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HomeMy WebLinkAbout31400 CASINO DR_ 97-1130 (2)The ISO 9001 certified piping products manufacturer. Victaulic Is committed to excellence. gFACT (J/ tiQe Y20M a subsidiary of Lloyd's of London). A nap lector in our ISO tre' 3 e S 2 ,t, t All Steel Ceiling Plate UL fE QD 127 W O Qj m ; Stool Eyre SocketSteelS+ p,.,... S how , 7711CIQ1aooasy.pwvinesFig.No.128BT8 ConneftM _Topped Ceiling Plate is aveilable with x18" A favorite among many installers mm thread. This flush mount plate face and specifiers when an offset 9s not defect free products tureempariorboldingstrenfithwA ngnieed is PershWs Fig. No. 127Twoseparotelogrearbonstedoon. onbyal/4"t1uread- thrnrw.Amaid. Steel Rya Socket. This slectro. r,eetonthatfestureappsorimat* mum 2" pipe may be now with this galvanized formed steel socket is SJB" offset offer an option totredi- highqua lity9siliogplate.Platingis evrllWAGwitheither3f8"or112"rod tionally designed onsets. The availably true request. size and is UL and 111.13 approved. throadedopeningfits a3V rod and 50 is flially approved (UL, UL13 and 0s FM) for 112" thru 4" pipe. as Model 58L has two different hole 1.1 sizes for fastener attachments 112" 3A0 or 318 ". Model 58D is !ally ap• 2.25 pmvedfornsewithwoodlagm sws, 3.00 another decisive advantage whet 55 fall compliones to NFPAis a must. tae These connectors al'e ideal to svp- 1.0 port hangers from steel or wood to beams and can be used with con. 379 crew inserts. S Unifies offset 13 31. 88 he Psigns, the Parsing 68L and 691D8L aror 8D 8.5FERSING, holdover 3000 lbs. inapull teat (vs. 8.5125 approitimately 750 lbe with other 3 AND COMPANY, INC. designs). 2.00 P.O. Bolt 111 Both models require only 1/4" 851 Torrahawlt Tres bgpponm, IN 48550 thread -thru, rssnI 4 in a savings 218) 773-2481 • (9001348 -2242 a FAX (2196 773 -2340ofatleast3/4" of :hreadedrod with 64 each installatieal AVAILABLE THROUGH PERSING DISTRIBUTORS NATIONWIDE The ISO 9001 certified piping products manufacturer. Victaulic Is committed to excellence. gFACT (J/ tiQe Vtctaullc to oonuNUed to owellence - in our products. customers that e0 the appropriate systems are In place to assure a subsidiary of Lloyd's of London). A nap lector in our ISO tre' 3 e S 2 ,t, t people, progreme and service to the industry. bustive of this commit== Is otrr oest15cetlo0 to quality sa defined by the standard. InqualHylap for owdlica tvt, we wrorked through The Loss oertlflcetlon to theconttmuno Quality I1111PI nar: ft-. Establishing this rnaneoement W O Qj 1809001 standards for out principal us. and Ettrapesa loauaa. This! owgmw to our PrevatttatControl Board lot Bnaertd) aM Lloyd's Register Quaft Assurona Ltd. direction has put into practice the caporete mfeeWn: 2 CrrEll We will satisfy our customers' requtrements by ftlrnialling mm mm 111./1111 defect free products and seMaee on time. every time. We will a, 2 2.75 aeoampfish this to the benefit of our employees, owners and 2.00 1.8 2.75 community." 50 70 0s Approved General Code Groups, Government Agancies Worldwide Associations, Bar auof Macro WWDC u - salt and aw Laboratories and awl water. adltanun a Approval Bodies Mom ANall etlmelfiMrde Drain Nm andbridge, lrwft. and ConedhatCOw Guard Oearga LISTED U ` ( AmVAwA)AMa0Wall, Web UAL - Appoaeach ve el a arc. 546eG 7.5 a - N ) FederAvI Ahaoon- O ( ASINAE) Amadma SCOWai •4sue• HVAC. Robing. Fee Poxvm ed Ail OMMon+ng F++ MW Fed" Hourvlq Adatm otion OWOenaal Servloee AMmlaYaum - ASMa) Amwlao flntlety or Mechanical 15000 Sete FnpreeaPOwuPlpuq. B -31.1: atDJMaery8pw0atune- MOR10389Cbom$cw Plat eN POWrim Peatey Rungs: hM C -1038/ Cnolinge: POW. 0.31.3: IiMdpwetrn Plift. MIL -P- 110117=13 SIM Pipe. GroovedB -31.5: swift Service Films. B. MOd -45208 Inspwnrt Procedurel: 319: Shitty fteftee. B•31.11 AaITO Amman BotleM of Talmo a u (NASA) National Awoneaa and Spas MWAMU P -1478 Administration - 150W Sere Contatz Vkdet19C (NAVFAC) Naval Faculties Elwbre9t11 for details Cam° Commetd - WIN 15000 Sere CSA) Claidia9 Madeds AYOda0N1- Rt00NalelY Insu sof Health (Dept. of B•242 Ila w - imm aerw RM) Factory Mutes Bosnerms Cory, • (VA) TennesmVWWAutltonN - Fo aw-wedIN ampals omeervtoee louicu0n' uamt than tAPYO) International AeOCrtlon or (VA) Veto ins AOaue - IWW Salt trlum6m11 a MeobaMal Oaerb OIAYDB1 Mo1d'a R.Waar cl adppns Worldwide tin') liar PreuentlortCouoc0l1antleM (eV) Bur«uVan= F.O.C.) (DNV) Da NoNb Veme04AsioNamesRteProraxlonMoroK41WPteSuvlasBondAeOtlamrh NY -BSA) New York Bad of Surduds New 7ashad Imuance CmriW ed Appeal Now 7AeWd Budding Act (1991) SBCCOB"MBWkmgCadecwpm ISSI.1Strngac SKVM laboratory mem0ooai - Reactant Robing Saluda AusaluisadMuawalCode i MU Undeairm" fAbOMtaae, mc. - (Vt191 Verbal:! der SKlivernleer e.V. LAS W tar as proteR , 1eYl9e. 011.C) Undevnfyfe l4bNatale of Resiat 02.D2 fordeWb. Cede - Wt« for to Wallowa SKVNM. 4 P r i6- -ir •:1 "9F' ?s.'u w.c74. ..,. - a ._r. •/: nr ,nr va ,, ,r•._.. r.- •w:., r' b3 ' •I nry!e pp c€en{ g1 q $ R p'•ti p. d'.F b., fir. !( fq [ k. ";5... :.t.Z- .'., :. ,.Yt. 1'- 1' :1 .yi... .;ik.!: 7 .••1Jk1, ,Y 1,7 iIYV ."!.'Y'a- i.t'.' 's1t'r`AY'.' f ..Ft's 1!;,. •.1't ::T1'.'... ,J.. .,;r} f . 61ty. t t ., .:., .•yf ....r.•' a,i•. "11 . i,:. F.?S.raf!.. ., ..,,. l0'.i ..,. ' r 'T..r.. .. 3 -a at '!ft f!,. , : S , •I' .- sat . r> ".LV1® ,f ;:, .n. ::1 vo, 1 i S, F r. n w , a a;.r. nAr c i , o. r'' a tf, JI 1 t . r- r lvr r t8tit. I 3`' { z, r c ri 1 t S ^ :. •i2 , d { a a, t t O, ? f , ... . ., , 1v,• v h Y r r' + t r, l IY Ili I ' rS' a . ,F,-„ ,' N . I•YlMls'fi 4 f. r yt5 'tiI'IJ. r+.. r "a''4.t "f•;!'- ', +.F(".!'t,lfir' e :r. ` .. ' ....... ,.r ..:. -... -_. ...- -_ -- - u = - -- 1 - - - - -- rtl r C`, ris S' l r v l' s r Ph FireLock Fittings PtreLodt 0ltmge are designed for use mtclusively with 8tyla 005 FlelAck couplings. Useofodter Products mayresult in bolt pad mtetferena. Request 10.03. i•-crt fa FirsLock Fittings performance Ne. al N0. 003 14e. 002 Nam. orview 45'U" Solve T« s1 . ra wE No. 000 calls 2 CrrEll 1.8 mm mm 111./1111 mm la.11 tl emm a, 2 2.75 1.7 2.00 1.8 2.75 2.450700s51as701.1 4.51.4 3A0 3.1 2.25 2.2 3.00 3.655Mtae571.0 75 to 3t 379 313D S 2A 13 31. 88 5 8.5 4.2 21.0 8.51252.6 3 31 24 2.00 3.1 3.38 5.380BeNto64to852.1 4 4.00 6.7 3.00 5.6 4,00 8.7100102307a2.5 102 3A 5 4.88 12.6 3.25 8.3 4.86 15.7125121S.7 93 3A 124 7.1 6 5.50 18.3 3.50 11.1 5.50 22.7150140e3895.3 140 103 8 8 81 26.5 4.25. 20.4 6.91 39.7700.. 173 11s 1111 93 115 17.0 FirsLock Fittings performance 7119 i• Vr r_.• .I. !y-Z Y. it F }. . M wrrxxrinr i •'t FiWft l Raon ,10NaraE1e4r. FaeWrrle. Y.glt1 Pb. Inw 901 Et 45.10. T « -Raon mm No. at No. 000 Run 2 3.5 1.8 Bb 3.5501.1 0.2 2A 1.1 2% 4.3 22 10.8 4.365130.7 33 13 30.D, 4.51.4 2.30- 11.03.4 4.51.4 t9oD 61118 re 13.0 ISO 80 Is 0.6 A bA 4 6.8 3,4 18.0 891002.1 1.0 4.9 2.1 5 8.5 4.2 21.0 8.51252.6 13 6.4 24 6 10.0 5.0 25O 10.01303.0 1.5 7.e 3A 8 13.0 5.0 33.0 13.0 200 4.0 1 1.5 1 10.1 4.0 7119 i• Vr r_.• .I. !y-Z Y. it F }. . M wrrxxrinr i •'t No. 10-DR Drain Elbow No. 10 -DR dram elbow are specifically deagrled for use on Oro ptOteceon etaadptpa. TM dram M t M oud and topped for a 1' (25 nun) NFT I © ® CauWctedotdutableduculeboilt.•.1 i ell stars uwdotm t0 the ratlnps ofora4StYIa77coupillifis. No.10 -DR a ON 1"Ift kMrt«n1 M k W4t p pP•-Inellearetl t+ Elea : 3{rfiiJ lea. r C • E M 4xIX214 as 3. 965 0 1k -k-rX i 109 lb.p 24 3 4.25 F 5.3 0 toe t, 2.4 42.4 S, 270 B,A if r ^'r1 25 1.1 179 t9oD 61118 re 7 ISO I. 70 e e No. 10-DR Drain Elbow No. 10 -DR dram elbow are specifically deagrled for use on Oro ptOteceon etaadptpa. TM dram M t M oud and topped for a 1' (25 nun) NFT I © ® CauWctedotdutableduculeboilt.•.1 i ell stars uwdotm t0 the ratlnps ofora4StYIa77coupillifis. No.10 -DR a ON 1"Ift kMrt«n1 M k W4t p pP•-Inellearetl ktrllee Elea : Whir lea. lain C • E M 4xIX214 as 3. 965 0 1k -k-rX 5 109 lb.p 24 3 4.25 2.75 5.3 0 toe 70 2.4 42.4 S, 270 B,A100 25 1.1 179 t9oD 61118 0.4 7 ISO I. 70 B elbows are supplied with prowas of dlo&xv. These fittings are nst Iagadad forme with VktaNle Plain End Ccapltags. Request 10.05. NOTES: WhenameI - w.NrerkV4M bulalleyveAaedecoybvkYWO lain abo.a set 8MM 741, 743 re 744 Vk- FW1pet1«pea,dlefAdMedeerarXe being- dmerbrowntllr lA.dmrrbrtger No. 006 ® ®® ra FlreLook Cap c In EOR E1 W4tp pP•-Inellearetl ktrllee Elea : Whir mm mm a 1.06,49 4xIX214 3as min laaA 1k -k-rX 5 109 lb.p 1K 1.180 0.88 0.3 4 4.500 1.00 2.43242.4 22 0,1 1a 1143 25 1.1 179 t9oD 61118 0.4 5 x.583 1.00 Al4048.3 22 0.2 121 1413 25 1,11 2 2.375 0189 ae 8 8.825 I= 59SO5032209tap1ee32S2.7 zts 2.875 O.ee 1.0 B 9.926 1.19 12.7as730220.5 201 2111.1 30 8.8 530 958.090 228 as No. 27 Standpipe Tee © ®+ D1wYN kon) NOR" on c In EOR c10 E09 Apxwow ktrllee InchesLes WIL EL mm mm mm 1.06,49 4xIX214 3as 1.00 25.7 1k -k-rX 197 109 4.04.t E k X 23. 13 14. X 8150X /30X65 e3 130 i BS No. 21 fly 8ullltead Tee 1• Du9aelion) ®p® , 1016L l fte C1eFOR CIs C•OB lt kilt. ktrllee InchesLes WIL ELmmmmmm1.06,49 5 x5x e 7.75 5150 25.7125X125X2001974013A 6x6xs 7.75 650 373ISO150X209197195t7A 37 1i I j 4 P I 1 - lY , TT CO --- tMOOMOIIATDD 79CORD" CA • MW TV4tH 7 N FIG. 200 I TRIMUNE ADJUSTABLE RING HANGER Size Range - 1/2 thru 8 inch pipe. Material - Steel, Mil. Galvanized to G•90 speci- fication. Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Spring tension oia swivel nut holds it securely in hanger uefore installation. &xivel nut is easily removed. Approvals • Underwritere L-sboratories fisted and Factory Mutual EnZineerirg approved. Conforms to Federal Specification WW- H -171E, type 10, and Mantlacturers Standardization Society SP-69, type 10 t; 4 1 iLf Maxinwm Temperature - 6WF Finish - Mil. Galvanized, HM, and Stainless Steel. Order By - -ri2um number and pipe dze. kiter .t3 1/2 8 3 -1/8 2 -5/8 1.3/8 1 x 518 400 11 4a. TAG ELEVATION NODE f e]% PRESSURE DISCHARGE D a t --sill A 1 FT) 3 -3/8 2-5/8 11//88 1 / y88 400 12 1 4'. y3/788 Wo. .Ii4 2 "7%8 x, 11. r!lo.:„ rxx55 xa/u Ttr:' a16." 2 1.112 318 3.7/8 2.7/8 1 x 5/8 400 14 2 we 4.1/4 3 I Xs:3 x 3/8 400" 2-1/2 3/8 5.5/8 4.1/8 1.3/4 169a x 1 600 27 3:,f@ 6 3 -112 8 7.3/8 5.1/4 2.3/8 1 x 1 600 34 28.6 8 19.0 5 1/2 9.1/8 6.1/4 2.3/8 14gs x 13/16 1250 66 27.3 10 19.0 8 1/2 13.1/8 8 -314 3.1/4 129a x 1 -V4 1250 136 HNS NUMBER ACCOMPANY t',:_L Ir1SP :CT10NAL RLQUr`STS SINGLETON FIRE PROTECTION RIVFRB1DE 22559 W. HICKORY PLACE FIRE r tir+ ARTMU tSAUGUS , CALIF. 91350 Pknning 6 Engineering s fir. SU74 • % IA09T FXMM A064 9CT z Z . HYDRAULIC CALCULATIONS FOR RECEIVED MOST REMOTE AREA JOB 7 q7 -33$' LAKE CHEVROLET - 31400 CASINO DRIVE k DATE:IC -17 -97 4 DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY (GROUP DENSITY: .20 Q o AREA OF APPLICATION: 1500 SG. FT. / COVERAGE PER SPRINKLER: 130 UP RIGHT SPRINKLERS CALCULATED: 14 SPRINKLER WATER FLOW REQUIRED: 330.2 gpm TOTAL WATER REQ.(including hose) 580.2 gpm FLOW \PRESSURE (at base of riser) 330.2 gpm 0 037.5 psi SPRINKLER ORIFICE SIZE: 1/2" NAME OF CONTRACTOR: SINGLETON FIRE PRO. DESIGN \LAYOUT BY: R.S. AUTHORITY HAVING JURISDICTION: COUNTY OF RIVERSIDE CONTRACTOR CERTIFICATION NUMBER: 887001 C -16 CALCULATIONS BY MASS COMPUTER PROGRAM (LICENSE 8 9878Z 33 ) MRS SYSTEMS, INC. ATLANTA, GA s r s,(. t 'S' *rT.•ro€ . iy 'C G,. f "' ` •, .•i* .t.cyF• .. pw k a.ry..NNi• --p• *` iE `t is i ?"upi r • c x n` aa"R'. A y l t'' •, G. t r + tdj " ? i- t M "r y _vy 1 j r S iT +, pia` >' i`'' •' rt E '• a s ' , - v ..._ Q r r t/ A' fif r, °Za t'';a r L (fib +,. ` 7. v F - } y s . r r' " i `F 1 1 '4 'r 1 7 t 1 . c n ' i v _ ,, 1r •, f _ = r t l t. a„ i'.' •,,. rs+ ) i *r: :a a9 . ..,w,,,i'- ^hr ' ,7.W Z,eSM #. f ` t ,4ttiM •.M,Aa' r •, i Y,' n. 4.'.tSi 'i.'- v i - r j• t ,L to. t. f SPRINKLER SYSIEM HYDRAULIC ANALYSIS Page 1 Date: Oct 21, 1997 CHEVY2 JOS TITLE: LAKE CHEVROLET WATER SUPPLY DATA t`} SOURCE STATIC RESIO. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. • PRESS. 0 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 105.0 20.0 8802.0 104.4 580.2 48.8 AGGREGATE FLOW ANALYSIS! TOTAL FLOW AT SOURCE 580.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 330.2 GPM NODE ANALYSIS DATA SPRINKLER SYSIEM HYDRAULIC ANALYSIS Page 1 Date: Oct 21, 1997 CHEVY2 JOS TITLE: LAKE CHEVROLET WATER SUPPLY DATA t`} SOURCE STATIC RESIO. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. • PRESS. 0 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 105.0 20.0 8802.0 104.4 580.2 48.8 AGGREGATE FLOW ANALYSIS! TOTAL FLOW AT SOURCE 580.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 330.2 GPM r:. 9 A arrrrrrrr r kRr'i t1vrY . h1 w .ew.NT• y.,. r 1t k r. r; g o f 4, z i s h y 44 W t i 1 1 Y 1 _ r 7, r, j NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) 1 0.0 SOURCE 48.8 330.2 2 5.0 46.5 3 5.0 37.5 4 0.0 38.9 6 19.0 30.5 7 19.0 28.6 8 19.0 28.0 9 19.0 27.3 10 19.0 27.7 11 19.0 27.0 12 19.0 28.8 13 19.0 28.2 14 19.0 26.8 I 15 19.0 25.9 16 19.0 25.8 17 19.0 22.7 18 19.6 25.6 19 19.0 22.3 20 19.0 25.3 21 20.0 K= 5.60 18.7 24.2 22 20.0 K= 5.80 18.6 24.1 23 20.0 K= 5.60 18.6 24.1 24 20.0 K= 5.60 16.1 22.4 25 20.0 K= 5.60 16.6 22.8 26 20.0 17.5 27 20.0 18.8 28 19.0 20.6. 29 19.0 25.3 30 20.0 K= 5.60 18.2 23.9 31 20.0 K= 5.60 18.0 23.7 32 20.0 K= 5.60 18.0 23.7 33 20.0 K= 5.60 18.1 23.8 34 20.0 K= 5.60 16.0 22.4 r:. 9 A arrrrrrrr r kRr'i t1vrY . h1 w .ew.NT• y.,. r 1t k r. r; g o f 4, z i s h y 44 W t i 1 1 Y 1 _ r 7, r, j t r:. t i Grooved Fire Protection Products The fader in Fire Protection products Innovation. Ftrelgdc Products cwWm a center to-end dimmsion then Fct 5 compiete listing of UL Elated unicius 11 designed for &e ptouftm buge allm the atetoommeke s Protection servicescgsMoen! 0.01. V V LC CAD - developed, hydmdynawc esme Dow charsariettcs anOdesignwhichhaveashorterstandardiunDewDttirgs. Style 005 FbeLock style 005 rigid coupWq style 744 style 744 Firefack Flangeadapter FlnLocknl Rigid hat aur4m. Patemed e"de•Ped FlreLock Flange Adapter M designed for directly Couplings deep which albws the housings tncarpocating banged components P W to offset while damping the with AM CL. 125 or CL. 150 bolt grooves, By whim og the hole patterns Into 3groovedpipe 0 , tainrod d are Wittier! foreery hmMjg with The FkdA& wsfempovldes integral end tabs which far3htare To" forverveolxmectian. Bra aseetnbly' makno. bag straight nine. support The design incorporates smell and hanging tequtrements teeth inside the key uhoulder I.D. 00M . to NFPA 13Spdnkbr to Prevent rotation. lof 1 u C Ranges! 10.04. Request10.M. Q 36 Ma1. MBW 1 Wall. Wd" 9' iAlt 1-.7 7' MN. M mm VWL PP sr fora,. 5 5.56 mm kfa k9 w 125 f12147 171 175 32 I= 6 1.13 03 0klrrrlon4 1200 ApnL 150 0540 Apx. MML walkYfallaaatlm IAT 210 Wig. Nom Work a8Att2001 W. a6 i200 160 i4? 09 lie 200 129 CB900M1 176 1.90 ITS M 1,80 0934 kp M kkPPa W 3 i5 5.M 14.96 2.0 6.00 2.7 6 175 11.00 4 175 5.90 2.07 3.1 100 1205 175 53 1.1 4%1: i gigs 53 4 5 175 22 2 12.00 125 1 2.9 200 179 i2M 20 S]7 205%q 42 175 8.11 5 %t 17512M 86220 2.0753 42251 5 175 9.72 2.07 5.0 1150 1200 247 53 2.3 313 63 9.72 2.07 9.91 614= 7.1 1 IM 1200 i o 9.72 2.07 z9e%i d tlr dualda 7 5 Rrernd, CT536 ITS M 6131001 113201335 36 On PWOL001 noings v,narl v aqr or Rggype vaWea"wad aapmM a v1C1awG mm V, fJlack disc dknor" b s"" proctor clostaltce. R WA& Alrq• adeplats d101ad not be used a WOW pOMh for ft4ods across rlorkaa0rai - oft 7 AWQ fLft r faced flanges, valve. etc.. rogwe des use of F &oa Ranpa 1vww. ReLock f Wlga gross nalak,ap be auwrkftd wdh IM color coded IM an the pips W4 ar cow op hang ft "WV f1sr10e BN y1049a% kdyar Nom on pays 10. IStyle 744 Sealing Surfaos slss Yidlsehr MBW 1 YL R A' Mss. 9' iAlt 1-.7 7' MN. M mm B 2.35 3.11 5 5.56 5.71 50 x A w 125 141 171 175 2737 OQoOO 6 1.13 Mac 0klrrrlon4 176 ApnL 150 Ma. Dklsilsio r Apx. MML walkYfallaaatlm IAT 210 Wig. Nom Work WhWmm Wig. aim Pros. Ea W. ft. Ea. 160 114 141 lie 200 2X314 CB900M1 176 1.90 LbL emm, lope W X kp M kkPPa W x kg 2 175 76 6.00 2.7 6 175 11.00 10.00 6.3 50 12W 172 152 1.2 125 1200 279 251 39 2A 175 7.89 7 w- 4.2 9 175 12.00 1Lon 9.3 200 179 1.9 150 1200 305 279 42 175 8.11 7.50 4.9 8 175 14.63 13.50 13.9 110D12W 1200 214 191 22 200 1200 372 313 63 176 9.91 9.00 7.1 1 IM I in I 1200 252 229 3 2 FWloa adaoWS OO.Ad nor ba wadBarsrudtlrdualdatWkaadmnkidn. Rrernd, On PWOL001 noings v,narl v aqr or Rggype vaWea"wad aapmM a v1C1awG mm V, fJlack disc dknor" b s"" proctor clostaltce. R WA& Alrq• adeplats d101ad not be used a WOW pOMh for ft4ods across rlorkaa0rai - oft 7 AWQ fLft r faced flanges, valve. etc.. rogwe des use of F &oa Ranpa 1vww. ReLock f Wlga gross nalak,ap be auwrkftd wdh IM color coded IM an the pips W4 ar cow op hang ft "WV f1sr10e BN y1049a% kdyar Nom on pays 10. IStyle 744 Sealing Surfaos slss Yidlsehr MBW 1 YL R A' Mss. 9' iAlt 1-.7 7' MN. M mm 2 2.35 3.11 5 5.56 5.71 50 M e7 125 141 171 175 2737 W) 6 1.13 1978e666 176 1A5 150 168 1.19 1112X! Be 1.15 IAT 210 252a5 1112X1114 CUMS41 zoo 176 192 4 4,50 5.53 C 160 114 141 lie I is 1 U3110 WFICK0 SUBMITTAL SHEET 95.' l I'.I .: 171 I vR. 1111111 I' \ \: I7I I ? ?X- '11!!!11. 1111 1. F It I'. I': iXlllll '1'19. !1111'1 umo r-• NOMINAL ITEM MAIL 0111110111100111 WEIGHT aIa CODE wORIaNO RACH IN • Pal A B PECE 1 lie 1 0.66 1/M CBOOOM 17i 1.16 1.7f 1 11/1 Bf0056 116 1.91 151 160 2 cs9ooe6 176 s Cld Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: LAKE CHEVROLET PIPE DATA PIPE TAG END EL.EV. NODES (FT) Pipe: 1 1 0.0 2 5.0 Pipe: 2 2 5.0 3 5.0 O(GPM) DIA(IN) LENGTH PRESS. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. K) (PSI) (GPM) F.L. /FT (PSI) 330.2 6.010 PL 55.00 OF 0.2 SRCE 48.8 (N /A) 3.7 140 FTG - - -- PE 2.2 0.0 46.5 0.0 0.004 TL 55.00 PV 0.1 FIXED PRESSURE LOSS DEVICE 0.0 46.5 0.0 9.0 psi, 330.2 gpm 0.0 37.5 0.0 Pipe: 3 330.2 6.010 PL 201.00 PF 0.7 3 5.0 0.0 37.5 3.0 3.7 150 FTG 36.40 PE 2.2 4 0.0 0.0 38.9 0.0 0.003 TL 237.40 PV 0.1 Pipe: 4 330.2 6.010 PL 3.00 PF 0.1 4 0.0 0.0 38.9 0.0 3.7 140 FTG 18.20 PE 1.3 5 3.0 0.0 37.5 0.0 0.004 TL 21.20 PV 0.1 Pipe: 5 330.2 6.357 PL 19.00 PF 0.1 5 3.0 0.0 37.5 0.0 3.3 120 FTG - - -- PE 6.9 6 19.0 0.0 30.5 0.0 0.004 TL 19.00 PV 0.1 Pipe: 6 183.7 3.340 PL 53.50 PF 1.9 19.0 0.0 30.5 0.0 6.7 120 FTG 15.00 PE 0.0 t) 8 7 19.0 0.0 28.6 0.0 0.028 TL 88.50 PV 0.3 Pipe: 7 183.7 3.340 PL 5.50 PF 0.6 7 19.0 0.0 28.6 0.0 6.7 120 FTG 15.00 rE 0.0 8 19.0 0.0 28.0 0.0 0.028 TL 20.50 PV 0.3 Pipe: 8 146.4 3.340 PL 153.50 PF 3.2 6 19.0 0.0 30.5 0.0 5.4 120 FTG 22.00 PE 0.0 9 19.0 0.0 27.3 0.0 0.018 TL 175.50 PV 0.2 Pipe: 9 8.9 1.650 PL 202.00 PF 0.7 8 19.0 0.0 28.0 0.0 1.3 120 FTG 28.00 PE 0.0 9 19.0 0.0 27.3 0.0 0.003 TL 230.00 PV 0.0 Pipe: 10 155.3 3.340 PL 16.00 PF 0.3 9 19.0 0.0 27.3 0.0 5.7 120 FTG ---- PE 0.0 11 19.0 0.0 27.0 0.0 0.020 TL 16.00 PV 0.2 Pipe: 11 174.9 3.340 PL 12.00 PF 0.3 8 19.0 0.0 28.0 0.0 6.4 120 FTG - - -- PE 0.0 10 19.0 0.0 27.7 0.0 0.026 TL 12.00 PV 0.3 Pipe: 12 8.9 1.650 PL 206.00 PF 0.8 10 19.0 0.0 27.7 0.0 1.3 120 FTG 32.00 PE 0.0 11 19.0 0.0 27.0 0.0 0.003 TL 238.00 PV 0.0 1 Pipe: 13 164.2 3.340 PL 34.00 PF 0.8 11 19.0 0.0 27.0 0.0 6.0 120 FTG - - -- PE 0.0 13 19.0 0.0 26.2 0.0 0.023 TL 34.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSI£ Page 4 JOB TITLE: LAKE CHEVROLET PIPE DATA (cont'd) F-IPE TAG O(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 14 166.0 3.340 PL 38.00 PF 0.9 10 19.0 0.0 27.7 0.0 6.1 120 FTG - - -- PE 0.0 12 19.0 0.0 28.8 0.0 0,023 TL 38.00 PV 0.2 Pipe: 15 8.3 1.650 PL 202.00 PF 0.6 12 19.0 0.0 26.8 0.0 1.2 120 FTG 28.00 PE 0.0 13 19.0 0.0 28.2 0.0 0.003 TL 230.00 P'/ 0.0 Pipe: 16 172.5 3.340 PL 12.80 PF 0.3 13 19.0 0.0 26.2 0.0 8.3 120 FTG - - -- PE 0.0 15 19.0 0.0 25.9 0.0 0.025 TL 12.60 PV 0.3 Pipe: 17 157.7 3.A40 PL 12.80 PF 0.3 12 19.0 0.0 26.8 0.0 5.8 120 FTG - - -- PE 0.0 14 19.0 0.0 26.6 0.0 0.021 TL 12.60 PV 0.2 Pipe: 18 8.6 1.850 PL 202.00 PF 0.7 14 19.0 0.0 26.6 0.0 1.3 120 FTG 28.00 PE 0.0 15 19.0 0.0 25.9 0.0 0.003 TL 230.00 PV 0.0 Pipe: 19 181.1 3.340 PL 101.00 PF 3.1 115 19.0 0.0 25.9 0.0 6.8 120 FTG 14.00 PE 0.0 17 19.0 0.0 22.7 0.0 0.027 TL 115.00 PV 0.3 Pipe: 20 149.0 3.340 PL 28.50 PF 0.8 14 19.0 0.0 26.6 0.0 5.5 120 FTG 14.00 PE 0.0 18 19.0 0.0 25.8 0.0 0.019 TL 42.50 PV 0.2 Pipe: 21 26.4 1.850 PL 98.00 PF 3.0 18 19.0 0.0 25.8 0.0 4.0 120 FTG 28.00 PE 0.0 17 19.0 0.0 22.7 0.0 0.024 TL 126.00 PV 0.1 Pipe: 22 207.6 3.340 PL 12.30 PF 0.4 17 19.0 0.0 22.7 0.0 7.6 120 FTG - - -- PE 0.0 19 19.0 0.0 22.3 0.0 0.035 TL 12.30 PV 0.4 Pipe: 23 122.6 3.340 PL 12.30 PF 0.2 j 16 19.0 0.0 25.8 0.0 4.5 120 FTG - --- PE 0.0 I 18 19.0 0.0 25.6 0.0 0.013 TL 12.30 PV 0.1 r Pipe: 24 27.7 1.650 PL 98.00 PF 3.3 18 19.0 0.0 25.6 0.0 4.2 120 FTG 28.00 PE 0.0 j 19 19.0 0.0 22.3 0.0 0.026 TL 126.00 PV 0.1 Pipe: 25 235.2 3.340 PL 38.00 PF 1.7 19 19.0 0.0 22.3 0.0 8.6 120 FTG - - -- PE 0.0 28 19.0 0.0 20.6 0.0 0.044 TL 38.00 PV 0.5 l Pipe: 26 94.9 3.340 PL 38.00 PF 0.3 18 19.0 0.0 25.6 0.0 3.5 120 FTG - - -- PE 0.0 20 19.0 0.0 25.3 010 0.008 TL 38.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: LAKE CHEVROLET NODE ANALYSIS DATA (cont'd) n $, NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) 35 20.0 - - 18.7 36 19.0 - - 20.4 37 20.0 K= 5.60 17.3 23.3 38 20.0 K= 5.80 18.6 24.2 39 19.0 - - 20.1 40 20.0 K= 5.60 17.3 23.3 41 20.0 K= 5.60 18.6 24.1 42 19.0 - - 20.1 Cld Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: LAKE CHEVROLET PIPE DATA PIPE TAG END EL.EV. NODES (FT) Pipe: 1 1 0.0 2 5.0 Pipe: 2 2 5.0 3 5.0 O(GPM) DIA(IN) LENGTH PRESS. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. K) (PSI) (GPM) F.L. /FT (PSI) 330.2 6.010 PL 55.00 OF 0.2 SRCE 48.8 (N /A) 3.7 140 FTG - - -- PE 2.2 0.0 46.5 0.0 0.004 TL 55.00 PV 0.1 FIXED PRESSURE LOSS DEVICE 0.0 46.5 0.0 9.0 psi, 330.2 gpm 0.0 37.5 0.0 Pipe: 3 330.2 6.010 PL 201.00 PF 0.7 3 5.0 0.0 37.5 3.0 3.7 150 FTG 36.40 PE 2.2 4 0.0 0.0 38.9 0.0 0.003 TL 237.40 PV 0.1 Pipe: 4 330.2 6.010 PL 3.00 PF 0.1 4 0.0 0.0 38.9 0.0 3.7 140 FTG 18.20 PE 1.3 5 3.0 0.0 37.5 0.0 0.004 TL 21.20 PV 0.1 Pipe: 5 330.2 6.357 PL 19.00 PF 0.1 5 3.0 0.0 37.5 0.0 3.3 120 FTG - - -- PE 6.9 6 19.0 0.0 30.5 0.0 0.004 TL 19.00 PV 0.1 Pipe: 6 183.7 3.340 PL 53.50 PF 1.9 19.0 0.0 30.5 0.0 6.7 120 FTG 15.00 PE 0.0 t) 8 7 19.0 0.0 28.6 0.0 0.028 TL 88.50 PV 0.3 Pipe: 7 183.7 3.340 PL 5.50 PF 0.6 7 19.0 0.0 28.6 0.0 6.7 120 FTG 15.00 rE 0.0 8 19.0 0.0 28.0 0.0 0.028 TL 20.50 PV 0.3 Pipe: 8 146.4 3.340 PL 153.50 PF 3.2 6 19.0 0.0 30.5 0.0 5.4 120 FTG 22.00 PE 0.0 9 19.0 0.0 27.3 0.0 0.018 TL 175.50 PV 0.2 Pipe: 9 8.9 1.650 PL 202.00 PF 0.7 8 19.0 0.0 28.0 0.0 1.3 120 FTG 28.00 PE 0.0 9 19.0 0.0 27.3 0.0 0.003 TL 230.00 PV 0.0 Pipe: 10 155.3 3.340 PL 16.00 PF 0.3 9 19.0 0.0 27.3 0.0 5.7 120 FTG ---- PE 0.0 11 19.0 0.0 27.0 0.0 0.020 TL 16.00 PV 0.2 Pipe: 11 174.9 3.340 PL 12.00 PF 0.3 8 19.0 0.0 28.0 0.0 6.4 120 FTG - - -- PE 0.0 10 19.0 0.0 27.7 0.0 0.026 TL 12.00 PV 0.3 Pipe: 12 8.9 1.650 PL 206.00 PF 0.8 10 19.0 0.0 27.7 0.0 1.3 120 FTG 32.00 PE 0.0 11 19.0 0.0 27.0 0.0 0.003 TL 238.00 PV 0.0 1 Pipe: 13 164.2 3.340 PL 34.00 PF 0.8 11 19.0 0.0 27.0 0.0 6.0 120 FTG - - -- PE 0.0 13 19.0 0.0 26.2 0.0 0.023 TL 34.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSI£ Page 4 JOB TITLE: LAKE CHEVROLET PIPE DATA (cont'd) F-IPE TAG O(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 14 166.0 3.340 PL 38.00 PF 0.9 10 19.0 0.0 27.7 0.0 6.1 120 FTG - - -- PE 0.0 12 19.0 0.0 28.8 0.0 0,023 TL 38.00 PV 0.2 Pipe: 15 8.3 1.650 PL 202.00 PF 0.6 12 19.0 0.0 26.8 0.0 1.2 120 FTG 28.00 PE 0.0 13 19.0 0.0 28.2 0.0 0.003 TL 230.00 P'/ 0.0 Pipe: 16 172.5 3.340 PL 12.80 PF 0.3 13 19.0 0.0 26.2 0.0 8.3 120 FTG - - -- PE 0.0 15 19.0 0.0 25.9 0.0 0.025 TL 12.60 PV 0.3 Pipe: 17 157.7 3.A40 PL 12.80 PF 0.3 12 19.0 0.0 26.8 0.0 5.8 120 FTG - - -- PE 0.0 14 19.0 0.0 26.6 0.0 0.021 TL 12.60 PV 0.2 Pipe: 18 8.6 1.850 PL 202.00 PF 0.7 14 19.0 0.0 26.6 0.0 1.3 120 FTG 28.00 PE 0.0 15 19.0 0.0 25.9 0.0 0.003 TL 230.00 PV 0.0 Pipe: 19 181.1 3.340 PL 101.00 PF 3.1 115 19.0 0.0 25.9 0.0 6.8 120 FTG 14.00 PE 0.0 17 19.0 0.0 22.7 0.0 0.027 TL 115.00 PV 0.3 Pipe: 20 149.0 3.340 PL 28.50 PF 0.8 14 19.0 0.0 26.6 0.0 5.5 120 FTG 14.00 PE 0.0 18 19.0 0.0 25.8 0.0 0.019 TL 42.50 PV 0.2 Pipe: 21 26.4 1.850 PL 98.00 PF 3.0 18 19.0 0.0 25.8 0.0 4.0 120 FTG 28.00 PE 0.0 17 19.0 0.0 22.7 0.0 0.024 TL 126.00 PV 0.1 Pipe: 22 207.6 3.340 PL 12.30 PF 0.4 17 19.0 0.0 22.7 0.0 7.6 120 FTG - - -- PE 0.0 19 19.0 0.0 22.3 0.0 0.035 TL 12.30 PV 0.4 Pipe: 23 122.6 3.340 PL 12.30 PF 0.2 j 16 19.0 0.0 25.8 0.0 4.5 120 FTG - --- PE 0.0 I 18 19.0 0.0 25.6 0.0 0.013 TL 12.30 PV 0.1 r Pipe: 24 27.7 1.650 PL 98.00 PF 3.3 18 19.0 0.0 25.6 0.0 4.2 120 FTG 28.00 PE 0.0 j 19 19.0 0.0 22.3 0.0 0.026 TL 126.00 PV 0.1 Pipe: 25 235.2 3.340 PL 38.00 PF 1.7 19 19.0 0.0 22.3 0.0 8.6 120 FTG - - -- PE 0.0 28 19.0 0.0 20.6 0.0 0.044 TL 38.00 PV 0.5 l Pipe: 26 94.9 3.340 PL 38.00 PF 0.3 18 19.0 0.0 25.6 0.0 3.5 120 FTG - - -- PE 0.0 20 19.0 0.0 25.3 010 0.008 TL 38.00 PV 0.1 F, S"; tAllYvP4 . .' q n $, ly rt r, I fyJ..4 .'' F. a LLf J. s" r , r . , -..• -_<" . , a .r.. .'; " L .e r J' t tL h1 ,,,,, .},6< j,Jf nLKApeL w o,,,r.- .yl'• -.:. c. f .. 1. 4'`" .4]!, .nk ._ .. ,.. :."r • 'kJ's,- Xy,u wlf Gt1X.' YDt1iYV}+ SJ r 1• wo i t i t N16 EDDYLITE PIPE m"' nnoose " cannwwv A co~ Flow Standard Pressure Drop of Water per 100 Feet (pan UL CUL C. 120 O.D. Threaded PIPE If Y PIPE to. 1.315ID. 13.20ID. 61 1 -1/4' 1' 1.094 11/4' 1.441 11/2' 1.675 2- 2.150 GPM W31sec velocity pros drop velocity pros drop velocity pros drop velocity pres drop fuaec Psi tLisec psi 11/sec psi flisec psi 1 0.0022 0.3413 0.0416 0.1967 0.0109 0.1456 0.0052 0.0884 0.0015 2 0.0045 0.6828 0.1498 0,3935 0.0392 0.2912 0.0188 0.1767 0.0058 4 0.0089 1.3653 0.5401 0.7869 0.1412 0.6624 0.0678 0.3535 0.0201 8 0.0134 2.0479 1.1435 1.1804 0.2989 0.8738 0.1436 0.6302 0.0426 8 0.0178 2.7305 1.9470 1.5738 0.5090 1.1648 0.2446 0.7070 0.0725 10 0.0223 3.4131 2.9420 1.9673 0.7691 1.4580 0.3698 0.8837 0.1096 15 0.0334 5.1197 6.2288 2.9509 1.6283 2.1840 0.7825 1.3256 0.2320 20 0.0446 e.8263 10 -8058 3.9345 2.7725 2.9120 1.3323 1.7674 0.3950 25 0.0557 8.5328 16.0261 4.9181 4.1894 3.6400 2.0132 2.2093 0.5969 30 0.0668 10.2394 22.4560 5.9016 5.8699 4.3660 2.8208 2.6511 0.6363 40 0.0891 13.8525 38.2340 7.8690 9.9947 5.8240 4.8030 3.5348 1.4239 1 50 0.1114 17.0657 57.7741 9.8383 15.1027 7.2799 7.2576 4.4166 2,1517 60 0.1337 11.8035 21.1812 8.7359 10.1691 5.3023 3.0146 80 0.1782 15.7380 36.0310 11.6479 17.3148 7.0697 5.1333 100 0.2228 19.6725 54.4452 14.5599 26.1838 8.8371 7.7587 150 0.3342 21.8398 55.3949 13.2557 16.4228 200 0.4458 17.6742 27.9530 300 0.6684 26.5114 59.2042 400 0.8912 500 1.1140 600 1.3368 Pressure drop calculations were determined on the basis of the Hazen- Wllllams formula per section 7 -4.1.1 of NFPA 13 3194 BULL MOOSE TUBE EDDYLITE PIPE The Superior Sprinkler Pipe Bull Moose Eddylite Pipe is a ;'readable lightweight Sprinkler Pipe manufactured 1" through 2" and is a truly unique product within the fire protection industry. This product has been engineered to provide lower cost sprinkler protection without compromising service life, adequate wall thickness, or standard O.D. dimensions. Eddylite Pipe is manufactured to ASTM A -135 and A -795 specifications and has been fully approved by Factory Mutual and listed by Underwriter's Labs for use in the U.S. and Canada for sprinkler systems having working pressures of 300 PSI or less. Corrosion Resistance Ratio (CRR) Nominal Standard UL, CUL UL CUL BundN Pipe Size O.D. Threaded Untltnaded Unthruded Size 1' 1.315 0.74 13.20 71 61 1 -1/4' 1.880 0.48 8.46 81 37 1 -112' 1.900 0.47 7.36 60 37 2' 2.375 0.38 5.96 50 37 Advantages of Bull Moose Eddylite: Lighter weight than Schedule 40. Exceptionally strong, exceeds ASTM A -135 minimum yield and tensile requirements. Superior burst strength and corrosion resistance ratio compared to other lightweight threadable pipe, such as BLT• or XL**. Can be used with standard couplings, fittings and valves. Lower-sprinkler system costs. Freight savings. Eddylite offers better hydraulics than Dyna- Thread 40', Super 40•0, Eddythread 40 and Schedule 40 products. Standard O.D. dimensions. Wall thickness and weight greater than Schedule 10 and most other lightwali threadable pipe on the market today. Superior to other Iightwall threadable products such as BLT• or XL**- RLT4 C 4- Thread 40arr Tiadenwrb ofAmrrican Tube 6 Pip. 1'L 6 Super 40 are Trademarks ofAllied rube and Conduit Inc. For additionalinformation, contact yoursalesperson today at (800) 3254467 or (314) 537.2800 in the U.S.A., or from Canada call (800) 862 -4886. c 5195 Sw i1 .. f Z, x x. t d i7 W6 r. t I " r lUl R •; ti k. 1i npl.l ootwnAeA• VON rn4as r a U" HANGER t Size Range - 3/4 thru 8 inch pipe. Material - Carbon Steel Function - Used to support piping from wood beams where no contraction is expected. Used extensively in automatic fire sprir>ider systems. Approuah - Meets or exceeds the requirements of !National Fee Protection Association (NFPA). Pamphlot 013. Finish - Plain, Electro4alvanized, HDG, and Stainless Steel. Order By - Figure number. pipe aim, length. and fmbli. F-, LOAM 3/4 5/16 16x2• 260 3T- 11-4 W • ; ° lt9D 1.1/4 & ' 260 i y5`/// 16 16 lefti{ 5/16 16x2' 250 318 9/8x2-1/2" 32D PECFY -A " "saw" WSI) 3/8 1/2x3" 560 r7 ai•tw4 e } _.: f(( -'. , Y# i rr N y0 l ± , t• i'fifd" :P'r "?• krr ? r,.?'b'SY.• A[.,'' i a i+f v' rT e {+ r:4V ' -:!i. •L >;7 „• ...,Y. •t iR -m! .. .'Y..' .. .. ro... ', ,. `r .1:. f,!Sr_,f/JF t.,Y. iwiR+} -A SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: LAKE CHEVROLET PIPE DATA ( cont'd) Page 6 PIPE TAG QIGPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 40 -21.8 1.650 PL 9.10 PF 0.2 32 20.0 5.6 18.0 23.7 3.2 120 FTG - - -- PE 0.0 33 20.0 5.6 18.1 23.8 0.016 TL 9.10 PV 0.1 Pipe: 41 -45.4 1.550 PL 1.00 PF 0.8 33 20.0 5.6 18.1 23.8 8.8 120 FTG 8.00 PE 0.0 35 20.0 0.0 18.7 0.0 0.065 TL 9.00 PV 0.3 Pipe: 42 -22.4 1.087 PL 13.00 PF 2.7 34 20.0 5.8 16.0 22.4 7.7 120 FTG 7.00 PE 0.0 35 20.0 0.0 18.7 0.0 0.135 TL 20.00 PV 0.4 Pipe: 43 -67.8 1.650 PL 1.00 PF 1.2 35 20.0 0.0 18.7 0.0 10.2 120 FTQ 8.00 PE G.4 as 19.0 0.0 20.4 0.0 V.137 TL 9.00 PV 0.' Pipe: 44 94.9 3.340 PL 13.50 PF 0.2 36 19.0 0.0 20.4 0.0 3.5 120 FTG 14.00 PE 0.0 39 19.0 0.0 20.1 0.0 0.008 TL 27.50 PV 0.1 Pipe: 45 -23.3 1.087 PL 9.00 PF 1.3 37 20.0 5.8 17.3 23.3 8.1 120 FTQ - - -- PE 0.0 38 20.0 5.8 18.6 24.2 0.145 TL 9.00 PV 0.4 Pipe: 46 -47.5 1.650 PL 3.50 PF 1.1 38 20.0 5.8 18.8 24.2 7.1 120 FTG 12.00 PE 0.4 39 19.0 0.0 20.1 0.0 0.071 TL 15.50 PV 0.3 Pipi: 47 47.4 3.340 PL 10.00 PF 0.0 39 19.0 0.0 20.1 0.0 1.7 120 FTG - - -- PE 0.0 42 19.0 0.0 20.1 0.0 0.002 TL 10.00 PV 0.0 Pipe: 48 -23.3 1.087 PL 9.00 PF 1.3 40 20.0 5.8 17.3 23.3 8.0 120 FTQ - - -- PE 0.0 41 20.0 5.6 18.6 24.1 0.145 TL 9.00 PV 0.4 Pipe: 49 -47.4 1.650 PL 3.50 PF 1.1 41 20.0 5.6 18.8 24.1 7.1 120 FTG 12.00 PE 0.4 42 19.0 0.0 20.1 0.0 0.071 TL 15.50 PV 0.3 NOTES: 1) Calculations were performed by the HASS 6.0.0 computer program 9878Z 33 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 1 (2) The system has been balanced to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.090 gpm. t J; y +Kj +eF p.a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 tf ; ". JOB TITLE: LAKE CHEVROLET 3) Velocity pressures are printed for informrtion only, and are not used in balancing the system. Maximum water velocity in any pipe is 10.9 ft /sec. a f I WAN r FtY; Y • i aJ«\ • ` t ki?y,3 r rPs I fr f istb' <1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 JOB TITLE: LAKE CHEVROLET PIPE DATA cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) K) PSI) (GPM) F.L. FT PSI) Pipe: 27 45.2 1.850 PL 79.00 PF 8.1 20 19.0 0.0 25.3 0.0 6.8 120 FTG 18.00 PE 0.4 21 20.0 5.6 18.7 24.2 0.085 TL 95.00 PV 0.3 Pipe: 28 21.0 1.650 PL 9.10 PF 0.1 21 20.0 5.6 18.7 24.2 3.1 120 FTG PE 0.0 22 20.0 5.8 18.6 24.1 0.018 TL 9.10 PV 0.1 ripe: 29 3.2 1.850 PL 9.10 PF 0.0 22 20.0 5.6 18.6 24.1 0.5 120 FTG PE 0.0 23 20.0 5.8 18.6 24.1 0.003 TL 9.10 PV 0.0 Pipe: 30 27.3 1.850 PL 1.00 PF 0.2 23 20.0 5.6 18.6 24.1 4.1 120 FTG 8.00 PE 0.0 27 20.0 0.0 18.8 0.0 0.u28 TL 9.00 PV C.1 Pipe: 31 22.4 1.087 PL 8.00 PF 1.5 24 20.0 5.8 16.1 22.4 7.8 120 FTG 5.00 PE 0,0 28 20.0 0.0 17.5 0.0 0.135 TL 11.00 PV 0.4 Pipe: 32 22.8 1.087 PL 2.00 PF 1.0 25 20.0 5.8 16.8 22.8 7.9 120 FTG 5.00 PE 0.0 S 20.0 0.0 17.5 0.0 0.139 TL 7.00 PV 0.4 Pipe: 33 45.2 1.650 PL 11.30 PF 1.3 26 20.0 0.0 17.5 0.0 6.8 120 FTQ 8.00 PE 0.0 27 20.0 0.0 18.8 0.0 0.065 TL 19.30 PV 0.3 Pipe: 34 72.6 1.650 PL 1.00 PF 1.4 27 20.0 0.0 18.8 0.0 10.9 120 FTG 8.00 PE 0.4 28 19.0 0.0 20.8 0.0 0.155 TL 9.00 PV 0.8 Pipe: 35 162.7 3.340 PL 12.00 PF 0.3 28 19.0 0.0 20.6 0.0 6.0 120 FTG PE 0.0 i 36 19.0 0.0 20.4 0.0 0.022 TL 12.00 PV 0.2 Pipe: 38 49.8 3.340 PL 12.00 PF 0.0 f 20 19.0 0.0 25.3 0.0 1.8 120 FTG PE 0.0 t 1 29 19.0 0.0 25.3 0.0 0.002 TL 12.00 PV 0.0 f[ Pipe: 37 39.8 1.650 PL 70.00 PF 8.7 j 29 19.0 0.0 25.3 0.0 7.5 120 FTG 18.00 PE 0.4 s 30 20.0 5.6 18.2 23.9 0.077 TL 86.00 PV 0.4 Pipe: 38 25.9 1.650 PL 9.10 PF 0.2 30 20.0 5.6 18.2 23.9 3.9 120 FTG PE 0.0 iii 31 20.0 5.6 18.0 23.7 0.023 TL 9.10 PV 0.1 Pipe: 39 2.2 1.850 PL 9.10 PF 0.0 31 20.0 5.8 18.0 23.7 0.3 120 FTG PE 0.0 g 32 20.0 5.6 18.0 23.7 0.000 TL 9.10 PV 0.0 r7 ai•tw4 e } _.: f(( -'. , Y# i rr N y0 l ± , t• i'fifd" :P'r "?• krr ? r,.?'b'SY.• A[.,'' i a i+f v' rT e {+ r:4V ' -:!i. •L >;7 „• ...,Y. •t iR -m! .. .'Y..' .. .. ro... ', ,. `r .1:. f,!Sr_,f/JF t.,Y. iwiR+} -A SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: LAKE CHEVROLET PIPE DATA ( cont'd) Page 6 PIPE TAG QIGPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 40 -21.8 1.650 PL 9.10 PF 0.2 32 20.0 5.6 18.0 23.7 3.2 120 FTG - - -- PE 0.0 33 20.0 5.6 18.1 23.8 0.016 TL 9.10 PV 0.1 Pipe: 41 -45.4 1.550 PL 1.00 PF 0.8 33 20.0 5.6 18.1 23.8 8.8 120 FTG 8.00 PE 0.0 35 20.0 0.0 18.7 0.0 0.065 TL 9.00 PV 0.3 Pipe: 42 -22.4 1.087 PL 13.00 PF 2.7 34 20.0 5.8 16.0 22.4 7.7 120 FTG 7.00 PE 0.0 35 20.0 0.0 18.7 0.0 0.135 TL 20.00 PV 0.4 Pipe: 43 -67.8 1.650 PL 1.00 PF 1.2 35 20.0 0.0 18.7 0.0 10.2 120 FTQ 8.00 PE G.4 as 19.0 0.0 20.4 0.0 V.137 TL 9.00 PV 0.' Pipe: 44 94.9 3.340 PL 13.50 PF 0.2 36 19.0 0.0 20.4 0.0 3.5 120 FTG 14.00 PE 0.0 39 19.0 0.0 20.1 0.0 0.008 TL 27.50 PV 0.1 Pipe: 45 -23.3 1.087 PL 9.00 PF 1.3 37 20.0 5.8 17.3 23.3 8.1 120 FTQ - - -- PE 0.0 38 20.0 5.8 18.6 24.2 0.145 TL 9.00 PV 0.4 Pipe: 46 -47.5 1.650 PL 3.50 PF 1.1 38 20.0 5.8 18.8 24.2 7.1 120 FTG 12.00 PE 0.4 39 19.0 0.0 20.1 0.0 0.071 TL 15.50 PV 0.3 Pipi: 47 47.4 3.340 PL 10.00 PF 0.0 39 19.0 0.0 20.1 0.0 1.7 120 FTG - - -- PE 0.0 42 19.0 0.0 20.1 0.0 0.002 TL 10.00 PV 0.0 Pipe: 48 -23.3 1.087 PL 9.00 PF 1.3 40 20.0 5.8 17.3 23.3 8.0 120 FTQ - - -- PE 0.0 41 20.0 5.6 18.6 24.1 0.145 TL 9.00 PV 0.4 Pipe: 49 -47.4 1.650 PL 3.50 PF 1.1 41 20.0 5.6 18.8 24.1 7.1 120 FTG 12.00 PE 0.4 42 19.0 0.0 20.1 0.0 0.071 TL 15.50 PV 0.3 NOTES: 1) Calculations were performed by the HASS 6.0.0 computer program 9878Z 33 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 1 (2) The system has been balanced to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.090 gpm. t J; y +Kj +eF p.a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 tf ; ". JOB TITLE: LAKE CHEVROLET 3) Velocity pressures are printed for informrtion only, and are not used in balancing the system. Maximum water velocity in any pipe is 10.9 ft /sec. a f I WAN r FtY; Y • i aJ«\ • ` t ki?y,3 r r Ps I fr f istb' <1