.015 74 18'-4 34 .695 Pe 1198 18'-4 34.710 174'-IW Pv ..... Route 34 ..... BL 1.4000 1.17 0.24 C-150 0.00011 174' -~~ pt 0.019 75 18'-4 34.691 Pe 1199 18'-4 34.711 174'-8W Pv ..... ROUte 35 ..... OL 2.0030 1.74 0.18 c. 1!!i 0 0.00004 6'-0 PI: 0.001 74 18'-4 34.69S eroas 25'-11 Pe 73 18'-4 34.696 Cross 31' -11 Pv BL 1.4000 0.93 0.19 C-1S0 0.00007 176'-eM PJ: 0.013 73 18'-4 34.696 9'-8W pe 1197 18'-4 34.709 2E 186'-5 Pv ..... Route 36 ..... OL 2.0030 0.81 0.08 C-150 0.00001 9'-0 Pi: 0.000 73 18'-4 34.696 Cross 25'-11 P. 72 18'-4 34.696 Tee 34' -11 Pv BL 1.4000 0.81 0.17 C_1S0 0.00006 183'-8M Pf 0.013 72 18'-4 34.696 48'-7 Pe 1196 18'-4 34.709 10E 232'-3W Pv ..... ROUt. 37 ..... BL 1.4000 1.59 0.33 C-150 0.000191 44' -9M Pi: 0.013 2121 18'-4 34.721 19'-5 pe 12'03 18'-4 34.733 4E 64'-2M Pv ..... Route 38 ..... BL 1.4000 0.86 0.18 C.150 0.00006 8'-0 P:I: Q.OOl 2122 18'-4 34.719 9'-8M Pe 2121 18'-4 34.721 Tee 17'-8M Pv ..... ROUte 39 ..... . BL 1.4000 0.47 0.10 C.1S0 0.00002 64 '-3W Pi: 0.002 2780 18'-4 34.718 9'-8M Pe 2122 18'-4 34.719 Cross 74'-0 Pv ..... Route 40 ..... OL 2.0030 0.39 0.04 C.150 0.00000 8'-0 Pi: 0.000 2780 18'-4 34.718 cross 25'-11 pe 2781 18'-4 34.718 Cross 33'-11 Pv BL 1.4000 0.39 0.08 C-J:SO 0.00001 72' -3M Pi: 0.001 2781 18'-4 34.718 29'-2 Pe 2122 18'-4 34.719 4E T 101'-5M Pv ..... Route 41 ..... BL . 1.4000 7.66 1.60 C-150 0.00358 151'-6 Pi: 0.733 676 18'-4 19.130 53' -5M Pe 574 18'-4 19.863 11E 204 '-11 Pv .....Rout. 42 ..... BL 1.4000 13.69 2.85 C-1S0 0.01048 181' -8W PI: 2.311 1208 18'-4 32.247 38'-10M Pe 80 18'-4 34.558 8E 220' -7 Pv ..... Rout. 43 ..... iii 0 1997-2003, MJLP.CAD, IDe. 01108103 15:14:16 Pap 11 Ii o o o Job N1DbIr; 36-364116 Unit. by Diameter: Blevation: Plow: Dischaxge: velocity: preasure: Length: Friction Los.: HWC: pt: Pn: Pf: Pel Pv: Ii 0 1197-2003, M.B.P.CAD, IDe. e. Loll. ft~ ~ .. 03 .0 01 cro.s Cross 0.000 ..... Inch poot gpm gpn fps psi Poot psi/poot HazeD-Williams constant Total pre81N%'e at a point in a pipe Normal prell8Ul"e at a point in a pipe Pressure 1088 due to friction between points Pressure due to elevation difference between indicated points Velocity pres.ure at a point in a pipe 01101I03 15:14:16 p.. 12 Ii o () -_/ o j Job ~ 36-364116 HYDRAULIC GRAPH 100 : . . : . ... ~..~ ~ ~~ . ~~ "'-. 228.07..... ...,. 1.07 . 51.G5l1 '" ~ : : '" ; """'-. demInd curve ~190.000 25.000 ~ . '" : " '"',''' " , '" , I . , , . , " . 90 80 70 eo 1. 150 Q. 40 30 20 10 o 150500 750 1000 1250 1500 1750 2000 2250 2500 Wldertow, gpm Supptf at Node 1 St8lIc prwean: 89.000 R8IiduIII........: 2190.000 25.000 SyatIm Dem8nd: 128.07051.064 SyatIm Dem8nd with ..........: 226.07 0 51.054 Ii 0 1197-2003, M.&P.CAD,1Dc. 01108103 15:14:20 PIlI 13 I . ~ Ii o o o I I..:. Ii,.;,' o o o Job NumbIr: 36-364116 BYDMULICCALCULATIONS Location: Keystone Commuities Prior Lake, MR. Job Number: 36-364116 Design Area: 2nd Floor Corridor Calc. (Calc #6) Date: 01/10/03 13:45:07 Design Data: Occupancy Classification: Light Hazard Density: 0.10gpm/fta Area of Application: U7.76ftl (Actual 436.07ftl) Coverage Per Sprinkler: 225.00ftl Number of Sprinklers CalCUlated: 7 OUtside Hose Streams: 250.00 TotalHos. Str-.ms: 250.00 Total Water Required: 358.86 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 1879.03gal Maximum VelOCity Above Ground: 11.08 between nodes 1208 and 1211 Maxilll\1m Velocity Under Ground: 0.63 between nodes 2 and 5 Supply Pre.sure(s): Available Required Safety Margin -------------------------------------------------------------------- Supply node tag: 2 67.450 45.864 21.586 Name of Contractor: Weis Builders, Inc. Address: 7645 Lyndale AVe. S. Minneapolis, MR. 55423 Designer: Thomas Miller State Certification/License Number: C01S Authority Having Jurisdiction: City of Prior Lake Ii 0 1"7-2003, M.B.P.CAD,1Dc. 01/10103 13:49:50 Pap 1 o Job NaabIr: 36-364116 WATBR SUPPLY DATA 80lJRCB lfODB TAG STATIC PU.81JU (pd) USIDUAr. PLOW PUSS1JIt8 . (pd) (gpa) AV.l.ILABLB 'RUaUD (psi) TO'l'AL . DBMAlCD (gpa) DQUX.., PUS.VU (pd) -----------------------------------------------------------------.--.------- 2 69.000 25.000 2190.00 67.450 358.86 45.864 SUMMARY OF OUTFLOWING DBVICES DBVICB AC'1'lJ'AL PLOW (gpa) IIDIII'DII PLOW (gpa) It-'AC'J.'OR 'USSURB (pd) -------------------------------.------------------------------------------ . . SPR 4290 14.89 14.82 5.6 7.070 SPR 4483 15.13 14.82 5.6 7.295 SPR 4502 17.07 14.82 5.6 9.289 spa 4563* 14 . 82 7.00 5.6 7.000 SPR 4582 15.04 14.82 5.6 7.210 SPR 4632 15.39 14.82 5.6 7.551 SPR 4576 16.54 14.82 5.6 8.721 0 · Most demanding sprinkler. n I · 0 1997-2003, M.B.P.CAD,1Dc. 01/10103 13:49'.$0 Pap 2 I , Ii o o n Job Number: 36-364116 FITTINGS LBGBND --------------- E Elbow T Tee L LongE 1 C CheckVlv F BflyVlv G GateVlv A AlarmChk D DryPipeVlv Q 45-Elbow R TeeRun o Coupling W SwingChk V DlgVlv s Strainer c FDC 9 Gauge X Cross P PumpOut r Pre.sRed B Backflow u Unknown Z Cap J Joint f FlowDev M FltgNode H Hose S Source N Nozzle K Sprinkler Y Hydrant p PumpIn II 01197-2003, M.B.P.CAD,IDc. Pap 3 01110103 13:49:50 Ii o HODE ANALYSIS Job N1Imber: 36-364116 mDB BLBVA'1'IOB' I'I'1"1'DrGl PUS8UU DISCBARCD (poot) (p.i) (gpa) ----------------------------------------------------------. 72 18'-4 Tee 30.989 73 18'-4 Cross 30.989 74 18'-4 Cross 30.988 75 18'-4 Cross 30.985 76 18'-4 Cross 30.981 77 18'-4 Cross 30.972 78 18'-4 Cross 30.957 79 18'-4 Cross 30.932 80 18'-4 Tee 30.883 3058 18'-0 K-5.6 31.125 95 18'-4 Elbow 30.981 96 18'-4 Tee 30.981 3079 18'-0 K-5.6 31.127 127 18'-4 Blbow 30.982 128 18'-4 Tee 30.982 3093 18'-0 K-5.6 31.128 144 18'-4 Elbow 30.984 145 18'-4 Tee 30.984 3124 18'-0 K-5.6 31.130 185 18' -4 Elbow 30.985 0 186 18' -4 Tee 30.985 188 18' -4 Tee 30.991 3126 17' -7 K-4.2 31.316 189 17' -7 Elbow 31.316 190 18' -4 Blbow 30.991 3136 17'-7 K-4.2 3~.317 202 18' -4 Tee 30.992 203 17' -7 Tee 31.317 204 18'-4 Blbow 30.992 3142 18' -0 K-5.6 31.132 211 18' -4 Elbow 30.987 212 18'-4 Tee 30.987 3143 17'-7 K-4.2 31.315 215 17'-7 Tee 31.315 216 18'-4 Blbow 30.990 217 18'-4 Tee 30.990 3147 17' -7 K-4.2 31. 317 221 18'-4 Tee 30.992 223 17'-7 Tee 31.317 224 18'-4 Blbo~ 30.992 3179 18'-0 K-5.6 31.133 267 18'-4 Elbow 30.989 268 18'-4 Tee 30.989 351 9'-5 0.000 352 9'-5 0.000 365 9'-5 0.000 366 9'-5 0.000 379 9'-5 0.000 380 9'-5 0.000 n Ii 0 1997-2003, M.B.P.CAD,1Dc. 01110103 13:49:50 Pap 4 Ii Job NumbIr: 36-364116 0 382 9'-5 0.000 387 9'-S 0.000 388 9'-S 0.000 1 -4'-11 0.000 SU 9' -S 0.000 555 9'-5 0.000 574 18'-4 Tee 19.283 612 9'-5 0.000 630 9'-S 0.000 676 18'-4 Tee 18.649 716 18'-4 Cross 19.372 5 l'-5W 43.052 3 1'-6~ 0.000 796 18'-4 Tee 17.716 809 18' -4 Blbow 17.716 810 27'-7 Tee 13.705 3487 27'-7 K-4.2 13.705 846 9'-5 0.000 864 9' -S 0.000 3495 9'-4 K-5.6 39.361 3496 9'-4 K-5.6 39.361 3497 9'-4 K-S.6 39.361 877 18' -4 Cross 19.594 3579 27'-7 K-4.2 13.294 990 18' -4 Blbow 17.304 991 27'-7 Blbow 13 .294 992 18'-4 Tee 17.304 1018 18'-4 Cross 20.310 0 1104 9'-S 0.000 1122 9'-5 0.000 3607 9'-4 K-5.6 39.361 3608 9' -4 K-5.6 39.361 3609 9' -4 K-5.6 39.361 3610 9'-4 K-5.6 39.361 3611 9'-4 K-5.6 39.361 3670 27'-7 K.4.2 13 . 020 1142 18'-4 Blbow 17.030 1143 27' -7 Blbow 13.020 1146 18'-4 Tee 17.030 1196 18'-4 Cross 30.999 1197 18' -4 Cross 30.999 1198 18'-4 Cross 31.000 1199 18'-4 Cross 31.000 1200 18'-4 Cross 31.002 1201 18'-4 Tee 31.006 1202 18'-4 Tee 31.009 1203 18'-4 Tee 31.018 1204 18'-4 Tee 31.031 1205 18'-4 Tee 31.0S6 1207 18'-4 Tee 31.132 1208 18'-4 Tee 29.123 1211 18'-4 Tee 21.988 1212 18'-4 Tee 17.154 j 1238 18'-4 Cross 19.694 I i 1289 18'-4 0.000 1 3746 27'-7 K-4.2 13 .143 1290 27'-7 Tee 13 .14 3 I 0 I Ii 0 1997-2003, M.B.P.CAD,1Dc. I 01/10103 13:49:50 Pale 5 I I Ii Job NaabIr: 36-364116 0 1321 9'-5 0.000 ""-' 1339 9'-5 0.000 3703 9'-4 K-5.6 39.361 3704 9'-4 K-5.6 39.361 3705 9'-4 K-5.6 39.361 3706 9'-4 K-5.6 39.361 3707 9'-4 K-5.6 39.361 3708 9'-4 K-5.6 39.361 1373 18'-4 Cross 18.656 1528 17'-4 33.457 1556 7'-lW 0.000 1558 16'-0 Tee 36.450 1578 7'-8~ 0.000 1584 9'-5 0.000 1587 9'-5 0.000 1604 18'-4 Tee 18.162 1621 9'-5 0.000 1648 9'-5 0.000 1796 18'-4 Tee 17.893 1827 18'-4 Tee 17.556 1915 9'-5 0.000 1925 9'-5 0.000 1933 9'-5 0.000 1949 9'-5 0.000 1965 9'-5 0.000 1984 18'-4 Elbow 17.844 4102 9'-5 0.000 4119 9'-5 0.000 0 4137 9' -5 0.000 4138 9'-5 0.000 2062 9'-5 0.000 4139 9'-5 0.000 2121 18'-4 Tee 31.008 2122 18'-4 Cross 31.007 4170 9'-5 0.000 4171 9'-5 0.000 4172 9'-5 0.000 4173 9' -5 0.000 4197 9'-5 0.000 4207 9'-5 0.000 4208 9'-5 0.000 2183 9'-5 0.000 4209 9'-5 0.000 4210 9'-5 0.000 4222 9' -5 0.000 4223 9' -5 0.000 4224 9'-5 0.000 4225 9'-5 0.000 2346 18'-4 Elbow 11".973 2291 27' -7 Elbow 7.075 2360 18'-4 Tee 12.445 4261 9'-5 0.000 4276 9'-5 0.000 4277 9' -5 0.000 2312 9'-5 0.000 4278 9' -5 0.000 4279 9'-5 0.000 ('1 Ii 0 1997-2003, M.B.I'.CAD,1Dc. OU101ll3 13:49:50 Page 6 I, Job Number: 36-364116 0 4294 9'-5 0.000 4295 9'-5 0.000 4296 9'-5 0.000 4297 9'-5 0.000 2445 18'-4 Tee 12.403 2457 18'-4 Elbow 12.225 2458 27'-7 Elbow 7.301 2456 18'-4 Tee 15.229 2385 18' -4 Tee 16.064 4321 19 '-7W K-3. 0 15.504 4323 9'-5 0.000 2479 18'-4 Elbow 14.450 2480 27' -7 Elbow 9.296 2398 18'-4 Tee 15.941 2493 18' -4 0.000 4342 9'-5 0.000 4343 9'-5 0.000 2425 9'-5 0.000 2426 9'-5 0.000 4344 9'-5 0.000 4345 9'-5 0.000 4357 9'-5 0.000 4358 9'-5 0.000 4359 9'-5 0.000 4360 9'-5 0.000 2455 18' -4 Tee 16.258 4363 19'-7~ K-3.0 15.698 4378 9' -5 0.000 0 2488 18' -4 Tee 15.973 4383 19'-7W K-3.0 15.413 4398 9' -5 0.000 2589 18'-4 Tee 12.431 2601 18'-4 Elbow 11.896 2602 27'-7 Elbow 7.006 2524 18'-4 Tee 16.184 4407 19' -7~ K-3.0 15.624 4408 9'-5 0.000 4409 9' -5 0.000 4410 9' -5 0.000 4411 9' -5 0.000 2547 18' -4 Cross 15.800 2640 18' -4 Elbow 12.130 2641 27' -7 Elbow 7.216 2549 18'-4 Tee 15.783 4421 19'-7~ K-3.0 15.223 2648 18'-4 Tee 12.611 2560 18' -4 Tee 16.237 4427 19 '-7~ 1(.3. 0 15.677 2585 18' -4 Cross 15.665 2588 18' -4 Tee 16.031 4447 19'-7~ K-3.0 15.471 2594 18' -4 Tee 15.714 4451 19'-7~ K-3.0 15.154 2701 18'-4 Tee 13.086 4461 9'-5 0.000 4462 9'-5 0.000 2714 18'-4 Cross 15.228 0 Ii 0 1997-2003. M.B.P.CAD,1rIc. OU1MS 13:49:50 Page 7 I. ' Ii lob Number: 36-364116 0 2632 18' -4 Tee 16.042 4471 19'-7~ 1t-3.0 15.482 2728 18' -4 Blbow 12.511 2729 27'-7 B1bow 7.557 2644 9' -5 0.000 2645 9'-5 0.000 2658 9'-5 0.000 2659 9'-5 0.000 2672 9'-5 0.000 2673 9'-5 0.000 2690 18'-4 Tee 15.975 4480 19' -7W K-3. 0 15.115 2803 18' -4 cro.. 14.894 2715 18'-4 Tee 16 .001 2720 18' -4 Tee 15.973 4504 19'-7~ K-3.0 15.113 2735 18' -4 T.e 15.989 4513 19'-7~ 1t-3.0 15.429 2742 18 '-4 Tee 15.973 2743 18' -4 Cro.. 15.508 2767 18' -4 Tee 15.952 4533 19'-7~ K-3.0 15.392 2772 18' -4 Tee 31.001 2773 18' -4 Cross 31.001 2774 18'-4 Cro.. 31.001 2775 18' -4 Cross 31. 002 2776 18' -4 Tee 31.003 2778 18' -4 Cro.. 31.005 0 2779 18'-4 cro.. 31.006 2780 18'-4 cro.. 31.006 2781 18'-4 Tee 31.006 2872 18' -4 Tee 14.603 2874 18' -4 Elbow 14.091 2809 27'-7 Tee 8.728 2787 18'-4 cross 15.809 4547 9'-5 0.000 4565 9' -5 0.000 2842 18'-4 Cross 1S.903 4590 9'-5 0.000 4591 9'-5 0.000 4620 9'-5 0.000 4621 9'-5 0.000 2 -5'-0 Source 45.864 108.86 4290 27' -7 1t-5.6 7.070 14.89 4483 27'-7 1t-5.6 7.295 15.13 4502 27'-7 K-5.6 9.289 17.07 4563 27'-7 1t-5.6 7.000 14.82 4582 27'-7 K-5.6 7.210 15.04 4632 27'-7 K-5.6 7.551 15.39 4576 27'-7 K-5.6 8.721 16.54 n Ii 0 1997-2Q03, M.B.P.CAD,1Dc. OU10l03 13:.:'0 PapS I, HYDRAULIC AHALYSIS 's._ "I'VDe n_ DC hie. Lo.. IADgth ft...,.. Dowu,"- ....UoIl X"r.otoJ: .t Pia l'itUDg. Bq.LeDgt:Ia ~ 'ODStZ'.. Tot.. ~~ OL 1.1090 14.82 4.92 C-1S0 0.03771 0'-2 PI: 0.005 4563 27'-7 14.82 5.6 7.000 K-5.6 Pe 2602 27'-7 7.006 0'-2 Pv SP 1.0870 14.82 5.12 C-120 0.062B2 9'-3 'H 0.880 2602 27'-7 7.006 ElbOW 4'-9 Pe 4.010 2601 18'-4 11 . 896 Elbow 14'-0 Pv OL 1.1090 14.82 4.92 C-1S0 0.03771 4'-3~ pt 0.536 2601 18'-4 11.896 9'-11 Pe 2589 18'-4 12.431 .. Tee 14'-2M Pv BL 1.4000 19.96 4.16 C-150 0.02103 8' -1iW Pi: 0.179 2589 18'-4 12.431 Pe 2648 18'-4 12.611 8'-6M Pv BL 1.4000 J4.99 7.29 C.150 0.05944 8'-0 Pi: 0.476 2648 18'-4 12.611 Pe 2701 18'-4 13 . 086 8'-0 Pv BL 1.4000 50.38 10.50 C-lSO 0.11666 5'-tW Pi: 1.808 2701 18'-4 13.086 9'-8M Pe 2803 18'-4 14.894 Cross 15'-6 Pv ao 1.4000 36.98 7.71 C-150 0.065B4 9'-4 Pf- 0.614 2803 18'-4 14.894 Pe 2743 18'-4 15.508 9'-4 Pv ao 1.4000 24.25 5.05 C-1S0 0.03017 9' -11M Pf 0.301 2743 18'-4 .15.508 Pe 2787 18'-4 15.809 9' -11W Pv ao 1.4000 12.92 2.69 C-150 0.00941 9'-l1M Pf 0.094 2787 18'-4 15.809 Pe 2842 18'-4 15.903 9' -11M Pv BL 1.4000 7.92 1.65 C.1S0 0.00381 12'-tW Pf 0.086 2842 18'-4 15.903 Cross 9'-8W Pe 2735 18'-4 15.989 22' -6W Pv IL 1.4000 7.92 1.65 C-lSO 0.00381 3'-4 Pf 0.013 2735 18'-4 15.989 Pe 2715 18'-4 16.001 3'-4 Pv IL 1.4000 12.92 2.69 C-1!iO 0.00941 4'-3W pt 0.040 2715 18'-4 16.001 Pe 2632 18'-4 16.042 4'-3W Pv BL 1.4000 12.92 2.69 C- 0.00941 11'-0 Pf 0.195 2632. 18'-4 16.0 2 9'-8W Pe 2560 18'-4 16.237 211 20' -8M Pv BL 1.4000 12.92 2.69 Cd50 0.00941 123'-l1M Pf 1.319 2560 18'-4 16.237 16'-2M Pe 1827 18'-4 17.556 0.311 140' -2 Pv Bt 1.4000 7.33 1.53 C-150 0.00330 92 '-3W PC 0.337 1827 18'-4 17.556 9'-8W Pe 1796 18'-4 17.893 2E 102'-0 Pv OL 1.6020 12.92 2.06 C-150 0.00488 8'-0 Pi: 0.269 1796 18'-4 17.893 Tee 47'-2 Pe 1604 18'-4 18.162 3T 55'-2 Pv Ot 1,6020 24.25 3.86 C.1S0 0.01565 8'-0 Pf 0.494 1604 18'-4 18.162 Tee 23'-7 pe 1373 18'-4 18.656 Cross 31'-7 Pv OL 1.6020 36.98 5.89 C-lSO 0.03415 6'-10 Pf 1.038 1373 18'-4 18.656 cross 23'-7 Pe 1238 18'-4 19.69. Cross 30'-5 Pv ot 1.\5020 61.8' '.85 C-1SQ 0.08845 2'-4 Pf 2.294 1238 18'-4 19.694 Cross 23'-7 Pe 1211 18'-4 21.988 Tee 25'-11 Pv o o o Ii 0 1197-2003, M.B.P.CAD,1Dc. 10b Number: 36-364116 01/10103 13:49:50 Page 9 ft_~~ ow IMIe hla. Loll. Pre8tnu:e DowIutz... J;-l'&CItor Pt PC l'ittiDgtl ~.LeDgtIi ~ 1II:>>st:zMa Tot. LelMrth ox. 2.0030 108.86 1.~.08 -c-.:30 0.08480 19'-4 Pi: 7.1:35 1211 lB'-4 21.988 64'-9W Pe 1208 18' -4 29.123 5T 84 ' -lW Pv OL 2.0030 97.04 9.88 (!-:30 0.0\5856 3'-4M P:I: 2.009 1208 1B'-4 29.123 Tee 25'-11 Pe 1207 181-4 31.132 Tee 29'-3W Pv OL :il.1540 108.8\5 9.58 C.120 0.08994 15'-W PI: 1.901 1207 18'-4 31.132 6'-lW Pe 0.424 1528 17'-4 33.457 Elbow 21' -lW Pv MS 2.1570 108.86 9.56 C.120 0.08934 1'-1 Pf 2.406 1528 17'-4 33.457 25'-10 Pe 0.587 1558 16'-0 36.450 E.P--0.66 T 26'-11 Pv l"R 6.4030 108.86 1.08 (!.120 0.00045 259'-9W Pf 0.297 1558 16'-0 36.450 406'-3M Pe 6.304 5 l'-5M 43.052 4T.l0E,O, P--O. 006,C.- .019,Qi6CI'.-OD Pv UG 8.3900 108.86 0.63 C.140 0.00009 112' -7W PI: 0.013 5 l'-5W 43.052 30'-6W Pe 2.800 2 -5'-0 45.864 B S 143' -2 Pv ..... Route 1 ..... OL 1.1090 14.89 4.95 C-150 0.03805 0'-2 Pf 0.006 4290 27'-7 14.89 5.6 7.0'-0 K-5.6 Pe 2291 27'-7 7.075 0'-2 Pv SP 1.0870 14.89 5.15 C-120 . 0.06340 9'-3 P:I: a.888 2291 27'-7 7 :015 Blbow 4'-9 Pe 4.010 2346 18'-4 11.973 Elbow 14'-0 Pv OL 1.1090 14.B9 4.95 C-150 0.03805 2'-6 Pi: 0.471 2346 18'-4 11.n3 9'-11 Pe 2360 18'-4 12.445 Tee 12'-4W Pv BL 1.4000 ;14.88 5.18 C-150 0.03162 227'-8 1':1: 7.250 2360 18'-4 12.445 l'-7W Pe 1238 18'-4 19.694 45-Elbow 229' -3M Pv ..... Route 2 ..... OL 1.1090 15.04 4.99 C.150 0.03875 0'-2 Pi: 0.006 4582 27'-7 15.04 5.6 7.210 K-5.6 Pe 2641 27'-7 7.216 0'-2 Pv SP 1.0870 15.04 5.20 C-120 0.06456 9'-3 Pi: 0.904 2641 27'-7 7.216 Blbow 4'-9 Pe 4.010 2640 18'-4 12.130 Blbow 14' -0 Pv OL 1.1090 15.04 4.99 C_1S0 0.03875 2'-6 Pi: 0.481 2640 18'-4 12.130 9'-11 Pe 2648 18'-4 12.611 Tee 12'-5 Pv ..... Route 3 ..... OL 1.1090 15.13 5.02 C-lSO 0.03917 0'-2 Pf 0.006 4483 27'-7 15.13 5.6 7.2'5 K-5.6 Pe 2458 27'-7 7.301 0'-2 Pv SP 1.0870 15.13 5.23 C-120 0.06526 9'-3 Pf 0.914 2458 27'-7 7.301 IUbow 4'-9 Pe 4.010 2457 18'-4 12.225 Blbow 14'-0 Pv OL 1.4000 15.13 3.15 C-150 0.01259 4'-4W Pf 0.178 2457 18'-4 12.225 9'-8M Pe 2445 18'-4 12.403 Tee 14'-1 Pv BL 1.4000 9.99 2.08 C;';150 0.00584 7'-2M Pf 0.042 2445 18'-4 12.403 Pe 2360 18'-4 12.445 7'-2M Pv ..... ROute 4 ..... OL 1.1090 15.39 5.11 C.lSO 0.04045 0'-2 PC 0.006 4632 27'-7 15.39 5.6 7.551 K-5.6 Pe 2729 27'-7 7.557 0'-2 Pv SP 1.0870 15.39 5.32 C-120 0.06738 9'-3 llr- 0.944 2729 27'-7 7.557 Blbow 4'-9 Pe 4.010 2728 18'-4 12.511 Elbow 14'-0 Pv o o o Ii 0 1997-2003, M.B.P.CAD,IDc. Job Number: 36-364116 01/10103 13:49:50 Page 10 Ii n '-- o n Job NaabIr: 36-364116 H_ 'I'!rDe -I}.OW ~ I'z::s.c. Lolls ft~ DowIwtz... ......UOll K----- ft PC nt:t:iDgs ~.~ ~ UDau-.. Tot. '---I. OL 1.1090 15.39 5.11 C-150 0.04045 4' -3" Pi: o .-S75 2728 18'-4 12.511 9'-11 Pe 2701 18'-4 13 . 086 Tee 14' -a" Pv ..... ROute 5 ..... OL 1.1090 16.54 $.49 C-lSO 0.04621 O'-~W ,,:I: 0.007 4576 27'-7 16.54 5.6 8;721 K-S.6 Pe 2809 27'",7 8.728 O'-lM Pv SP 1.0870 16.54 $.72 C-120 0.01698 ""'3 P:I: 1. 353 2809 27'-7 8.728 Tee 8'-4 Pe 4.010 2874 18' -4 14.091 Blbow 17'-7 Pv OL .' 1.1090 16.54 5.49 C.150 O. 04621 1''''2 PI: 0.512 2874 18'-4 14.091 9'-11 Pe 2872 18'-4 14 . 603 Tee 11'-1 Pv BL 1.4000 16.54 3.45 C.l;SO 0.01486 9'-lOW Ii'I: 0.291 2872 18'-4 14 . 603 9'-8W Pe 2803 18'-4 14.894 Cross 19'-7W Pv 043 1.4000 29.94 6.24 C-150 0.04454 7'-6 "I: 0.334 2803 18'-4 14.894 Pe 2714 18'-4 15.228 7'-6 Pv CM3 1.4000 29.64 6.18 C..:a.sO 0.04373 9'-11M I/'I: 0.436 2714 18'-4 15.228 Pe 2585 18'-4 15.665 9' -11M Pv CM3 1.4000 15.73 3.28 C-150 0.01354 9' -l~M Pi: 0.135 2585 18'-4 15.665 Pe 2547 18'-4 15.800 9'-11M Pv 043 1.4000 6.09 1.27 C-150 0.00234 31'-5 Pf 0.142 2547 18'-4 15.800 29'-2 Pe 2398 18'-4 15.9.1 3T 60'-7 Pv BL 1.4000 15.73 3.28 C-150 0.01354 79'-10 Pi: 1.212 2398 . 18'-4 15.941 9'-8M Pe 1212 18'-4 17.154 28 89'-6W Pv BL 1.4000 15.73 3.28 C.150 0.01354 11' -1M l'%: 0.151 1212 18'-4 17.154 Pe 992 18'-4 17.304 11' -1M Pv BL 1.4000 15.73 3.28 C-150 0.01354 19'-W Pi: 0.411 992 18'-4 17.304 11'-4 Pe 796 18'-4 17.716 Q,T 30' -4M Pv BL 1.fOOO 15.73 3.28 C-150 0.01354 5a'-9 l'%: 0.934 796 18'-4 17.716 16'-2M Pe 676 18'-4 18.649 B,Q,T 68'.l1M Pv BL 1.4000 8.64 1.80 C-150 0.00447 137' -;lW l'%: 0.723 676 18'-4 18 . 649 24' -3M Pe 716 18'-4 19.372 58 161'-6 Pv OL 1.6020 15.73 2.50 C-150 0.00702 8'-0 Pt 0.222 716 18'-4 19.372 Cross 23'-7 Pe 877 18'-4 . 19.594 Cross 31'-7 Pv OL 1.6020 29.64 4.72 C-150 0.02268 8'-0 Pf 0.716 877 18'-4 19.5'4 Cross 23'-7 Pe 1018 18'-4 20.310 Cross 31'-7 Pv OL 1.6020 47.01 7.48 C-150 0.05323 7'-l1M PI: 1.678 1018 18'-4 20.310 CroSs 23'-7 Pe 1211 18'-4 21.988 Tee 31'-6M Pv ..... Route 6 ..... OL 1.1090 17.07 5.67 C-UO 0.04U9 0'-2 Pi: 0.007 4502 27'-7 17.07 5.6 9.269 K-5.6 Pe 2480 27'-7 9.296 0'-2 Pv SP 1.0870 17.07 5.90 c-laO 0.08161 9'-3 Pi: 1.143 2480 27'-7 9.296 Elbow 4'-9 Pe 4.010 2479 18'-4 14.4$0 Elbow 14'-0 Pv Ot 1.1090 17.07 5.67 c-n 0 0.048!l9 6'.-0 1':1: 0.779 2479 18'-4 14.450 9'-11 Pe 2456 18' -4 15.22' Tee 15'-11 Pv Iii 0 1997-2003, M.B.P.CAD,1Dc. 01/10103 13:49:50 Page 11 Ii n.. ~ ___~ now VtiOO1W -= h1e. Lou PZ'~ ~ m...UOD K-l'actOZ' pt PC I'it: t:1DgtI ~.LeQgt:Jl ~ t'ot.~ .III. 1.4000 ;&'7.~7 ~.62 C-150 0.01626 2ti7'- Pf 5.081 2456 18'-4 15.229 45'-4 Pe 1018 18'-4 20.3).0 71.Q,T 312' -SW Pv ..... Route 7 ..... BL 1.4000 5.00 1.04 C-150 0.00163 3'-3" PJ: 0.021 2767 18'-4 15.952 9'-8M Pe 2742 18'-4 15.973 Tee 13'-0 Pv BL 1.4000 1.00 1.04 C-150 0.00163 7'_"", PI: 0.028 2742 18'-4 15.973 9'-8M Pe 2715 18'-4 16.001 Tee 17'-4W Pv ..... ROUte 8 ..... BL 1.4000 12.73 2.65 c- J.:50 0.00915 7'-7 1i'I: 0.069 2594 18'-4 15.714 pe 2549 18'-4 15.783 7'-7 Pv BL 1.4000 12.73 2.65 C-150 0.00915 1~'-0 Pi: 0.190 2549 18'-4 15.783 9'-8W Pe 2488 18'-4 15.973 21 20'-eW Pv BL 1.4000 12.73 a.65 C-150 0.00915 10'-0 1i':I: 0.092 2488 18'-4 15.973 Pe 2385 18'-4 16.064 10'-0 Pv BL 1.4000 12.73 2.65 C-L50 0.00915 237'-11 1i'I: 2.592 2385 18'-4 16.064 45'-4 Pe 1373 18'-4 18.656 O.7E.T 283'-3 Pv ..... ROute, ..... BL 1.4000 0.30 0.06 C-150 0.00001 32 ' -a~ Pi: 0'.000 2714 18'-4 15.228 Cro88 19'-5 Pe 2456 18'-4 15.229 2E 51' -1M Pv ..... Route 10 ..... IL 1.4000 11.82 2.46 C-150 0.00798 181'-8W PI: 1.760 1208 18'-4 29.123 38'-10M Pe 80 18'-4 30.883 8E 220'-7 Pv OL 2.0030 11.82 1.20 C-150 0.00139 9'-0 i'I: 0.049 80 18'-4 30.883 Tee 25 '-11 Pe 79 18'-4 30.932 Cross 34'-11 Pv IiIlI 1.4000 3.19 0.67 C-150 0.00071 174' -eM t'I: 0.124 79 18'-4 30.932 Pe 1205 18'-4 31.056 174'-'" Pv OL 2.0030 11.82 1.20 C.1S0 0.00139 2'-"", Pi: 0.076 1205 18'-4 31.056 Tee 51'-10 Pe 1207 18'-4 31.132 3T 54'-5 Pv ..... Route 11 ..... IL 1.4000 5.14 ~.07 C-1S0 o . 00171 I 1\5'-9 Pi: 0.029 2445 18'-4 12.403 Pe 2589 18'-4 12.431 16'-9 Pv ..... Route 12 ..... U10 1.6020 7.08 1.13 C.150 0.001611 8'-0 P:I: 0.089 574 18'-4 19.283 Tee 47'-2 Pe 716 18'-4 19.372 2T,X 55'-2 Pv ..... Route 13 ..... OL 2.0030 8.62 0.88 C-1S0 0.00078 6'-0 Pf 0.025 1204 18'-4 31.031 Tee 25' -11 Pe 1205 18'-4 31. 056 Tee 31'-11 Pv ..... Route 14 ..... ~.. 2.0030 1.31 0.13 C.1S0 0.00002 8'-0 Pf 0.001 1198 18'-4 31.000 Cro8s 25'-11 Pe 1199 18'-4 31.000 Cro8S 33'-11 Pv OL 2.0030 1.99 0.20 C-150 0.00005 6'-7 Pi: 0.002 1199 18'-4 31.000 Cross 25'-11 pe 1200 18'-4 31.002 Cross 32'-SW Pv OL 2.0030 3.00 0.31 C-lSO 0.00011 8'-0 l'%: 0.004 1200 18'-4 31.002 croas 25'-11 Pe 1201 18'-4 31. 006 Tee 33'-11 Pv o (1 n Ii 0 1997-2003, M.B.P.CAD; IDe. Job Number: 36-364116 01110103 13:49:'0 PIge 12 II P~ ftIDA --tu- ow -== ft1c: . Loll. I'Z'.SItWl'. Dowuta- m.....UOD ':-l'aCt:= Pt PC n~UDp Iq.-~ ~ UDstnla 'fot. _ OL 2.0030 3.;19 0.33 C-150 0.00013 1 - Pf 0.004 1201 18'-4 31.006 Tee 25'-U Pe 1202 18'-4 31.009 Tee 27'-5 Pv OL 2.0030 4.97 0.51 C-150 0.00028 4 -~W 1'I: 0.009 1202 18'-4 31.009 Tee 25'-11 Pe 1203 18' -4 31.018 Tee 30'-4M Pv OL 2.0030 6.3\5 0.65 C-lso 0.00044 3'-.,. i'1: 0.01.3 1203 18'-4 31.018 Tee 25'-U Pe 1204 18'-4 31.031 Tee 29'-5 Pv ..... KOUte 15 ...... BL 1.4000 13.91 2.90 C-150 0.01079 190' -6W P:I: 2.563 1146 18'-4 17.030 46' -11M Pe 877 18t-4 19.594 20.5B 2T 237' -6 Pv ..... ROUte 16 ..... BL 1.4000 0.35 .0.07 C.150 0.00001 105 '-6W PI: 0.001 1199 18'-4 31.000 Pe 2775 18'-4 31.002 105'-6W Pv OL 2.0030 1.46 0.15 C.150 0.00003 \5'-7 1i':I: 0.001 2775 18'-4 31.002 Cross 25' -11 Pe 2776 18'-4 31.003 Tee 32' -$W Pv OL 2.0030 1.67 0.17 C.150 0.00004 9'-6W JilI: 0.002 2776 18'-4 31.003 Tee 51'-10 pe 2778 18'-4 31.005 2T,X 61'-4 Pv BL 1.4000 0.;18 0.06 C-lSi> 0.00001 107'-1 1'I: 0.001 2778 18' -4 31.005 9'-8M Pe 1201 18'-4 31.006 2E 116'-9M Pv ..... KOUte 17 ..... OL 2.0030 0.37 0.04 C-150 0.00000 6'-0 Pf 0.000 1196 18'-4 30.999 Cross 25' -11 Pe 1197 18'-4 30.999 cross 31'-11 Pv OL 2.0030 0.80 0.08 C-150 0.00001 8'-0 PI: 0.000 1197 18'-4 30.999 cross 25'-11 pe 1198 18'-4 31.000 cross 33'-11 Pv BL 1.4000 0.38 0.08 C-150 0.00001 105'-flW 1i'I: 0.001 1198 18'-4 31.000 pe 2774 18'-4 31.00.1 105'-6M Pv OL 2.0030 1.11 0.11 C-ls0 0.00002 8'-0 Pi: 0.001 2774 18'-4 31.001 cross 25'-11 Pe 2775 18'-4 31.002 cross 33'-11 Pv ..... Route 18 ..... BL 1.4000 0.39 0.08 c..150 0.00001 105' -6W 1"1: 0.002 1197 18'-4 30.999 Pe 2773 18'-4 31.001 105'-6M Pv OL 2.0030 0.72 0.07 C-150 0.00001 8'-0 pt 0.000 2773 18'-4 31.001' Cross 25'-11 Pe 2774 18'-4 31.001 Croas 33'-11 Pv ..... Route l' ..... OL 1.\5020 5.59 0.89 C-150 o . 00104 I 6'-0 Pf 0.049 1984 18'-4 17.844 Elbow 41'-3 Pe 1796 18'-4 17.8.93 3T 47'-3 Pv ..... Route 20 ..... BL 1.4000 0.33 0.07 C-l50 0.00001 111' -6M PI: 0.002 1196 18'-4 30.999 29'-2 Pe 2772 18'-4 31. 001 6E 140' -aM Pv OL 2.0030 0.33 0.03 C.150 0.00000 8'-0 Pi: 0.000 2772 18'-4 31.001 Tee 25' -11 Pe 2773 18'-4 31.001 cross 33'-11 Pv ..... ROUte 21 ..... .BL 1."000 11.33 2.36 C-150 0.00738 12'-9 P:I: 0.166 2787 18'-4 15.809 Cross 9'-8M Pe 2690 18'-4 15.975 22'-6 Pv o o ('1 Ii 0 1197-2003, M.B.P.CAD, IDe. Job NumIler: 36-364116 01110103 13:49:50 Page 13 o o o Job~3~116 ..... 'I'YDe __tel: now ~ I'z:i.e . Lolls :k....... Dowuta:e.a m......UOll U8ClJaute K-l'&Ctor Pt ,. I'1t~:L.s ~.~ ~ UDsa:e.a 'fot . . ...:.--... BL 1.4000 11.33 2.36 C-1.S0 0.00738 7'-1M PI: 0.oS6 2690 18'-4 15.975 Pe 2588 18'-4 16 . 031 7' -'" Pv BL 1.4000 11..33 2.36 C-1S0 0.00738 11'-0 1i'J: 0.:153 2588 18'-4 16.031 9'-8M Pe 2524 18'-4 16.184 2B 20'-8W Pv BL 1.4000 11..33 2.36 C-150 o . 0lJ'7ff 10'-0 Pi: 0.074 2524 18'-4 16.184 Pe 2455 18'-4 16.258 10'-0 Pv BL ~.4000 ~1.33 2.36 C.150 0.00738 217'-SW Pi: 1.904 2455 18'-4 16.258 40'-6 Pe 1604 18'-4 18.162 0.8E 257' -l1W Pv ..... Route .22 ..... BL 1.4000 5.59 1.16 C-150 0.00200 100'-4 Pi: 0.288 1827 18'-4 11.556 Tee 43'-9 Pe 1984 18'-4 11.844 7E 144' -1 Pv ..... Route 23 ..... BL 1.4000 9.64 2.01 C-150 0.00547 16'-2 Pf 0.142 2547 18'-4 .15.800 cross 9'-8M Pe 2398 18'-4 15.941 25'-lQW Pv ..... Route 24 ..... BL 1.4000 12.73 2.65 C.150 0.00915r 12'-9 Pi: 0.206 2743 18'-4 15.508 Cross 9'-8M Pe 2594 18'-4 15.714 22' -6 Pv ...... acute 25 ..... CM3 1.4000 5.00 1.04 C-150 0.00163 I 20'-6 Pf 0.049 2842 18'-4 15.903' 9'-8W Pe 2767 18'-4 15.952 Tee 30' -.aW Pv ..... Route 26 ..... BL 1.4000 13.91 2.90 C-150 0.01079 107' -1M Pf 1.366 2585 18'-4 15.665 Cross 19'-5 Pe 1146 18'-4 17.030 2E 126'-6W Pv ..... Route 27 ..... OL 2.0030 6.36 0.65 C-150 0.00044 eT-o Pi: 0.015 78 18'-4 30.957 Cross 25'-11. Pe 77 18'-4 30.972 Cross 33'-11 Pv OL 2.0030 4.68 0.48 C-150 0.00025 9'-6M P:I: 0.009 77 18'-4 30.972 Cross 25'-11 Pe 76 18'-4 30.981 Cross 35'-5 Pv OL 2.0030 3.44 0.35 C-150 0.00014 6'-7 Pi: 0.005 76 18'-4 30.981 Cross 25'-11 Pe 75 18'-4 30.985 cross 32'-5M Pv OL 2.0030 2.42 0.25 C-150 0.00007 8'-0 Pi: 0.003 75 18'-4 30.985 Cross 25'-11 Pe 74 18'-4 30.988 Cross 33'-11 Pv BL 1.4000 0.90 0.19 C.150 0.00007 43'-1 Pi: 0.003 74 18'-4 30.988 Pe 188 18'-4 30.991 43'-1 Pv BL 1.4000 0.90 0.19 C-lSO 0.00007 131'-7W Pi: 0.009 188 18'-4 30.991 Pe 1198 18'-4 31.000 131'-7M Pv ..... Route 28 ..... BL 1.4000 1.68 0.35 C-150 0.00022 174'-8M Pf 0.038 77 18'-4 30.972 Pe 1202 18'-4 31.009 174'-8M Pv ..... Route 29 ..... SL 1.4000 1.03 0.21 C-150 0.00009 55' -1 P:t 0..005 75 18'-4 30.985 pe 217 18'-4 30.990 55'-1 Pv BL 1.4000 1.03 0.21 C-1S0 0.00009 llf'~ Pi: 0.010 217 18'-4 30.990 Pe 1199 18'-4 31.000 119' -7M Pv Iii 0 1997-2003, M.B.P.CAD,1Dc. 01/10J03 13:419:50 Pap 14 Ii o o o Job NumIMr. 36-964116 ..... Rout~... ~ ftDe 'fBe Mz now ftic. Loail PJ:...-an DowIuIt:reaa .....UOll 1) X-l'aet:oc ~ PC I'i ttilvs ~.LeIIgt:b a-y UDstr... Tot. LGath OL 2.0030 1.52 0.15 C-150 0.00003 6'-0 PJ: 0.001 74 18'-4 30.988 Cross 25'-11 Pe 73 18' -4 30.989 Cross 31'-11 Pv BL 1.4000 0.81 0.17 C_150 0.00006 55'-3 PI: 0.003 73 18'-4 30.989 Pe 221 18'-4 30.992 55'-3 Pv IlL 1.4000 0.81 0.17 C-1S0 0.00006 121' -5W PJ: 0.007 221 18'-4 30.992 9'-8M Pe 1197 18'-4 30.999 2B 131'-2 Pv ..... Route 31 ..... OL 2.0030 0.71 0.07 C-150 0.00001 9'-0 Pf 0.000 73 18'-4 30.989 Cross 25'-11 pe 72 18'-4 30.989 Tee 34' -11 Pv BL 1.4000 0.71 0.15 C-1S0 0.00004 50' -11 Pf 0..003 72 18'-4 30.989 9'-8W Pe 202 18'-4 30.992 2E 60'-7M Pv BL 1.400<l 0.71 0.15 C-150 0.00004 132' -gw Pi: 0.007 202 18'-4 30. t92 38' -lOW Pe 1196 18'-4 30. "9 8B 171' -8 Pv ..... Route 32 ..... IL 1.4000 1.39 0.29 c.-no 0.00015 44'-9W Pi: 0.010 2121 18'-4 31.008 19'-5 Pe 1203 18'-4 31.018 4B 64' -2M Pv ..... Route 33 ..... BL 1.4000 0.75 0.16 C-1S0 0.00005 I 8' -0 Pi: 0.001 2122 18'-4 31. 007 9'-8W Pe 2121 18'-4 31.008 Tee 17' -8W Pv ..... Route 34 ..... BL 1.4000 1.24 0.26 C-150 0.00012 12'-11 Pi: 0.002 145 18'-4 30.984 pe 186 18'-4 30.985 12 I -11 Pv BL 1.4000 1.24 0.26 C-150 0.00012 12'-11 Pi: 0.002 186 18'-4 30.985 Pe 212 18'-4 30.987 12'-11 Pv BL 1.4000 1.24 0.26 C-150 0.00012 15'-0 Pf 0..002 212 18'-4 30.987 Pe 268 18'-4 30.989 15'-0 Pv BL 1.4000 1.24 0.26 C-150 0.00012 10'7' -2W PJ: 0.013 268 18'-4 30.989 Pe 1200 18'-4 31.002 107'-2W Pv BL 1.4000 0.22 0.05 C.1S0 0.00000 105'-6W Pi: 0.001 1200 18'-4 31.002 Pe 2776 18'-4 31.003 105'-6M Pv ..... Route 35 ..... BL 1.4000 1.24 0.26 C-150 0.00012 3 -M Pt 0.000 76 18'-4 30.981 Pe 96 18'-4 30.981 3'-M Pv BL 1.4000 1.24 0.26 C-1S-0 0.00012 11'-10 Pi: 0.001 96 18'-4 30.981 Pe 128 18'-4 30.982 11'-10 Pv BL 1.4000 1.24 0.26 C.150 0.00012 11'-10 Pt 0.001 128 18'-4 30.982 Pe 145 18'-4 30.984 11' -10 Pv ..... Route 36 ..... SL 1.4000 0.41 0.09 C.150 O. 00002 I 6.4' -3W Pf 0.001 2780 18'-4 31.006 9'-8M Pe 2122 18'-4 31. 007 Cross 74' -0 Pv ..... Route~7 ..... OL 2.0030 0.34 0.03 C.150 0.00000 8'-0 Pf 0.000 2780 18'-4 31.006 cross 25'-11 Pe 2781 18'-4 31. 006 Tee 33'-11 Pv Iii 0 1997-2003, M.B.P.CAD,1Dc. Pap IS 01110103 13:49:50 Ii o n o 4E,T 0.0 309 11E 2.2 0.47 .0 0 8 Cross Cross 0.00038 0.14 C.l 0 31.005 31.006 0.64 0.13 C- 5 2779 31. 06 31.008 0.75 0.08 - 0 31. 06 31.006 ..... 0.00003 Cross Cross 0.0 004 0.00001 Cross cross Vdta by Diameter: Elevation: Flow: Dischaxge: Velocity: Pressure: Length: Priction Loss: HWC: Pt: Pn: Pf: Pel Pv: Job N1IIIlbIr: 36-364116 4E 8 -0 25'-11 33'-11 Inch Poot gpm gpm fps psi Poot psi/Poot Hazen-Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Piessure loss due to friction between points Pressure due to elevation diffUClce between indicated points velocity pres8ure at a point in a pipe Ii 0 1197-2003, M.B.P.CAD, IDe. 01lUW3 13:49:51 Ii :rr.-uze ~ 0.634 0.025 0.074 0.001 0.002 0.000 Pap 16 o o n Job NuInbec 36-364116 HYDRAULIC GRAPH 100 : . . : : ~ 1IIc.......~ 1-: : ~, ; ...... " ; ~ Ie 3l5U8 wIh hale ........ " ~ I 108.88 C 45.884 ; ~ """- ; ~19O.oo0 25.000 : deInmi CUM , ; ~ -: : II " I .. I .. '" I I , I I " I 90 80 70 80 1. r 40 30 20 10 o CI50 500 710 1000 1250 1500 1780 2000 2250 2500 w...ttaw, gpm SuppI'J at Node 2 StIIIc P*IUI'8: 89.000 ReIIdu8I ~ 2190.00.25.000 S)'Ilem een.d: 108.88 CD 45.864 System Demand will hale alreMl8: 358.88 0 45.884 Ii 0 1997-2003,M.l.P.CAD,1Dc. 01110103 13:49:" Pap 17 Ii ;;( ,/ o o o ,t; I:l; II o o o Job N\1IDbr. 36-364116 WATBR SUPPLY DATA SOURCB ROJ). 'lAG S'1'.I.'lIC .US8VU (pd) USID17.I.L I'L01f PUIIUb . (pd) (gpa) .l.VAILABLB .UIIUU (pd) TOTAL . DBIIU'.D (gpa) UQUIRD ....81JRI (psi) 1 69.000 --------------------------------------------------~------------------------- 55.504 25.000 2190.00 68.562 181.20 StJllllA,RY OF OUTFLOWING DEVICBS DJlVICB .l.C'1'UAL PLOW (gpa) .IJIJ:1I1DI I'L01f ( SIPIl) X-PAC'1'OIt PUSSUU (pd) --------------~----------------------------------------------------------- sn 3487 SPR 3579 SPR 3670 SPR 3746. 20.06 19.90 21.63 11.60 * Most demanding sprinkler. 19.60 19.60 19.60 11.60 4.2 4.2 4.2 4.2 22.823 22.455 26.526 21.778 Ii 0 1997-2CIOS, M.B.P.CAD,lDc. Page 2 01108103 15:32:22 n \- o o I -- Job NtmIbr. 36-364116 FITTINGS LBGEND --------------- B Blbow T Tee L LongEl C CheckVlv P BflyVlv G GateVlv A AlarmChk D OryPipeVlv Q 4S-Blbow R TeeRun 0 Coupling W SwingChk V DlgVlv s Strainer c POC 9 Gauge X Cross P PumpOut r PressRed B Backflow u Unknown Z Cap J Joint f PlowOev M PltgNode H Hose S Source N Nozzle K Sprinkler y Hydrant p Pumpln Ii 0 1997-2003, M.E.P.CAD,1Dc. 01108103 15:32:22 Page 3 'n Job Number: 36-364116 NODE ANALYSIS ROD. .LBVATIOIf l'I'J"fI1lQI PUISURB DIICJlARGB (Poot) (p8i) (gpa) -------------------------------------------~--------------- 72 18'-4 Tee 42.622 73 18' -4 Cross 42.622 74 18'-4 Cross 42.621 75 18'-4 Cross 42.620 76 18'-4 Cross 42.617 77 18'-4 Cross 42.612 78 18'-4 Cross 42.604 79 18'-4 Cross 42.589 80 18'-4 Tee 42.561 574 18'-4 Cross 33.428 676 18'-4 Tee 31.451 716 18'-4 Cross 33.704 3 l'-5W 52.696 796 18'-4 Tee 28.540 809 18'-4 Blbow 28.432 810 27'-7 Tee 22.833 877 18'-4 Cross 34.396 990 18'-4 Elbow 27.654 991 27'-7 Elbow 22.465 992 18'-4 Tee 28.392 0 1018 1.8' -4 Cross 35.652 1142 18'-4 Elbow 31.923 1143 27' -7 Elbow 26.537 1146 18'-4 Tee 32.715 1196 18'-4 Cross 42.628 1197 18'-4 Cross 42.628 1198 18'-4 Cross 42.628 1199 18'-4 Cross 42.628 1200 18'-4 Cross 42.629 1201 18'-4 Tee 42.631 1202 18'-4 Tee 42.633 1203 18' -4 Tee 42.638 1204 18'-4 Tee 42.646 1205 18'-4 Tee 42.660 1207 18'-4 Tee 42.704 1208 18'-4 Tee 41.537 1211 18'-4 Tee 37.389 1212 18'-4 Tee 28.469 1238 18'-4 Cross 36.659 1289 18'-4 Elbow 27.319 1290 27'-7 Tee 21.787 1373 18'-4 Cross 36.243 1528 17' -4 44.234 1558 16'-0 Tee 46.220 1604 18'-4 Tee 36.046 1796 18'-4 Tee 35.938 1827 18'-4 Tee 35.802 1984 18'-4 Tee 35.916 2121 18'-4 Tee 42.633 0 Ii 0 1197-2003, M.B.P.CAD, IDe. 01/08103 15:32:22 P8ae .. Job NlmMr. 36-364116 0 2122 18'-4 Cross 42.632 2398 18' -4 Tee 32.593 2547 18'-4 Cross 33.075 2585 18'-4 Cross 33.534 2620 18'-4 Cross 34.331 2699 18'-4 Cross 34.738 2715 18'-4 Tee 35.181 2743 18'-4 Cross 34.984 2772 18'-4 Cross 42.629 2773 18' -4 Cross 42.629 2774 18' -4 Cross 42.629 27'7,S. 18'-4 Cross 42.629 2776 18' -4 Tee 42.630 2778 18'-4 Cross 42.631 2779 18'-4 Cross 42.631 2780 18'-4 Cross 42.632 2781 18' -4 Cross 42.632 2787 18'-4 Cross 35.104 2U2 18'-4 Cross 35.142 1 -5'-0 Source 55.504 81.20 3487 27'-7 K... . 2 22.823 20.06 3579 27'-7 K-4.2 22.455 19.90 3670 27'-7 K-4.2 26.526 21.63 3746 27'-7 K-4.2 21.778 19.60 o n I I Ii 0 1997-2003. M.B.P.CAD,1Dc. 01101I03 1 ':32:22 Pap' o o n Job N1Imher: 36-364116 HYDRAULIC ANALYSIS PiDe 'lYDa a:- now ~ hiCl. LotI. ~ DlNAlIt&'Ma "'UOIl Dl.se.... ~-...Clto~ PC I'ltt,bp lIla. ~_ ~ UH~ '1'ot . ()f;" 1.10n 19.60 6.51 C-150 O. 015327 0''''4 l'%: 0.009 3746 27'-7 19.60 4.2 21.7'18 K.4.2 Pe 1290 27'-7 21.787 0'-2 Pv SP 1.0870 19.60 6.78 C.1S0 0.06976 9'-3 Pf 1.522 1290 27'-7 21.787 Tee 12'-7 Pe 4.010 1289 18'-4 27.319 Blbow 21'-10 Pv OL 1.1090 19.60 6.51 C-150 0.06327 4'-JW Pi: 1.149 1289 18'-4 27.319 13'-lQW Pe 1212 18'-4 28.469 B.T 18'-2 Pv BL 1.4000 30.48 6.35 C-150 0.04605 79'-10 Pf 4.124 1212 18'-4 28.469 9'-8W Pe 2398 18'-4 32.593 2B 89'-~ Pv BL 1~4000 18.69 3.89 C-150 0.01863 16'-2 Pi: 0.U2 2398 18'-4 32.593 9'-IW Pe ~547 18'-4 33.075 Cross 25 '-HI- Pv 1.4000 30.49 6.35 C-150 0.04605 9'-1 Pf 0.459 2547 18'-4 33.075 Pe 2585 18'-4 33.534 9'-l1W Pv CM) 1.4000 41.04 8.55 C-150 0.07982 9'-l1M Pf 0.796 2585 18'-4 33.534 pe 2620 18'-4 34.331 9'-l1W Pv CM3 1.4000 33.32 6.94 C-Ub 0.05428 7'-6 Pi: 0.407 2620 18'-4 34.331 Pe 2699 18'-4 34.738 7'-6 Pv CM~ 1.4000 22.54 4.70 C-150 0.02634 9'-4 Pf 0.246 2699 18'-4 34.738 Pe ~743 18'-4 34.984 9'-4 Pv 1.4000 14.78 3.08 C-150 0.01207 9'-l1W Pf 0.120 2743 18'-4 34.9B4 Pe 2787 18'-4 35.104 9' -l1W Pv BL 1.4000 6.91 1.44 C-1S0 0.00295 258'-10 Pf 0.942 2787 18'-4 35.104 Cross 59'-11 Pe 1604 18'-4 36.046 10B.0 318'-9 Pv OL 1:&020 14.78 2.35 C-150 0.00626 8'-0 Pf 0.198 1604 lB'-4 36.046 Tee 23'-7 Pe 1373 18' -4 36.243 Cross 31'-7 Pv OL 1.6020 22.54 1.59 C-UO- 0.01366 6'-10 Pf 0.415 1373 18'-4 36.24:) Cross 23'-7 Pe 1238 18'-4 36.659 Cross 30'-5 Pv OL 1.6020 33.32 5.30 C-lSO 0.02816 2'-4 Pf 0.730 1238 lB'-4 36.659 Cross 23'-7 Pe 1211 18'-4 37.389 Tee 25 '-11 Pv OL 2.0030 81.20 8.27 C-150 0.04930 19'-4 Pf 4.148 1211 18'-4 37.389 64' -!JW Pe 1208 18'-4 41.537 5T 84 '-lW Pv OL 2 :0030 72.38 7.37 C-l50 0.03985 3'-4" Pf 1.168 1208 18'-4 41.537 Tee 25 '-11 Pe 1207 18'-4 42.704 Tee 29' -3W Pv OL 2. :l!"40 81.20 7.15 C-120 0.05229 15'-M Pi: 1.105 1207 18'-4 42.704 6'-lM Pe 0.424 1528 17'-4 44.234 Elbow 21'-lM Pv MS 2.1570 81.20 7.13 c-120 0.05194 1'-1 Pi: 1.399 1528 17'-4 44.234 25'-10 Pe 0.587 1558 16'-0 46.220 E.F--0.383.T 26'-11 Pv PR 6.4030 81.20 0.81 C-120 0.00026 258'-tW Pi: 0.173 1558 16'-0 46.220 406'-3W Pe 6.304 3 l'-5W 52.6964T.l0E.O.F--0.003 C--( . 011.&O-~" Pv Ii 0 1997-2003, M.B.P.CAD,1Dc. 01108103 15:32:22 Page 6 nDe 'fVDe __te%. ow VdOe1t:v ..c: l'z:S.e. Loll. :keaaun DowIuIt&'Ma II1e'VaUou acbarp K-l'actor ft PC 1'1 tt.1llp ~.~ ~ tfDs=- Tot . .._..;;;..-.... tJlJ 8.3900 81.20 0.47 C-140 0.00005 J.l;1 - '" 1i'I: 0.007 3 l'-5M 52.696 30' -6W Pe 2.800 1 -5'-0 55.504 B,B 143 ' -2 Pv ..... Route ..... OL 1.1090 19.90 6.61 C.150 0.06509 0'-2 Pf 0.009 3579 27'-7 19.90 4.2 22.455 1t-4.2 Pe 991 27'.,7 22.465 0'-2 Pv SP 1.0870 19.90 6.88 C-150 0.071'76 9'-3 P:I: 1.179 991 27'-7 22.465 BlboW 7'-2 Pe 4.010 990 18'-4 27.654 Elbow 16'-5 Pv OL 1.1090 19.90 6.61 C-1S0 0.06509 l'-5W Pi: 0.738 990 18'-4 27.654 9'-11 Pe 992 18'-4 28.392 Tee 11'-4 Pv BL 1.4000 9.02 1.88 C.150 0.00484 19'-W Pi: 0.147 992 18'-4 28.392 11'-4 Pe 796 18'-4 28.540 O,T 30' -4W Pv IL 1.4000 29.08 6.06 C-150 0.04222 52'-9 Pi: 2.911 796 18'-4 28.540 16'-2W Pe 676 18'-4 31.451 B,O,T 68'-llW Pv BL 1.4000 15.99 3.33 C.150 0.01395 137'-2W Pf 2.254 676 18'-4 31.451 24' -3M Pe 716 18'-4 33.704 5B 161'-6 Pv OL 1.6020 29.08 4.63 C.150 0.02190 8'-0 l'%: 0.692 716 18'-4 33.704 Cross 23'-7 Pe 877 18'-4 34.396 Crose 31'-7 Pv OL 1.6020 40.16 6.39 C-150 0.03978 8'-0 Pf 1.256 877 18'-4 34.396 Cross 23'-7 Pe 1018 18'-4 35.652 Cross 31'-7 Pv OL J..6020 47.88 7.62 C-150 0.05508 7' -11" pt 1.737 1018 18'-4 35.652 Cross 23'-7 Pe 1211 18'-4 37.389 Tee 31 ' -1M Pv ..... Route 2 ..... OL 1.1090 20.06 6.66 C-150 0.06608 0'-2 Pi: 0.010 3487 27'-7 20.06 4.2 22.823 K-4.2 Pe 810 27'-7 22.833 0'-2 Pv SP 1.0870 20.06 6.94 C-150 0.07285 9'-3 Pi: 1.590 810 27'-7 22.833 Tee 12'-7 Pe 4.010 809 18'-4 28.432 Blbow 21'-10 Pv BL 1.1090 20.06 6.66 C-150 0.06608 l'-7W Pi: 0.107 809 18'-4 28.432 Pe 796 18'-4 28.540 l'-7W Pv ..... Route 3 ..... OL 1.1090 21.63 7.18 C.150 0.075'4 0'-2 Pf 0.011 3670 27'-7 21.63 4.2 26.526 1t-4 .2 Pe 1143 27'-7 26.537 0'-2 Pv SP 1.0870 21.63 7.48 C-lSO 0.08372 9'-3 Pi: 1.376 1143 27'-7 26.537 Blbow 7'-2 Pe 4.010 1142 18'-4 31.923 Blbow 16'-5 Pv OL 1.1090 21.63 7.18 C-lSO 0.07594 O'-IM Pf 0.792 1142 18'-4 31.923 9'-11 Pe 1146 18'-4 32.715 Tee 10'-5 Pv BL 1.4000 11.08 a.31 C-150 0.00708 l'O'-IM Pl! 1.681 1146 18'-4 32.715 46'-l1W Pe 877 18'-4 34.396 20.5B,2T 237'-6 Pv ..... ROute .. ..... BL 1.4000 7.87 1.64 C-150 0.00376 139'-3 Pi: 0.621 2715 18'-4 35.181 25'-11 Pe 1827 18'-4 35.802 5B.0 165'-2 Pv SL 1.4000 4.49 0.94 C.150 0.00133 92' - 3W Pf 0.136 1827 18'-4 35.802 9'-8M Pe 1796 18'-4 35.938 2E 102'-0 Pv o n o Ii 0 1997-2003, M.B.P.CAD, IDe. Job Number: 36-364116 01108103 15:32:23 Page 7 o o n Job~36-364116 P1De ~ ~te~ now Ve1ocJ.1:Y ~ l'z'J.e . IoOlIIl Dowutu..a evatiOD Dl K-hGtoz' 't PC I'i tU.. IIq.LeDgt:It. .....,. 'lIDs=- Tot.. y.....-.. OL 1.\5020 7.87 1.25 C-150 0.00195 8'-0 PJ: 0.108 1796 18'-4 35.938 Tee 47'-2 Pe 1604 18'-4 36.046 3T 55'-2 Pv ..... Route 5 ..... IL 1.4000 11.80 2.46 C-1S0 0.00795 31'-5 PJ: 0.482 2398 18'-4 32.593 Tee 29'-2 Pe 2547 18'-4 33.075 T,X 60'-7 Pv ..... Route 6 ..... SL 1.4000 7.76 1.62 C-150 o . 00315\5 I 279'-3 PI: 1.260 2743 18 -4 34. 984 Cross 64' -9W Pe 1373 18'-4 36.243 9B,O,T 344 ' -M Pv ..... Route 7 ..... BL 1.4000 10.55 2.20 C-1S0 0.00647 107'-1W Pi: 0.819 1146 18'-4 32.715 19'-5 Pe 2585 18'-4 33.534 2B X 126'-6W Pv ..... Route 8 ..... OL 2.0030 1.46 0.15 Cd50 0.00003 6'-7 Pi: 0.001 1199 18'-4 42.628 Cross 25'-11 Pe 1200 18'-4 42.629 Cro.. 32'-5W Pv OL 2.0030 2.21 0.22 C-1S0 0.00006 8'-0 Pi: 0.002 1200 18'-4 42.629 Cross 25'-11 Pe 1201 18'-4 42.631 Tee 33'-11 Pv OL 2.0030 2.42 0.25 C-150 0.00007 l' -(iW Pi: 0.002 1201 18'-4 42 .631 Tee 25'-11 Pe 1202 18'-4 42.633 Tee 27'-5 Pv OL 2.0030 3.65 0.37 (;1*150 0.00016 4'-ljW P:I: 0.005 1202 18'-4 42.633 Tee 25'-11 Pe 1203 18'-4 42.638 Tee 30' -4M Pv OL 2.0030 4.67 0.48 C.1$O 0.00025 3'-6W P:I: 0.007 1203 18'-4 42.638 Tee 25'-11 Pe 1204 18'-4 42.646 Tee 29'-5 Pv Ol. 2.0030 6.45 0.66 C-150 0.00046 6'-0 PI: 0.015 1204 18'-4 42.646 Tee 25'-11 Pe 1205 18'-4 42.660 Tee 31'-11 Pv m;- 2.0030 8.82 0.90 Cd50 0.00081 2'-7W Pi: 0.044 1205 18'-4 42.660 Tee 51'-10 pe 1207 18'-4 42.704 3'1' 54'-5 Pv ..... Route 9 ..... OL 2.0030 0.27 0.03 C-150 0.00000 6'-0 1i'I: 0.000 1196 18'-4 42.628 Crose 25'-11 Pe 1197 18'-4 42.628 Cross 31'-11 Pv OL 2.0030 0.59 0.06 C-1S0 0.00001 8'-0 Pi: 0.000 1197 18'-4 42.628 Cross 25'-11 Pe 1198 18'-4 42.628 cross 33'-11 Pv OL 2.0030 0.96 0.10 C-1S0 0.00001 8'-0 Pi: 0.000 1198 18'-4 42.628 Cros. 25'-11 Pe 1199 18'-4 42.628 cross 33'-11 Pv IL 1.4000 0.26 0.05 C- :1.50 0..00001 10S'-~ Pf 0.001 1199 18'-4 42.628 Pe 2775 18'-4 42.629 105'-6W Pv OL 2.0030 1.07 0.11 C-150 0.00002 6'-7 Pf 0.001 2775 18'-4 42.629 Cro.s 25' -11 Pe 2776 18'-4 42.630 Tee 32'-5M Pv OL 2.0030 1.23 0.13 C-150 0.00002 9'-6W Pf 0.001 2776 18'-4 42.630 Tee 51'-10 pe 2778 . 18'-4 42.631 2T,X 61'-4 Pv SL 1.4000 0.21 0.04 C-150 0.00000 107'-1 Pi: 0.001 2778 18'-4 42.631 9'-8M Pe 1201 18'-4 42.631 2B 116'-9W Pv ..... ROUte 10 ..... Ii 01197-2003, M.B.P.CAD, Js. 01108103 15:32:23 Pap 8 ft_ '1'nlII __~ now JBII: 1'z:1e. Loa. . ~__ .....UClD K-J'&ctor Pt: b fttUDp Iq.LeDgtIl ~ DM__ 'fot.~ IL 1.4000 0.29 0.06 C-150 0.00001 1 - Pf 0.001 1197 18'-4 42.628 Pe 2773 18'-4 42.629 10S'-6W Pv OL 2.0030 0.53 0.05 C-1S0 0.00000 "'-0 l'%: 0.000 2773 18'-4 42.629 Cross 25 '-11 Pe 2774 18'-4 42.629 Croas 33'-11 Pv OL 2.0030 0.81 0.08 C.lSO 0.00001 8'-0 Pi: 0.000 2774 18'-4 42.629 Croas 25'-11 Pe 2775 18'-4 42.629 crosa 33'-11 Pv ..... ROUte 11 ..... OL 1.fioaO 3.39 0.54 C-lS0 0.000411 \5'-0 l'%: 0.022 1984 18'-4 35.916 Tee 47'-2 Pe 1796 18'-4 35.938 3T 53'-2 Pv ..... Route 12 ..... IL 1.4000 0.28 0.06 C-1S0 0.00001 105'-6W Pf 0.001 1198 18'-4 42.628 Pe 2774 18' -4 42.629 105' -6W Pv ..... Route 13 ..... BL 1.4000 0.25 0.05 C-150 0.00001 111' -6" P:I: 0.001 1196 18'-4 42.628 29'-2 Pe 2772 18'-4 42.629 68 140'-BW Pv OL 2.0030 0.25 0.03 C-150 0.00000 8'-0 l'%: 0.000 2772 18'-4 42.629 Cro.s 25 '-11 Pe 2773 18'-4 42.629 Cro.. 33'-11 Pv ..... RoUte 14 ..... BL 1.4000 7.72 1.61 C-150 0.00;5\53 299' -4 Pi: 1.322 2620 18'-4 34.331 ero.. 64' -'W Pe 1018 18'-4 35.652 9.,O,T 364' -1M Pv ..... Route 15 ..... BL 1.4000 10.78 2.25 C.150 0.00673 273'-11 Pi: 1. 921 2699 18'-4 34.738 ero.. 11'-4 Pe 1238 18'-4 36.659 4s-Blbow 285'-3W Pv ..... Route 16 ..... BL 1.4000 3.39 0.71 C-150 0.00079 100'-4 Pi: 0.114 1827 ~8'-4 35.802 Tee 43'-9 Pe 1984 18'-4 35.916 7B 144' -1 Pv ..... ROute 17 ..... OL 1.1020 13.10 2.08 C-150 0.005011 8'-0 1'I: 0.276 574 18'-4 33.42B Cross 47'-2 Pe 716 18'-4 33.704 2T,X 55'-2 Pv ..... Route 18 ..... ~.. 1.4000 7.87 1.64 C-1S0 0.00376 9'-11~ P:I: 0.038 2787 18'-4 35.104 Pe 2842 18'-4 35.142 9' -11W Pv IL 1.4000 4.83 1.01 C-150 0.00152 16 -1~ Pi: 0.039 2842 lB'-4 35.142 Cross 9'-8W Pe 2715 18'-4 35.181 25'-10W Pv ..... Route 19 ..... ~ 1.4000 3.05 0.63 C-150 0.00065 31'-5 1':1: 0.039 2842 18'-4 35.142 I 29' -2 Pe 2715 18'-4 35.181 X,2TI 60'-7 Pv ..... Route 20 ..... OL 2.0030 8.82 0.90 C-150 0.00081 9'-0 Pi: 0.028 80 18'-4 42.561 Tee 25' -11 Pe 79 18'-4 42.589 cro.a 34'-11 Pv OL 2.0030 6.45 0.66 C-150 0.00046 6'-0 Pf 0.015 79 18'-4 42.589 Cross 25'-11 Pe 78 18'-4 42.604 Cross 31'-11 Pv m,- 1.4000 1.78 0.37 C-150 0.00024 174 '-'" l'%: 0.042 78 18'-4 42.604 Pe 1204 18'-4 42 . 646 174'-8M Pv ..... Route %1 ..... o o o Ii 0 1997-2ClO3, M.B.P.CAD,1Jlc. Job NamlMr: 360364116 0110810315:32:23 Page 9 --~~ BOW BIfC ftle_ Loa. ft..... :;--~- OIl aote h PA I'lttap ~'LeattI& --.ry Tot, ~ .. ;L.4000 2.37 0.49 C-150 0.00041 --r - Pf 0.071 79 11'-4 42.589 Pe 1205 18'-4 42.660 174'-8W Pv ..... Jloute :il2 ..... at . 41.0030 4.67 0.48 C.150 0.00025 8'-0 Pi: 0.008 78 18'-4 42.604 Croa. 25'-11 Pe 77 18'-4 42.612 Cross 33'-11 Pv OL 3.0030 3.44 0.35 C-J.50 0.OOO~4 9'-tiH PI: 0.005 77 18'-4 42.612 Cross 25'-11 Pe 76 18'-4 42.617 Croas 35'-5 Pv BL J..4000 0.91 0.19 C-150 0.00007 174'-IW Pi: 0.012 76 18'-4 42.617 Pe 1200 18'-4 42 .629 174' -8M Pv BL 1.4000 0.16 0.03 C-150 0.00000 105'-fW Pi: 0.000 1200 18'-4 42.629 Pe 2776 18'-4 42.630 105'-6M Pv ..... Route 23 ..... BL 1.4000 1.23 0.26 c.150 0.00012 I 174' -aw Pi: 0.021 77 18'-4 42.612 Pe 1202 18'-4 42.633 174'-8M Pv ..... Route 24 ..... OL a.D030 2.53 0.26 C.150 0.00008 6'-7 Pi: 0.003 76 18'-4 42 .617 Cross 25'-11 Pe 75 18'-4 42.620 Cros. 32'-5M Pv OL 2.0030 1.78 0.18 C-1S0 0.00004 8'-0 Pi: 0.001 75 18'-4 42.620 Cross 25'-11 Pe 74 18'-4 42.621 Cresa 33'-11 Pv BL 1.4000 0.66 0.14 C.150 o . 00004 174'-8W Pi: 0.007 74 18'-4 42.621 Pe 1198 18'-4 42.628 174'-8W Pv ..... Route 25 ..... BL 1.4000 0.75 0.16 C-150 0.00005 174'-8W Pf 0.009 75 18'-4 42.620 Pe 1199 18'-4 42.628 174'-8M Pv ..... Route 26 ..... OL 2.0030 1.12 0.11 C-1S0 0.00002 6'-0 ~ 0.001 74 18'-4 42.621 Cross 25'-11 Pe 73 18'-4 42.622 Cross 31'-11 Pv BL 1.4000 0.60 0.12 C-150 0.00003 176'-8M Pi: 0.006 . 73 18'-4 42.622 9'-8M pe 1197 18'-4 42.628 2E 186'-5 Pv ..... Route 27 ..... OL 2.0030 0.52 0.05 C.150 0.00000 9'-0 Pi: 0.000 73 18'-4 42.622 Cross 25'-11 Pe 72 18'-4 42.622 Tee 34'-11 Pv SL 1.4000 0.52 0.11 C-150 0.00002 183'-IW Pi: 0.006 72 18'-4 42.622 48'-7 Pe 1196 18'-4 42.628 lOB 232'-3M Pv ..... Route 28 ..... SL 1.4000 1.02 O.n C-lSO 0.000091 44 -'M Pf 0.006 2121 18'-4 42.633 19'-5 Pe 1203 18'-4 42.638 4B 64' -2M Pv ..... Route 29 ..... BL 1.4000 0.55 0.11 C-150 0.00003 I 8'-0 Iif 0.000 2122 18'-4 42.632 I 9'-8M Pe 2121 18'-4 42.633 Tee I 17' -8W Pv ..... Route 30 ..... SL 1.4000 10.88 2.27 C-1S0 0.00685 I l1'-lW Pf 0.076 992 18'-4 28.392 Pe 1212 18'-4 28.469 11 ' -lW Pv ..... Route 31 ..... o o o Ii 0 1997-2003; M.B.P.CAD,IDc. Job Number: 36-364116 01101I03 15:32:23 Page 10 .1_ '1'VDa D4_nr P10W 'YalOC1 W Be I'r~c . Loll. DcNIuttnaa lIIevat:1on D4aahu'p K-raotor pt PC I'ltUDgtl Jill. r~ 8UIIIIIz7 .lJNtrHa 'lot. BL 1.4000 0.30 0.06 C-150 0.00001 64' -3" Pi: 0.001 2780 18'-4 42.632 9'-IW Pe 2122 18'-4 42.632 cross 74'-0 Pv ..... ROute 32 ..... OL 2.0030 0.25 0.03 C-150 0.00000 8'-0 Pi: 0.000 2780 18'-4 42.632 Cro.. 25' -11 Pe 2781 18'-4 42.632 Cross 33'-11 Pv IL 1.4000 0.25 0.05 C-150 0.00001 72' -:H6 Pi: 0.001 2781 18'-4 U.632 29' -2 Pe 2i22 18'-4 42.632 4B,T 101' -SW Pv .....Rout. 33 ..... BL 1.4000 13.10 2.73 C.150 0.00965 I 151'-6 l'%: 1.977 676 18'-4 31.451 53' -5W Pe 574 18'-4 33.428 US 204' -11 Pv ..... Route 34 ..... SL 1.4000 8.82 1.84 C-1S0 0.00464 181' -IW Pi: 1.024 1208 18'-4 41.537 38'-lOW Pe 80 18'-4 42.561 8B 220' -7 Pv ..... Route 35 ..... OL 2.0030 1.02 0.10 C-150 0.00002 8'-0 l'%: 0.001 2778 18'-4 42.631 Cro8s 25'-11 Pe 2779 18'-4 42.631 Cro.s 33'-11 Pv SL- 1.4000 0.47 0.10 C-150 0.00002 64' -3" ill: 0.001 2779 18'-4 42.631 Pe 2121 18'-4 42.633 64' -3M Pv ..... Route 36 ..... OL :iI.o030 0.55 0.06 C-150 0.00000 8'-0 Pi: 0.000 2779 18'-4 42.631 Cro88 25'-11 Pe 2780 18'-4 42.632 Cross 33'-11 Pv ..... Route 37 ..... Unit. by Diameter: Inch Blevation: Foot Plow: gpn DiSCharge: gpm Velocity: fps Pressure: psi Length: Foot Friction Loss: pai/Foot HWC: Hazeo-Williams Conatant pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: PreSIIUre lOS8 due to friction between points Pel Pressure due to el.vation difference between indicated points Pv: Velocity presaure at a point in a pipe o o o .....-' Ii 0 1997-2003, M.B.P.CAD,IIlc. Job NaabIr: 36-364116 01101103 15:32:23 Page 11 o o o Job NaabIr: 36-364116 HYDRAULIC GRAPH 100 : : : - ; - 1-= -St IIIcPA!l8Ul'889 -- "- " '-. . . """'...... 181.20 wII\ hole ~ I I "- 81.20 .. 55.504 ~ " ~ - '" ; ....... - demand CUI'\/8 ~19O.oo.25.ooo ~ ~ '" I" " . , . , I I . . . . , . . . . I I I '" 90 80 70 60 1. I~ 40 30 20 10 o 1Zl50500 750 1000 1250 1500 1750 Walerftow. gpm 2000 2250 2500 Supply at Node 1 StIdIc preeeure: 69.000 fWiduIII Pntaan: 2190.00 . 25.000 SyMsm o.n.nd: 81.20 .. 55.504 SyIt8n o.n.nd wIlh hole a1NamI: 181.20 CD 55.504 Ii 0 1197-2003, M.B.P.CAD, lac. 01/08103 15:32:27 Page 12 o o - o o o o lob Number: 36-364116 HYDRAULIC CALCULA~lOHS Location: Keystone Commuities Prior Lake, MN. Job Number: 36-364116 Design Area: Second floor one head calc. (Calc #7a) Date: 01/09/03 15:56:51 Design Data: Occupancy Classification: Light Hazard Density: 0.10gpm/ft2 Area of Application: 433.20ft2 (Actual 433.20ft2) Coverage Per Sprinkler: 256.00ft2 Number of Sprinklers Calculated: 1 OUtside Hose Streams: 100.00 Total Hose Streams: 100.00 Total Water Required: 119.60 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 1868.77gal Maximum Velocity Above Ground: 6.78 between nodes 1142 and 1172 Maximum Velocity Under Ground: 0.11 between nodes 2 and 5 Supply Pressure(s) : Available Required Safety Margin -------------------------------------------------------------------- Supply node tag: 2 68.797 39.499 29.298 Name of Contractor: Weis Builders, Inc. Address: 7645 Lyndale Ave. S. Minneapolis, MN. 55423 Designer: Thomas Miller State Certification/License Number: C01S Authority Having Jurisdiction: City of Prior Lake Ii 0 1ll97-2003, M.B.P.CAD,1Dc. 01109103 15:57:06 Page 1 o o o WATER SUPPLY DATA Job N1Imber: 36-364116 IORCB JfOI). TAG ftATIC pUBlVU (pd) DSIDUAL PLOW pUSIUJUI . (pd) (gpa) AVULABLB pDBIURB (p.:L ) '1'O'1'AL . DBDHD (gpm) UQUZRBD pUSSlJU (pd) 2 2190.00 ---------------------------------------------------------------------------- 39.499 69.000 25.000 68.797 119.60 SUMMARY OF OUTFLOWING DEVICES D:BVI:CI: AC'l'UAL PLOW (gpa) 1IDlI_ PLOW (gpa) E-J'AC'1'Oa PRBSSURB (ps:L) spa 3670* 19 . 60 ---------.---------------------------------------------------------------- 19.60 * Most demanding sprinkler. 4.2 21.778 Ii 0 1997-2003, M.B.P.CAD,1uc. 01109103 1S:S1:06 Page 2 o Job Number: 36-364116 NODE ANALYSIS IIODI 1LBVA.'fIOR 'I'l"1'DGS pussmm DISCllARGB (root) (pd) (spa) ----------------------------------------------------------- 72 18'-4 Tee 29.184 73 18'-4 Cross 29.184 74 18'-4 Cross 29.184 75 18'-4 Cross 29.184 76 18'-4 Cross 29.184 77 18'-4 Cross 29.184 78 18'-4 Cross 29.183 79 18'-4 Cross 29.182 80 18'-4 Tee 29.180 3058 18'-0 K-5.6 29.328 95 18'-4 Elbow 29.184 96 18'-4 Tee 29.184 3079 18'-0 K-5.6 29.328 127 18'-4 Elbow 29.184 128 18'-4 Tee 29.184 3093 18'-0 K-5.6 29.329 144 18'-4 Elbow 29.184 145 18'-4 Tee 29.184 3124 18'-0 K-5.6 29.329 185 18'-4 Elbow 29.184 0 186 18'-4 Tee 29.184 188 18'-4 Tee 29.184 3126 17' -7 K-4.2 29.509 189 17' -7 Elbow 29.509 190 18'-4 Elbow 29.184 3136 17'-7 K-4.2 29.509 202 18'-4 Tee 29.184 203 17' -7 Tee 29.509 204 18'-4 Elbow 29.184 3142 18'-0 K-5.6 29.329 211 18'-4 Elbow 29.184 212 18'-4 Tee 29.184 3143 17'-7 K-4.2 29.509 215 17'-7 Tee 29.509 216 18'-4 Elbow 29.184 217 18'-4 Tee 29.184 3147 17'-7 K-4.2 29.509 221 18'-4 Tee 29.184 223 17'-7 Tee 29.509 224 18'-4 Elbow 29.184 3179 18'-0 K-5.6 29.329 267 18'-4 Elbow 29.184 268 18'-4 Tee 29.184 351 9'-5 0.000 352 9'-5 0.000 365 9'-5 0.000 366 9'-5 0.000 379 9'-5 0.000 n 380 9'-5 0.000 Ii 0 1997-2003. M.B.P.CAD,1Dc. 01109103 15:57:06 Page 3 Job Number: 36-364116 0 382 9'-5 0.000 387 9'-5 0.000 388 9'-5 0.000 1 -4'-11. 0.000 541 9'-5 0.000 555 9' -5 0.000 574 18'-4 Cross 28.583 61.2 9' -5 0.000 630 9' -5 0.000 676 18'-4 Tee 28.574 716 18'-4 Cross 28.584 5 l' -5W 36.699 3 l'-6~ 0.000 796 18'-4 Tee 28.562 809 18'-4 Elbow 28.562 846 9' -5 0.000 864 9'-5 0.000 3495 9'-4 K-5.6 33.273 3496 9'-4 K-5.6 33.273 3497 9'-4 K-5.6 33.273 877 18'-4 Cross 28.587 990 18'-4 Elbow 28.556 992 1.8'-4 Tee 28.556 1018 18'-4 Cross 28.680 1104 9'-5 0.000 1122 9'-5 0.000 3607 9'-4 K-5.6 33.273 3608 9'-4 K-5.6 33.273 0 3609 9'-4 K-5.6 33.273 361.0 9'-4 K-5.6 33.273 3611 9'-4 K-5.6 33.273 1142 18'-4 Elbow 26.943 1172 27'-7 Elbow 21. 787 1146 18'-4 Tee 27.604 1196 18'-4 Cross 29.185 1197 18'-4 Cross 29.185 1198 18'-4 Cross 29.185 1199 18'-4 Cross 29.185 1200 18'-4 Cross 29.185 1201 18'-4 Tee 29.185 1202 18'-4 Tee 29.185 1203 18'-4 Tee 29.185 1204 18'-4 Tee 29.186 1205 18'-4 Tee 29.187 1207 18'-4 Tee 29.190 1208 18' -4 Tee 29.106 1211 18'-4 Tee 28.807 1212 18'-4 Tee 28.554 1238 18'-4 Cross 28.755 1289 18'-4 Elbow 28.554 1321 9'-5 0.000 1339 9'-5 0.000 3703 9'-4 K-5.6 33.273 3704 9'-4 K-5.6 33.273 3705 9'-4 K-5.6 33.273 3706 9'-4 K-5.6 33.273 {'1 3707 9'-4 K-5.6 33.273 Ii 0 1997-2003, M.E.P.CAD, Inc:. 01109103 IS:57:06 Page 4 . I 3708 9'-4 K-5.6 33.273 1373 18'-4 Cross 28.726 1528 17'-4 29.694 1556 7'-lW 0.000 1558 16'-0 Tee 30.382 1578 7'-8W 0.000 1584 9'-5 0.000 1587 9'-5 0.000 1604 18'-4 Tee 28.712 1621 9'-5 0.000 ~. 1648 9'-5 0.000 1796 18'-4 Tee 28.704 1827 18'-4 Tee 28.694 1915 9'-5 0.000 1925 9'-5 0.000 1933 9' -5 0.000 1949 9' -5 0.000 1965 9' -5 0.000 1984 18'-4 Tee 28.703 4102., 9'-5 0.000 4119 9'-5 0.000 4137 9' -5 0.000 4138 9'-5 0.000 2062 9' -5 0.000 4139 9'-5 0.000 2121 18'-4 Tee 29.185 2122 18'-4 Cross 29.185 4170 9'-5 0.000 4171 9'-5 0.000 4172 9'-5 0.000 4173 9'-5 0.000 4197 9' -5 0.000 4207 9'-5 0.000 4208 9' -5 0.000 2183 9'-5 0.000 4209 9'-5 0.000 4210 9' -5 0.000 4222 9' -5 0.000 4223 9'-5 0.000 4224 9'-5 0.000 4225 9'-5 0.000 2257 18' -4 Blbow 28.646 2272 18'-4 Tee 28.646 4261 9' -5 0.000 4276 9'-5 0.000 4277 9'-5 0.000 2312 9'-5 0.000 4278 9'-5 0.000 4279 9' -5 0.000 4294 9' -5 0.000 4295 9'-5 0.000 4296 9' -5 0.000 4297 9' -5 0.000 2372 18' -4 Blbow 28.639 2385 18'-4 Tee 28.652 4321 19'-7~ 1e-3.0 28.092 4323 9'-5 0.000 o O. J -"- n Ii 0 1997-2003. ME-P.CAD, Inc. Job NaabIr: 36-364116 01109103 15:57:06 Page 5 Job Namber: 36-364116 () 2742 18'-4 Tee 28.650 2743 18'-4 Cross 28.636 2767 18'-4 Tee 28.649 4533 19'-7W K-3.0 28.089 2772 18'-4 Cross 29.185 2773 18'-4 Cross 29.185 2774 18'-4 Cross 29.185 2775 18' -4 Cross 29.185 2776 18'-4 Tee 29.185 2778 18'-4 Cross 29.185 2779 18'-4 Cross 29.18S 2780 18'-4 Cross 29.185 2781 18'-4 Cross 29.185 2783 18'-4 Tee 28.619 2785 18'-4 Elbow 28.619 2787 18'-4 Cross 28.645 4547 9' -5 0.000 4565 9'-5 0.000 2842 18'-4 Cross 28.648 4590 9'-5 0.000 4591 9'-5 0.000 4620 9'-5 0.000 4621 9' -5 0.000 2 -5'-0 Source 39.499 19.60 3670 27'-7 K-4.2 21.778 19.60 o n Ii 0 1197-2003, M.B.P.CAD,lDc. 01109103 15:57:07 Pap 7 HYDRAULIC ANALYSIS ~ '1'Y.De m._tu ow VeJ,oelty I'z:le._ Lo.. LeDgt::b Pr.~ ~... U",UOD X-hctor t: Pa n ttiDg. aq. Lagt.ll su..u:y UD.t:n.a Tot:. Leiath OL ~.1090 19.60 6.51 C.150 0.06327 0'-2 Pf 0.009 3670 27'-7 19.60 4.2 21.778 K-4.2 Pe 1172 27'-7 21.787 0'-2 Pv SP 1.0870 19.60 6.78 C-1S0 0.06976 9'-3 Pf 1.146 1172 27' -7 21.787 Ell:lOw 7'-2 Pe 4.010 1142 18'-4 26.943 Elbow 16'-5 Pv OL 1.1090 19.60 6.51 C-lfiO 0.06327 O'-6W Pf 0.660 1142 18'-4 26.943 - 9'-11 Pe 1146 18'-4 27.604 Tee 10'-5 Pv IL 1.4000 8.29 1.73 C.1S0 0.00414 190'-6W PI: 0.984 1146 18'-4 27.604 46' -11M Pe 877 18'-4 28.587 2Q 5B,2T 237'-6 Pv OL 1.6020 9.83 1.56 C-1S0 0.00294 8'-0 Pi: 0.093 877 18'-4 28.587 Cross 23'-7 Pe 1018 18'-4 28.680 Cross 31'-7 Pv OL 1.6020 11.63 1.85 C-150 0.00402 7' -11M PI: 0.127 1018 18'-4 28.680 Cross 23'-7 Pe 1211 18'-4 28.807 Tee 31' -6W Pv OL 2.0030 19.60 2.00 C-150 0.00356 19'-4 Pf 0.299 1211 18'-4 28.807 64' -'M Pe 1208 18'-4 29.106 5T 84 ' -1M Pv OL 2.0030 17.47 1.78 C-1S0 0.00287 3'-4W Pf 0.084 1208 18'-4 29.106 Tee 25' -11 Pe 1207 18'-4 29.190 Tee 29'-3W Pv OL 2.1540 19.60 1.73 C.120 0.00377 15'-W Pf 0.080 1207 18'-4 29.190 6'-lM Pe 0.424 1528 17'-4 29.694 Elbow 21' -1M Pv MS 2.1570 19.60 1.72 C-120 0.00375 1'-1 Pi: 0.101 1528 17' -4 2'.694 25' -10 Pe 0.587 1558 16'-0 30.382 B,P--0.028,T 26' -11 Pv PR 6.4030 19.60 0.20 C-120 0.00002 259' -gw 1i'I: 0.012 1558 16'-0 30.382 406' -3M Pe 6.304 5 l'-5W 36.6994T,10E,Q,P--0,C_-0.oo ,G--O 666'-1 Pv TJO 8.3900 19.60 0.11 C-140 0.00000 ~12'-7M Pi: 0.001 5 l'-5M 36.699 30' -6W Pe 2.800 2 -5'-0 39.499 E,B 143'-2 Pv ..... Route 1 ..... BL 1.4000 0.73 0.15 C-150 0.00005 3'-3W Pi: 0.001 2767 lB'-4 28.649 9'-8M Pe 2742 18'-4 28.650 Tee 13'-0 Pv BL 1.4000 0.73 0.15 C-150 0.00005 7'-1M Pf 0.001 2742 18'-4 28.650 9'-8M Pe 2715 18'-4 28.650 Tee 17 ' -4W Pv BL 1.4000 1.88 0.39 C-150 0.00027 4'-3M Pf 0.001 2715 18'-4 28.650 Pe 2632 18'-4 28.652 4'-3M Pv BL 1.4000 1.88 0.39 C-150 0.00027 11'-0 Pf 0.006 2632 18'-4 28.652 9'-8W Pe 2560 18'-4 28.657 2B 20' -8M Pv BL 1.4000 1.88 0.39 C-150 0.00027 123' -11M Pf 0.037 2560 18'-4 28.657 16'-2W Pe 1827 18'-4 28.694 Q,3E 140'-2 Pv BL 1.4000 1.07 0.22 C.150 0.00009 92'-3~ Pf 0.010 1827 18'-4 28.694 9'-8W Pe 1796 18' -4 28.704 2E 102'-0 Pv o o o Ii 0 1997-2003, MB.P.CAD,IDc. Job NumbIr: 36-364116 01109/03 15:57:07 Page 8 .1De ".IY>>e _~ now -.:: !'ria. Loll. LeDgtll. ft.... DowIuItnIa ""UOIl DuelIarp ':-I'actozo Pt: PC I'ittiag. .q.~ ~ tJD.tnIa Tot. Laat:h OLl 1.\5020 1.88 0.30 C-150 0.00014 8' -0 Pi: 0.008 1796 18'-4 28.704 Tee 47'-2 Pe 1604 18'-4 28.712 3T 55'-2 Pv OL 1.6020 3.53 0.56 C-150 0.00044 8'-0 I'I: 0.014 1604 18'-4 28.712 Tee 23'-7 Pe 1373 18'-4 28.726 Cross 31'-7 Pv OL 1.6020 5.39 0.86 C-150 0.00097 6'-10 Pi: 0.029 1373 18'-4 28.726 Cross 23'-7 Pe 1238 18'-4 28.755 Crosa 30'-5 Pv OL 1.6020 7.97 1.27 C-150 0.00200 2'-4 Pi: 0.052 1238 18'-4 28.755 Cross 23'-7 Pe 1211 18'-4 28.807 Tee 25 '-11 Pv ..... Route 2 ..... B1I 1.4000 1.54 0.32 C-1S0 0.00018 79'-10 Pf 0.016 2398 18'-4 28.538 9'-BW Pe 1212 18'-4 28.554 2:8 89' -6M Pv BL 1.4000 1.54 0.32 C-150 0.00018 11' -1M PI: 0.002 1212 18'-4 28.554 Pe 992 18'-4 28.556 l1'-lW Pv BL 1.4000 1.54 0.32 C-1150 0.00018 19'~ P:I: 0.006 992 18'-4 28.556 11'-4 Pe 796 18'-4 28.562 Q,T 30' -4W Pv B1I 1.4000 1.54 0.32 C-150 0.00018 52'-9 Pf 0.013 796 18'-4 28.562 16'-2W Pe 676 18'-4 28.574 B,Q.T 68'-11M Pv B1I 1.4000 0.84 0.18 C-150 0.00006 137' -:iM Pi: 0.010 676 18'-4 28.574 24' -3W Pe 716 18'-4 28.584 5B 161'-6 Pv OL 1.6020 1.54 0.24 C-150 0.00009 8'-0 Pi: 0.003 716 18'-4 28.584 Cross 23'-7 Pe 877 18'-4 28.587 Cross 31'-7 Pv ..... Route 3 ..... oL 2.0030 1.55 0.16 C-150 0.00003 6'-0 1i'I: 0.001 1204 18'-4 29.186 Tee 25' -11 Pe 1205 18'-4 29.187 Tee 31' -11 Pv OL 2.0030 2.13 0.22 C-150 0.00006 2'-1M Pf 0.003 1205 18'-4 29.187 Tee 51'-10 Pe 1207 18'-4 29.190 3T 54'-5 Pv ..... Route 4 ..... OJ.. 2.0030 0.24 0.02 C-150 0.00000 8'-0 Pi: 0.000 1198 18'-4 29.185 Cross 25'-11 Pe 1199 18'-4 29.185 Cross 33' -11 Pv OL 2.0030 0.36 0.04 C-150 0.00000 6'-7 P:I: 0.000 1199 18'-4 29.185 Cross 25' -11 pe 1200 18'-4 29.185 Cross 32' -5M Pv ot 2.0030 0.54 0.06 C-150 0.00000 8'-0 1i':I: 0.000 1200 18'-4 29.185 Cross 25' -11 Pe 1201 18'-4 29.185 Tee 33'-11 Pv OL 2.0030 0.59 0.06 C-150 0.00001 l' -\5M Pf 0.000 1201 18'-4 29.185 Tee 25'-11 Pe 12-02 18'-4 29.185 Tee 27'-5 Pv OL 2.0030 0.89 0.09 C-150 0.00001 4'-~ Ii'I: 0.000 1202 18'-4 29.185 Tee 25'-11 Pe 1203 18'-4 29.185 Tee 30' -4M Pv Ot 2.0030 1.14 0.12 C-150 0.00002 3'-6M Pf 0.001 1203 18'-4 29.185 Tee 25' -11 Pe 1204 18'-4 29.186 Tee 29'-5 Pv ..... Route 5 ..... C1113 1.4000 5.39 1.12 C-1S0 0.001871 9'-4 Pi: 0.017 2699 18'-4 28.619 Pe 2743 18'-4 28.636 9'-4 Pv o o n Ii 0 1997-2003, M.B.P.CAD, IDe. Job N.uller: 36-364116 01109103 15:57:07 Page 9 1'2." nme ~~ .low I'z::l.e _ Loa. 1T....ue ~tnlea eYaUCD Dlacbuge K-ractozo PC l'itt1Dgs ~.Lugt:Il "-zy ~t:r_ 'l'ot.~ 1.4000 3.:.", 0.74 C-150 0.00086 9'-1 Pi: 0.009 2743 18'-4 28.636 Pe 2787 18'-4 28.645 9' -11M Pv BL 1.4000 1.65 0.34 C-150 0.00021 12'-9 1i'I: 0.005 2787 18'-4 28.645 Cross 9'-SW Pe 2690 18'-4 28.650 22'-6 Pv BL 1.4000 1.65 u.34 . C.150 0.00021 7 -7K Pi: 0.002 2690 18'-4 28.650 Pe 2588 18'-4 28.651 7'-7M Pv BL 1.4000 1.65 0.34 c-150 0.00021 11'-0 PI: 0.004 2588 18'-4 28.651 9' -8M Pe 2524 18'-4 28.656 2B 20 '-8W Pv BL 1.4000 1.65 0.34 C-150 0.00021 10'-0 Pi: 0.002 2524 18'-4 28.656 Pe 2455 18'-4 28.658 10'-0 Pv BL 1.4000 1.65 0.34 C-150 0.00021 217'-SW Pi: 0.054 2455 18'-4 28.658 40'-6 Pe 1604 18'-4 28.712 Q,8B 257'-11M Pv ..... Route 6 ..... SL 1.4000 1.85 0.39 C.150 0.00026 12'-' Pf 0.006 2743 18'-4 28.636 cross 9'-8M Pe 2594 18'-4 28.642 22'-6 Pv BL 1.4000 1.85 0.39 C-150 0.00026 7'-7 Pf 0.002 2594 18'-4 28.642 Pe 2549 18'-4 28.644 7'-7 Pv BL 1.4000 ~.85 0.39 C-lSO 0.00026 11'-0 l'%: 0.005 2549 18'-4 28.\544 9'-8M Pe 2U8 18'-4 28.650 2B 20' -SW Pv BL 1.4000 1.85 0.39 C-150 0.00026 10'-0 l'%: 0.003 2488 18'-4 28.650 Pe 2385 18'-4 28.652 10'-0 Pv BL 1.4000 1.85 0.39 C.150 0.00026 237'-11 Pf 0.073 2385 18'-4 28.652 45'-4 Pe 1373 18'-4 28.726 Q 7B.T 283'-3 Pv ..... Route 7 ..... BL 1.4000 11.31 ;;l.36 C-150 0.00735 107'-lW Ii'1: 0.931 1146 18'-4 27.604 19'-5 Pe 2585 18'-4 28.534 2E,X 126' -6M Pv CM3 1.4000 9.77 2.04 C-150 0.00561 9' -11W l'%: 0.056 2585 18'-4 28.534 Pe 2620 18'-4 28.590 9' -11M Pv CM3 1.4000 7.97 1.66 C-150 0.00385 7'-6 Pi: 0.029 2620 18'-4 28.590 Pe 2699 18'-4 28.619 7'-6 Pv BL 1.4000 2.58 0.54 C-l.50 0.00048 11' -5M Pi: 0.010 2699 18'-4 28.619 Cross 9'-8M Pe 2580 18'-4 28.629 21'-2 Pv BL 1.4000 2.58 0.54 C-150 0.00048 10' -10 l'%: 0.005 2580 18'-4 28.629 Pe 2509 18'-4 28.634 10' -10 Pv BL 1.4000 2.58 0.54 C-150 0.00048 10' -10 Pf 0.005 2509 18'-4 28.634 Pe 2389 18'-4 28.639 10' -10 Pv BL 1.4000 2.58 0.54 C-150 0.00048 13'-2 P:I: 0.006 2389 18'-4 28.639 Pe 2272 18'-4 28.646 13'-2 Pv IL 1.4000 2.58 0.54 C-150 0.00048 227'-8 Pi: 0.109 2272 1B'-4 28.646 l'-7M Pe 1238 18'-4 28.755 45-Blbow 229' -3M Pv ..... KOUte 8 ..... o o {1 Ii 0 1997-2003, M.B.P.CAD, lac. lob Number: 36-364116 01109103 15:57:07 Page 10 1'1_ ~ ~~ now VelOC1W Be 1'r1C1. Lo.. :k.... Dowutt&'Ma ...acm K-l'actoZ' lit PC J'ittiDgs ~.LeDgt:h s-J:y 'ONtna 'tot. __ BL 1.4000. 0.06 0.01 C-150 0.00000 105'- Pt 0.000 1199 18'-4 29.185 Pe 2775 18'-4 29.185 105' -6M Pv OL :01.0030 0.26 0.03 c-l:1o 0.00000 6'-7 PI: 0.000 2775 18'-4 29.185 Cross 25' -11 Pe 2776 18'-4 29.185 Tee 32' -5M Pv OL :1.0030 0.30 0.03 00150 0.00000 9'-6iIS Pt 0.000 2776 18 -4 29.185 Tee 51' -10 Pe 2778 18'-4 2'.185 2T,X 61'-4 Pv BL 1.4000 0.05 0.01 00150 0.00000 107'-1 Pi: 0.000 2778 18'-4 29.185 9'-8W Pe 1201 18'-4 29.185 2B 116'-gw Pv ..... Route 9 ..... OL 2.0030 0.07 0.01 C-150 0.00000 6'-0 Pf 0.000 1196 18'-4 2'.185 C;:oss 25 '-11 Pe 1197 18'-4 2'.185 Cross 31'-11 Pv OL 2.0030 0.14 0.01 C-150 0.00000 8'-0 Pf 0.000 1197 18'-4 29.185 cross 25'-11 Pe 1198 18'-4 29.185 Cross 33'-11 Pv BL 1.4000 0.07 0.01 C-150 0.00000 105' -~ Pt 0.000 1198 18'-4 29.185 Pe 2774 18'-4 29.185 105' -6W Pv ~ 2.0030 0.20 0.02 C-150 0.00000 8'-0 Pf 0.000 2774 18'-4 29.185 cross 25'-11 Pe 2775 18' -4 29.185 cross 33 '-11 Pv ..... Route 10 ..... IL 1.4000 0.07 0.01 C-150 0.00000 105' -6W Pi: 0.000 1197 18'-4 29.1B5 Pe 2773 18'-4 29.185 105' -6W Pv OL 2.0030 0.13 0.01 C.150 0.00000 8'-0 Pf 0.000 2773 18'-4 29.185 cross 25' -11 Pe 2774 18'-4 29.185 cross 33' -11 Pv ..... Route 11 ..... ot 1.6020 0.81 0.13 C-150 0.00003 6'-0 Pf 0.002 1984 18'-4 28.703 Tee 47'-2 Pe 1796 18'-4 28.704 3T 53'-2 Pv ..... Route 12 ..... BL 1_4000 0.06 0.01 C-160 0.00000 111' -\5W Pi: 0.000 1196 18'-4 29.1B5 29'-2 Pe 2772 18'-4 29.185 6B 140' -8M Pv OL 2.0030 0.06 0.01 00150 0.00000 8'-0 Pf 0.000 2772 18'-4 29.185 Cross 25' -11 Pe 2773 18'-4 29.185 cross 33' -11 Pv ..... Route 13 ..... BL 1.4000 1.15 0.24 C-150 0.000111 3'-4 Pf 0.000 2735 18'-4 28.650 pe 2715 18'-4 28.650 3'-4 Pv ..... Route 14 ..... BL 1.4000 1.81 0.38 C-lSO 0.00025 299'-4 PJ: 0.090 2620 18'-4 28.590 Cross 64 ' - gw Pe 1018 18'-4 28.680 9B,Q,T 364' -lW Pv ..... Route 15 ..... BL 1.4000 0.81 0.17 C.150 0.00006 100'-4 Pf 0.008 1827 18'-4 28.694 Tee 43'-' Pe 1984 18'-4 28.703 7E 144 ' -1 Pv ..... Route 16 ..... OL 1.\5020 0.69 0.11 C-150 o . 00002 1 8'-0 Pf 0.001 574 18'-4 28.583 Cross 47'-2 Pe 716 18'-4 28.584 2T,X 55'-2 Pv ..... Route 17 ..... o o n .. 01997-2003, M.B.P.CAD, IDe. Job Number: 36-364116 01/OtlO3 15:57:07 Page 11 .1.- 'NIle ~ now ~ ~Lou Pr..unu:. Dowuttn_ a- ft: .. tUDg'. Iq. LeD.vt:Ja ~ 1ID.tr_ 'lot . 013 1.4000 0.59 0.12 0.150 0.00003 3~'-5 P:I: 0.002 2547 18'-4 28.536 29'-2 Pe 2398 18'-4 28.538 X,2T 60'-7 Pv ..... Rout. 18 ..... CM3 1.4000 1.54 0.32 C.1S0 0.00018 9'-11W Pi: 0.002 2585 18'-4 28.S34 Pe 2547 18'-4 28.536 9'-llW Pv BL 1.4000 0.~4 0.20 C.1S0 0.00007 16'-2 Pi: 0.002 2547 18'-4 28.536 Cross 9'-IW Pe 2398 18' -4 28.538 25'-10W Pv ..... Route 19 ..... eM3 1.4000 1.88 0.39 C-150 0.00027 9'-11M PI: 0.003 2787 18'-4 28.645 Pe 2842 18'-4 28.648 9'-11~ Pv BL 1.4000 1.15 0~4 C-1S0 0.00011 12 '-!fH Pi: 0.002 2842 18'-4 28.648 cross 9'-8W Pe 2735 18'-4 28.650 22' -6M Pv ..... Route 20 ..... 013 1.4000 0.73 0.15 C-1S0 0.00005 I 20'-6 Pi: 0.001 2842 18'-4 28.648 9'-8M pe 2767 18'-4 28.649 Croas 30' -2W Pv ..... Route. 21 ..... OL 2.0030 2.13 0.22 C-1S0 0.00006 9'...0 Pi: 0.002 80 18'-4 29.180 Tee 25' -11 Pe 79 18' -4 29.182 cross 34'-11 Pv BL 1.4000 0.58 0.12 C.150 0.00003 174'-8W pt 0.005 79 18'-4 29.182 Pe 1205 18'-4 29.187 174'-8W Pv ..... Route 22 ..... OL 2.0030 1.14 0.12 C-150 0.00002 8'-0 Pf 0.001 78 18'-4 29.183 Cross 25'-11 Pe 77 18'-4 29.184 Croa. 33'-11 Pv OL 2.G030 0.84 0.09 C.150 0.00001 9'-6W Pi: 0.000 77 18'-4 29.184 cross 25'-11 Pe 76 18'-4 29.184 Cross 35'-5 Pv OL 2.0030 0.62 0.06 C.150 0.00001 6'-7 Pf 0.000 76 18'-4 29.184 Cross 25'-11 Pe 75 18'-4 29.184 CroS8 32'-5M Pv OL ;1.0030 0.44 0.04 C-150 0.00000 8'-0 Pf 0.000 75 18'-4 29.184 Cross 25'-11 Pe 74 18'-4 29.184 cross 33'-11 Pv BL 1.4000 0.16 0.03 C-150 0.00000 43'-1 pt 0.000 74 18' -4 29.184 Pe 188 18'-4 29.184 43'-1 Pv BL 1.4000 0.16 0.03 C-150 0.00000 131' -7W Pf 0.000 188 18'-4 29.184 pe 1198 18'-4 29.185 131'-7M Pv ..... Route 23 ..... BL 1.4000 0.30 0.06 C-150 0.00001 174'-8W Pf 0.002 77 18'-4 29.184 Pe 1202 18'-4 29.185 174'-8M Pv ..... Route 24 ..... BL 1.4000' 0.18 0.04 C-150 0.00000 55'-1 Pf 0.000 75 18'-4 29.184 Pe 217 18'-4 29.184 55'-1 Pv BL 1.4000 0.18 0.04 C-150 0.00000 119'-7~ Pf 0.000 217 18'-4 29.184 Pe 1199 18'-4 29.185 119' -7M Pv ..... Route 2S ..... OL 2.0030 0.27 0.03 . C-150 0.00000 6'-0 pt 0.000 74 18'-4 29.184 . Cross 25'-11 Pe 73 18'-4 29.184 Cross 31'-11 Pv o n o Ii 0 1997-2003, M.B.P.CAD,1Dc. Job Number: 36-364116 01109103 15:57:07 Page 12 o n o Job Number: 36-364116 Pille 'J.'VilDe now ".1md.~ -.c arr!.e. Loa. PZ'~ ~ .... OIl H~ 1t-l'act:oZ' lPt PC I'i t t:1DSJ. aq. Length ~ UiDa=- 'fot. Y___1o BL 1.4000 O.a 0.03 C-150 0.00000 55'-3 Pi: o ;-000 73 18'-4 29.1B4 Pe 221 18'-4 29.1.4 55'-~ f\- ElL ..aooo 0.15 0.03 C-1I1iO 0.00000 121' -5H PI: o ;(100 221 lB'-4 29.184 9'-8M Pe 1197 18'-4 29.185 2B 131' -2 Pv ..... Route 25 ..... OL ;1.0030 0.13 0.01 c-uO 0.00000 9'-0 Pi: 0.000 73 18'-4 2'.184 Cross 25' -11 Pe 72 18'-4 29.184 Tee 34' -11 Pv 8L 1.4000 0.13 0.03 C-150 0.00000 50'-11 Pi: 0.000 72 18'-4 29.184 9'-8M Pe 202 18'-4 29.184 2B 60'-7W Pv BL 1.4000 0.13 0.03 C-150 0.00000 132' -", Pf 0.000 202 18'-4 29.184 38'-10W Pe 1196 18'-4 2'.185 8B 171'-8 Pv ..... Route 27 ..... BL 1.4000 0.25 0_05 C.150 0.000011 44' -tW Pf 0.000 2121 18'-4 29.185 19'-5 Pe 1203 18'-4 29.185 4B 64' -2W Pv ..... Route 28 ..... BL 1.4000 0.14 0.03 C-150 0.00000 8'-0 PC 0.000 2122 18'-4 29.185 9'-BW Pe 2121 18' -4 29.185 Tee 17' -8M Pv ..... Route 2' ..... BL 1.4000 0.22 0.05 C-l,SO 0.00001 12' -11 PT 0.000 145 18'-4 29.184 Pe 186 18'-4 29.184 12' -11 Pv 8L 1.4000 0.22 0.05 C-1S0 0.00001 12 ' -11 ~ 0.000 186 18'-4 29.184 Pe 212 18'-4 29.184 12' -11 Pv BL 1.4000 0.22 0.05 C-1S0 0.00001 15'-0 ~ 0.000 212 18'-4 29.184 Pe 268 18'-4 29.184 15'-0 Pv BL 1.4000 0.22 0.05 C-150 0.00001 107' -2M M 0.001 268 18'-4 29.184 Pe 1200 18'-4 2'.185 107' -2W Pv BL 1.4000 0.04 0.01 C.lSO 0.00000 105' -6M Pi: 0.000 1200 18'-4 29.185 Pe 2776 18'-4 29.185 105' -6W Pv ..... Route 30 ..... BL 1.4000 0.22 0.05 C-150 0.00001 3'-M Pf 0.000 76 18'-4 29.184 Pe 96 18'-4 29.184 3'-M Pv BL 1.4000 0.22 0.05 C-1S0 0.00001 11'-10 Pf 0.000 96 18'-4 29.184 Pe 128 18'-4 29.184 11'-10 Pv BL 1.4000 0.22 0.05 C.1S0 0.00001 11' -10 Pf 0.000 128 .18'-4 29.184 Pe 145 18'-4 29.184 11' -10 Pv ..... Route 31 ..... 8L 1.4000 0.07 0.02 C-l.50 0.00000 64' -3M Pf 0.000 2780 18'-4 29.185 9'-8M Pe 2122 18'-4 29.185 Cross 74'-0 Pv ..... Route 32 ..... OL 2.0030 0.06 0.01 C-150 0.00000 8'-0 P? 0.000 2780 18'-4 29.185 Cross 25'-11 Pe 2781 18'-4 29.185 Cross 33'-11 Pv BL 1....000 -0. 06 0.01 C-1S0 0.00000 72'-3M {)f- 0.000 2781 18'-4 2'.185 29'-2 Pe 2122 18' -4 29.185 4B T 101'-5W Pv ..... Rout.e 33 ..... Ii 0 1997-2003, M.B.P.CAD, IDe. 01109103 lS:S7:07 Page 13 o o o Uuit. Key DilUlleter: BlevatiQ11 : Plow: Diacharge: Velocity: Pressure: Length: Priction Loss: HWC: pt: Pn: Pf: Pel Pv: Ii 0 1997-2003, M.B.P.CAD, IDe. lob NuaIlltr: 36-364116 It . 030 0.14 18'-4 18'-4 ..... oute 38 ..... IT . Loll. PC I' ttiDg. 0.0 0.09 11S 0.00003 eross Cross 0.00002 4B 0.44 150 29.106 29.180 0.12 Cd50 29.185 29.185 _150 29.185 29.185 64 ' - 3M 0.02 o. 0.00000 cross Cross 8'-0 P 0.000 25'-11 Pe 33' -11 Pv Inch Poot gpm gpm fps pai Foot psi/Poot HaZeD-Williams Con8tant Total preslIUre at a point in a pipe No:r:al presaw:e at a point in a pipe Preasure 10.. due to friC1:iOD ~tween points Preaeure due to eleva1:iOlldifference between indicated points Velocity pres.sure at a point in a pipe 011Of103 15:57:07 :ke.aure su..ary 0.009 0.001 0.003 0.074 0.000 0.000 Page 14 n -' o o Job Number: 36-364116 HYDRAULIC GRAPH 100 - .,; - M-~89 ....A ~ ~ ~ ..... , - ~ - "' '" I.. -119.80 with hoee I I '" 19.60 0 39.499 . "- ~19O.00.25.ooo - ~ demMd curve " .. I .... II . " . . I , , I , I I '" 90 80 70 80 1. ISO Q. 40 30 20 10 o _500 750 1000 1500 1750 Water fIDw, gpm 2000 2250 2500 1250 SUpply III Node 2 stIIIIc pnllMlUI'e: 89.000 ReIIdu8I Pre.n: 2190.00.25.000 System Dem8tId: 19.80039.499 System Dem8tId wilt hoee.n.ne: 119.60.39.499 I[; 0 1997-2003. M.B.P.CAD. Ino. Ol109fOS 15:!7:10 Pap 16 0, .,_.,. 0/ -' o o o o Job Number: 36-364116 HYDRAULIC CALCULATIONS Location: Keystone Commuities Prior Lake, MN. Job Number: 36-364116 Design Area: 1st Flr. Corridor Calc. (Calc #8) Date: 01/08/03 15:37:29 Design Data: Occupancy Classification: Light Hazard Density: O.lOgpm/ftl Area of Application: 551.6Sftl (Actual 557.65ftl) Coverage Per Sprinkler: 22S.00ftl Number of Sprinklers Calculated: 6 Outside Hose Streams: 100.00 Total Hose Streams: 100.00 Total Water Required: 239.99 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 1885.41gal Maximum Velocity Above Ground: 21.28 between nodes 76 and 96 Maximum Velocity Under Ground: 0.81 between nodes 1 and 3 Supply Pressure(s): Available Required Safety Margin -------------------------------------------------------------------- Supply node tag: 1 68.264 52.582 15.682 Name of Contractor: Weis Builders, Inc. Address: 7645 Lyndale Ave. S. Minneapolis, MN. 55423 Designer: Thomas Miller State Certification/License Number: C015 Authority Having JuriSdiction: City of Prior Lake Ii 0 1"'-2003, M.B.P.CAD,1Dc. 011Ol1103 15:37:43 Page 1 " ,., o WATBR SUPPLY DATA Job Numbr. 36-364116 souaes BODS TAG RATIe .DISUUl (psi) DSID'DL now .D8SUD . (p.i) (gpa) AV,UUBLB ....SU1lB (p81) ~O~AL . DBDJII) (gpa) ugv%JlBI) PDS8VRB (p81) 1 2190.00 -----------------------------~---------------------------------------------- 52.582 69.000 25.000 68.264 239.99 SUMMARY OP OUTPLOWING DEVICES DBV%CB AC'l'VAL now (gpa) IIDrIIlUII n.ow (gpa) X-PACTOR .USS1JRB (p81) -------------------------------------------------------------------------- SPR 3058 SPR 3079 SPR 3093 SPR 3124 IPR 31012. SPR 3179 25.61 23.83 22.89 22.53 22.50 22.62 22.50 22.50 22.50 22.50 22.50 14.82 <::) * Most demanding sprinkler. o j 5.6 5.6 5.6 5.6 5.6 5.6 20.910 18.114 16.714 16.182 16 .143 16.323 Ii 0 1m-2OlB, M.B.P.CAD,IDc. 01108103 15:37~3 Pap 2 o o o i ~ Job Num1ler: 36-364116 FITTINGS LEGBND -------------- E Elbow T Tee L LongEl C CheckVlv P BflyVlv G GateVlv A AlarmChk D DryPipeVlv Q 45-Blbow R TeeRun o Coupling W SwingChk V DlgVlv s Strainer c PDC 9 Gauge X Cross P PumpOut r PressRed B Backflow u Unknown Z Cap J Joint f PlowDev M PltgNode H Hose S Source N Nozzle K Sprinkler Y Hydrant p PumpIn Ii 0 1997-2003, M.B.P.CAD, IDe. 01/08103 15:37:43 PIp 3 o JobNuallMr.36-S64116 NODE ANALYSIS RODB BLBVA'nO. Pl'ftDIGI PUSSORB DISCBAIlQB (Poot;) (pd) ( gpa) ----------------------------------------------------------- 72 18' -4 Tee 24.094 73 18'-4 Cross 24.078 . 74 18'-4 Cross 24.020 75 18'-4 Cross 23.875 76 18'-4 Cross 23.610 77 18'-4 Cross 24.986 78 18'-4 Cross 25.994 79 18'-4 Cross 26.562 80 18'-4 Tee 26.787 95 18'-4 Elbow 21.215 96 18'-4 Tee 22.307 127 18'-4 Elbow 18 .363 128 18'-4 Tee 19 .320 144 18'-4 Elbow 16.934 145 18'-4 Tee 17.822 185 18' -4 Elbow 16.392 186 18'-4 Tee 17.253 211 18'-4 Elbow 16.352 212 18'-4 Tee 17.212 267 18'-4 Elbow 16.536 0 268 18'-4 Tee 17.404 3 l'-5W 49.762 1196 18'-4 Cross 24.683 1197 18'-4 Cross 24.686 1198 18'-4 Cross 24.69.9 1199 18'-4 Cross 24.729 1200 18'-4 Cross 24.788 1201 18' -4 Tee 25.380 1202 .18' -4 Tee 25.937 1203 18'-4 Tee 26.790 1204 18'-4 Tee 28.145 1205 18'-4 Tee 30.174 1207 18'-4 Tee 35.115 1208 18'-4 Tee 34.926 1528 17' -4 38.567 1558 16'-0 Tee 42.985 2121 18'-4 Tee 25.636 2122 18'-4 Cross 25.535 2772 18'-4 Cross 24.808 2773 18'-4 Cross 24 . 814 2774 18' -4 Cross 24.836 2775 18'-4 Cross 24.887 2776 18'-4 Tee 24.976 2778 18'-4 Cross 25.254 2779 18'-4 Cross 25.360 2780 18'-4 Cross 25.394 2781 18' -4 Cross 25.402 3058 18' -0 K-S.6 20.910 25.61 3079 18'-0 K-5.6 18.114 23.83 ('1 Ii 01997-2003, M.B.P.CAD,IDc. 01108103 15:37:43 PIp 4 o o o . Job Namber: 36-364116 3093 3124 3142 3179 1 18'-0 K-5.6 18'-0 K-S.6 18'-0 K-S.6 18 1-0 K-S. 6 -S'-O Source 16.714 16.182 16.143 16.323 52.582 22.89 22.53 22.50 22.62 139.99 Ii 0 1997-2003, M.B.P.CAD.1Dc. 01108103 15:37:43 Paae 5 BYDRADLI:C ANALYSIS PJ,De 'IBe now velocity .: ITs-a. Loas PrMsun Dowut.... ...,.UOIl K.1'aGtor Pt PC l'ittiDgs ~.LeRgt:Il ~ 'ODstnla 'ZOot. UK 1.0870 ~;a.:)o .'.78 C-150 0.09005 0'-4 Pi: 0.as53 3142 lEI -0 22.50 5.6 16 .143 K-5.6 3'-7 Pe -0.145 211 18'-4 16.352 Blbow 3'-11 Pv BL 1.1090 22.50 7.47 C-150 O. 08168 O'-7W Pi: 0.860 211 18'-4 16.352 9'-11 Pe 212 .,... 18'-4 17.212 Tee 10' -6M Pv BL 1.4000 15.27 3.18 C-150 0.01282 15'-0 Pr 0.192 212 18'-4 17.212 Pe 268 18'-4 17.404 15'-0 Pv IL 1.4000 37.90 7.90 C-150 0.06889 107'-2M Pi: 7.384 268 18'-4 17.404 Pe 1200 18'-4 24.788 107'-2W Pv 010 2.0030 46.29 4.71 C-1S0 0.01743 8'-0 Pt 0.591 1200 18'-4 24.788 Cross 25'-11 Pe 1201 18'-4 25.380 Tee 33'-11 Pv OL 2.0030 :)0.29 5.12 C-1S0 0.02032 1'-0" Pi: 0.557 1201 18'-4 25.380 Tee 25'-11 Pe 1202 18'-4 25.937 Tee 27'-5 Pv OL 2.0030 :)9.90 6.10 C-150 0.02808 4'-5" i'I: 0.853 1202 18'-4 25.937 Tee 25 '-11 Pe 1203 18'-4 26.790 Tee 30'-4M Pv OL 2.0030 78.23 7.97 Cd50 0.04602 3 ' -fjM 1i'I: 1.355 1203 18'-4 26.790 Tee 25'-11 Pe 1204 18'-4 28.145 Tee 29'-5 Pv OL 2.0030 93.17 9.49 C-150 0.06359 6'-0 PI: 2.029 1204 18'-4 28.145 Tee 25'-11 Pe 1205 18'-4 30.174 Tee 31'-11 Pv OL 2.0030 112.94 11.50 C-150 0.09078 2'-7" Pi: 4.941 1205 1B'-4 30.174 Tee 51'-10 Pe 1207 18'-4 35.115 3T 54'-5 Pv OL 2.1540 139.99 12.33 C-120 0.14322 15'-W Pi: 3.027 1207 18'-4 35.115 6'-lM Pe 0.424 1528 17'-4 38.567 Blbow 21'-lW Pv MS 2.1570 139.99 12.29 C-l;10 0.14226 1'-1 PI: 3.831 1528 17'-4 38.567 25'-10 pe 0.587 1558 16'-0 42.985 B,P--l.05,T 26'-11 Pv PR 6.4030 139 . 99 1.39 C-120 0.00071 258' -gw 1ft: 0.473 1558 16'-0 42.985 406' -3W pe 6.304 3 l'-5M 49.7624T 10E,Q,P--0.009 C--( .03, Gi65l'.<<Ii Pv tJG 8.3900 139.99 0.81 C-140 0.00014 112'-7" i'I: 0.021 3 l'-5W 49.762 30' -6M Pe 2.800 1 -5'-0 52.582 B,S 143'-2 Pv ..... Route 1 ..... DR 1.0870 22.53 7.79 C-150 0.09025 0'-4 Pf 0.354 3124 18'-0 22.53 5.6 16.182 K-5.6 3'-7 Pe -0.145 1B5 18'-4 16.392 Elbow 3'-11 Pv BL 1.1090 22.53 7.48 C-1S0 0.08186 0'-7M Pf 0.862 185 18'-4 16.392 9'-11 Pe 186 18'-4 17.253 Tee 10'-6W Pv BL 1.4000 29.75 6.20 C-150 0.04404 12'-11 Pf 0.569 186 18'-4 17.253 Pe 145 18'-4 17.822 12'-11 Pv BL 1.4000 52.65 10.97 C.150 0.12656 11 ' -10 pr 1.497 145 18'-4 17.822 Pe 128 18'-4 19.320 11'-10 Pv o o o Ii 0 1997-2003, MltP.CAD,IDc. Job Num1IIIr: 36-364116 01108103 15:37:43 Pap 6 o n o j Job NaabIr: 36-364116 P1_ 'ZYDe ~ OW Be 1'z:1C. Loll. :tZ' DowDa=-- ~ K-hC~ ft PC l'ittiDg. ~.LagtIa sa.uy UDatrua Tot. ,~ 8L 1.4000 7fL 48 15.94 C-150 0.25253 11' -10 Pf 2.'88 128 18'-4 19.320 Pe 96 18'-4 22.307 11'-10 Pv BL 1.4000 102.09 21.28 C-1S0 0.43087 3'-W Pf 1.303 96 18'-4 22.307 Pe 76 18'-4 23.610 3'-W Pv 010 2.0030 71.37 7.;17 C-UO 0.03883 9'-\5W PI: 1.376 76 18'-4 23.610 Croas 25'-11 Pe 77 18'-4 24.986 cross 35'-5 Pv OL , :iI.0030 \51.7\5 6.29 C-1s0 0.02971 8'-0 Pf 1.008 77 18'-4 24.986 Cros. 25'-11 Pe 78 18'-4 25. 994 Cross 33'-11 Pv BL 1..4000 14.'4 3.11 C-ls0 0.01231 174'-8W Pf 2.151 78 18'-4 25. 994 Pe 1204 18'-4 28.145 174'-BW Pv ..... Route 2 ..... DR 1.0870 22.89 7.92 C.1S0 0.09299 0'-4 PJ: 0.365 3093 18'-0 22.89 5.6 16.714 K-5.6 3'-7 Pe -0.145 144 18'-4 16.934 Blbow 3'-11 Pv BL 1.1090 22.89 7.60 Cd50 0.08434 0'-716 P:I: 0.888 144 18'-4 16.934 9'-11 Pe 145 18'-4 17.822 Tee 10'-6W Pv ..... ROute 3 ..... DR 1.0870 23.83 8.24 C-150 0.10017 0'-4 Pi: 0.393 3079 18'-0 23.83 5.6 18.114 K-5.6 3'-7 Pe -0.145 127 18'-4 18.363 Blbow 3'-11 Pv BL 1.1090 23.83 7.92 C-150 0.09086 0'-7W Pf 0.957 127 18'-4 18.363 9'-11 pe 128 18'-4 19.320 Tee 10' -6W Pv ..... Route 4 ..... DR 1.0870 25.61 8.85 C-150 0.11440 0'-4 Pf 0.449 3058 18'-0 25.61 5.6 20.910 K-5.6 3'-7 Pe -0.145 95 18'-4 21.215 Blbow 3'-11 Pv BL 1.1090 25.61 8.51 C-150 0.10376 O'-7M Pi: 1.092 95 18' -4 21.215 9'-11 Pe 96 18'-4 22.307 Tee 10'-6M Pv ..... Route 5 ..... DR 1.0870 22.62 7.82 C-1S0 0.09097 o -4 Pf 0.357 3179 18'-0 22.62 5.6 16 . 323 K-5.6 3'-7 Pe -0.145 267 18'-4 16.536 Blbow 3'-11 Pv BL 1.1090 22.62 7.51 C-1S0 0.08252 0'-7W Pf 0.869 267 18'-4 16.536 9'-11 pe 268 18'-4 17.404 Tee 10'-6M Pv ..... Route 6 ..... OL 2.0030 13.64 1.39 C.150 0.00182 6'-7 Pi: 0.059 1199 18'-4 24.729 Cross 25'-11 Pe 1200 18'-4 24.788 Cross 32'-SW Pv BL 1.4000 5.25 1.09 C-1So 0.00178 105' -6W PI: 0.188 1200 18'-4 24.788 Pe 2776 18'-4 24 . 976 105'-6W Pv OL 2.0030 22.33 2.27 C-1S0 0.00453 9'-&M PI: 0.278 2776 18'-4 24.976 Tee 51'-10 Pe 2778 18'-4 25.254 2T,X 61'-4 Pv BL 1.4000 4.00 0.83 C.1.50 0.00108 107'-1 P:I: 0.126 2778 18'-4 25.254 9'-8M Pe 1201 18'-4 25.380 28 116'-9M Pv ..... Route 7 ..... OL 2.0030 2.75 0.28 C-150 0.000091 6'-0 Pi: 0.003 1196 18'-4 24.683 Cross 25'-11 Pe 1197 18'-4 24 .686 Cross 31' -11 Pv Ii 0 1997-2003,M.B.P.CAD,1Dc. 0110810315:37:43 P.7 () (1 (' Job NaabIr: 36-364116 n_".NDe ti~ now ~ 1'z:1e. Loll. ~~ D4 ....._ .....t:ioD K-l'&Ot:oc pt PC I'ittiDgs lIq.LagtII. ~ 'CINtnia Tot.. -..... OL 2.0030 5.78 0.59 C-150 0.00037 8'-0 Pi: 0.013 1197 18'-4 24.686 Cross 25'-11 Pe 1198 18'-4 24.699 Croas 33'-11 Pv OL 2.0030 9.35 0.95 C-150 0.00090 8'-0 Pi: 0.031 1198 18'-4 24.699 Croas 2S' -11 Pe 1199 18'-4 24.729 Cross 33'-11 Pv BL 1.4000 4.77 1.00 C.150 0.00149 10S'-6Jf pt 0.157 1199 18'-4 24.729 pe 2775 18'-4 24.887 105'-6M Pv OL 2.0030 17.08 1.74 C.150 0.00276 6'-7 Pi: 0.089 2775; 18'-4 24.887 cross 25'-11 Pe 2776 18'-4 24.976 Tee 32' -5M Pv ..... Route 8 ..... BL 1.4000 4.26 0.89 C-150 0.00121 105'-6M Pt 0.127 1197 11[1'-4 24 . 686 Pe 2773 18'-4 24.814 105' -6W Pv oL 2.0030 7.87 0.80 C-150 0.00066 8'-0 P:t 0.022 2773 18'-4 24.814 Cross 25'-11 Pe 2774 18'-4 24.836 Cross 33'-11 Pv OL ;1.0030 12.30 1.25 C-150 0.00150 8'-0 PI: 0.051 2774 18'-4 24.836 cross 25'-11 Pe 2775 18'-4 24.887 Cross 33'-11 Pv ..... ROUte , ..... BL 1.4000 4.43 0.92 C-150 O. 00130 I 105'-6M Pf 0.137 1198 18'-4 24.699 pe 2774 18'-4 24.836 105'-6W Pv ..... Route 10 ..... BL 1.4000 3.61 0.75 C.1S0 0.00089 111' -6W Pi: 0.125 1196 18'-4 24.683 29'-2 Pe 2772 18'-4 24.808 6B 140'-8M Pv OL 2.0030 3.61 0.37 C.150 0.00016 8 -0 pt 0.005 2772 18'-4 24.808 Cross 25'-11 Pe 2773 18'-4 24.814 Cross 33'-11 Pv ..... ROUte 11 ..... OL ;1.0030 27.04 2.75 C.150 O. 00645 I 3'-4M pt 0.189 1208 18'-4 34.926 Tee 25'-11 Pe 1207 18'-4 35.115 Tee 29'-3M Pv ..... Route 12 ..... OL 2.0030 46.82 4.77 C.lSO 0.017BO 6'-0 Pi: 0.568 78 18'';'4 25.994 cross 25'-11 Pe 79 18'-4 26.562 Cross 31'-11 Pv BL 1.4000 19.77 4.12 C.150 0.02068 174'~8W Pi: 3.612 79 18'-4 26.562 Pe 1205 18'-4 30.174 174'-8M Pv ..... Route 13 ..... OL 2.0030 27.04 2.75 C-1S0 0.00645 9'-0 P:t 0.225 79 18'-4 26.562 Cross 25'-11 Pe 80 18'-4 26.787 Tee 34'-11 Pv BL 1.4000 27.04 5.64 C.1S0 0.03690 181'-8M P:I: 8.140 80 18'-4 26.787 38'-10M Pe 1208 18'-4 34.'26 8B 220'-7 Pv ..... Route 14 ..... sL 1.4000 9.61 2.00 C-150 0.00544 174' -8M PI: 0.951 77 18'-4 24.986 Pe 1202 18'-4 25.937 174' -8M Pv ..... Route 15 ..... OL 2.0030 30.72 3.13 C.150 0.00817 6 -7 Pf 0.265 76 18'-4 23.610 cross 25'-11 Pe 75 18'-4 23.875 croas 32'-5W Pv OL 2.0030 21.65 2.20 C>lS0 0.00427 8'-0 Pf 8.145 75 18'-4 23.875 Cross 25'-11 P. 74 18'-4 24.020 Cross 33' -11 Pv Ii 0 1997-2003, MAP.CAD, Js. 01101I03 15:37:43 Papa ftpe nme ~~ ow -= ft1C. Loll. Lelagca ~-- Dowut&'Ma lI1...uea K;-hctOZ' ft PC l'itUDp ...~ ~ lJDatna '1'ot~ BL ~.4000 8.01 1.ti7 C-1S0 0.00388 1i'I: 0.~78 74 18'-4 24 . O~O Pe 1198 18'-4 24.699 174'-8W Pv ..... Route 1\5 ..... BL 1.4000 '.07 1.89 C-1S0 0.00489 174'-IW pt 0.854 75 18'-4 23.875 Pe 1199 18'-4 24.729 174' -8W Pv ..... ROute 17 ..... ox. 2.0030 ~~.65 .39 c.aO 0.00182 0'-0 1l'I: 0.058 74 18'-4 24 .020 Cro8S 25'-11 Pe 73 18'-4 24.0.78 cross 31'-11 Pv BL 1.4000 7.29 1.52 C-UjO 0.00326 176 '-~ I'I: 0.608 73 18'-4 24.078 9'-8W Pe 1197 18'-4 24.686 2B 186'-5 Pv ..... Route 18 ..... OL 2.0030 ~.36 O.~5 C-15 0 0.00044 9'-0 I'I: 0.015 73 18'-4 24.078 Cros. 25 '-11 Pe 72 18'-4 24.094 Tee 34'-11 Pv BL 1.4000 fi.3\5 1.33 C-150 0.00254 183'-aW Pi: 0.589 72 18'-4 24.094 48'-7 Pe 1196 18'-4 24.683 lOB 232'-3W Pv ..... Route l' ..... BL 1.4000 18.33 3.82 C-150 0.01797 44' -", Pi: 1.154 2121 18'-4 25.636 19'-5 Pe 1203 18'-4 26.790 4E 64' -2W Pv ..... KOute 20 ..... BL 1.4000 9.88 2.06 C.1S0 0.00573 8'-0 Pt 0.101 2122 18'-4 25.535 9'-8W Pe 2121 18'-4 25.636 Tee 17'-8W Pv ..... Route 21 ..... SL 1.4000 7.23 1.51 C-150 0.00321 12'-11 Pt 0.042 212 18'-4 17.212 Pe 186 18'-4 17.253 12'-11 Pv ..... Route 22 ..... BL 1.4000 5.44 1.13 C-150 0.00190 I 64'-~W I'I: 0.140 2780 18'-4 25.394 9'-8W Pe 2122 18'-4 25.535 cross 74'-0 Pv ..... Route 23 ..... OL 2.0030 4.44 0.45 C-1S0 0.00023 8'-0 Pt 0.008 2780 18'-4 25.394 Cross 25'-11 Pe 2781 18'-4 25.402 Cross 33'-11 Pv IL 1.4000 4.44 0.93 C-150 0.00131 72 ' -3W Pf 0.133 2781 18'-4 25.402 29'-2 Pe 2122 18'-4 25.535 41 T 101'-5W Pv ..... Route 24 ..... OL 2.0030 18.33 1.87 C-150 0.00314 8'-0 Pf 0.107 2778 18'-4 25.254 Cross 25'-11 Pe 2779 18'-4 25.360 cross 33'-11 Pv BL 1.4000 8.45 1.76 C-150 0.00429 64'-3M Pi: 0.276 2779 18'-4 25.360 Pe 2121 18'-4 25.636 64'-3M Pv ..... Route 25 ..... OL 2.0030 !J.88 1.01 C-150 0.00100 I 8'-0 Pf 0.034 2779 18'-4 25.360 Cross 25'-11 Pe 2780 18'-4 25.394 Cross 33'-11 Pv ..... Route 26 ..... Unit. by Diameter: Inch Blevation: Foot Plow: gpn Discharge: gpm o o n Ii 0 1997-2003, M.B.P.CAD,IDc. Job Nam1lr. ~364116 01/011OS 1':37:43 Pap II o o o Job Numbr. 36-364116 VeloCity: Preswre : LeDgth: Priction Los.: HWC: pt: Pn: Pf: Pel Pv: fps pai Poot pei/root Hazeo..W111i_ Cprwtant 'l'otal pr:ea.... at a point in a p1pe NornI&l p~.1IUre at a point in a pipe PX'esmu:e lo.s clue to friction betweet1 points P~swre cSueto .levation diffuence between indicated pointe Velocity p~.eure at a poim in a pipe Ii 0 1997-2003, M.B.P.CAD,1Dc. Pap 10 01/01103 15:31:43 ; 1 o lob Num1IIr: 36-364116 HYDRAULIC GRAPH 100 90 so 70 SO 1. I 50 Q. 40 0 --- 30 denwnd curve 20 o o 1tI0500 750 1000 1250 1750 Water tlow, gpm 2250 2500 2000 1500 Supply. Node 1 l!IIlIc........,.: 69.000 AIIIdUII ~ 2190.00 0 25.000 SyItIm~: ,..88.52.582 SyItIm c...:t will hole ....... 239.99 . 52.582 Ii 0 1997.2003, M.B.P.CAD,1Dc. 01108103 15:37:49 Page 11 0, ',,-,' o - {"I 0..' .._'~ o (' j Job Number: 36-364116 HYDRAULIC CALCULATIONS Location: Keystone Commuities Prior Lake, MN. Job Number: 36-364116 Design Area: 1st Flr. 4 Head Calc. (Calc #9) Date: 01/08/03 15:41:52 Design Data: Occupancy Classification: Light Hazard Density: O.lOgpm/ft' Area of Application: 450.07ft' (Actual 4S0.07ft') Coverage Per Sprinkler: 256.00ft' Number of Sprinklers Calculated: 4 OUtside Hose Streams: 100.00 Total Hose Streams: 100.00 Total Water Required: 203.22 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 1885.41gal Maximum Velocity Above Ground: 9.09 between nodes 1528 and 1207 Maximum Velocity Under Ground: 0.60 between nodes 1 and 3 Supply Pressure(s): Available Required Safety Margin -------------------------------------------------------------------- Supply node tag: 1 68.459 62.346 6.113 Name of Contractor: Weis Builders, Inc. Address: 7645 Lyndale Ave. S. Minneapolis, MN. 55423 Designer: Thomas Miller State Certification/License Number: C015 Authority Having Jurisdiction: City of Prior Lake · 0 1197-2003, M.E.P.CAD, IDe. 01108103 15:42:02 Page 1 , I o o o j WATER SUPPLY DATA. Job Number: 36-364116 8Onc3 1tODB 'l'ACJ ITATIC ....... (p8i) USIDUAL PLOW ....VU . (p8i) (gpa) AVAlLABLB ....... (p.i) TOTAL . J)BIIUJ) (gpa) UQUZRIID .....UU (p8i) 1 2190.00 -------------------------------------------------------------------------~-- 62.346 69.000 25.000 68.459 203.22 StJMMllRy 01' OU'fI'LOWliRG DBVICBS DBVlCB ACTUAL n.ow (..) IIZIIDIUII PLOW ( SIJII) 1t-J'AC'1'OR PUSlUU (pd) -------------------------------------------------------------------------- SPR 3126 SPR '3136 SPR 3143 ..R 3147* 25.99 25.73 25 . B9 25.60 25.60 25.60 25.60 25.60 * Most demanding sprinkler. 4.2 4.2 4.2 4_2 38.304 37.532 38.000 37.152 · 0 lm-2S, M.B.P.CAD.1Dc. OllOllG3 15:42:02 Pap 2 o o o j Job NaabIr: 36-364116 I'ITTXNGS LBGBND --------------- E Elbow T Tee L LongE I C Che<:kVlv ., BflyVlv G GateVlv A AlarmChk D DryPipeVlv Q 4S-Blbow R TeeRun o Coupling W SwingChk V DIgVlv . Strainer c FOe 9 Gauge X Cross P PumpOut r Pres BRed B Bac:kflow u Unknown Z Cap J Joint f PlowDev M FltgNode H HOBe S Source N Nozzle K Sprinkler Y Hydrant p PumpIn Ii 0 Im-2003, M.B.P.CAD,IDc. 011t1103 15:42:03 Pap 3 o lob Number. 36-364116 RODE ANALYSIS ~D. BBVAlflOW .IftDrGI .....ftJI D%SCBAJtGB (1'001:) (p.i) (gpa) ----------------------------------------------------------- 72 18'-4 Tee 40.490 73 18'-4 Cro.. 40.549 74 18'-4 Cros. 40.728 75 18'-4 Cro.s 41.142 76 18'-4 Cros. 41.828 77 18'-4 Cros. 42.487 78 18'-4 Cro.. 43.015 79 18'-4 Cro.. 43.322 SO 18'-4 T*e 43.446 188 lS'-4 Tee 40.311 189 17' -7 Elbow 38.319 190 18'-4 Elbow 38.927 202 18'-4 Tee U.903 203 17'-7 Tee 37.547 204 18' -4 Elbow 38.760 215 17'-7 Tee 38.183 216 18'-4 Elbow 39.413 217 lS'-4 Tee 40.605 221 lS' -4 Tee 40.099 223 17' -7 Tee 3'1.663 0 224 18'-4 Elbow 38.861 3 1'-5~ 59.535 1196 18'-4 Cross 41.447 1197 18'-4 CroBs 41.466 1198 lS'-4 Cross 41.541 1199 18'-4 Cross 41.699 1200 18'-4 Cross 41.970 1201 18-'-4 Tee 42.338 1202 18'-4 Tee 42.711 1203 18'-4 Tee 43.210 1204 18'-4 Tee 44.031 1205 18'-4 Tee 45.216 1207 18'-4 Tee 48.047 1208 18'-4 Tee 47.943 1528 17'-4 SO .195 1558 16'-0 Tee 52.961 2121 18'-4 Tee 42.430 2122 18'-4 Cross 42.362 2772 18'-4 Cross 41.689 2773 18'-4 Cross 41.699 2774 18'-4 Cross 41 . 741 2775 18'-4 Cross 41.828 2176 18'-4 Tee 41. 956 2778 18'-4 Cross 42.172 2779 18'-4 Cross 42.244 2780 18' -4 Cross 42.267 2781 18' -4 Cro.. 42.272 3126 17'-7 K-4.2 38.304 25.99 0 3136 17' -7 K-4.2 37.532 25.73 Ii 0 1997-2003, M.&P.CAD,IIIc. 01101I03 15:42:03 Pap 4 o o n Job NaabIr: 36-364116 3143 3147 1 17'-7 K-4.2 17'-7 K-4.2 -5'-0 Source 38.000 37.152 62.346 25.89 25.60 103.22 Ii 0 1197-2003, M.B.P.CAD,1Dc:. 01108103 lS:42:03 PapS I HYDRAULIC ANALYSIS Pl_ 'l'vMi ~~ now Ve10CItY -.:! hie. Loll. :Jr..... DClIIIIulthaa DS.lIObazp K-I'&G~ lit PC I'1ttiDgs ~.LeDgtIa "-ZJ' 'lJDat~ '-'ot. ..~---o." OL 1.1090 25.tiO 8.50 C-U;O 0.10370 0' .11H pt 0.511 3147 17'-7 25.60 4.2 37.152 X-4.2 3 ' -l1W Pe 223 17'-7 37.663 Elbow 4'-11 Pv DR 1.0870 25.60 8.85 C.~O 0.11433 0'-9 1i':I: 1.523 223 17'-7 37.663 Tee 12'-7 Pe -0.325 224 18'-4 38.861 Elbow 13'-4 Pv OL 1.1090 25.\50 8.50 C_]J;O 0.10370 2'-W PI: 1.239 224 18'-4 38 . 861 9'-11 Pe 221 18'-4 40.099 Tee l1'-l1W Pv BL 1.4000 13.65 2.85 C-lSO 0.01042 121'-SW Pf 1.367 221 18'-4 40.099 9'-8M Pe 1197 18'-4 41.466 2E 131'-2 Pv OL 2.0030 15.21 1.55 C-150 0.00222 8'.0 Pf 0.075 1197 18'-4 .41.466 cross 25'-11 Pe 1198 18'-4 41.541 cross 33'-11 Pv OL 2.0030 22.66 2.31 C-150 0.004ti5 8'-0 Pf 0.158 1198 18'-4 41.541 Cross 25' -11 Pe 1199 18'-4 41.699 cross 33'-11 Pv OL 2.0030 31.09 3.17 C.150 0.00835 6'-7 Pf 0.271 1199 18'-4 41.699 Cross 25'-11 Pe 1200 18'-4 41.970 cross 32' -SW Pv OL 2.0030 35.81 3.65 C.1S0 0.01084 8'.0 PI: 0.368 1200 18'-4 41.970 cross 25'-11 pe 1201 18'-4 42.338 Tee 33'-11 Pv OL 2.0030 40.46 4.12 C.150 0.01359 l' -tiW Pf 0.373 1201 1B'-4 42.338 Tee 25'-11 pe 1202 18'-4 42 . 711 Tee 27'.5 Pv OL 2.0030 44.85 4.57 e-150 0.01644 4'-5W Pf 0.500 1202 18'-4 42.711 Tee 25'-11 Pe 1203 18'-4 43 .210 Tee 30' -4W Pv OL 2.0030 59.68 6.08 C-150 0.02789 3'-6W Pi: 0.821 1203 181-4 43.:0110 Tee 25' .11 Pe 1204 18'-4 44.031 Tee 29'.5 Pv OL 2.0030 69.65 ~7 .09 C-150 0.03711 6 -0 Pf 1.184 1204 18'-4 44 . 031 Tee 25'-11 Pe 1205 18'-4 45.216 Tee 31 ' -11 Pv OL 2.0030 83.59 8.51 C-150 0.05202 2'-7W Pf 2.832 1205 18'-4 45.216 Tee 51'-10 Pe 1207 18'-4 48.047 3T 54'-5 Pv OL 2.1540 103.22 9.09 C-120 0.08150 15'-M Pf 1.723 1207 18'-4 48.047 6'-lM Pe 0.424 1528 17' -4 50.195 Elbow 21' -1M Pv MS 2.1570 103.22 9.06 C-120 0.08095 1'-1 Pf 2.180 1528 17'-4 50.195 25'-10 Pe 0.587 1558 16'-0 52.961 E,F--0.598,T 26' -11 Pv PR 6.4030 103.22 1.03 C.120 0.00040 258' -9W Pf 0.269 1558 16'-0 52.961 406' -3W Pe 6.304 3 l'-5M 59.535 4T.10B.0. P--O. 005.C-- .017,GiO-OUK Pv tJG 8.3900 103.22 0.60 -~O 0.00008 112' -7W Pi: 0.012 3 l'-5M 59.535 30' -6M pe 2.800 1 -5'-0 62.346 E,S 143' -2 Pv ..... Route 1 ..... OL 1.1090 25.73 8.55 C-1S0 0.104ti9 O'-lM Pf 0.015 3136 17'-7 25.73 4.2 37.532 K-4.2 pe 203 17' -7 37.547 O'-lM Pv o (1 o Ii 0 1997-2G03. M.B.P.CAD, IDe. Job NumIIII: 36-364116 01/08103 15:42:03 Pap 6 o o (1 Job NaabIr: 36-364116 ::.::-. ~ now TUOCJ.1:V Be 1'z1e. Lott. ~ X....ctor R PC n tUDlJs JIq.Lagt:1l ~ r;.8=- 'rot. ""- 1.0870 :15.73 8.90 C-1S0 0.11542 O'-li/ i'I: 1.537 203 17'-7 37.547 Tee 12'-7 Pe -0.325 204 18'-4 38.760 Blbow 13'-4 Pv OL .1090 25.73 8.55 C-150 0.104.9 I' -" ,,:I: 1.143 204 18'-4 38.760 9'-11 Pe 202 18'-4 39.903 Tee 10'-11 Pv BL 1.4000 12.61 2.63 c-150 0.008li/9 ~32' -liltS l'%: 1.544 202 18'-4 39.903 38'-lQW Pe 1196 18'-4 41.447 8B 171'-8 Pv OL ;1.0030 7.46 0.76 C-150 0.00059 \5'-0 1i'I: 0.019 1196 18'-4 41.447 Crosa 25'-11 Pe 1197 18'-4 41.466 Cross 31' -11 Pv BL 1.4000 5.90 1.23 C-J,SO 0.00221 105' -~ P:I: 0.233 1197 18'-4 41.466 Pe 2773 18'-4 41.699 105' -6M Pv OL 2.0030 11.05 1.13 C-150 0.00123 8'-0 Pf 0.042 2773 18'-4 41.699 Croas 25'-11 Pe 2774 18'-4 41.741 cross 33'-11 Pv OL 2.0030 16.47 1.68 C-150 0.00258 8'-0 pt 0.087 2774 18'-4 41.741 cross 25'-11 Pe 2775 18' -4 41.828 Cross 33'-11 Pv OL 2.0030 20.76 2.11 C.150 0.00395 6'-7 Pf 0.128 2775 18'-4 41.828 cross 25'-11 Pe 2776 18'-4 41.956 Tee 32'-SW Pv BL 1.4000 1.28 0.27 C-150 0.00013 105 -IW PI: 0.014 2776 18'-4 41.956 Pe 1200 18'-4 41.970 105'-4iW Pv ..... Route 2 ..... OL 1. 25.89 8.60 C.lSO 0.10589 l'-8W 1i'I: 0.183 3143 17'-7 25.89 4.2 38.000 K-4.2 Pe t:E!:215 17'-7 38.183 l'-8W Pv 1.0870 25.89 8.95 C.150 0.11675 o -9 P:I: 1.555 215 17'-7 38.183 Tee 12'-7 Pe -0.325 216 18'-4 39.413 Blbow 13'-4 Pv OL 1.1090 25.89 8.60 C-150 0.10589 l'-4M Pf 1.192 216 18'-4 39.413 9'-11 Pe 217 18'-4 40.605 Tee 11'-3 Pv IL 1;4000 12.72 2.65 0.150 0.00914 119'-7W Pf 1.094 217 18'-4 40.605 Pe 1199 18'-4 41.699 119'-7W Pv BL 1.4000 4.29 0.89 C.150 0.00122 105'-6M Pi: 0.129 1199 18'-4 41.699 Pe 2775 18'-4 41.828 105' -1M Pv ..... Route 3 ..... OL 1.10'0 25.99 8.63 C-1S0 0.10667 O'-lW Pf 0.016 3126 17'-7 25.99 4.2 38.304 K-4.2 Pe 189 17'-7 38.319 O'-lW Pv DR 1.0870 25.99 8.99 C.150 0.11761 0'-9 Pf 0.933 189 17'-7 38.319 ElbOW 7'-2 pe -0.325 190 18'-4 38.927 Elbow 7'-11 Pv OL 1.1090 25.99 8.63 C-150 0.10667 3'-1 Pf 1.384 190 18'-4 38.927 9'-11 Pe 188 18'-4 40.311 Tee 12'-11W Pv BL 1.4000 12.87 2.68 C-lSO 0.00935 131' -7W PI: 1.230 188 18'-4 40.311 Pe 1198 18'-4 41.541 131' -7M Pv BL 1.4000 5.42 1.13 C-150 0.00189 105' -6M Pf 0.199 1198 18'-4 41.541 Pe 2774 18'-4 41.741 105 ' -6M Pv ..... Route 4 ..... Ii 0 1197-2003. M.B.P.CAD,1Dc. 01/08103 15:42:03 Pap 7 n_ ~ __~ ow -= l'z:1e. Loll. Dowu~ .iMluoa. K-J'&ct:or pt PC I'Ut1Dg'. ~.Leagt:Il ~ UD.~ 'fot. ~ OL 2.0030 19.48 1.98 C-150 0.00351 9'- Pf 0.216 2776 18'-4 41.956 Tee 51'-10 pe 2778 18'-4 42.172 2T,X 61'-4 Pv BL 1."000 ".65 0.97 C-150 0.0014;a 107'-1 PI: 0.166 2778 1B'-4 42.172 9'-8M Pe 1201 18'-4 42.338 2B 116'-9M Pv ..... Route 5 ..... BL 1."000 5.15 1.07 C.1S0 0.00172 111'-\5W Pi: 0.242 1196 18'-4 41.447 29'-2 Pe 2772 18'-4 41.689 6B 140'-8W Pv OL 2.0030 S.15 0.52 C.150 0.00030 8'-0 Pi: 0.010 2772 18'-4 41.689 Cross 25 ' -11 Pe 2773 18'-4 41.699 cross 33'-11 Pv ..... Route , ..... OL 2.0030 19.62 2.00 C-150 0.00356 3'-4~ Pi: 0.104 1208 118'-4 47.943 Tee 25'-11 Pe 1207 18'-4 48.047 Tee 29' -3W Pv ...... Route 7 ..... IL 1.4000 9.96 2.08 C.150 0.00582 I 174'-8W l'%: 1. 016 78 18'-4 43.015 Pe 1204 18'-4 44.031 174' -8W Pv ..... Route 8 ..... OL 2.0030 33.57 3.42 C-1S0 0.00962 6'-0 Pi: 0.307 78 18'-4 43.015 Cross 25'-11 Pe 79 18'-4 43.322 Cross 31' -11 Pv BL 1.4000 13.95 2.91 C.150 0.01084 174'-8M Pf 1.894 79 18'-4 43.322 Pe 1205 18'-4 45.216 174'-8M Pv ..... Route 9 ..... OL 2.0030 19.62 2.00 C-150 0.00356 9'-0 Pi: 0.124 79 18'-4 43.322 Cross 25'-11 Pe 80 18'-4 43.446 Tee 34' -11 Pv BL 1.4000 19.62 4.09 C-lSO 0.02039 181' -8M Pf 4.497 80 18'-4 43.446 38'-10W Pe 1208 18'-4 47.'43 8B 220'-7 Pv ..... Route ~.... OL 2. 0 51.36 5.23 C-150 0.02113 6'-7 Pi: 0.686 75 18'-4 41.142 cross 25'-11 Pe 76 18'-4 41.828 Cross 32' -5W Pv OL 2.0030 47.93 4.88 C-lSO 0.01859 9'-\5W Pi: 0.659 76 18'-4 41.828 cross 25'-11 pe 77 18'-4 42.487 cross 35'-5 Pv OL 2.0030 43.53 4.43 C-1S0 0.01556 8'-0 l'%: 0.528 77 18'-4 42.487 Cross 25' -11 pe 78 18'-4 43.015 cross 33'-11 Pv ..... Route 11 ..... BL 1.4000 4.39 0.92 C.1S0 0.00128 174'-8W Pi: 0.223 77 18'-4 42.4B7 pe 1202 18'-4 42. 711 174'-8M Pv ..... Route 12 ..... OL 2.0030 25.07 2.55 C-150 0.00561 6'-0 Pf 0.179 73 18'-4 40.549 cross 25'-11 Pe 74 18'-4 40.728 Cross 31.'-11 Pv OL 2.0030 38.19 3.89 C-150 0.01221 8'-0 Pi: 0.414 74 18'-4 40.728 Cross 25 '-11 Pe 75 18' -4 41.142 Cross 33'-11 Pv ..... Route 13 ..... IL 1.4000 13.12 2.73 C.150 0.00968 SO' -11 Pf 0.587 202 18'-4 39.903 9'-8M Pe 72 18'-4 40.490 2B 60' -7M Pv o o (" Ii 0 1197-2003, M.B.P.CAD, IDe. Job NumbIr: 36-364116 01101103 15:42:03 PapS __ ftBe _tee now -= J'Z':Le _ Loll. ------ D K-I'actoc pt PC nttiDgtl ~.~ ~ v.tn. Tot. - ~... OL 2.0030 13.12 1.34 C-150 0.00169 ,,'-u i'I: 0.059 72 18'-4 40.490 Tee 25' -11 Pe 73 18'-4 40.549 Croa. 34' -11 Pv ..... llriute 4 ..... BL 1.&000 11.95 2.49 C.1S0 0.00814 55'-3 pt 0.450 221 18'-4 40.099 Pe 73 18'-4 40.549 55'-3 Pv ..... Route 15 ..... .. BL 1.<1000 13.17 2.74 C-150 0.00975 I 55'-1 Pi: 0.537 217 18'-4 &0.605 Pe 75 18'-4 41.142 55'-1 Pv ..... Route 16 ..... BL 1.4000 14.83 3.09 C-lSO 0.01214 44 ' -tW Pf 0.780 2121 18'-4 42.430 19'-5 Pe 1203 18'-4 43 .210 4B 64'-2W Pv ..... Route 17 ..... BL 1.4000 7.99 1.67 C.1.5 0 0.00387 8'-0 l'%: 0.069 2122 18'-4 42.362 9'-8W Pe 2121 18'-4 42.430 Tee 17'-8W Pv ..... llriute 18 ..... IL 1.&000 3.44 0.72 C-150 0.00081 174 -8W 1i'I: 0.142 76 1B'-4 41.828 Pe 1200 18'-4 41.970 174'-8W Pv ..... Jloute 19 ..... BL 1.4000 4.40 0.92 C-150 0.00128 I 64' -3M Pi: 0.095 2780 18'-4 42.267 9'-8M Pe 2122 18'-4 42.362 Cross 74'-0 Pv ..... Route 20 ..... OL 2.0030 3.60 0.37 C-150 0.00015 8 -0 l'%: 0.005 2780 18'-4 42.267 Cross 25' -11 Pe 2781 18'-4 42.272 cross 33'-11 Pv BL 1.4000 3.60 0.75 C-150 0.00088 72' -3W i'I: 0.090 2781 18'-4 42.272 29'-2 Pe 2122 18'-4 42.362 4B T 101' -5M Pv ..... Route 21 ..... BL 1.4000 13.12 2.73 C-150 0.00968 I 43'-1 Pf 0.417 188 lB'-4 40.311 Pe 74 18'-4 40.728 43'-1 Pv ..... Route 22 ..... OL 2.0030 14.83 1.51 C-150 0.00212 8'-0 P:I: 0.072 2778 18'-4 42.112 Cro8S 25'-11 Pe 2779 18'-4 42.244 Cross 33'-11 Pv IL 1.4000 6.84 1.42 C.150 0.00290 64' -3W Pi: 0.186 2779 18'-4 42.244 Pe 2121 18'-4 42.430 64 ' - 3M Pv ..... Route 23 ..... OL 2.0030 7.99 0.81 C-150 0.00068 I 8'-0 Pi: 0.023 2779 18'-4 42.244 cr08s ( 25'-11 Pe 2780 18'-4 42.267 Cross 33'-11 Pv ..... Route 24 ..... . Uni t. Key Diameter: Inch Elevation: Poot Flow:. - gpn Discharge: gpn Velocity: fps pr...ure: p.i LeDgth: Foot PrictiOD Losa: psilfoot HWC: Hazen-Willi.. CoD8tant Pt: Total pre.aur. at a poiat in a pipe o o n Ii 0 1997-2803, M.B.P.CAD, IDe. Job NumhIr: 3~'64116 01JOlJ03 15:42:03 Pap 9 o o o Job NWDbw. 36-164116 Pn: Pf: Pel Pv: Normal preasure at a poiDt in a pipe Pre.1Ure 1088 due to friction between points PresllUre due to elevation ctiffer4H1Ce between indicated points velocity pr..1IUr8 at a point in a pipe .01197-2003. M.B.P.CAD,IDc. OlJOl103 15:42:03 Pap 10 o o o . ~""" Job Number: 36-364116 HYDRAULIC GRAPH 100 : - : : 1- -at IlIc pnI[lI8UM e8.:- '-,_I 1 2f3.22 ~"-""I""'" : 103.22 " ~ ~ ~ ; : .~ ; ; i'rl.... ,.. dem8nd _, ~190.oo 0 25.000 ~ -. " ; : 'I' I,",,,,, ,.... '" . . . . . , . .. . "I 90 80 70 60 1. I ~ 40 30 20 10 o _500 750 1000 1250 2500 1500 1750 Watertow. gprn 2000 2250 ~atNode1 StatIc prtIIeUM: 88.000 ReIIduII "'-- 2180.00 It 25.000 SyIIIm DeI'I*d: 103.22. fU48 System Denwnd" ..........: 2OS.22. 82.3048 Ii 0 1997-2003, M.B.P.CAD,1Dc. 01A18J03 15:42:06 Pap 11 , 1- o o o Job Number: 36-364116 o HYDRAULIC CALCULAT:rONS o () '...,--' Location: Keystone Commuities Prior Lake, MN. Job Number: 36-364116 Design Area: 1st Floor 1 Head Calc. (Calc 19a) Date: 01/10/03 09:04:51 Design Data: Occupancy Classification: Light Haaard Density: 0.10gpm/ftl Area of Application: 450.07ftl (Actual 450.07ftl) Coverage Per Sprinkler: 256.00ftl NUmber of Sprinklers Calculated: 1 OUtside Hose Streams: 250.00 Total Hose Streams: 250.00 Total Water Required: 275.60 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 1870.64gal Maximum Velocity Above Ground: 8.85 between nodes 224 and 223 Maximum Velocity Under Ground: 0.15 between nodes 2 and 5 Supply Pressure(s) : Available Required Safety Margin ..------------------------------------------------------------------ Supply node tag: 2 68.049 51.863 16.186 Name of Contractor: Weis Builders, Inc. Address: 7645 Lyndale Ave. S. Minneapolis, MN. 55423 Designer: Thomas Miller State Certification/License Number: COls Authority Having Jurisdiction: City of Prior Lake Ii 0 1997-2003, M.B.P.CAD,lDc. 0111010309:05:00 Page 1 o (') n WAT.. SUPPLY DATA Job Numb<<: 36-364116 SORCI: IIODB '1'ACJ , ftA'flC ....... (p8:l.) U81DUlL J'LOW ....... . (p8t) (gpa) AVULl.BL. .IlUSUU (pd) TOTAL . DBIIUD (gpm) UgUIUD PUS8mt1 (pd) 2 2190.00 ---------------------------------------------------------------------------- 51.863 69.000 25.000 68.049 275.60 StJMMA.RYOI' OD"l'PLOWllfG DEVICES DIVZCI: AC'fUAL n.ow (sia) IInQIi'OII PLOW (gpa) X-I'ACTOR PUSStrRB (pd) SPR 31017* 25.60 -------------------------------------------------------------------------- 25.60 * Most demanding sprinkler. 4.2 37.152 iii 0 1197-2003, M.B.P.CAD, Inc:. OU10/03 09:05:01 Page 2 o o o FITTINGS LBGBRD Job NumbIr: 36-364116 B Blbow T Tee L LongBl C CheckVlv F BflyVlv G GateVlv A AlarmChk D DryPipeVlv Q 4S-Elbow R TeeRun o Coupling W SwingChk V DlgVl v s Strainer c FOC g Gauge X Cross P PumpOut r PressRed B Backflow u Unknown Z Cap J Joint f FlowDev M PltgNode H Hose S Source N Nozzle K Sprinkler Y Hydrant p Pumpln Ii 0 1997-2003, M.B.P.CAD,IDc. Pip 3 Cn/lOJ03 09:05:01 1< n Job Numbr. 36-364116 NODE AMALYSIS JIODB BLBVUIOX l'I'n'DGS PUSSmtB DISCBARGB (I'oot) (pet) (gpa) ------------------------------------------.---------------- 72 18'-4 Tee 40.824 73 18'-4 Crc;>ss 40.822 74 18'-4 Cross 40.879 75 18'-4 Cross 40.927 76 18'-4 Cross 40.966 77 18'-4 Cross 41.012 78 18'-4 Cross 41.051 79 18'-4 Cross 41.074 80 18'-4 Tee 41.083 3058 18'-0 K-5.6 41.111 95 18'-4 Elbow 40.966 96 18'-4 Tee 40.966 3079 18'-0 K-5.6 41.111 127 18'-4 Elbow 40.966 128 18'-4 Tee 40.966 3093 18'-0 K-5.6 41.111 144 18'-4 Elbow 40.966 145 18'-4 Tee 40.966 3124 18'-0 K-5.6 41.110 185 18'-4 Elbow 40.966 0 186 18'-4 Tee 40.966 188 18'-4 Tee 40.888 3126 17'-7 K-4.2 41.213 189 17'-7 Elbow 41.213 190 18'-4 Elbow 40.888 3136 17'-7 K-4.2 41.167 202 18'-4 Tee 40.841 203 17'-7 Tee 41.167 204 18'-4 Elbow 40.841 3142 18' -0 K-5.6 41.110 211 18'-4 Elbow 40.966 212 18'-4 Tee 40.966 3143 17'-7 K-4.2 41.256 215 17'-7 Tee 41.256 216 18'-4 Elbow 40.931 217 18'-4 Tee 40.931 221 18'-4 Tee 40.099 223 17'-7 Tee 37.663 224 18'-4 Elbow 38.861 3179 18'-0 K-S.6 41.110 267 18'-4 Elbow 40.965 268 18'-4 Tee 40.965 351 9' -5 0.000 352 9'-5 0.000 365 9'-5 0.000 366 9'-5 0.000 379 9'-5 0.000 380 9' -5 0.000 382 9'-5 0.000 n Ii 0 1197-2003, MJU'.CAD,1Dc. 0111010309:05:01 Page 4 lob Number: 36-364116 0 387 9'-5 0.000 388 9'-5 0.000 1 -4'-11 0.000 541 9' -5 0.000 SSS 9' -S 0.000 574 18'-4 Cross 41.422 612 9' -5 0.000 630 9' -S 0.000 676 18'-4 Tee 41.422 716 18' -4 Cros. 41.422 S l' -5W 49.062 3 l' -6~ 0.000 796 18'-4 Tee 41.422 809 18'-4 Elbow 41.422 846 9'-S 0.000 864 9'-5 0.000 3495 9'-4 K-S.6 45.629 3496 9'-4 K-S.6 45.629 3497 9'-4 K-S.6 45.629 877 18'-4 Cross 41.422 990 18'-4 Elbow 41.422 992 18'-4 Tee 41.422 1018 18'-4 Cross 41.422 1104 9'-5 0.000 1122 9' -S 0.000 3607 9'-4 K-S.6 45.629 3608 9'-4 K-S.6 45.629 3609 9' -4 K-S.6 45.629 0 3610 9'-4 K_S.6 45.629 3611 9'-4 K-S.6 45.629 1142 18'-4 Elbow 41.422 1146 18'-4 Tee 41.422 1196 18'-4 Cross 40.890 1197 18'-4 Cross 40.890 1198 18'-4 Cross 40.914 1199 18'-4 Cross 40.939 1200 18'-4 Cross 40.964 1201 18'-4 Tee 40.992 1202 18'-4 Tee 41. 023 1203 18'-4 Tee 41.061 1204 18'-4 Tee 41.125 1205 18'-4 Tee 41.215 1207 18'-4 Tee 41.430 1208 18'-4 Tee 41.422 1211 18'-4 Tee 41.422 1212 18'-4 Tee 41.422 1238 18'-4 Cross 41.422 1289 18'-4 Elbow 41.422 1321 9'-5 0.000 1339 9' -5 0.000 3703 9'-4 K-S.6 45.629 3704 9'-4 K-S.6 45.629 3705 9'-4 K-5.6 4S.629 3706 9'-4 K-5.6 45.629 3707 9'-4 K-S.6 45.629 3708 9'-4 K-S.6 45.629 0 1373 18'-4 Cross 41.422 Ii 0 1197-2003, M.B.P.CAD, Inc. 01/1010309:05:01 Pap 5 :-::;-1; I Job Number: 36-364116 0 1528 17'-4 41.985 -> 1556 7'-1~ 0.000 1558 16'-0 Tee .2.738 1578 7'-8~ 0.000 1584 9' -5 0.000 1587 9'-5 0.000 1604 18' -4 Tee 41.422 1621 9' -5 0.000 1648 9'-5 0.000 1796 18' -4 Tee 41.422 1827 18'-4 Tee 41.422 1915 9'-5 0.000 1925 9'-5 0.000 1933 9'-5 0.000 1949 9'-5 0.000 1965 9' -5 0.000 1984 18'-4 Tee 41.422 4102 9'-5 0.000 U19 9'-5 0.000 4137 9' -5 0.000 4138 9'-5 0.000 2062 9'-5 0.000 U39 9'-5 0.000 2121 18'-4 Tee 40.997 2122 18' -4 Cross 40.991 4170 9'-5 0.000 U7l 9'-5 0.000 4172 9' -5 0.000 0 U73 9' -5 0.000 4197 9'-5 0.000 4207 9'-5 0.000 4208 9' -5 0.000 2183 9' -5 0.000 4209 9'-5 0.000 4210 9'-5 0.000 4222 9'-5 0.000 4223 9' -5 0.000 4224 9'-5 0.000 4225 9'-5 0.000 2257 18'-4 Elbow U.422 2272 18' -4 Tee 41.422 4261 9' -5 0.000 4276 9' -5 0.000 4277 9'-5 0.000 2312 9' -5 0.000 4278 9' -5 0.000 4279 9' -5 0.000 4294 9'-5 0.000 4295 9' -5 0.000 4296 9' -5 0.000 4297 9' -5 0.000 2372 18' -4 Elbow 41.422 2385 18' -4 Tee 41.422 4321 19'-7W K",3.0 40.862 4323 9'-5 0.000 2389 18' -4 Tee 41.422 0 2398 18' -4 Tee 41.422 Ii 0 1997-2003, M.B.P.CAD,1Dc. Olllom 09:05:01 Paae 4; Job NIJIIIbr. 36-364116 0 4342 9'-5 0.000 4343 9' -5 0.000 2425 9'-5 0.000 2426 9'-5 0.000 4344 9'-5 0.000 4345 9' -5 0.000 4357 9' -5 0.000 4358 9'-5 0.000 4359 9' -5 0.000 4360 9'-5 0.000 2455 18'-4 Tee 41.422 4363 19'-7~ K-3.0 40.862 4378 9'-5 0.000 2488 18' -4 Tee 41.422 4383 19'-7W K-3.0 40.862 2491 18'-4 Blbow 41.422 4398 9' -5 0.000 2509 18'-4 Tee 41.422 2524 18'-4 Tee 41.4.22 4407 19' -7~ K-3.0 40.862 4408 9' -5 0.000 4409 9' -5 0.000 4410 9'-5 0.000 4411 9'-5 0.000 2547 18'-4 Cross 41.422 2549 18'-4 Tee 41.422 4421 19'-7W K-3.0 40.862 2555 18' -4 Blbow 41.422 0 2560 18' -4 Tee 41.422 4427 19'-7W K-3.0 40.862 2580 18' -4 Tee 41.422 2585 18' -4 Cross 41.422 2588 18' -4 Tee 41.422 4447 19'-7~ K-3.0 40.862 2594 18' -4 Tee 41.422 4451 19'-7W K-3.0 40.862 4461 9'-5 0.000 4462 9'-5 0.000 2620 18'-4 Cross 41.422 2632 18'-4 Tee 41.422 4471 19'-7W K-3.0 40.862 2644 9'-5 0.000 2645 9'-5 0.000 2658 9'-5 0.000 2659 9'-5 0.000 2672 9'-5 0.000 2673 9'-5 0.000 2690 18' -4 Tee 41.422 4480 19'-7W K-3.0 40.862 2699 18'-4 Cross 41.422 2715 18'-4 Tee 41.422 2720 18'-4 Tee 41.422 4504 19' -7W K-3.0 40.862 2735 18' -4 Tee 41.422 4513 19'-7W K-3.0 40.842 2742 18' -4 Tee 41.422 0 2743 18 '-4 Cross 41.422 Ii 0 1997-2003, M.B.P.CAD,1De. 01/11W309:OS:01 Pap 7 I. , Job Numlltr: 36-364116 0 2767 18'-4 Tee 41.422 4533 19'-7W K-3.0 40.862 2772 18 ' - 4 Tee 40.925 2773 18'-4 Cross 40.926 2774 18'-4 Cross 40.932 2775 18'-4 Cross 40.943 2776 18'-4 Tee 40.957 2778 18' -4 Cross 40.975 2779 18'-4 Cross 40.981 2780 18' -4 Cross 40.983 2781 18'-4 Tee 40.984 2783 18' -4 Tee 41.422 2785 18' -4 Elbow 41.422 2787 18' -4 Cross 41.422 4547 9'-5 0.000 4565 9'-5 0.000 2842 18'-4 Cross 41.422 4590 9' -5 0.000 4591 9' -5 0.000 4620 9' -5 0.000 4621 9' -5 0.000 3147 17'-7 K-4.2 37.152 25.60 2 -5' -0 Source 51.863 25.60 o n Ii 0 1197-2003, M.B.P.CAD, IDe. 01l10t'03 09:05:01 Pap 8 HYDRAULIC ARALYSIS ftDe 'IVDe _tc --.row ..: hie. Lo.. Length Pr.,8Uh 1IiIMaa~ ...uoaDiaclalu:sJe. It- pt PC J'itU~. Bq. Length ~ 'ODs=-- Tot. OL 1.10'0 25.60 8.50 C.15 0 0.10370 0' -11W Pi: 0.511 3147 17'-7 25.60 4.2 37.152 K-4.2 3' -11M Pe 223 17'-7 37.663 Elbow 4'.11 Pv DR 1.0870 25.60 8.85 C-150 0.11433 0'-9 Pf 1.523 223 17'-7 37.663 Tee 12'-7 Pe -0.325 224 18'-4 38.861 Blbow 13'-4 Pv OL 1.1090 25.60 8.50 C.150 0.10370 2'-M Pf 1.239 224 18'-4 38.861 9'-11 Pe 221 18'-4 40.099 Tee 11' -l1W Pv BL 1.4000 10.16 2.12 C-150 0.00603 121'-5M Pf 0.791 221 18'-4 40.099 9'-8M Pe 1197 18'-4 40.890 2E 131'-2 Pv OL 2.0030 8.18 0.83 C-150 0.00071 8'-0 Pf 0.024 1197 18'-4 40.890 cross 25'-11 Pe 1198 18'.4 40.914 cross 33'-11 Pv OL 2.0030 8.32 .0.85 C-150 0.00073 8'-0 Pi: 0.025 1198 18'-4 40.914 Cross 25 '-11 Pe 1199 18'.4 40.939 Cross 33'-11 Pv OL 2.0030 If.5~ 0.87 C-150 0.00076 6'-7 Pf 0.025 1199 18'-4 40.939 Cross 25'-11 Pe 1200 18'-4 40.964 cross 32'-5M Pv OL 2.0030 9.02 0.92 C-l50 0.00085 8'-0 Pf 0.029 1200 18'-4 40.964 cross 25 '-11 Pe 1201 18'-4 40.992 Tee 33'-11 Pv OL 2.0030 10.38 1.06 C-150 0.00110 l'-6M Pf 0.030 1201 18'-4 40.992 Tee 25'-11 Pe 1202 18'-4 41.023 Tee 27'-5 Pv OL 2.0030 11.20 1.14 C.150 0.00126 4'-5M Pf 0.038 1202 18'-4 41. 023 Tee 25' -11 Pe 1203 18'-4 41.061 Tee 30' -4M Pv OL 2.0030 15.05 1.53 C-150 0.00218 3'-6M Pi: 0.064 1203 18'-4 41.061 Tee 25' -11 Pe 1204 18'-4 41.125 Tee 29'-5 Pv OL 2.0030 17.32 1.76 0.150 0.00283 6'-0 Pi: 0.090 1204 18'-4 41.125 Tee 25'-11 Pe 1205 18'-4 41.215 Tee 31'-11 Pv OL 2.0030 20.75 2.11 C.150 0.00395 2'-7M Pf 0.215 1205 18'-4 41.215 Tee 51'-10 Pe 1207 18'-4 41.430 3T 54'-5 Pv OL 2.1540 25.60 2.25 C-120 0.00618 15'-M Pi: 0.131 1207 18'-4 41.430 6'-lM Pe 0.424 1528 17'-4 41.985 Elbow 21' -1M Pv MS 2.1570 ~5.60 2.25 C-120 0.00614 1'-1 Pi: 0.165 1528 17'-4 41.985 25'-10 p. 0.587 1558 16'-0 42.738 E,F--0.045,T 26'-11 Pv PR 6.4030 25.60 0.26 C-120 0.00003 259' -9M Pi: 0.020 1558 16'-0 42.738 406'-3M pe 6.304 5 1'-5~ 49.0624T 10E.O.P--0,C--0.00 G--O 666'-1 Pv tJG 8.3900 25.60 0.15 C-140 0.00001 112' -7M Pf 0.001 5 l'-5W 49.062 30'-6M pe 2.800 2 -5'-0 51.863 E,S 143'-2 Pv ..... Route 1 ..... SL 1.4000 1.48 0.31 C.UO 0.00017 10S'.6W Pf 0.018 1198. 18'-4 40.914 Pe 2774 18'-4 40.932 105'-6M Pv o o n Ii 0 1197-2003. M.B.P.CAD, Inc. Job N\mllMr. 36-364116 01110103 09:05:01 Pap 9 p~ ftINI _t.c now vtiOOiw ~ l'Zie. Lolls JlreH1ln ....a.- ......IOG K-I'actol' ft PC l'ittiDp ~. ~.. ~ lJDstna Tot . OL 2.0030 5.41 0.55 C-lSO 0.00033 8''''0 Pi: 0..011 2774 18'-4 40.932 Cross 25'-11 Pe 2775 18'-4 40.943 cross 33'-11 Pv OL ;1.0030 \5.10 0.62 ~...150 0.00041 6'-7 PI: 0.013 2775 18t -4 40.943 Crois 25'-11 Pe 2776 18'-4 40.957 Tee 32'-SW Pv IL 1.4000 0.89 0.19 C...lSO 0.00007 105'-6W Pi: 0.007 2776 18'-4 40.957 Pe 1200 18'-4 40 . 964 105' -6M Pv BL 1.4000 0.40 0.08 CwlSO 0.00002 107'-;IH PI: 0.002 1200 18'-4 40.964 Pe 268 18'-4 40.965 107'-2M Pv BL 1.4000 0.40 0.08 C-130 0.00002 15'-0 Pi: 0.000 268 18'-4 40.965 Pe 212 18'-4 40.966 15'-0 Pv BL 1.4000 0.40 0.08 C-150 0.00002 12' -11 Pf 0.000 212 18'-4 40.966 Pe 186 18'-4 40.966 12'-11 Pv BL 1.4000 0.40 0.08 C-150 0.00002 12 ' -11 Pf 0.000 186 18'-4 40. 966 Pe 145 18'-4 40.966 12' -11 Pv BL 1.4000 0.40 0.08 C-150. 0.00002 11'-10 Pi: 0.000 145 18'-4 40.966 Pe 128 18'-4 40.966 11'-10 Pv BL 1.4000 0.40 0.08 C-150 0.00002 11'-10 Pi: 0.000 128 18'-4 40.966 Pe 96 18'-4 40.966 11'-10 Pv BL 1.4000 0.40 0.08 CdSO 0.00002 3'-M Pi: 0.000 96 18'-4 40 :'-66 Pe 76 18'-4 40.966 3'-W Pv OL 2.0030 11.37 1.16 CdSO 0.00130 9'-6M Pf 0.046 76 18'-4 40.166 cross 25'-11 Pe 77 18'-4 41.012 Cross 35'-5 Pv OL 2.0030 10.55 1.07 C-150 0.00113 8'-0 1i'I: 0.038 77 18'-4 4LG12 Cross 25'-11 Pe 78 18'-4 41.051 cross 33' -11 Pv OL 2.0030 8.28 0.84 C-1S0 0.00072 6'-0 1i'I: 0.023 78 18'-4 41.051 Cross 25'-11 Pe 79 18'-4 41.074 Cross 31'-11 Pv BL 1.4000 3.43 0.12 c-1S0 0.00081 174'-8M Pi: 0.1.41 79 18'-4 41.074 Pe 1205 18'-4 41.215 174'-8M Pv ..... Route 2 ..... BL 1.4000 0.69 0.14 C-UO 0.00004 105'-6W Pf 0.004 1199 18'-4 40.939 Pe 2775 18'-4 40.'43 105 '-6M Pv ..... Route 3 ..... OL 2.0030 0.16 0.02 C-1S0 0.00000 6'-0 Pf 0.000 1196 .18'-4 40.890 Cross 25'-11 Pe 1197 18'-4 40.890 Cross 31'-11 Pv BL 1.4000 2.14 0.45 C.UO 0.00034 105 '-6W Pf 0.036 1197 18'-4 40.890 Pe 2773 18'-4 40.926 105' -6M Pv OL . 2.0030 3.93 0.40 a_no 0.00018 8'-0 Pf 0.006 2773 18'-4 40.926 Cross 25'-11 Pe 2774 18'-4 40.932 cross 33'-11 Pv ..... Route 4 ..... OL 2.0030 5.20 0.53 C--rs-O 0.00031 9'-6M Pf 0.019 2776 18'-4 40.ts7 Tee 51'-10 Pe 2778 18'-4 40.975 2T X 61'-4 Pv o o (' Ii 0 1991-2003, M.B.P.CAD,1Dc. Job Number: 36-364116 011111/0309:05:01 Page 10 p.lM '.Nell ~~ now Ve1OC1 toY ~ h1e. Loll. Leacrt:ll. ~ ~ .....UOG D K-l'acto:t pe PC J'ittiDgtl .q. LeDgt;J:& ~ l7>>lItzoua Tot.. _L BL 1.4000 1.36 0.28 C-150 0.00015 107'-1 Pi: 0.017 277B 18'-4 40.975 9'-8W Pe 1201 18'-4 40.992 2E 116' -9W Pv ..... Route !i ..... IL 1.'000 1.79 0.37 C-lSO 0.00024 111' -fW Pf 0.034 1196 18'-4 40.890 29'-2 Pe 2772 18'-4 40.925 6B 140' -8W Pv OL 2.0030 1.79 0.18 C-150 0.00004 8'-0 Pi: 0.001 2772 18'-4 40.925 Tee 25'-11 Pe 2773 18'-4 40.926 Cross 33'-11 Pv ..... Route fi ..... OL :li.o030 4.85 0.49 . C-150 0.00027 I 3'-4M Pf 0.008 1208 18'-4 41.422 Tee 25 ' -11 Pe 1207 18'-4 41.430 Tee 29'-3M Pv ..... RoUte 7 ..... BL 1.4000 4.85 1.01 C-1S0 0.00154 181'-8M PI: 0.339 80 18'-4 41.083 38'-1~ Pe 1208 18'-4 41.4.22 8E 220'-7 Pv ..... Route 8 ..... BL 1.4000 0.82 0.17 C-lSO 0.00006 I 174'-8M Pf 0.010 77 18'-4 41. 012 Pe 1202 18'-4 41.023 174'-8M Pv ..... Route , ..... OL ;1.0030 4.85 0.69 C-lSO o . 00027 I 9'-0 Pt 0.009 79 18'-4 41.074 cross 25'-11 Pe 80 18'-4 41.083 Tee 34'-11 Pv ..... Route 10 ..... BL 1.4000 1.61 0.34 C-1S0 0.00020 43'-1 Pf 0.009 74 18'-4 40.879 Pe 188 18'-4 40.888 43'-1 Pv BL 1.4000 1.61 0.34 0.150 0.00020 131'-7W PI: 0.026 188 18'-4 40.888 Pe 1198 18'-4 40.914 131' -7M Pv ..... Route 11 ..... OL 2.0030 11.88 1.:lil C-150 0.00141 8'-0 Pf 0.048 74 18'-4 40.879 Cross 25'-11 Pe 75 18'-4 40.927 Cross 33'-11 Pv OL 2.0030 10.97 1.12 C-150 0.00122 6'-7 Pi: 0.039 75 18'-4 40.927 Cross 25'-11 Pe 76 18'-4 40.966 Cross 32'-5M Pv ..... Route 12 ..... IL 1.4000 0.90 0.19 C-1S0 0.00007 55'-1 Ii'f 0.004 75 18'-4 40.927 Pe 217 18'-4 40.931 55'-1 Pv IL 1.4000 0.90 0.19 C-150 0.00007 119'-7~ Pf 0.008 217 18' -4 40.931 Pe 1199 18'-4 40.939 119'-7M Pv ..... Route 13 ..... OL 2.0030 13.49 1.37 C-lS0 0.00178 6'-0 PI: 0.057 73 18'-4 40.822 Cross 25'-11 Pe 74 18'-4 40.879 Cross 31' -11 Pv ..... Route 14 ..... OL 2.0030 1.95 0.20 C,,!.15 0 0.00005 9'-0 Pf 0.002 73 18'-4 40.822 Cross 25'-11 Pe 72 18'-4 40.824 Tee 34'-11 Pv BL 1.4000 1.95 0.41 C-150 0.00029 50'-11 Pi: 0.017 72 18'-4 40.824 9'-8M Pe 202 18'-4 . 40.841 2E 60'-7W Pv BL 1....000 1.95 0.41 C-150 0.00029 132'-~ 1i'I: 0.049 202 18'-4 40.8'41 38'-10W pe 1196 18'-4 40.890 8E 171'-8 Pv ..... Route 15 ..... o o o Ii 0 1197-2003, M.B.P.CAD,Inc. Job NaabIr: 36-364116 01/1010309:05:01 Pago11 R_ 'I!'Vla now v k1.a. Loa. k.~ ~ ",UOD E-hat. h P1.tUDg. IIq.LeDgtIa ~ lID.=- Tot.. _~L BL 1.4000 15.U 3:n- C-150 0.01309 55'-3 Pf 0.723 221 18'-4 40.099 pe 73 18'-4 40.822 55'-3 Pv ..... Route 16 ..... BL 1.4000 3.85 0.80 C-150 0.00100 I U'-gw PI: 0.064 2121 18'-4 40.997 19'-5 Pe 1203 18'-4 41.061 4E 64 ' -2~ Pv ..... Route 17 ..... BL 1.4000 2.07 0.43 'C..150 0.00032 8'-0 PI: 0.006 2122 18'-4 40.991 9'-8~ Pe 2121' 18'-4 40.997 Tee 17 ' -8~ Pv ..... Route lS ..... BL 1.4000 1.14 0.24 C-150 0.00011 64 ' -3~ PI: 0.008 2780 18'-4 40.983 9'-~ Pe 2122 18'-4 40.991 Cro8s 74'-0 Pv ..... Route 19 ..... OL 2.0030 0.93 0.09 C-lSO 0.00001 8'-0 Pf 0.000 2780 18'-4 40.983 Cross 25'-11 Pe 2781 18'-4 40.984 Tee 33'-11 Pv BL 1.4000 0.93 0.19 C-15 0 0.00007 72 ' -J~ Pf 0.007 2781 lS'-4 40.984 29'.2 Pe 2122 18'-4 40.991 4E,T 101' -5~ Pv ..... Route 20 ..... BL 1.4000 2.27 0.47 C-1S0 O. 00038 I 177'-S~ ~ 0.074 78 18'-4 41.051 19'-5 Pe 1204 lS'-4 41.125 4E 197' -1~ Pv ..... Route 21 ..... OL 2.0030 3.85 0.39 C.lSO 0.00017 8'-0 Pf 0.006 2778 18'-4 '40.975 Cr08s 25'-11 Pe 2779 lS'-4 40.981 Cr08S 33'-11 Pv BL 1.4000 1.77 0.37 C.IS0 0.00024 64' -3~ PI: 0.015 2779 18'-4 40.981 Pe 2121 18'-4 40.997 64 ' -3~ Pv ..... Route 22 ..... OL 2.0030 2.07 0.21 CO-IS0 0.00006 8'-0 Pf 0.002 2779 lS'-4 40.981 Cro88 25'-11 pe 2780 18'-4 40.983 Cr08S 33'-11 Pv ..... Route 23 ..... lJAi ts Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: fps pr..sure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen-Williams Constant pt: Total pressure at a point in a pipe Pn: Nonal pressure at a point in a pipe Pf: Preuure 10S8 due to friction between points Pel PreS8ure due to elevation difference between indicated point8 Pv: Velocity pressure at a point in a pipe o o n Ii C 1997-2003, MAP.CAD,IDe. Job NlImbIr. 360364116 0111010309:0$:01 Pap 12 o o o Job N1IIIIber: 36-364116 HYDRAULIC GRAPH 100 : : . . . ,...;; ;:: IIIc PN!IIUf8 69.~ : " ~~ "- . t f5.80 ;M'h hoee ..... 25.80 CD 51.883 " ~ ~ "- ct.nend curve ~190.00. 25.000 ~ '" '" .. ... . I I , , .. I . , . , 'I I I 90 80 70 80 1. 150 0. 40 30 20 10 o _500 750 1000 1250 1l5OO 1750 WaIIlrtow, .gpm 2000 2250 2500 SUpply at Node 2 StIllk: prwean: 89.000 .....~: 2180.00. 25JlOO SY*n DemMII: 2UO CD 51_ SY*Im Demand wilt hoee...-..: 275.80 CD 51.883 Ii C 1997-2CI03, M.B.P.CAD,IDe. 01/10103 09:0$:06 Page 13 o ( o o o o ~,-- o Job Numbr. 36-364116 HYDRAULIC CALC'ULAT:tOIlS Location: Keystone Commuities Prior Lake, MN. Job Number: 36-364116 Design Area: Garage Knrty (Calc 110) Date: 01/10/03 08:32:46 Design Data: Occupancy Classification: Ordinary Group I Density: O.lSgpm/ftl Area of Application: 1S87.89ftl (Actual 1587.89ftl) Coverage Per Sprinkler: 120.00ftl Number of Sprinklers Calculated: 14 OUtside Hose Streams: 250.00 Total Hose Streams: 250.00 Total Water Required: 492.90 Including hose streams Maximum Pressure unbalance In Loops: 0.000 Volume of Water in Pipes: 1863.75gal Maximum Velocity Above Ground: 1J.69 between nodes 1346 and 3703 Maximum Velocity Under Ground: 1.41 between nodes 2 and 5 Supply Pressure(s) : Available Required Safety Margin ---------------------------------------~----------------~------.---- Supply node tag: 2 66.212 33.420 32.793 Name of Contractor: Weis Builders, Inc. Addre8S: 7645 Lyndale Ave. S. Minneapolis, MH. S5423 Designer: Thomas Miller State Certification/License Number: C015 Authority Having Jurisdiction: City of Prior Lake Ii C 1997-2003, MB.P.CAD,1Dc. 01l1Qf03 08:34:40 Page 1 o WATBR SUPPLY DATA Job Number: 36-364116 SOURCI: ROD. TAG STATIC PUSSVU (psi) USID'CIIL PLOW P....VlUI . (psi) (gpa) AVAILAlLB PUS8VU (p8i) TOTAL . DBIIAI1D (gpa) UQ17:tRBD PUS.lJD (pd) 1 2190.00 ---------------------------------------------------------------------------- 26.046 69.000 25.000 67.544 346.99 S'DIIIIa.RY OlP OUTI'LOW~NG DEVICES DBVICI: AC'nJAL now ( gpa) IIDlIIIUJI PLOW (gpa) K~PAC'l'OR PUSSURB (psi) -------------------------------------------------------------------------- SPR 4547 SPR 4565 SPR 4590 SPR 4591 SPR 4620- SPR 4621 18.45 17.38 15.23 15.77 14 . 82 15.34 14.82 14.82 14.82 14.82 14 . 82 14.82 o * Most demanding sprinkler. (1 5.6 5.6 5.6 5.6 5.6 5.6 10.860 9.63S 7.393 7.927 7.000 7.508 Iii C 1997-2CI03, M.B.P.CAD,IDe. 01lOlllO3 1.:53:30 Pap 2 o o '-' o Job Number: 36-364116 FITTINGS LBGBND --------------- E Elbow T Tee L LongE! C CheckVlv p BflyVl v G GateVlv A AlarmChk 0 DryPipeVlv Q 45-Blbow R TeeRun 0 Coupling W SwingChk V DlgVlv s Strainer c PDC g Gauge X Cros8 P PumpOut r PressRed B Backflow u Unknown Z Cap J Joint f FlowDev M FltgNode H Hose S Source N Nozzle K Sprinkler y Hydrant p PumpIn Ii C 1997-2003, M.B.P.CAD,IDe. 01108103 14:53:30 Page 3 o Job Number: 36-364116 NODE AlIALYSIS IIOD. -..v'UI011 I'1ftlRGS PUSSUIlI: DISCDJlGB (I'oot;) (psi) ( gpa) ----------------------------------------------------------- 351 9' -4 Cro8s 14.44S 352 9'-4 Cross 14.482 365 9'-4 Cross 14.944 366 9'-4 Cross 15.306 379 9'-4 Cross 16.573 380 9'-4 Cross 17.135 382 9'-4 Elbow 17.753 387 9'-4 16.531 388 9'-4 17.015 541 9'-4 Tee 15.250 555 9'-4 Tee 16.342 612 9' -4 Cross 18.406 630 9'-4 Cross 18.782 3 l'-S~ 23.236 846 9'-4 Cross 18.497 864 9'-4 Cross 18.791 1104 9'-4 Cross 18.851 1122 9'-4 Cross 18.891 1321 9' -4 Cross 18.923 1339 9' -4 Cross 18.929 0 1SS6 7' -~ Tee 20.580 1578 7'-7~ BtlyVlv--0.041 20.210 1584 9' -4 Elbow 19.434 1587 9' -4 Tee 19.369 1621 9'-4 cross 19.358 1648 9'-4 Cross 19.072 1915 9'-4 Cross 19.3S6 1933 9 " -4 Cross 19.089 1949 9' -4 Tee 13.271 1965 9' -4 Tee 12.878 2644 9'-4 Cross 12.274 2645 9' -4 Cross 12.201 2658 9'-4 Cross 12.258 2659 9'-4 Cross 12.532 2672 9' -4 Cross 12.674 2673 9' -4 Cross 12.688 1 -5'-0 Source 26.046 96.99 4547 9'-4 K-S . 6 10.860 18.45 4S6S 9' -4 K_5. 6 9.63S 17.38 4S90 9'-4 K-S.6 7.393 15.23 4591 9'-4 K-5.6 7.927 15.77 4620 9'-4 K-5.6 7.000 14.82 4621 9'-4 K-5.6 7.508 15.34 o " C 1997-2003, M.B.P.CAD, IDe. 01J08lO3 14:53:30 Page 4 j HYDRAULIC AR.A.LYSJ:S ftpe.,.. ~OD now VelOCl ty IIIIC I':de. Loe. ~ Pr..8UI:e E-raator Jtt h n tUAgS .q. . LeDgtb ~. 'O>>eUua '1'ot. - .L OL 1.1!:f70 14.82 4.22 c-uo 0.039:il8 Ig'-O Pf 0.393 4620 9'-4 14.82 5.6 7.000 leaS. 6 Pe 4590 9'-4 7.393 10'-0 Pv OL 1.1970 30.g4 8.57 C-120 0.14526 7'-10 PI: 2.243 4S90 9'-4 lS.23 5.6 7.393 K-5.6 7'-7~ Pe 4565 9'-4 9.63S 2E 15 ' -S~ Pv OL 1l!20 47.43 8.1S C-120 0.09847 IS'-9 Pf 2.565 4S6S 9'-4 17.38 5.6 9.635 leaS. 6 10'-3~ Pe 264S 9'-4 12.201 Cross 26'-~ Pv CM4I 2.2030 17.U 1.50 C-120 0.00284 12'-0 Pf 0.073 2645 9'-4 12.201 13'-7~ Pe 2644 9'-4 12.274 Cross 25'-7~ Pv BL 1.7S20 17.83 2.37 C-12g 0.0086S 178'-5 PI: 2.171 2644 9'-4 12.274 72'-~ Pe ~51 9'-4 14 .445 10E.X 2S0'-lQ~ Pv a.2030 17.83 1.50 C-120 0.00284 13'-0 Pt 0.037 351 9'-4 14.445 pe 352 9'-4 14 .482 13'-0 Pv CM4I 2.2030 37.40 3.1S C-120 0.01117 14'-2 Pf 0.463 352 9'-4 14.482 27'-3~ Pe 36S 9'-4 14 . 944 4E 41'-5 Pv CM4I 2.2030 61.n 5.15 "C-120 0.02778 13'-0 1>f 0.361 36S 9'-4 14 . 944 Pe 366 9'-4 IS.306 13'-0 Pv CM4I 2.2030 66.83 5.63 C-120 0.03269 11'-6 Pf 1. 268 366 9'-4 IS.306 27'-3~ Pe 379 9'-4 16.S73 4E 38' -9~ Pv CM4I :1.2030 77.73 6.S4 C-12 0 0.04322 13'-0 Pf 0.562 379 9'-4 16.573 Pe 380 9'-4 17.135 13'-0 Pv CM4I 2.2030 96.99 8.16 C-120 0.06S11 2'-8 Pf 0.618 380 9'-4 17.13S 6'-10 Pe 382 9'-4 17.7S3 Elbow 9'-6 Pv CM2 J.3140 "6.99 3.61 C-120 0.00891 52' -11~ PI: 0.653 382 . 9'-4 17.7S3 20 ' -4~ Pe 612 9'-4 18.406 2E 73'-4 Pv ~ 3.3140 18.37 3.29 C-120 0.007S0 12'-0 PI: 0.090 612 9'-4 18.406 Pe 846 9'-4 18.497 12'-0 Pv 012 3.3140 10.82 3.01 C-120 0.00636 IS'-O Pf 0.3S5 846 9'-4 18.497 40'-9 Pe 1104 9'-4 18.851 4E S5'-9 Pv CM4I 3.3140 78.24 2.91 C-120 0.00599 12'-0 Pf 0.072 1104 9'-4 18.851 Pe 1321 9'-4 18.923 12'-0 Pv 012 3.3140 77.3S 2.88 C-120 0.00586 13'-6 Pf 0.446 1321 9'-4 18.923 62'-7 Pe lS87 9'-4 19.369 4E,T 76'-1 Pv au 4.3100 !:f6.99 2.13 C-120 0.00248 12'-0 1>I: 0.064 IS87 9'-4 19.369 13'-11 Pe IS84 9'-4 19.434 Elbow 25'-11 Pv DY 4.2600 96.99 2.18 C-120 0.00262 1'-1 Pf 0.044 1584 9'-4 19.434 15' -9~ Pe 0.733 IS78 "-7~ 20.:110 F--0.041 16'-1~ Pv CM4I 4.3100 '6.99 2.13 C-120 0.00248 1'-0 Pf 0.106 1578 ,,-'" 20.210 41' -gw Pe 0.263 15S6 7'-~ 20.580 E,T 42'-9~ Pv o o o Ii C 1997-2003. M.B.P.CAD,IDe. Job Number: 36-364116 01/08103 14:53:30 Page 5 H_ WJN _~ II'1OW ~ hJ.a. Loa. ft..sun 1llMwa:.- It ..J'ac:lto&' Pt Pa l'Ct:tl:ag. Bq.LeDgtIa ~ 1IDstfta Tot. - _~L FR 6.4030 ".~9 0.97 C-120 0.00036 254' -S P! 0.238 ISS6 7'_~ 20.580 406'-3~ Pe 2.418 3 l'-S~ 23.2364T,10E,o.,.-0.00S C.- .01S,Q;6t)'.. Pv m 8.3900 ~.gg D.SS ('-140 0.00007 112'-~ Pt" 0.010 3 1'-5~ 23.236 30'-6~ Pe 2..800 1 -5'-0 26.046 I,S 143'-2 Pv ..... Route 1 ..... OL 1.1970 ~.34 4.37 C-120 o . 04191 10'-0 PT 0.419 4621 9'-4 15.34 S.6 7.508 K-S.6 Pe 4591 9'-4 7.927 10'-0 Pv OL 1.1970 31.11 8.87 C.120 0.15496 11'-4 ff 2.933 4S91 9'-4 1S.77 5.6 7.927 K-5.6 7'-7~ Pe 4S47 9'-4 10.860 21 18'-11 Pv OL 1.5420 49 3'f 8.52 C-120 0.1068S 13'-1 ff 1. 398 4S47 "-4 18.45 S.6 10.860 K-S.6 Pe 26S8 9'-4 12.258 13'-1 Pv BL 1.7520 23.81 3.17 C-120 0.01477 169' -9 ~ 2.686 2658 9'-4 12.2S8 12'-1 Pe 36S "-4 14.944 Cross 181'-10 Pv ..... Route 2 ..... BL 1.7520 19.26 ~.S6 C-120 0.00999 55'-3 tlf 0.672 5SS "-4 16.342 12'-1 Pe 388 9'-4 17.015 Tee 67'-4 Pv DY 1.6500 19.26 2.89 C-120 0.01337 0'-0 P! 0.121 388 9'-4 17.01S 9'-0 Pe 380 "-4 17.13S Cross 9'-0 Pv ..... Route 3 ..... BL 1.7520 5.62 0.75 C-120 0.001021 42' -7~ P! 0.056 541 9'-4 IS.250 12'-1 Pe 366 9'-4 lS.306 Cross 54' -8~ Pv ..... Route 4 ..... BL 1.7520 30.16 4.01 C-120 0.02289 11'..6 Pf 1.093 S41 9'-4 15.2S0 Tee 36 ' -2~ Pe SSS 9'-4 16.342 41 47'-9 Pv BL 1.7S20 10.90 1.45 C-120 0.00348 42'-3 Pf 0.189 5SS 9'-4 16.342 Tee 12'-1 pe 387 9'-4 16.S31 54'-4 Pv DY 1.6500 10.90 1.63 C-120 0.00466 0'-0 Pf 0.042 387 9'-4 16.531 9'-0 Pe 379 9'-4 16.S73 Cross 9'-0 Pv ..... Route 5 ..... BL 1.7520 9.45 1.26 C-120 0.00268 64'-1~ ~ 0.204 2672 9'-4 12.674 12'-1 Pe 1965 9'-4 12.878 Tee 76 ' -2~ Pv BL 1.7520 16.82 2.24 C-120 0.00777 14 ' -4~ Pf 0.393 1965 9'-4 12.878 36' -2~ Pe -0.000 1949 9'-4 13.271 4B,T 50'-7 Pv BL 1.7520 3S.78 4.76 C-120 0.03140 63'-0 tlf 1.979 1949 "-4 13.271 Pe S41 9'-4 lS.2S0 63'-0 Pv ..... Route 6 ..... CM2 2.2030 7.37 0.62 C-120 0.00055 12'-0 Pf 0.014 2672 9'-4 12.674 Cross 13'-7~ pe 2673 9'-4 12.688 25'-7~ Pv BL 1.7520 7.37 0.98 C-120 0.00169 76'-1~ Pf 0.190 2673 9'-4 12.688 Cross 36'-2~ pe 1965 9'-4 12.878 21,T 112'-4 Pv ~.. Route 7 ..... 2.2030 16.82 1.42 C-120 0.002SS 14'-8 Pi 0.142 2659 "-4 12 . 532 40'-11 Pe 2672 9'-4 12.674 4B,X S5' -7 Pv ..... Route 8 ..... o o o Ii C 1997-2CI03, M.E.P.CAD,IDe. JobNllmbor: 36-364116 01108103 14:53:30 Pap 6 ~ 'l'wDe ___ Plow Va100:U:V 8IfC h:l.a. Lo.. ft~ DlMWUMa ...UOD D:l.sabaqe Jt-hatot' pt I'D 1'1ttiDgII 1Iq.~ ~ ~=- 2.3030 J5.78 3.01 Coo:120 Tot. "_A__'" 0.01029 13'-0 Pt: 0.274 2658 9'-4 12.258 Cross 13'-~ Pe 26S9 9'-4 12.S32 26'-~ Pv BL 1.7520 18.96 2.52 C..ITO 0.00969 64 -1~ Pt: 0.-':39 2659 9'-4 12.S32 CroS8 12'-1 pe 1949 9'-4 13.271 76'-2~ Pv ..... Route 9 ..... CM2 2.2030 10.02 0.84 -C8~0 0.00098 17'-10 Pf o :-nS7 264S 9'-4 12.201 40' -11 Pe 26S8 9'-4 12.258 4B,X S8'-' Pv ..... RQute 10 ..... BL 1.7520 19.57 2.61 C.~O 0.010291 173'-S Pi: 2.281 264S 9'-4 12.201 Cross 48'-3~ Pe 352 9'-4 14.482 4B,X 221'-8~ Pv ..... Route 11 ..... CM2 3.3140 12.21 O.'S C-120 0.00019 12'-0 Pi: 0.002 1915 9'-4 19.356 Pe 1621 9'-4 19.358 12' -0 Pv CM2 3.3140 19.64 0.73 . C-120 0.00046 1'-6 Pf 0.011 1621 9'-4 19.358 21'-10 Pe IS87 9'-4 19.369 Tee 23'-4 Pv ..... Route 12 ..... BL 2.2270 12.21 1.01 C-120 0.00133 I 142'-6 Pi: 0.267 1933 9'-4 19.089 Cross S7'-6 Pe 1915 9'-4 19.356 2T,X 200'-0 Pv ..... Route 13 ..... CM2 2.2030 12.21 1.03 'C.120 0.00141 12'-0 Pf 0.017 1648 "-4 19.072 Pe 1933 9'-4 19.089 12'-0 Pv ..... Route 14 ..... BL 1.7520 7.44 0.99 C-120 . 0.00172 142'-6 lif 0.286 1648 9'-4 19.072 Cross 24'-2 pe 1621 9'-4 19.3S8 Cross 166'-8 Pv ..... Route 15 ..... BL 1.7520 8.62 1.15 C-120 0.00226 142'-6 Pf 0.376 612 9'-4 18.406 Cross 24'-2 Pe ~30 9'-4 18 . 7.82 Cross 166'-8 Pv 2.2030 8.62 o :or3 C-120 0.00074 12'-0 Pf 0.009 630 9'-4 18.782 Pe ~64 9'-4 18.791 12'-0 Pv 2.2030 16.17 1.36 C-120 0.00237 15'-0 Pf 0.100 864 9'-:4 18.791 27 ' -3~ Pe 1122 9'-4 18.891 4B 42'-3~ Pv CM2 2.2030 18.7S 1~8 C-120 0.00311 12'-0 PT 0.037 1122 9'-4 18.891 Pe 1339 9'-4 18.929 12'-0 Pv CM2 2.2030 19.64 1.65 C-120 0.00339 1S'-0 P1: 0.143 1339 9'-4 18.929 27'-3~ Pe 1648 9'-4 19.072 4B 42 ' -3~ Pv ..... Route 16 ..... BL 1.7S20 7.56 1.01 C-120 0.00177 14"2' -6 Pf 0.295 846 9'-4 18.497 Cross 24'-2 Pe 864 9'-4 18.791 Cros8 166'-8 Pv ..... Route 17 ..... BL 1.7S20 2.57 0.34 C-120 0.00024 142'-6 Pf 0.040 1104 9'-4 18.aS1 Cross 24'-2 Pe 1122 9'-4 18.891 Cross 166'-8 Pv ..... Route 18 ..... BL 1.7520 0.90 0.12 C-120 0.00003 142'-6 IIf 0.006 1321 9'-4 18.923 Cross 24'-2 Pe 1339 9'-4 18.929 Cr08s 166'-8 Pv ..... Route 19 ..... o o o Ii C 1997-2CI03, MAP.CAD, Inc. Job Numbr. 3600364116 01101103 14:53:30 Pap 7 n o n Job Number: 36-364116 lJAi t. Itey Diameter: Blevation: Flow: Discharge: Velocity: Pru8ure : Length: Friction Lo.8: RWC: pt: Pn: P!: Pel Pv: Inch Foot gpn gpn !p. pd Foot pd/'oot Huen-Willi&1llll COD8tant Total pressure at a point in a pipe Noxmal pre.eure at a point in a pipe Pressure lo.s due to friction between points Pressure due to elevation difference between indicated point. Velocity pre.sure at a point in a pipe Ii C 1997-2003, M.B.P.CAD,IDc. Pap 8 , , 01108103 14:53:30 -; --, , . I o .0 o Job Number: 36-364116 HYDRAULIC GRAPH 100 .; - . - PN!IIUf8 ..~ ; '- "- .; , ~ "- . : "- .; " ~ :: . ~ ; !'oo... : ~ ~.98 wIIh hoee ......... ~190.00 0 25.000 I ; 98.98 028.048 ~ : '" : . demsnd cuw o ~ ~ I.. ,... J .. II .. ., I I I I . 1 I I 90 80 70 80 1. 150 11. 40 30 20 o 80500 750 1000 1250 1500 1750 Water tow. gpm 2000 2250 2500 SUpply at Node 1 SIatIc~69.ooo ReIIdulII PNIMe: 2110.00 . 25.000 SyIlem""': 9UI CD 21.048 SyIlem DemInd wIIh hclee 1IhsmI: 348.99 CD 28.048 Ii C 1997-2003, M.B.P.CAD,1nc:. OlJOl103 14:5):34 Pap 9