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HomeMy WebLinkAbout31400 CASINO DR_ 97-1130 (7)31400 CASINO DR. 97 -1130 3%6 1Lc0 rNCOerr„t /o coaora CA. non MUM 79 FIG. 200 TRIMLINE" ADJUSTABLE RING HANGER i Size Rjnge - 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 on swivel nut holds it securc:y in hanger before installation. Swivel nut is easily removed. Appirovole - Undervuiters' Laboratorles listed and Factory Mutual Ensineering approved. Conforms to Federal Specification WW- H -171E, type 10, aryl Manufacturers Starxlarmzation Society SP-69, type 10. Maximum Temperature - 6WF I Finish - Mil. Go-w atized, HDG, and Stainless Steel. a1 Order By - Figu to number and pipe size. i 4'J i Tr 1 S "- f m r qiS mss,. 1/2 3/8 3-1/8 2q.5//8 1.3/8 1 x 5/8 400 11 9/:::r r ui(L3YE. - TAG (PSI) AWN0. W0J1': OU dell 1 3/8 3.3/8 2.5/8 1.1/8 169a x 5/8 400 12 1414 xe f9/4 "! z4/8 -7 :; g x+"15 /8 '' qOp yi9 , i U? 3/8 3.7/8 2.7/8 1 169s x 5/8 400 14 2 318 4.1/4 3 ...,I 16gax 5/8 _ 400 15 2.1/2 3/8 5.5/8 4.1/8 1.3/4 169a x 1 600 27 3 .s:z($ ,w :: br$--.: ,v6 ix -'_I' 30.5 if-It '41'. .( 100 tt1 3•:/2 6 7.3/8 5.1/4 2.3/8 1 x 1 600 34 4• 28.0 9 19.0 5 2 9.1/8 6.1/4 2.3/8 14gax 1.2/16 1250 66 V 7.7.7 11 19.0 8 1/2 13.10 " 8.3/4 3.1/4 129& x 1 -1/4 1250 136 1FIIS NUMBER ACCOMPANY AU 11I4:FcCTIONAL REQUESTS SINGLETON FIRE PROTECTION RIVP.R81DEO0U" 22559 W. HICKORY PLACE FIRe GtNART'M.A. fSAUGUS, CALIF. 91350 Planning g,Englneetin0 5 -VK• • I M*T Pgmm APW OCT 2 2 , HYDRAULIC CALCULATIONS FOR RECEIVED MOST REMOTE AREA JOB 7#- %-33$ LAKE CHEVROLET - 31400 CASINO DRIVE DATE:10 -17 -97 DESIGN DATA - 1 OCCUPANCY CLA8SIFICATION: ORDINARY (GROUP DENSITY: .20 AREA OF APPLICATION: 1500 30. FT. / COVERAGE PER SPRINKLER: 130 UP RIGHT SPRINKLERS CALCULATED: 14 SPRINKLER WATER FLOW REQUIRED: 330.2 gpm TOTAL WATER REQ.(includin5 hose) 580.2 gpm FLOW \PRESSURE (at base of riser) 330.2 gpm 0 037.5 psi SPRINKLER ORIFICE SIZE: 1/2" NAME CF CONTRACTOR: SINGLETON FIRE PRO. DESIGN \LA1r 11T BY: R.S. AUTHORITY HAVING JURISDICTION: COUNTY OF RIVERSIDE CONTRACTOR CERTIFICATION NUMBER: 887001 C -16 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE 0 9878Z 33 ) HRS SYSTEMS, INC. ATLANTA, GA x , j = -an , r• , i a: 4 fY , / << rl-•F allr +`Et' 1'• }`lei rt 1 r t r ' x '^+". R s ': YK < >i flf r i.. C f i` MG 7C it X28BT$ All Steel Ceiling Plate 127 SOL & 58D No. 001 No. 003 Another fully apprOPed (tree. ULC Steel Ee SocketsteelSideBeamandFM) low carbon steel quality 7 45• Elbom accessory, Prtaints Fig. No.128BTS ei' bV ~''eLlol. -Tap* Cethttg Plate is available with are" A favorite among many matallers Wa10rEad1 thread. This tluah mount plate fee- and specifiers when an offset is not w•lple turessuperiorholdingstrengthtinth required is Perswe Fig. No. 127Twoseparatelowcanbr, staei con- only a 114" thread- thmarea. Amesi• Steel Eye Socket. This slectso- nectors that feature approximately mum 2" pipe may be used with this galvanised formed steel socket is 518" offset offer an option to tradi- highquality ceilingplate. Platingin availablewitheither 3/8" or 112" rod tionally designed offsets. The available upon request. size and is UL and ULC approved. threaded opening fits a3/8" trod and 1 2.7570 is fully approved (UL, ULC and 2.0051 FM) for 1/2" thru 4" pipe. 2.757o Model 58L has two different hole 2% sizes for fastener attachments 112" 3.1 or 3/8 ". Model 58D is fully ap. 2.2 proved for use with wood lag screws, 30 another decisive advantage when 76 full compliance to NFPA is a must• 57 These connectors are ideal to sup. 76 port hangers from steel or wood 3 i beams and can be used with con- 3301a crete inserts. 210 Unko other offset connector 3.9I's 3ail hesignns, the PParsing 68L and 5808D 4.0a RSiN held over30001bs. ins pull teet(vs. 3.38he 5.324 approximately 750 lba with other 40002 ANO L,OMPANY, INC. designs)' 5.525 PO. Box 111 Both models require only U4" 851 Tomahawk Trail Nappanee, IN 48550 thread -thru, resulting ina savings ofat least 314" ofthreaded rod with 12191773 -2481 a (800) 348 -2242 a FAX 12191773-2340 each installation! AVAILABLE THROUGH PERSiNG DISTRIBUTORS NATIONWIDE THE COMPANY The ISO 5001 certified piping products manufacturer. Victaulic is committed to excellence. uFACTUq0.--40 Victaulic is committed to customers that all theappropriate (a subsidiary of Lloyd'sofLondon.). excellence - in out products. systems are m place to assure A major factor in our ISO people, pvVmms andservice to quality as de0nselby the standard. catvfication [s the continuing the Industry. hldlcetive of this In quaky g for osrtlficetlon, we Quality Improvement limicess. tngnrrdurant bout oerdfialtion to worked through The Loos Eateblahmg this management ISO 9001 standards fas our Prevention Convol Aoard a9ecuon has put into pmcuce [heWprNldpelU.S. slidEuropean (ol England) andLloyd's Replacer ourporete mission: ktcatiora. This conBrme to our Ouality Assurance Ltd. Ka will satisfy our customers' requirements by furnishing delect free products and services on time, every time. We will accomplish this to the benefit of our employees, owners and community." Approved General Code Groups, Government Agencies Worldwide \ Associations, stem of Mums btapmmin - sak and ar, f Laboratories and fresh Watt. w ualma Approval Bodies Bweau0Aitilice4 of B Aa Amernm Narlm standards lease and rl6p Div. Bunl, and Canadian Coest G=d ANSIIAWWA) Amer. We. W.I. U.B. Car[ O. - Approves ueh vemrl LISTED ArOaWOn -Cane Individually V I`s 01PD AMNUn Pltinil m Inpltur -API (urncarpe d Prqurer4 - CEOs 15000 e Std. 5L, Sea. 7.5 (FAA) Fo6era1 AIIAUM Admna[atan A5NRA8) Arrrnon eodety a FNetdq, NVAC. Plwndnq. Fue Ptaecnon Racperaunp and Air Caidn,aurhr, IFNAI Federal 1Lwuvr Ad11wn4,1at10nEntreves1s (CM) GaOertl Sernw4 Admn,ctrathon MW Amerwen SOMW of Maclranuwl 15M So" DO MMPowerl'Wig,11.31.1: chwntcai Plain VA ite"010,1111 IMBa MffirW bealxauora- MM'10388PAMYRtlnp: MIL-C-10387 Couplupe. VdS P1P9.11J13, Rafrbetauan Plpurp• MIL•P "11007A(CEI Steer Pipe, Grooved9.31.5; SuYdmp SWAM Piping. B. MB,- 145208 In peawn Piocedwe31.9; Shm E -ibmms. 9.31.11 AS7M) Anw[rm Sx*W of Troup and (NASA) National Aeranaum and Spam Metedals P -1476 Adinwutranan - I5000Sore Contact ViMaulic (NAVFAC) Never FacLiann Enguriri;Q for details , Otlkleb aril Code Command - NFOS 15009 Sara SA) Camdlan standard, Awdatbn - (NBO National Intututs ofHealth (Dept. W B•242 He" - 15000Serra 9+M) Factory Mutual Ergkr "Cory. • (TVA) Tenrlenr Valley Aua,ontY - File approved Or lire pmtecwn "Firm ptod+aa• atom draw IAPMO) Mtrnatlonel Aroaadon of (VA) Veuans Amalie - 15000 Sedes RumbLW aMemareol Officials 010yam 1.b10"ReGWW111 luppMO Worldwide ILM LouRevrmatCouncil (Warmly (M Bureau Venue P.O.C.) MA) NatbrW Fire Piotemi n IDNV) Dec Noake Venus ArOCAUM Nang Kong Fite Sam= Brrd NY-BM New York BoardofStandards New 7ealard kuwance Council and Appwb New Zealand Building Ad 11991) SBCt•1I SouthernBuOduq (:tideCmgreu (SSW Scientific 3ervwm [a0aatayM,uoswml -Standardftrib 9 Standards Australiaand dwmte atCade ( VdS) Verhand der Sadwersbherer e.V. IIIW l)ndervmure lafraatarre, Inc. - IAAW for ere praectral services. Unde[vmtera tabae[aw of Request 02.02 Or details. Canada - Listed far fire protection serviwa. I 4 C4 I FlreLock Fittings FlreLodr fittings are designed for use exclusively with Style 006 F1teLock couplings. Use of other products mayresult In bolt pad Interference. Request 10.03. On Tara -•Ors F(reLock Fittings Performance No. 001 No. 003 No, Opt Nom. Etiew 45• Elbom A* NTn siteM. Cb EIrxlree Wa10rEad1 C b EIncllee w•lple CC O EE a. mm mm lba/kp mm uea tO mm taeia0 2so 1 2.7570 1.7as 2.0051 1.0as 2.757o 2.41.1 2% 1 3.00 3.1 2.25 2.2 3,00 3065761.4 57 0 76 14 3 i 3,139I13301a2.25S7 210 3.1379 3.9I's 3ail 3.38Be 4.0a 2.5064 3.114 3.38he 5.324 400 40002 8.730 3.007d 5.525 004. 102 8.732 512s 4 so124 12.051 3.2563 8.338 4.08124 15.77.1 a 5.50 18 .3 3.50 11.7 5.50 22.7150lad63tip5314010.3 6200 - - 6.81173 25.515 4.25hoe 20.493 6.94176 36.717e F(reLock Fittings Performance n h j 1 'Viiy1 t 4 Y/, tits s% r IPS i tali . e 311[194111 .1 No. 10-DR Drain Elbow No.10•DR drain elbpvys are specifically designed for use on are protection standpipes. The drain to J.- milled end tapped for a 1' (25 mm) UL U C NPr outlet. 0 Consmtcted of durable ductile iron 1 I W sizes crinke it to the ratings ofrs•, Frictional Apm Eg7kr. FaNaneren ollitralpfePipe SSWIndia 90•El. 45- El SeagM Tw- Nn-002 mm No. 001 No. do Snor0h R,xt 2 3.5 Te BS 3b41f0.2 2.6 1.1 2. 4.3 2.2 10.8 4,3651307331.3 30.D. 4.514 2.307 11.034 4.5A 3 5.0 2.8 13.0 5.060I1s064.0 Is 4 6.8 3.4 16.0 6.81002.1 LO 4.9 2.1 5 8.5 4.2 21.0 8.512526136.4 2A 6 10.0 5.0 25.0 10.01503.0 15 7.6 3.0 a 13.0 70 33.0 13.0200401.5 10.1 4.0 n h j 1 'Viiy1 t 4 Y/, tits s% r IPS i tali . e 311[194111 .1 No. 10-DR Drain Elbow No.10•DR drain elbpvys are specifically designed for use on are protection standpipes. The drain to J.- milled end tapped for a 1' (25 mm) UL U C NPr outlet. 0 Consmtcted of durable ductile iron 1 I W sizes crinke it to the ratings ofrs•, Style 77 couplings. No.10•DR elbows are supplied with grooves or shoulders. Thesis linings ate not tnttndsd for use with Vic4lalla Plain End Couplings, Request 10.05. NOM: _ whoviconviciv buMM valves 0W6W to Vlatauea drain elbows YAM 91* 741, 743 O 744 Vic. Plunge aoaarr. Oral dbe Ch rang dkrlWkMwm * M er 1.0. dk mob n Clear 101119• No. 008 ra FlreLock Cap OO® axlrrmm CbEOR Apm Nom61rs Indallovirve WEli. Mares top Eamm mm C.-T N kip, 2% 3.75 275 5.266957o2.4 3 4.25 275 5.3 90 101 70 2.4 4 5.00 2.75 iotab12705 32 42.4 5.50 2705 100 150 25 to6 1% Style 77 couplings. No.10•DR elbows are supplied with grooves or shoulders. Thesis linings ate not tnttndsd for use with Vic4lalla Plain End Couplings, Request 10.05. NOM: _ whoviconviciv buMM valves 0W6W to Vlatauea drain elbows YAM 91* 741, 743 O 744 Vic. Plunge aoaarr. Oral dbe Ch rang dkrlWkMwm * M er 1.0. dk mob n Clear 101119• No. 008 ra FlreLock Cap OO® axlrrmm CbEOR EbE kxlreMVn moire Mares topEammmmmm Nix III Aeerl Mdhele Nt E9. Non Ain 63 102 8aa SW mm s Bus SW inn ta6Aq 154 1.800 0.88 0.3 4 4.500 1.00 2143242.4 22 01 100 114 3 25 11 1% t.goo 088 0.4 S 5.510? 1 4.94049.3 22 O2 12s 1413 cosweoa5ao3slierns3 I i:9 2tt 2.e7s 0.se 1.0 s e.bn 1.19 12.769730220521X7219.1 30 s6 3 3.500 0.88 1.2 so 66.9 22 0.5 No. 27 ~fir Standpipe Tear UL U C • I0ttct6a 1,1001 Namkw n CbEOR C 1EOBIrldreMdraMares topEammmmmmlhvlt0 4x4X2% 325 4.00 9.0100x40oxes631024I 6%6x2% 3.25 5.13 14. 160X 150 x65 53 130 9.s No. 21 Bullhead Tee UL eDuctileIran) 0 T- NanMtl C CkYrdre t .. mm mm mm laukp 5X5 %8 7.75 150 28.7125 %126X200 197 led 1310 dX8 %8 7.75 BSO 37.5soxi50x200197its170 ions•. t .. f . i t j 4 34. - 4j, 37 c;: Aks.- •moans: F-- ,...::• w.,A....- .a,r,. ':: ';:.w, .at>r;:, y.r -, :r. .s. y Yie fil }d i i t l f 'r• 1 CVy •'YFti li 1 S } h Ilit I I 11 4 p k.t I 31 1 % r u k; t. f i` Grooved Fire Protection Products The leader in Fire Protection products innovation. FireLock products comprise a center -to -end dimensionthan For a complete hating of UL listed unique wimm specifically standard fittings. A noticeable and FM Approved products for Fire } designed for &e protection bulge allows the water w make a Protection services request 10.01. VL uLC services. FireLock fittings are a smoother turn to maintain the FM CAD•dttw.400, hydiodynandc am fiow charecteristica as design which haveashorter standard full row fitutage. I style 005 FkeLock style 005 rite. coup" I Style 744 style 744 FboLock Flange adapter has a unique, pataited eagle peal M dealgned for directlyFlroLOCkTMRigidd which allowsthehoueimn FIroLGCk Flange Adopter inootprxatIM Banged componentsCouplingstooffsetwhiledampingthewithMSICL, 125 or CL. 1f:0 bolt L i1 tgo7vee. By partrtladng the hole parts= into agrooved pipe 1 JJ houskas to slideon the singled system. sizes 2 - 0' (50.700 mm) bolt pads, Wtv isobtained. ate hingad for story handling with 11111 FkeLodt system provklos integral 1old tabs which facilitate ugtdity, la valve connections, hie etwrnllly. mall 18, W4 straight nuns. Support The dw1 grn incorporates small land hanging requirements teeth adds the key shoulder I,D. oarespmld to NFPA 13 Sprinkler toprevent rotation, SYMM. V Reg" 10.04. Request Max. Dimensions AWIL SIZE Pats. mAmsw5 PtMata mm FkP12a •! Z EL u x 5 w 00 tole 147 A J2 ,200 toe 111 os tat 175 121 t 7 11.2 0 1200 121 17- 0.6 36 an Flret,Odl Irtu ngs. when was or kq•type van we used sdpnng a VcWft ImM, dbe tarsal t" to save proper clsarer". Fk&oek Flange adaptors stead not be Wad as acre porVS la ta40ds across naeelfw4d ions. Maaq rubber faced Oargse, valves. etc.. require the we of FLVAodk PWlgs wseha. Frel.oek Ntrnpe gaMela moat akgya be assaroledwith the color coded kp w 01e pipe ale ew see up lallrp ads mawg save. Ses Vloafalgs Adapter Notes on pegs 10. Style 744 Sealing Surface Mao ftw"m 4 a n Ma. wwowlr Apr.. Nan 11wd1 MVJleaaan lied Nom. walk wenWmm apt. 2.38 3.41 Size 5.56 8.71 5o s0 I I 141 Pear- LbL 2.88 f lD mm kPe W x he mm We W x I kg 2 175 6.75 OG 2.7 5 175 11.00 10.00 8.350120017221212512M1279251 ] e 2% 175 7.88 7.00 11.2 6 175 12.00 11.00 9.3 El 1200 200 I7a 19 150 12M 305 279 / 2 3 175 6.44 TW 48 6 175 14.63 13.50 13.9 Ed 1200 214 191 22 200 1200 372 J4J 8J 4 17b 9.91 9.00 7.i 100 1200 252 229 J2 Fla- adeaWa a11or1d rot M uoaaaarl,Wa d dw •!dada arloa dirrWlYa1. Fwlmk an Flret,Odl Irtu ngs. when was or kq•type van we used sdpnng a VcWft ImM, dbe tarsal t" to save proper clsarer". Fk&oek Flange adaptors stead not be Wad as acre porVS la ta40ds across naeelfw4d ions. Maaq rubber faced Oargse, valves. etc.. require the we of FLVAodk PWlgs wseha. Frel.oek Ntrnpe gaMela moat akgya be assaroledwith the color coded kp w 01e pipe ale ew see up lallrp ads mawg save. Ses Vloafalgs Adapter Notes on pegs 10. Style 744 Sealing Surface TAIZ PLI'I; PKOUt)C7', INC. STAK I'ii'F I'ROI)UC'I', -INC. I I(I.: 171{1 »8•illllfl F \, 19111 9111 of. 1! Ui.l, IIt I;I•.: IKIIIl1404- .)1111!1 LISTED LISTED LISTED APPINCRAID SUBMITTAL SHEET 95.1 II'.I.: 17111 iR- 111111LI'l \: f71i1 ?- 91111111f)I.I. IItICI'. 1511111 '1'1'1;,lllll'I r Liu ill U H11111111mill! In M NOMINAL ITEM MAX OIMEN610N6 WEIGHT NOMNIAL REM MAIL OIM6N610NB WANT SIZE CODE WORKING E/1CP1 iln! CODE WORKIfrO EACH 610 9 P.S.I. A a PIECE a PA.L A B PIECE 1 Ca5ooa3 1T$ 1.50 1.50 OA5 1 CT333 179 1.60 1.60 111 1 114 0990044 176 1.7E 1.7E 1.74 t 1 /q 175 US-1-KY-5 147 1112 Ca900S5 176 r34 1.94 IM 1122 179 1.94 1.64 2Ai 2 CBf0066 tl6 2.2a 215 AO 2 CT666 176 225 2ss 7.96 VENSOU NOR" SUNrC a n wataa nm sin eidlarmmlace 122 w. A• --T•a' Min A• Mae. VISIT. mm mm 2 2.38 3.41 5 5.56 8.71 5o s0 e7 125 141 171 2'A 2.88 3.91 6 843 1.78 e5 7J 99 150 16e 199 3 3.50 1.53 8 8.63 9.94 e0 s9 115 200 219 252 4 4.50 5.63 1.17 100 114 to 178 TAIZ PLI'I; PKOUt)C7', INC. STAK I'ii'F I'ROI)UC'I', -INC. I I(I.: 171{1 »8•illllfl F \, 19111 9111of. 1! Ui.l, IIt I;I•.: IKIIIl1404- .)1111!1 LISTED LISTED LISTED APPINCRAID SUBMITTAL SHEET 95.1 II'.I.: 17111 iR- 111111LI'l \: f71i1 ?- 91111111f)I.I. IItICI'. 1511111 '1'1'1;,lllll'I r Liu ill U H11111111mill! In M NOMINAL ITEM MAX OIMEN610N6 WEIGHT NOMNIAL REM MAIL OIM6N610NB WANT SIZE CODE WORKING E/1CP1 iln! CODE WORKIfrO EACH 610 9 P.S.I. A a PIECE a PA.L A B PIECE 1 Ca5ooa3 1T$ 1.50 1.50 OA5 1 CT333 179 1.60 1.60 111 1 114 0990044 176 1.7E 1.7E 1.74 t 1 /q 175 US-1-KY-5 147 1112 Ca900S5 176 r34 1.94 IM 1122 179 1.94 1.64 2Ai 2 CBf0066 tl6 2.2a 215 AO 2 CT666 176 225 2ss 7.96 VENSOU a i t NOMINAL ITEM SIZE CODE INC • MAX. DMENBan WORKING P.S.I. A a OWN I NOMINAL ITEM MAX OIMEN810N WEP3NT sum CODE KING CS901182 M 4 7"$J. A 1114x112 1 0031 5 1.70 a1x714CAC0721761.70 a i t NOMINAL ITEM SIZE CODE INC • MAX. DMENBan WORKING P.S.I. A a WrA"T EACH PIECE 1X12 C89MI 175 136 1.36 9.54 1X314 CS901182 175 1.37 IA5 007 1114x112 0890041 t7S 1.34 133 OA5 1 114X3/4 0890042 In IA6 122 • 1.13 1114x1 C090M 176 11.15 IS7 1.16 1112x1 CB90063 175 IA5 100 1 .11 1112X11!4 CB1KfOS4 176 1J12 1At 102 2X172 096006/ 176 1A9 US 200' 2X314 CB90062 Ilya 1AO 1.17 206 2x1 C 178 1.73 202 2.10 2X11!4 CB9006/ 175 1.90 2.10 2.30 2X112 C090065 I7a 2.02 2.16 200 For imWlation on the u Y ITlJA CODE II MAIL WORKING P.S.I. DIMENSIONS WEIGHT EACH PaceAaC 1 f 136 gI 106 OAs 1%7x211 or, gt 176 NOMINAL REM MAIL IAS 1.1 WEIGHT CODE WOIIIONO 1.60 1A6 lACN 6 PAL to a PUCE t l jA 1.12 J• i t s/boa 176 Z 139 I 112 175 1A3 100 2 a75M 176 t 1114x1)(1122 As 2.75 Submitted by. Due: Approved by: . Date: p Ontr60lOr. 4-11 -. r V! t 1 i fp t Z ITlJA CODE II MAIL WORKING P.S.I. DIMENSIONS WEIGHT EACH PaceAaC 1 f 136 gI 106 OAs 1%7x211 or, gt 176 177 1117 I IAS 1.1 1X112X1 CnI7 179 1.60 1A6 1.60 V IX314X1 to 175 r IA6 l 1.16 r r1 2.Oa 4 IA7 Z 16 1.64 1X1X1 in 2X1 PM 11e110 4•nW10 r V! t 1 i fp INC, 7'0KC7I'2_ ITlJA CODE II MAIL WORKING P.S.I. DIMENSIONS WEIGHT EACH PaceAaC 1 176 136 1 106 OAs 1%7x211 or, gt 176 177 1117 I IAS 1.1 1X112X1 CnI7 179 1.60 1A6 1.60 106 IX314X1 to 175 1,60 IA6 1 175 1.16 Will 114 2.Oa 176 IA7 1Ai 16 1.64 1X1X1 in 2X1 175 1AO 1A0 1A6 1.77 t 1114x1)(1122 CT 175 1.74 1.76 1.17 11 x11 1 Ci472 106 177 1 1.82 11.11111 1114)(1X1 CT433 175 1AS 1.60 JAY fl 1176 Ills 1.e7 s. In 11 1 4XIXI n v, s 171 N AO 1 4X1114)(122 al'"I 176 124 1.71 114X117Ali 176 1 1 1138 1 11 5 1 1 176 2 0 WO 1 1 1 1 1 1 CT672 176 Ix 1 If 1 1 112 1175 1 150 1.54 Coto 1112X11l4X112 1 111111 A 1 1 1 11 1 1 1. 72 1 11 11!4X1 CTW 176 1 1A0 106 1112)(11 Elf- 2. s 2 1 1 1 II A I17=01 X814 62 1115 1A2 122 1. IA7 t t l IAS 1 1 1 175 122 1. t 1 1 1 22 176 Lis 2.1E 2 1X2 17 205 2.02 216 im 1 t!/ 1 216 Z O 2x,12 122 1 175 1 9 11 1 1 N2AATO2111120A2t 1 1 Vol 72 1 114X1114 175 120 tA2 Z Z 11 t to 1 5 IA1 2X1 In= 175 225 2.15 US 2X2 In 1 1A9 1.14 AS 200 2%2x2!4 176 iAO 1A9 1.57 2.71 2%2X1 CTS" 176 1.73 1.77 202 227 2)(2X1114 CT9s/ I 176 100 1.90 2.10 2%2x1122 CMS6 1 I7a 202 202 2 6 72 r V! t 1 i fp r-Fes..,. tNAL SD3 ITEM 000E s MAx WORKNG P aJ DIMENSIONS A I a vrE10HT EACH PlCE 1 CXn3 176 100 1 1.50 1.64 1114 CXOM 176 1.75 1.75 200 112 CNOSS 176 1.64 1.94 3.10 Z 0x069 175 215 225 400 1114X1 I xM 1 175 lis 127 2.Oa 1112X1 i CX063 1 175 1A5 lao 2A0 2X1 I C)1063 1 176 173 202 2.75 r V! t 1 i fp r-Fes..,. r .. Y --- n. f .. ... .. ,J :..Y ,.. v, , , , a. sal• •d: -r.-r n > ir : A flf. 'v !. ,: 1. r s. v, s r V! t 1 i fp 0 c Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: LAKE CHEVROLET PIPE DATA l 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: 1 330.2 6.010 PL 55.00 PF 0.2 1 0.0 SRCE 48.8 (N /A) 3.7 140 FTG - -'-- PE 2.2 2 5.0 0.0 46.5 0.0 0.004 TI. 55.00 PV 0.1 Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 5.0 0.0 46.5 0.0 9.0 psi, 330.2 gpm 3 5.0 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 0.0 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 8 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 18 19.0 0.0 30.5 0.0 6.7 120 FTG 15.00 PE 0.0 7 19.0 0.0 28.6 0.0 0.028 TL 68.50 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 PE 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 O.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 28.2 0.0 0.023 TL 34.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: LAKE CHEVROLET 166.0 3.340 NODE ANALYSIS DATA (cont'd) 0.0 10 FNODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE 120 FT) PE PSI) GPM) 35 20.0 - - 18.7 36 19.0 - - 20.4 37 20.0 K= 5.60 17.3 23.3 K 38 20.0 K= 5.60 18.6 24.2 39 19.0 - - 20.1 40 20.0 K= 5.60 17.3 22.3 41 20.0 K= 5.80 18.6 24.1 42 19.0 - - 20.1 c Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: LAKE CHEVROLET PIPE DATA l 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: 1 330.2 6.010 PL 55.00 PF 0.2 1 0.0 SRCE 48.8 (N /A) 3.7 140 FTG - -'-- PE 2.2 2 5.0 0.0 46.5 0.0 0.004 TI. 55.00 PV 0.1 Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 5.0 0.0 46.5 0.0 9.0 psi, 330.2 gpm 3 5.0 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 0.0 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 8 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 18 19.0 0.0 30.5 0.0 6.7 120 FTG 15.00 PE 0.0 7 19.0 0.0 28.6 0.0 0.028 TL 68.50 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 PE 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 O.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 28.2 0.0 0.023 TL 34.00 PV 0.2 r a f,rr,8 r,' -. < a .. ... ` rk s: _ w " .-. # ..'E... TF l F . _. .'1 ,. '. •, .. . > _. .,`7 .. + r .di' - i. c - . x _ , ..x <..ua -, a....«w•xt -. - Sfa _ . e. .K ., ... .., , . _. .. .i .. '1 .. a .. iV`r - ....ars+grw'.i, . 0, A. g i h Ln .5 .5• t S' -, f ) +. y. fir. ... .. - .v. , . - ,. • ti1. :. .:. 'rt r ...• .:.. . , .. - t r' -1 -" a 1. d - IQ 1 r N > t, S. .x.:° •\ 'F% -1 '. .'i ly, s: .... _ >.. .., .. r r .. > ` .•s ,. ,.. s s } :.. 1. .... .. .r ".. s ra 1. •. a* :Sjc' `a tt[,. . ... -. .... __ .:., 1'.. -...r f, 1. .. _ ... .. u ,. • -. ., , ,1 <r i1' .k ' `1r ' i >. 4 , . ! .''...'7rrh .. -.: _ {,.. .. . ac. _ ...2+, .:,t '. 4:f, . !, Eat r+ ',• tF _ .ai "_ ?. ' . :'t k - IS' ^l ik1•,h ? ''r+,'FS°' S .t- •':....: rb b "e'4+'`e .- :.!1'c v.:<:,rRAr<y'ift . ,t r r'. :" ._,. _ , r.-,....,,.-,. e. +ea...e-,.wyr- a.<•rer*v..sx. _:rrr .. '±,.atGU I. *' " - _ "' r._ r r di o I Pipe: 14 166.0 3.340 PL 38.00 PF 0.0 10 19.0 0.0 27.7 0.3 6.1 120 FTG - - -- PE 0.0 12 jr F •y'j ' 0.0 26.8 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 26.2 0.0 0.003 TL 230.00 PV 0.0 Pipe: 16 172.5 3.340 eY 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 t; i 157.7 3.340 PL 12.60 PF f 12 19.0 0.0 26.8 0.0 5.8 120 FTG - - -- PE 0.0 14 19.0 w 26.6 0.0 0.021 v PV 0.2 Pipe: zSPRINKLERSYSTEMHYDRAULICANALYSISPa;je 4 8.6 JOB TITLE: LAKE CHEVROLET PF 0.7 14 PIPE DATA cont'd) 0.0 26.8 0.0 PIPE TAG 120 Q(GPM) DIA(IN) LENGTH PRESS. 0.0 END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. 26.9 NODES FT) (K) (PSI) GPM) F.L. /FT PSI) I r a f,rr,8 r,' -. < a .. ... ` rk s: _ w " .-. # ..'E... TF l F . _. .'1 ,. '. •, .. . > _. .,`7 .. + r .di' - i. c - . x _ , ..x <..ua -, a....«w•xt -. - Sfa _ . e. .K ., ... .., , . _. .. .i .. '1 .. a .. iV`r - ....ars+grw'.i, . 0, A. g i h Ln .5 .5• t S' -, f ) +. y. fir. ... .. - .v. , . - ,. • ti1. :. .:. 'rt r ...• .:.. . , .. - t r' -1 -" a 1. d - IQ 1 r N > t, S. .x.:° •\ 'F% -1 '. .'i ly, s: .... _ >.. .., .. r r .. > ` .•s ,. ,.. s s } :.. 1. .... .. .r ".. s ra 1. •. a* :Sjc' `a tt[,. . ... -. .... __ .:., 1'.. -...r f, 1. .. _ ... .. u ,. • -. ., , ,1 <r i1' .k ' `1r ' i >. 4 , . ! .''...'7rrh .. -.: _ {,.. .. . ac. _ ...2+, .:,t '. 4:f, . !, Eat r+ ',• tF _ .ai "_ ?. ' . :'t k - IS' ^l ik1•,h ? ''r+,'FS°' S .t- •':....: rb b "e'4+'`e .- :.!1'c v.:<:,rRAr<y'ift . ,t r r'. :" ._,. _ , r.-,....,,.-,. e. +ea...e-,.wyr- a.<•rer*v..sx. _:rrr .. '±,.atGU I. *' " - _ "' r._ r r di o I Pipe: 14 166.0 3.340 PL 38.00 PF 0.0 10 19.0 0.0 27.7 0.3 6.1 120 FTG - - -- PE 0.0 12 19.0 0.0 26.8 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 26.2 0.0 0.003 TL 230.00 PV 0.0 Pipe: 16 172.5 3.340 PL 12.60 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 3.340 PL 12.60 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 26.8 0.0 1.3 120 FTG 28.00 PE 0.0 15 19.0 0.0 26.9 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 O.L 616 120 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 0.6 14 19.0 0.0 26.6 0.0 5.5 120 FTG 14.00 PE 0.0 16 19.0 0.0 25.8 0.0 0.019 TL 42.50 PV 0.2 Pipe: 21 26.4 1.650 PL 98.00 PF 3.0 16 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 22.1 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 Fitw 23 122.6 3.340 PL 12.30 PF 0.2 16 19.0 0.0 25.8 U.0 4.5 120 FTG - - -- PE 0.0 18 19.0 0.0 25.6 0.0 0.013 TL 12.30 PV 0.1 Pipe: 24 27.7 1.850 PL 98.00 PF 3.3 18 19.0 0,0 25.6 0.0 4.2 120 FTG 28.00 PE 0.0 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 1 tlipe: 26 94.9 3.340 PL. 38.00 PF 0.3 18 19.0 11.0 25.6 0.0 3.5 120 FTO - - -- PE 0.0 20 19.0 0.0 25.3 0.0 0.008 TL. 38.00 PV 0.1 r a f,rr,8 r,' -. < a .. ... ` rk s: _ w " .-. # ..'E... TF l F . _. .'1 ,. '. •, .. . > _. .,`7 .. + r .di' - i. c - . x _ , ..x <..ua -, a....«w•xt -. - Sfa _ . e. .K ., ... .., , . _. .. .i .. '1 .. a .. iV`r - ....ars+grw'.i, . 0, A. g i h Ln .5 .5• t S' -, f ) +. y. fir. ... .. - .v. , . - ,. • ti1. :. .:. 'rt r ...• .:.. . , .. - t r' -1 -" a 1. d - IQ 1 r N > t, S. .x.:° •\ 'F% -1 '. .'ily, s: .... _ >.. .., .. r r .. > ` .•s ,. ,.. s s } :.. 1. .... .. .r ".. s ra 1. •. a* :Sjc' `a tt[,. . ... -. .... __ .:., 1'.. -...r f, 1. .. _ ... .. u ,. • -. ., , ,1 <r i1' .k ' `1r ' i >. 4 , . ! .''...'7rrh .. -.: _ {,.. .. . ac. _ ...2+, .:,t '. 4:f, . !, Eat r+ ',• tF _ .ai "_ ?. ' . :'t k - IS' ^l ik1•,h ? ''r+,'FS°' S .t- •':....: rb b "e'4+'`e .- :.!1'c v.:<:,rRAr<y'ift . ,t r r'. :" ._,. _ , r.-,....,,.-,. e. +ea...e-,.wyr- a.<•rer*v..sx. _:rrr .. '±,.atGU I. *' " - _ "' r._ r r di o I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 JOB TITLE: LAKE CHEVROLET PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. PIPE ELEV. NOZ. PT DISC. VEL.(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 40 -21.6 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 5.8 18.1 23.8 0.016 TL 9.10 PV 0.1 Pipe: 41 --45.4 1.850 PL 1.00 PF 0.6 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 0.085 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 -67.6 1.850 PL 1.00 PF 1.2 35 20.0 0.0 16.7 0.0 10.2 120 FTG 8.00 PE 0.4 38 19.0 0.0 20.4 0.0 0.137 TL 9.00 PV 0.7 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 0.006 TL 27.50 PV 0.1 Pipe: 45 -23.3 1.087 PL 9.00 PF 1.3 47 20.0 5.5 17.3 23.3 8.1 120 FTG - - -- PE 0.0 38 20.0 5.6 18.6 24.2 0.146 TL 9.00 PV 0.4 Pipe: 48 -47.5 1.850 PL 3.50 PF 1.1 38 20.0 5.6 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 Pipe: 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 5.6 17.3 23.3 8.0 120 FTG - - -- PE 0.0 41 20.0 5.8 18.6 24.1 0.145 TL 9.00 PV 0.4 Pipe: 49 -47.4 1.850 PL 3.50 PF 1.1 41 20.0 5.6 18.6 24.1 7.1 120 FTG 12.00 PE 0.4 42 10.0 0.0 20.1 0.0 0.071 TL 15.50 PV 0.3 NOTES: 1) Calculations were performed by the HASS 8.0.0 computer program 96782 33 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 l 2) The system has been balanced to provide an average imbalance at each node of O.CO4 gpm and a maximum imbalance at any node of 0.090 gpm. b ca- errrsu, , . s I N v j 5ff tJJl fife• f s r , 1. C a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 JOB TITLE: LAKE CHEVROLET ' 3) Velocity pKessurep are printed for Information only, and are not used in balencing the oystem. Maximum water velocity in j any pipe is 10.9 1t /sec. u. >e s raja! a. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 JOB TITLE: LAKE CHEVROLET PIPE DATA cont'd) C )PIPENDAG L( FTT) H PRESS. ELEV. NOZ. PT DISC. VEL(FPS)DHW(C)) NODES (FT) K) PSI) (GPM) F.L. FT PSI) pipe: 0^7 45.2 1.550 PL 79.00 PF 6.1 20 0.0 0.0 25.3 0.0 8.8 120 FTG 18.00 FE 0.4 21 20.0 5.6 18.7 24.2 0.085 TL 95.00 PV 0.3 l Pipe: 28 21.0 1.650 PL 9.10 PF 0.1 21 20.0 5.8 18.7 24.2 3.1 120 FTG PE 0.0 22 20.0 5.8 18.6 24.1 0.016 TL 9.10 PV 0.1 Pipe: 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 18.8 24.1 0.000 TL 9.10 PV 0.0 Pipe: 30 27.3 1.650 PL 1.00 PF 0.2 23 20.0 5.8 18.8 24.1 4.1 120 FTG 8.00 PE 0.0 27 20.0 0.0 18.8 0.0 0.026 TL 9.00 PV 0.1 I Pipe: 31 22.4 1.087 PL 8.00 PF 1.5 k 24 20.0 5.8 18.1 22.4 7.8 120 FTG 5.00 PE 0.0 26 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 20.0 5.6 18.8 22.8 7.9 120 FTG 5.00 PE 0.0C25 28 20.0 0.0 17.5 0.0 0.139 TL 7.00 PV 0.4 11 Pipe: 33 45.2 1.850 PL 11.30 PF 1.3 26 20.0 0.0 17.5 0.0 6.8 120 FTG 8.00 PE 0.0 f 27 20.0 0.0 18.8 0.0 0.085 TL 19.30 PV 0.3 Pipe: 34 72.6 1.850 PL 1.04 PF 1.4 Z7 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: 35 182.7 3.340 PL 12.00 PF 0.3 28 19.0 0.0 20.6 0.0 6.0 120 FTG PE 0.0 38 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 20 19.0 0.0 25.3 0.0 1.8 120 FTG PE 0.0 29 19.0 0.0 25.3 0.0 0.002 TL 12.00 PV 0.0 Pipe: 37 40.8 1.650 PL 70.00 PF 8,7 29 19.0 0.0 25.3 0.0 7.5 120 FTG 18.00 PE 0.4 30 20.0 5.6 18.2 23.9 0.077 TL 86.00 PV 0.4 Pipa: 38 25.9 1.850 PL 9.10 PF 0.2 30 20.0 5.6 18.2 23.9 3.9 120 FTG PE 0.0 31 20.0 5.6 18.0 23.7 0.023 TL 9.10 PV 0.1 t/ Pipe: 39 2.2 1.650 PL 9.10 PF 0.0 31 20.0 5.6 18.0 23.7 0.3 120 FTG PE 0.0 E r 32 20.0 5.6 18.0 23.7 0.000 TL 9.10 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 JOB TITLE: LAKE CHEVROLET PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. PIPE ELEV. NOZ. PT DISC. VEL.(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 40 -21.6 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 5.8 18.1 23.8 0.016 TL 9.10 PV 0.1 Pipe: 41 --45.4 1.850 PL 1.00 PF 0.6 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 0.085 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 -67.6 1.850 PL 1.00 PF 1.2 35 20.0 0.0 16.7 0.0 10.2 120 FTG 8.00 PE 0.4 38 19.0 0.0 20.4 0.0 0.137 TL 9.00 PV 0.7 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 0.006 TL 27.50 PV 0.1 Pipe: 45 -23.3 1.087 PL 9.00 PF 1.3 47 20.0 5.5 17.3 23.3 8.1 120 FTG - - -- PE 0.0 38 20.0 5.6 18.6 24.2 0.146 TL 9.00 PV 0.4 Pipe: 48 -47.5 1.850 PL 3.50 PF 1.1 38 20.0 5.6 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 Pipe: 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 5.6 17.3 23.3 8.0 120 FTG - - -- PE 0.0 41 20.0 5.8 18.6 24.1 0.145 TL 9.00 PV 0.4 Pipe: 49 -47.4 1.850 PL 3.50 PF 1.1 41 20.0 5.6 18.6 24.1 7.1 120 FTG 12.00 PE 0.4 42 10.0 0.0 20.1 0.0 0.071 TL 15.50 PV 0.3 NOTES: 1) Calculations were performed by the HASS 8.0.0 computer program 96782 33 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 l 2) The system has been balanced to provide an average imbalance at each node of O.CO4 gpm and a maximum imbalance at any node of 0.090 gpm. b ca- errrsu, , . s I N v j 5ff tJJl fife• f s r , 1. C a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 JOB TITLE: LAKE CHEVROLET ' 3) Velocity pKessurep are printed for Information only, and are not used in balencing the oystem. Maximum water velocity in j any pipe is 10.9 1t /sec. u. >e s raja! a. t EDDYLITE PIPE V BULL Moose Teak Co111000 W Ac7mca~ Flow Standard Pressure Drop of Water per 100 Feet (psi) UL CUL C. 120 O.D. Threaded PIPE ID- PIPE ID- 1.315ID- 13.20ID- 61 1 -114' 1' 1.094 11 /4' 1.441 11/2' 1.675 2- 2.150 GPM I( 3/seo velocity pros drop velocity pros drop velocity pros drop velocity pros drop tUsec IW IUsec psi It/sec psi It/sec pal 1 0.3022 0.3413 0.0416 0.1967 0.0109 0.1458 0.0052 0884 0.0015 2 0.0045 0.6828 0.1498 0.3935 0.0392 0.2912 0.0168 i 0.1787 0.0056 4 0.0089 1.3653 0.5401 0.7869 0.1412 0.5824 0.0678 0.3535 0.0201 6 0.0134 2.0479 1.1435 1.1804 0.2989 0.8736 0.1430 0.5302 0.0425 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 1.987: 0.7691 1.4560 0.3696 0.8837 0.1098 15 0.0334 5.1197 6.2288 2.9509 1.8283 2.1840 0.7825 1.3256 0.2320 20 0.0446 e.8263 10.6058 3.9345 2.7725 2.9120 1.3323 1.7874 0.3950 25 0.0557 8.5328 16.0261 4.9161 4.1894 3.6400 2.0132 2.2093 0.5969 30 0.0668 10.2394 22.4550 5.9016 5.6699 4.3680 2.6208 2.6511 0.6361 49 0.01,111 13.8525 38.2340 7 "8890 9.9947 5.8240 4.8030 3 "5348 1 "4239 50 0.1114 17.0657 57.7741 9.8363 15.1027 7.2799 7.2576 4.4188 2.1517 60 0.1337 11.8035 21.161? 8.7359 10.1691 5.3023 3.0146 80 0.1792 15.7380 38.0310 11.8479 17.3148 7.0897 5.1333 100 0.2228 19.6725 64.4452 14.5599 26.1638 8.INA71 7.7567 150 0.3342 21.8398 55.3949 13.2557 16.4226 200 0.4458 17.6742 27.9630 300 01684 26.5114 59.2042 400 08912 500 1.1140 600 1.3388 Pressure drop calculations were determined on the basis of the Hazen- Wllliams formula per section 7 -4.1.1 of NFPA 13 3194 s f I - s. zs. w„ 4, Y BULL MOOSE TUBE EDDYLITE PIPE The Superior Sprinkler Pipe Bull Moose Eddylite Pipe is a threadable lightweigh! Sprinkler Pipe manufactured I" 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 lif :. adequate wall thickness, or standard O.D. dimensions. Eddylite ripe 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 Bundle Pipe Size O.D. Threaded Unthreaded Unthreaded Size 1' 1.315 0.74 13.20 71 61 1 -114' 1.880 0.48 6.48 61 37 1 -1/2' 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. h$ Eddylite offers bettor hydraulics than Dyna- Thread 40 *, Super 40 **, Eddythread 40 and Schedule 40 products. Standard O.D. dimensions. Wall thickness and weight greater than Schedule 10 and most other lightwall threadable pipe on the market today. Superior to other lightwall t1treadable products such as BLT* or XL * *. BLT A Dina -7hread I0 are Trademarks ofAm eriomn Tube A Pipe. e-,VL d Super 40 are Trademarks ojAlfled Tube and Conduit Inc. For additional information, contac' your salesperson today at (800) 325.4467 or (314) 537 -2600 in tht U.S.A., or from Canada call (800) 882.4688. L c YL t0ALnEw W95A_ r r 1Jj d r ; i Y h d ry Y } f,• ryvt, r A rr Too, Ia00m /OamTeD OOmONAOm.ISOSITSe•A!M 75 FIG. 120 Use HANGER _ Size Range - 3/4 lhru 8 inch pipe. Material - Carbon bteel Function - Used to support piping from wood beams where no contraction is expected. Used extensively in automatic fire sprinkler systems. Approvals - Meets or exceeds the requirements of National Fire Protection Association (NFPA), Pamphlet e13. Finish - Plain, Electro•Galvanized, HDG, and Stainless Steel. Order By - Figure number, pipe size, length, and fit ash. I LENGTH SPECIFY) t A I F iAfry _ LOAD EM." 3/4 5/16 1166y2* I 22550 1 1/4 5/16 16x2' 250 i s.1/4 = 5J16 16x2' 2 5/16 16x2' FVkV' 318 3/8x2.1/2" 32D 3 3/8 3/84.1/2" 320 3/8st2 -1/2" 560 4 3/8 112x3" 560 jj1r!T. -.2/2 wee W I 6 14 1/2x3*' 760 8 in 5/8x3" 1120 L, bob Ulm Mew of a. I Fat .wow rel- deN per NFPA. FIG. 120MJ MUTT & JEFF "U" HANGER Size Range - 3/4 thru 8 inch pipe. Material - Carbon Steel Function - Same as Fig. 120. The Mutt& Jeff is s used when the wood beam is on a diagonal. ! Finish - Plain, Eectro•Galvanized, HDG, and Stainless Steel. Order By - Figure number, pipe size, side lengths, A and finish. 1 . Cr