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HomeMy WebLinkAbout31400 CASINO DR_ 97-1130 (8)31400 CASINO DR. 97 -1130 6/6 4 of u SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 JOB TITLE: LAKE CHEVROLET PIPE DATA (cont'd) F PIPE TAO SPRINKLER SYSTEM HYDRAULIC ANALYSIS r : ' -:. ..91"14•: A., a.. ,. ,<-v.. Page 9 Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VZL(FPS) HW(C) FT) SUM. NODES t FT) K) PSI) GPM) F.L. /FT Pipe Table PSI) STANDARD.PIP Pipe: 66 32.6 1.650 PL 10.50 PF 0.4C53 C =120) 24.0 5.5 25.5 27.8 4.9 120 FTG PE 0.0154i'. f'!.- _P,.q 24.0 5.5 25.9 27.8 C 0.035 TL 10.50 PV 0.2 1.00 Pipe: 67 2.00 5.00 6.00 60.4 1.650 PL 6.50 PF 1.654 2.00 24.0 5.5 25.9 27.8 9.1 120 FTG 8.00 PE 0.058 f 6.00 24.0 0.0 27.5 0.0 2.00 0.111 TL 14.50 PV 0.6 1.00 Pipe: 68 2.50 6.00 28.0 1.087 PL 5.00 PF 2.55524.0 5.6 25.1 28.0 9.7 120 FTG 7.00 PE 0.058 8.00 24.0 0.0 27.5 0.0 1.00 0.204 TL 12.00 PV 0.6 Pipe: 69 12.00 2.00 20.00 88.4 1.650 PL 1.00 PF 2.056 9.00 24.0 0.0 27.5 0.0 13.3 120 FTG 8.00' PE 0.457 28.00 23.0 0.0 30.0 0.0 35.00 0.224 TL 9.00 PV 1.2 NOTES: 1) Calculations were performed by the HASS 6.0.0 computer program 98782 33 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 2) The system has been balanced to provide an average imbalance at each node of 0.006 gpm and a maximumimbalanceatanynodeof0.182 gpm. 3) Velocity pressures are printed for information only, and arenotusedinbalancingthesystem. Maximum water velocity inanypipeis17.1 ft /sec. F h > I f 7 _. .. , SPRINKLER SYSTEM HYDRAULIC ANALYSIS r : ' -:. ..91"14•: A., a.. ,. ,<-v.. Page 9 i.2_ JOB TITLE: LAKE CHEVROLET PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP x ; K Nominal Equivalent Fitting Lengths in Feet C =120) i ... _, .. ... .. _ .... Diameter J. K•. _ r. , . .., t "3 . -G =4. ,,r. ...+ti/ rfLL<,y. .Y i :r{.y Tim y.,[•. :.I.' .M .vZ'i.t...'!i... '; •'. j ,.,- t -.. , , :,. ! .. s .• .. t <. - .. :.. : Z+.H'9. S%' i.. J.i -'., - • zikP' a i4• -h „•. +:,I. `Sffl 1. 4f .• WL CI.<:r Y.' - yew _ -- S _ f'!.- _P,.q in) E T L C B G A D 1.00 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.25 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.50 4.00 8.00 2.00 9,00 6.00 1.00 10.00 10.00 2.00 5.00 10.00 3.00 11.00 6.00 1.00 10.09 10.00 2.50 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 3.00 7.00 15.00 5.00 18.00 10.00 1.00 13.00 10.00 3.50 8.00 17.00 5.00 19.00 11.00 1.00 14.00 10.00 4.00 10.00 20.00 6.00 22.00 12.00 2.00 20.00 10.00 5.00 12.00 25.00 8.00 27.00 9.00 2.00 21.00 15.00 8.00 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00 8.00 18.00 35.00 13.00 45.00 12.00 4.00 35.00 27.00 10.00 22.00 50.00 16.00 55.00 19.00 5.00 40.00 29.00 12.00 27.00 60.00 18.00 65.00 21.00 8.00 49.00 35.00 18.00 35.00 70.00 28.00 86.00 22.00 7.00 63.00 45.00 18.00 39.00 85.00 33.00 98.00 39.00 8.00 70.00 50.00 Fitting Code Letters: E =standard ell T =tee L =long turn ell C =check valve B= butterfly valve G =gate valve A =alarm check valve D:-dry pipe valve i 1 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 JOB TITLE: LAKE CHEVROLET WATER SUPPLY CURVE 120+ l0+ 0 100 +\ 1 \ 90+ \ i \ P 80+ \ R ; \ S ; \\ S 70+ \ U \ R X \ E \ 60+ \ P 1 \ S ; \ I 50+ \ 40+ \ 30+ \ 20+ LEGEND * < -10.0 psi a 8802 gpm" Flow Test Point" X = Required Water Supply " 65.15 psi a 681.5 gpm " 10+ " 0 = Available Water Supply " 104.25 psi a 681.5 gpm " 32004800 6400 8000 9600 11200 12800 14400 18000 t FLOW (GPM) Y/:. .:>x 7 _. .. , i' r..v r. r 4. ! .Z r : ' -:. ..91"14•: A., a.. ,. ,<-v.. 4,' r1 -: f. i.2_ x ; K i ... _, .. ... .. _ .... 4 r <,. 1 > J. K•. _ r. , . .., t "3 . -G =4. ,,r. ...+ti/ rfLL<,y. .Y i :r{.y Tim y.,[•. :.I.' .M .vZ'i.t...'!i... '; •'. j ,.,- t -.. , , :,. ! .. s .• .. t <. - .. :.. : Z+.H'9. S%' i.. J.i -'., - • zikP' a i4• -h „•. +:,I. `Sffl 1. 4f .• WL CI.<:r Y.' - yew _ -- S _ f'!.- _P,.q f - .:... P , t . ,. .. .' y , - .. .. 1,N'r ...:sf' -,4 , _- „ }5:..y r<.,rr:fr„<,«Kk- .;I -.4•- ',,..x.,,.. ti'w .1N .n'. - >, l' t,. e;l'gi..nx.".'...,•5.'••e,+.. t'• , `•4'415?iA d. K. a>! a4kb . f 1• 4f 8, fl {tnn if t to l r 4ss