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05-0750 Hydro Calcs 110708i i "Oti GL):1EZ.D 24 E-SOURS A DAY" KNIGHT FIRE PROTTCTION, INC. 9702 Lathrop Industrial Dr. SW OLYMPIA, WA 98512 (360) 785-8606 FAX 785-8722 designrrr),kni~htiire.net LICrNSE NO. ICNIGIIFP044LI~ HYDRAULIC CALCULATIONS FOR TA~IQMA TEI2R_A FAIRWAY Yel>ixl, Washington Contract No. 08-109 FIRS"l, FLOOR SECOND FLOOR UPPER CORNER SECOND FLOOR LOWER CORNER Certificate of Competency Stamp For EEitire Set of Calculations. "QUALITY IS REMEMBERED.,. LONG AFTER PRICIs 1S FORGOTTEN!" C:1~auTC~,is ~~id Sc~~~~aesU?~ckV+~f~~ ~oc~~mcnislTcmplaics ~ i'ormslc~lcco~~crshcc~,.doc Kr7ight Fire Protection (nc. Page 1 Tahoma Terra Fairway-1st Floor Date 11-06-0$ 'iYDRAULIC D;JSIGid T:~1FORiAT.7:ON SH~~E'" i\a;:le ~ '1'cal?Okla 1'er.ra ~'ai7'b:ay lJate - .....-VG-~~ .,ocatior? - Ye'm, '•rdashir:gton 1?l,2'i E ding - `.iVS`c=elil 1\O. - Coni,ractor - Ra~nerv'er.erai :'~PVelcpment. Cc:?trac \~o. - Ot?--109 Calcu_ated 3y - S. Nee.Ly Dr_:,t.'i.rlg ?vo. - 5i.eei: _ G~: u ~Ci'i5t="'uC:;t~CC): ( } COITbUSt-1-i.~e ( } 1V0:1`CO:^;l~'~S~:E.}v~G' Ce]Wirq S?C,iCJ~it ~~-J~~ OCCI;°E-ANCY - S 7:'ype or La?Cuiai:l0;i: ( )I~FPIa R - ;Y)\i;'PA i31i i ~i?PA .'_3~W Y Number oL SpYi l?k 3 ers F'lotai r:g: ( ; 1 { ; 2 ;X} a { } 5 ; ) Ot??cr 7' ( }SpCClf?C Rt1 ~. 1, i1C (Jc3 C)~ by fc;tE <~ _ __ __ P~ ~i sted Fiotti~ at S art Po i. a?~. - ..-~7 Gum System ='ype I,i.sted Pres. a~. S'i.ar.t i?oi.nt - ".C.'7 Psi. (X) ~^d~t ( ry 17 M71XINilU '..,~5TEP SPAC f \iG 18 x ~.8 ) De..age t `%?-ei:ct.'~on E Domestic. Fl.o~~~ Added - Gp;r, Srrir?ti.cr. or Nczzlc 5 AdOlt301?a~. "~.O[h' Ad.^l~('_Cl - vr'.?T? ~`;n{Ci. Vt't436 IJCGe-~- V_-Ki=;q .i ~ieVa~ i.OI? ~~: (~1. g'1?eSl_ Ou=aet - 9' °. .~` .eel. S~. '/.,e -.~~~ i~-~'`c-C t.C~ ~. G Note: '~"em;;er_at~.r."e Ra~,::.rq '_5~ N Ca.culatiof? GI:>m Required 66.68 Psi Reglirc<x 3`x.02 Si:mrr~ary C-~'ar_i;or used: Overhead 1~0 C~7 U7di_£'a 1:'~.OY; 7'eSt: Pl1Itl0 ~alc3: A Date of 'l'est -- Rates; Lap. "isnc or ?`esi: - ~ Psi I, Static ;~~si.; - 5i Elev. I~ Itesi.eua.i. ;Psi) -- :~3 Ot.7er F1_ot.J (Glom) - .~.GO S E1€~vation - 0 P Locat i or. P 1, Source cl 7rf=grmatior}: City Of a'c].m l' At Pest Ur;iergrc'~~:~d '.~0 .l afl{ Or ite Se rv O'~._r: Cap. .~_ev. i4~ei1 0 cb 0 N r- ~ ~ (~ (O tl. ^ o` .-~ O U ~ = r ~ ~ (~ `} U {0 ?~ ~ ~ ~- P S6 Q Q ~ ~ ~ i~ m ~ ~ O C6 ~ ~ Y ~ ~~ ti~ ~ ~ o ~ rn ~~c~i ~N .. .. .. .. .. .. .. N -a ~ C ~ ~ ~ ~ ~ ~ ~ cILLL;~'~© ~ O ~--, ~ N N Q d (!i ~ W U7 U~ `""' (13 ~+ i i i ~ ~ r ~rNN O OM (p ~~~~25©Ln 0 0 0 0 ~ p c N Z ...J l.L.. 0 0 0 0 o r~ M cD a co ~~r . ~ .. N N O ~ ~ O ~ ~ d ~ aW` (r3 {CS a ~ = a ~:o o .~ n~ o~ ~~ ~ O O ~rNN (V yUUU ~-. O Lc j o C! 0 ' C~ 0 N a o O O O O O O O O O ~ r ~- r Y r r O 00 !~ cD ~S i ~ M N O .. ~ W C n C n S ~ W Q cn T Z ctc ~s c m Q U C U (i5 (9 a A O O a` a~ Q 0 U V : e- ['7 N N ~ (D .- C5 b f 4 ~ ~ O N'~ O ~» O c[) ~ O O r- (+7 r 00: ~ O ~ ~ V X000) t77 (0 (~ a ~ COI O r- f ~ '7 07 O O 00 ~ In MI~gC?1~ N I~ O N COOOCO O' N O r~ NtnOO~['S Ca I M ~ .- V O O ['7 [Q! d' O t--MOOM ~fi N ~ y"^ N OON Ct Q O rNOON ~: ti M N r O O ~- M ~ ~ M ~ E~ ~c- ~^ ~^ ~ N N N N ~ O r» ~ r- ~-- O ~ O O ~ N ~', Cn x-- w .- i- C P US U1 V OCTW M~ ~ o ~ J U ~ ch O o~ c0 M a ~ 7 .--~. x C v ~- ~ f(5 ~ NOrtn~ ~ ~ ~ d~ ~ ~ ~ m ~ N 0 3~ th ~ ~ O Q- ~ ur (6 ~ Q7 +~ (~ ~ (E7 ~ ~: NOf~c'7 MiL ~ LL ~ ~ Q N O m ~ N Q T U ~ ~ ~ - s ~ ~ ~ ~ ~ ~ O 2 - ~~2C~~J ~ Cn ~ j ~ ~ ~~ y ~ ~o LL "C 0) ~ ~ Cn O f1 ~ ~'' ~ U ~ N C_1 U O ~ ~ ~,~-~ ~_ Q1 ~ ~ (O.'. U7 w p N C1. ~ p Y ~ C ~ ~ ~ '~ ~ ~ ~ ~Z: rnC~UUrn~ ~ ~~'~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ C :r-+ L ~ O ~ ~ ~ ; ~~-. + --' UJ ~ ~ cn ~ iL ~~ ~a wc~zo~-~ ~ ~ ~ ~~~a Pressure 1 Flow Summary -STANDARD Knight Fire Protection Inc. Page 4 Tahoma Terra Fairway-1st Floor Date 11-06-OS Node Elevation K-Fact Pf Pn Flow Density Area Press No. Actual Actual Req. D1 8.5 5.2 7.2 na 13.95 0.052 256 7.2 p2 8,5 5.2 10.7 na 17.01 0.052 324 10.7 D3 8.5 5.2 7.2 na 13.95 0.052 256 7.2 D4 8.5 5.2 10.7 rya 17.01 0.052 324 10.7 1 9.4 K = K @ H2 14.7G na 17.01 2 9.0 K W K @ Fi4 15.36 na 17.28 4 9.0 K=K@~i1 15.19 na 16.29 5 9.0 KKK@N3 15.47 na 16.1 3 9.0 18.22 na 6 9.0 18.37 na 11 9.0 21,9 na 12 9.0 22.49 na 13 9.0 22.53 na 14 9.0 22.8 na 15 1.0 33.09 na 16 -3.0 34.96 na 17 -3.0 35.02 na TEST -3.0 35.02 na The maximum velocity is 11.56 and it occurs in the pipe between Hades 2 and 3 Compute}~ Programs by Hydratec inc. F2oute 111 Windham N.H. USA 03087 Final i:alculai:ions -Hazen-Williams Knight Fire Protection lnc. Page 5 T'ahoma Terra Fairway-1st Floor Date 11-D6-D8 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *`*~*'* Notes **"`** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D1 to H1 ............. D2 to H2 13.95 1.101 1N 7.0 0.500 7,2D0 150.0 0.0 7.Op0 3.681 13.95 0.0351 0.0 7.560 0.263 0.0 13.95 - __..... 17.01 1.101 1 N 7. D 0.500 15a.o a.D 7.oao 17.01 0.0505 0.0 7.500 _... 0.0 11.144 1 o.70a 3.681 K Factor = 5.20 Vel = 4.70 K Factor = 4.18 K Factor = 5.20 0.379 Vei = 5.73 17.01 14.760 K Factor = 4.43 D3 13.95 1.101 1 N 7.0 4.500 7.200 K Factor = 5.20 to 150.0 1 T 9.563 16.562 3.681 H3 13.95 _. 0.0350 0.0 21.062 0.737 VeE = 4.70 0.0 13.95 11.618 K Factor = 4.09 D4 17.01 1.101 1 T 9.563 0.500 10.700 K Factor = 5.20 to 15D.D 0.0 9.562 3.681 H4 17.01 _. 0.0505 .._. 0.0 10.062 0.508 Vel = 5.73 _. _ __ 0.0 17.01 __ 14.889 K Factor = 4.41 1 17.01 1.101 O.D 12.000 14.760 K Factor @ node H2 to 150.0 0.0 0.0 0.0 2 17.01 0.0504 - - O.fl _ 12.000 0.605 _ ___ Vel = 5.73 2 17.28 1.101 10 5.fl 10.500 15.365 K Factor @ node H4 to 150.0 0.0 5.000 0.0 3 34.29 ____ . 0.1845 0.0 15.50fl 2.859 Vel = 11.56 _ __ 0.0 34.29 _..._ ___ 18.224 K Factor = 8.03 4 16.29 1.101 O.p 6.000 15.189 K Factor @ node H1 to 150.0 fl.0 O.p D.0 5 16.29 0.0467 0.p 6.000 D.280 Vel = 5.49 5 16.10 1.101 1 ~ 5.0 12.500 15.469 K Factor @ node H3 to 150.0 0.0 5.OOD 0.0 6 32.39 0.1660 0.0 17.500 2.9p5 Vei = 10.92 0.0 32.39 18.374 K Factor = 7.56______. 3 34.29 2.003 0.0 15.000 18.224 to 150.0 0.0 C}.0 0.0 6 34.29 0.0100 0.0 15.000 0.150 _ Vel = 3.49. 6 32.39 2.003 1 N 11.0 92.000 18.374 to 150.0 0.0 11.000 0.0 11 66.68 0.0342 0.0 103.000 3.527 Vel = 8.79 11 0.0 2.003 1 N 11.0 6.250 21.901 to 150.0 0.0 11.000 O.D 12 66.68 . 0.034.3 . 0,0 17.250 0.591 Vel = 6.79 __ 12 0.0 2.003 0.0 1.250 22,492 to 150.0 0.0 0.0 0.0 13 66.68 0.0336 0.0 1.250 D.042 Vel = 6.79 Computer Programs by Hydratec Enc. Route 111 Windham N.H. USA 03087 Final ~a~culations -Hazen-Williarra Knight Fire Protection Inc. Tahoma Terra Fairway-1st FEoor Page 8 Date 11-06-08 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Nofes ***"** Point Qt Pf/Ft Eqv. Ln. Tofal Pf Pn 13 0.0 2.209 1 E 6.91 1.500 22.534 to 120.0 0.0 6.910 D.0 14 66.88 0.0321 0.0 8.410 0.270 Vel = 5.58 __ fl.0 66.68 22.804 K Factor = 13.96 14 66.68 2.209 1 N 11.0 8.000 22.804 to 120.0 1zik 0.0 11.000 9.680 * Fixed loss = 6.215 15 66.68 0.0321 0.0 19.000 0.610 Vel = 5.58 0.0 68.68 33.094 K Factor = 11.59 15 66.68 2003 0.0 4.000 33.094 to 150.0 0.0 0.0 1.732 16 66.68 D.D345 0.0 4.000 0.138 Vel = 6.79 16 0.0 4.1 0. D 45. DD0 34.964 to 140.0 O.fl 0.0 0.0 17 66.6$ 0.0012 0.0 45.000 0.053 Vel = 1.62 17 0.0 8.27 1 G 6.326 30.000 35.017 to 140.0 0.0 6.326 0.0 TEST 66.68 0.0001 0.0 36.326 0.002 Vel = 0.40 0.0 -- 66.68 - 35.019 K Factor = 11.27 Computer Prograir~s by Hydratec Inc. Route 111 Windham N.H. USA 03087 Knight mire Protection Inc. Tahorna Terra Fairway-2nd Floor Upper Corner Page 1 Date 11-05-08 !~Yt~RAU~IG i~I~:SIGt~ .vFCR~AT.T.0'~ S'iFrT. Name - s'~homc, 'T'erra L~Fiir~,•dcy Date - ~-06-p8 Locaticr - Ye~m, ia~asi?ir.gtvn i3u~ ld~ng - ;>v5::e:r~ P:o. - Co.,Yrartor - Rainer Genera. ~e~Te3opme~',t Conir.ac~, va. - QII-}.09 Ca~.cu].ated 3y - S. i~°ee].y .~z-awng :~o. - Sheet 2 0 2 CO115t_UCj:lO;7: ( j i CEt;i~l]~~.1,~r.3 e ( } i~'on-l..ii:liiJ,iSt.~_.7'-L~ :'e::. ~:. _. ng iie'3 ght ~' - " OCCUPAI~'CY - c type c£ Ca].c~alat,ion: ( ?}~FPA =.3 Reside:~t:ia1 (Xji~~PA i3s< ;\1PA 13D Y ?~~umber o~ Spr~i.nisZ.ers ~'~i ow.rg: ! } Z ) 2 {X7 ii S ( ;Other. 'i' ) Specific Rulin g i~~ad e by Bute E i~ iis~ed Flow ar 5tar,t ?Oint ~ 17 Gpm System '1'yi;e 1~isted Pres. at Start ?o;;,t - 1Q,7 Psi {X; 6~~et ( ) Dry D ~AXI€~',UM LISTED) Si~E?CIl~G J.II x 1II ; } i~ci uge i rreAct_i.on E 7omes~~ic Elo~fa 73dded - Gt~m Spr. iraki er. or ?~~v~~le S Additior.ai ~'~.ca,~ Added - C~v,r~ Waite '~II~~3o '+'cde~. Cr~ki;:a I Elc~tiration ut Highest. Out.l,et - 19'-G"Feet S~,ze ]./2" K-}~Uc"or ~.?. G ?~~OLC. `?~~:Ti~:e.~c.tUrF? Rat?.n:, 1`J5 ~~E Caic;ulat:ian wpm Rea~~irec `6.6:t. Psi. Requi red s~.~r6Ai. „est. S'~]m mary C-r"actor Used: Over.heaci ~S© U~~dergrcund ' SG r~, ,,later E•'loc•a '.'est. Pump rata: `i'ar.k or iteser•~~oiY: A I~e3tC; CJi: TeSL - kZc;Y:eCl C?p. CBp. _ .. ~.me Off' i`ESt - ~ ~~S.l ~ C(~?~7, L. St.at.i.c ;Ps1 - ~'7 Elev. it Residaal. {Psi,) ~ ~3 CT, }7C:r 'vdel? ~1ow {~~m} - W].60 ?rooi Flow Cam ~ L'J etruU7 On - iJ ~ _ _.. _ LOCa1Cri: r, :a Source of ~i~.fo,_r~at~i.on: City Of Ye~.:~ __ a co 0 (~# r ~ ~ ~ ~ ~... N C O U fl.. Q 0 0 •--~ t,i U a c ~ c N T ~ C f6 O U' ~' ~ Ei O Q 0. ~ ~ ~"' L ~ ~ '~ O Y ~ oooC°,~ rn~ ~ N ~~I~ ~C4 CA CO © [fl ~ Lf) ~ L() N -6 N ~ CC1.. ^. .~~~ C O ~ RS (ll ~ ~ ~ 47 `~ ~ N fnQ Q [n~ N W (!) Ln ~ ~ (1J T i N ~t-NN O O ~ ~ ~ 0 ~ ~ _ _ ~ ~ O O O N O Y O < N ~ r _ J L.L O O O 0 a a cp ~ I~ M r- ~n ~n ,- .. ~ . ~ o a ~ ~ ~ ~ ~ ~ ~+~` ld SO ~ 7 Q U -6 ~ O O . ~'~ (n N ~ ' ' Q ~ ~ (A ~ CL QS o O r ~ ~ N ~UUU ~ ~ 0 ~ ~ ~ U ~ r t - d ~ W U7 Cn ~ ~ LLJ ti O ('') O Z fi a C d V : N; r [~] N (Or[70r O CO O QN ', O r-OOrO i'7 r^ op : ~fi O ~ ~trOC]O~ O7 t6 ((3 ~ ~ cp''. O '~Y W U O CO c3 4'J a- M f~ O Q l~ N' h O r' N0000(SJ G? N O N~ O O t 1 ~ 0~ ~. ~ ~ r V' O O f'7 (O I V O r~ M O O c+'i ~. N [f7 <-NbON V O O <^NOON ~I ~ M ~ CO .-~ O O r M : Min u'7 i~ r r•- r .- '' N N N N I CD r^ r r r O r O O ~ N 47rr-r-r _ Q ~J I cn r '~Y'O~o0 D7m O ~ ~ t~ U M O 00 CO (S? 'C3 ~ - ~ ~ X C_ ~ ~ ~ (0 m 6 ~, NOI~~U~ ~ ~~ (O N ~ p Q ~ \; NC3i~ M ~ N ` ~ Ul (~ -p ~ ~~.~ ~ ~ U N ~ O ~ ~~ NOf~MMLI., JCL ~ ~ Ll. Q O O i LL ~ (~ ~ ~ ~ (n ~N 3~a~U j, ° - Z ~ v -o ~ m O 2 W ~=Q~~J ~ G ~X ' ~' - _ ~ . ~ m ~ ~ ~ p ~ ~ f 3 m U o~ ~ ~ ~ ~ ` ~ m: ~3 E ~, UU ~ G ~ ~ ~- Y ~ _ C ,~ C ~ ~ ~I- m`°' Z' aa~aaa - rnC7UUrn~ ~ ~~c ~~ ~ ~ J ~~' ~ ~ ~ ~ '.~-~ ~ ~7 ~ m N ~ ~ ~ ~ (n l.L. Y I~ ii Q u.~ C~ z O F- N ~ ~ ~ ti f1 Pressure /Flow Summary -STANDARD Knight Fire Protection Inc. Tahama Terra Fairway-2nd Floor Upper Corner Page 4 Date 11-0E-08 Node EiBVation No. D1 18.5 D2 18.5 D3 18.5 D4 18.5 1 19.0 2 19.0 4 19.0 5 19.0 3 19.0 6 19,0 9 19.0 10 9.0 1 1 9.0 12 9.0 13 9.0 14 9.0 15 1.0 16 -3.0 17 -3.0 TEST -3.0 K-Facf Pt Pn Flow Density Area Press Actual _... Actual Reo. 5.2 7.2 na 13.95 0.052 256 7.2 5.2 7.2 na 13-95 0.052 256 7.2 5.2 7.2 na 13,95 0.052 256 7.2 5.2 7.2 na 13.95 {}.052 256 7.2 K = K @ H2 16.1 na 14.23 K = i< @ H4 16.51 na 14.37 K=K@H1 15.69 na 14.05 KµK@H3 15.95 na 13.95 20.04 na 20.13 na 22.54 na 27.4 na 28.04 na 28.48 na 28.51 na 28.71 na 38.88 na 40.72 na 40.76 na 40.76 na The maximum velocity is 9.64 and it occurs in the pipe between nodes 2 and 3 Gom~uter Programs by Hydrates Inc. Route 111 Windham N. H. USA 03087 Final Calculations -Hazen-Williams Knight Fire Protection inc. Tahorrta Terra Fairway-2nd Floor Upper Corner Page 5 Date 11-OG-fl8 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ~**'*** Notes w~~*~~ Point Qt Pf/Ft Ec{v. Ln. Totai Pf Pn D1 13.95 1.101 1N 7.0 0.500 7.260 K Factor = 5.20 to 150.0 0.0 7.000 8.012 H1 13.95 0.0349 0.0 7.5DD D.2G2 Vel = 4.70 D. a 13.95 15.474 K Factor = 3.55 D2 13.95 1.101 1 N 7,0 0.500 7.200 K Factor = 5.2D to 150.0 0.0 7.000 8.012 H2 13.95 0.0349 0.0 7.5DD __ _ 0.262 Vel = 4,70 __ a.o 13.95 15.474 K Factor W 3.55 D3 13.95 1.101 1 N 7.0 4.500 7.200 K Factor = 5.20 to 150,0 1 T 9.583 1 G.5G2 8.012 H3 13.95 0.0350 0.0 21.062 0.737 Vel = 4.70 __ ._. ... 0.0 13.95 15.949 K Factor = 3.49 D4 13.95 1.101 1T 9.563 0.500 7.200 K Factor- 5.26 to 150.0 0.0 9.562 8.012 H4 13.95 -___ 0.0350 0.0 .. 10.062 - __ 0.352 Vel = 4.70 _. 0.0 13.95 15.564 K Factor = 3.54 1 14.23 1.101 0.0 1 1.25D 16.104 K Factor @ node H2 to 150.0 D.0 0. D 0.0 2 14.23 O.D363 6.0 11.250 0.408 Vel = 4.86 2 14.38 1.101 10 5.0 21.750 16.512 K Factor @ node H4 to 150.0 0.0 5.000 0.0 3 28.61 0.1319 __ 0.0 26.750 __. 3.529 Vsl = 9.64 0.0 28.61 20.041 K Factor = 6.39 4 14.05 1.101 0.0 7.25D 15.692 K Factor @ node H1 to 150.0 0. D 0.0 0.0 5 14.65 0.0354 0.0 7.250 0.257 Vel = 4.73 5 13.95 1.161 10 5.0 28.000 15.949 K Factor @ node H3 to 150.0 D.D 5.000 0.0 6 28.0 0.1268 D.D 33.000 4.185 Vel = 9.44 0.0 28.00 _ _ _ 20.134 K Factor = 6.24 3 28.61 2.003 0.0 13.D00 20.D41 to 150.0 0.6 0.0 o.a G 28.61 0.0072 0.0 13.000 0.093 Vef = 2.91 6 28.00 2.003 1 N 11.0 84.000 20.134 to 150.0 0.0 11.000 O.D 9 56.61 0.0253 OA 95.000 .. 2.403 Vei = 5.78 9 0.0 2.003 1 N 11.0 10.000 22.537 to 150.0 D. D 19.600 4.331 10 58.81 0.0253 D.D 21.000 0.531 Vel = 5.76 __ 10 0. D 2.003 1 N 11.0 14.500 27.399 to 150.0 D.0 11.000 0.0 11 56.61 0.0253 0.0 25.500 0.645 Vel = 5.78 Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 1=€nal Calculations -Hazen-Williams Knight Fire Protection Inc. Page 6 Tahoma Terra Fairway-2nd Floor Upper Corner Date 11-06-08 Hyd_ Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng`s Pe Pv `*~`*"`~ Notes '~~~"** Point Qt Pf/Ft Eqv. t_n. Total Pf Pn 11 0.0 ___ _ _ _ 2.D03 _ 1N 11.0 6.250 28.044 to 150.fl 0.0 11.000 0.0 12 56.61 0.0253 0.0 17.250 0.436 Vel = 5.76 12 0.0 2AD3 0.0 1.250 28.480 to 150.0 0.0 0.0 0.0 13 - 56.61 - - __ 0.0256 0.0 1.250 0.032 Vel = 5.76 13 0.0 2.209 1 E 6.91 1.5fl0 28.512 fo 120.0 0.0 6.910 0.0 14 56.61 0.023$ 0.0 8.410 0.200 Vel = 4.74 0.0 56.61 28.712 K Factor µ 10.56 _ _ _ __ _ __ 14 56.61 2.208 1 N 11.0 8.000 28.712 to 120.0 1Zik 0.0 11.000 9.720 "Fixed loss = 6.255 15 56.61 0.0237 fl.0 19.000 0.450 Vel = 4.74 0.0 56.61 38.882 K Factor = 9.08 15 56.61 2.003 0.0 4.000 38.882 to 150.0 0.0 O.D 1.732 16 56.61 0.0255 0.0 4.000 fl.102 Vet = 5.76 16 0.0 4.1 0.0 45.000 40.716 to 140.0 0.0 0.0 0.0 17 56.61 0.0009 0.0 45.D00 0.039 Vel - 1.38 17 0.0 $.27 1 G 6.326 30.000 40.755 to 140.0 0.0 6.326 0.0 TEST 56.61 0.0 0.0 36.326 0.001 Vel = 0.34 0.0 56.61 __ - - - - 40.756 K Factor = 8.87 Computer Programs by Hydratec inc. Route 111 Windham N. H. USA 03087 Knight Fire i'rotection Inc. Page 1 Tahoma Terra Fairway-2nd Floor Lower Comer Date 11-0~-~8 :~s~rDRr~~,3.c DFSZC~] ~~FCR~~T~cie S!;~.,~'r. Dame - 'i'ai~oma '' erra ~'ai rway Dai.e - ::.1-06-08 L:ocat:ion - "el.irl, n?a,ningi:on Fsu.i.].ding - Sys~.:em Vo. -- C,oni:ractor - Rainer. Genera~~ ~.e~e:lot~:nent: Col tract Vic. ~ O~rv=Sfl r.a1Ci2:~=LE?C~ !~)~ - .~~. 1\eely ~i?`czbvi_21C~ I\G• - SC?('('_t_ L Of C:b]'151:rl:tCt.OIi: { 1 ~O?T.r.ll5C'!1J!L' ( i ~Ol?wC0!!'.7~LStik}le Ce.l.~.7.nL) I~C'.LC71i~ ~'-()" OCCl3l'AI~)CY -' 5 T!!pe oz Cal[.u1.aLion: ( i'~r'p71 '~.3 I.~esEdential (X)i~k'pA :.ut ( }1i?"=73 ~3 Y \]umber cf SprT.r:•kl.ers !:? otainq: ; } .':. ; ;~ 2 ;Y,{ q } S ( iOthc~r 'r' { ; Speci.>=ic Ru,.inq ~9ade ;y Dote __ __..._.... ,.. ....._ . ._ _. __ _ r- _ _ ._ _ ~I Listed Flow at Start T'oi1~:_ ~ 7 ~p:n ~yst.em t'ypc Listed Pres. ai< S:.c3r~. ?pir1- - i0.'7 ~-s~_ ;X) i'dct ( ~'ry I; ?/AX:~:i~Ul! :_:iS`T'FD SPACING "~.r3 ;~ 1f~ { ) W'eluce i r Pr.e1lc~~ion 71 Domestic E'~.a:-: ~?ccEeci - Gpm ;pri~:kler or ~ozzze :~ Add7.l.iGl7ai 1.'_O~n' P:Ci(:.C'C; -' Gp:r; ;"•JaCe V7~4..~E t1Gde~. V,. }:.l.::g ~.evaY~on aL h~iq'r:c;s~. OutT.et - '-~'~-0"recd: Size i/2" K-T~art-Gr .,.2 C \ete: 'T'emperature Rating 15:; N Calca;_~Ition Gym Reaui.r.ed ~ic.8i psi Rec~a.i.r.ed 45.72 sit `Pest Summary C-i?actor ~Jsed: CJverread 1 ~0 Jr;deresro~.nci _5[; j^. ]1;&Le2' I''ZOlar `?'eat: ~~LI17~p ~c.i_a: `i'a?l )f O~ t~C?Se;`vOir: !~ r~a4e of Test - tatec~ Cap. Cap. .T, T-~me of 'l'est: - a psi ~~,~:ev. ~, Static (psi.7 - a°) :.lev. R Residua. (Psi } - 53 Ot:~er_ Gi'ea .i. Flaw {~,pm; - 150 'roof _~:~ow Gpm S L'l.evat4_on ~- 0 1 Location: ]? T., Scl.r_ce af. ?:n;`o?:nrati^n: C.i.t~, Oi Yc~lrr~ Y m 0 0 N ~ ~ ~ d fl C_ O U 0 0 _ o U "' ..,~ ~ c (ll ~ N ~ c (zp ~ C U '~ ~' ~ Ei Q O ~ L ~ ~ ~ ~.,, ~ m ~ "~ O 7~ ~~ ~ ~ co~~ ~""' co ~~~ °ro~n ~ ~ ~ ~ ~{-- (f~ ~ [fl ~ ~ ~ ~ to CCS N ~ ~ ~- D ALL ~,~wT- G Q ~ O p U fS7 .~ ~ ~ ~ ~ O ~ _ ~ (O ~ ~ ~ ~ Q ~ Q ~ a tIJ Cn (! ""Cn ~ ~ N ~ ~ N N O O [•') ~ ~d©©~~C7cn N fl O O CO O O V N Q< N ~ ~ _ d ~i LL O O O Q n a ~ co AMT ~~r .. ~ .. ~r ~ n ~o `~ ~ ~ d ~ ~~ ~ ~ U 'O ~ O O Q.. ~ "" N N Cf ~ Cn ~ EY ~ ~ ~ O ~ (6 NN N ~ ~UUU ~, ! a f~ a V t* a 7 a N a a O O O O O O O O O O ~ . - r r r r O 7 0 0 f ~ C fl t. {~ ' V' c '> N r ~ 2 ~ LL.I (n l1~ ~ CY [1J O M O Q Z ca C 7 O Ct r (7 N N: cOr4O.- O i ~ O' O r O Q N', In r O O r r r ~~ ~ „, , ~ p ~ ro L1 ~ ~ o cr o3 ca d o0 ~' ~ .~-~ ; r~ ~ o o n N. h O r NCOdOCO O N O N t['y O O i[7 Cp ~fJ c0; r~ddm ~?' O ~: .-moos, N ~ ~f'3 ' r NOO N O O <1' '' ~"- N O O N I f` m', 00 rOO r M iC) ifJ m I ~ r r r r N N N N (prrrr _O rOp~1- N : ~(7 r r ~- ~- ~ O ~! N V'OmW Wm N N O \'' ~ r-'~, m O CO (D (O 'p I N x i~ cp r '. NOI~~7~ N N (i5 Q7 ~ M' ~ N O I~ M 'cT ~ ~ ~ ~ U ~ ~~ N O t~ M m LL O o m ~' t~. a ~ ~ C C ~ ~ ~ ~ ~ c p ~ ~ 'D m N li1~200 E"J ~ ~ ~ ~ rr//~~ v~ ' ~. O ~ ~U N cn O to a ~ ~j ~ `~UU o.~ ~ .~ ~, Y ~ ~» ~ a> ~ L ~ ~ ~~ ~~; b a~aap~- rnC7UUrn~ ~ ~ ~ ~ '. ~ ~ ~ ~ 7 ~ ~ v' m LL Y 't"" lL Q' iJ1 C~ Z O ~- iV v U ~.. C ~ v ~ ~ L ~ Q~ Q. ~ ~ ~ C Q O Ul f0 ~ ~ (? C U 1~1 ~ O ~ .~ ~ ~~ ~ ~:~ ~~ E ~ ~ ~ ~ Q1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ C ~ ~ ~ ~ ~ Pressure /Flaw Summary -STANDARD f4night Fire Protection inc. 7ahoma Terra Fairway-2nd Floor Lower Corner Page 4 Date 11-06-08 Node Elevation K-Fact Pt Pn Flow gensity Area Press No. Actual Actual Req. D1 18.5 5.2 10.7 na 17.p1 0.052 324 10.7 q2 18.5 5.2 1D.7 na 17.01 0.052 324 10.7 q3 18.5 5.2 7.2 na 13.95 0.052 256 7.2 q4 18.5 5.2 7.2 na 13.95 O.fl52 255 7.2 1 19.0 K = K @ H2 19.09 na 17.01 2 19.0 K= K@ H 1 19.85 na 17.34 4 19.0 K = K @ H3 20.49 rra 15.82 6 19.0 K = K @ H4 22.13 na 16.64 3 19.0 22.37 na 5 19.D 22.55 na 7 19.0 23.02 na 8 19.0 24.6 na 9 19.0 26.37 na 1D 9.0 31.42 na 11 9.0 32.29 na 12 9.D 32,89 na 13 9.D 32,93 na 14 9.0 332 na 15 1.0 43.49 na 16 -3.p 45.36 na 17 -3.0 45.42 na TEST -3.0 45.42 na The maximum velocity is 10.89 and it occurs in the pipe between nodes 7 and 8 Compu#er Programs by Flydratec Inc. Route '111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams Knight Fire Protection Inc. Page 5 Tahoma Terra Fairway-2nd Floor Lower Corner Date 11-06-08 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***"""` ` Notes '`"`*"`~* Point Qt PfIFt ~qv. Ln. Total Pf Pn D1 17.01 1.101 1 N 7.0 0.500 10.700 K Factor = 5.20 to 150.0 0.0 7.OOD 8.012 H1 17.01 0.05D4 0.0 7.500 0.378 VeI = 5.73 0.0 17.01 _ . _ 19090 K Factor = 3.89 . D2 17.01 1.101 1 N 7.0 0.50fl 1 D.70D _ K Factor - 5.20 to 150.0 0.0 7.000 8.012 H2 17.01 0.0504 0.0 7.500 0.378 VeI = 5.73 0.0 17.01 19.090 K Fac#or = 3.89 D3 13.95 1.101 1 N 7.D 4.500 7.200 K Factor = 520 to 150.0 1 T 9.563 16.562 8.012 H3 13.95 0.0350 0.0 21.062 0.737 VeI = 4.70 0.0 13.95 15.949 K Factor = 3.49 D4 13.95 1.101 1 T 9.563 0.500 7.200 K Factor = 5.20 to 150.0 0.0 9.562 8.012 H4 13.95 0.0350 0.0 10.062 0.352 Vel = 4.70 0.0 _ 13.95 . ... 15.564 . K Factor = 3.54 1 17.01 1.101 0.0 15.000 19.090 K Factor @ node H2 to 150.0 0.0 0.0 D.0 2 17.01 0.0505 __ 0,0 _ 15.000 __ . 0.757 Vel = 5.73 2 17.34 1.394 1 O 6.0 37.000 19.847 K Factor @ node H1 to 150.0 0.0 6.000 D.0 3 _... 34.35 0.0587 0. D 43.000 2.522 VeI = 7.22 o.a 34.35 22.369 K Factor = 7.26 4 15.82 1.1D1 10 5.0 41.750 20.490 K Factor @ node H3 to 150.4 0.0 5.000 0.0 5 15.82 0.0441 0.0 46.750 2.D60 Ve(= 5.33 0.0 15.82 22.550 K Factor = 3.33 6 16.64 1.394 1 O 6.0 52.000 22.132 K Factor @ node H4 to 15D,0 0.0 6.000 0.0 7 .................. . 16.64 0.0153 D.0 58.000 0.889 Vei = 3.5fl 0.0 16.64 23.021 ___ __ _ K Factor = 3.47 __ 3 34.35 1.598 0.0 6.000 22.369 to 15D.a o.o a.o o.o 5 34.35 0.0302 0.0 6.000 0.181 VeI = 5.49 5 15.82 1.598 D.0 7.750 22.550 to 150.0 0.0 0.0 0.0 7 50.17 0.0608 0.0 7.750 0_.471 VeI = 8.03 7 16.54 1.598 1 N 9.D 6.250 23.021 to 150.0 0.0 9.000 0.0 8 66.81 0.1033 0.0 15.250 1.575 VeI = 10.69 Cor~nputer Progran~s by Hydratec Inc. Route 111 Windham N.H. IJSA 03087 f=inal Calculations - Nazen-Williams Knight Fire Protection Inc. Tahoma Terra Fairway-2nd Floor Lower Corner Page 6 Date 11-06-08 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****"** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 8 0.0 2.003 1 N 11.0 40.5D0 24.596 to 15D.o o.0 11.DOO o.o 9 _ 66.81 _ _ 0.0344 _ _ 0.0 _ . . 51.5D0 ... 1.7'70_ _ _ Vel = 6.80 _ - ___ _ __ 9 0.0 2.003 1 N .0 1 1 10.000 26.3fi6 to 150.0 0.0 11.000 4.331 10 66.81 0.0343 0.0 21.fl00 0.721 Vel = 6.80 1 D 0.0 2.003 1 N 11.0 14.500 31.418 to 150.0 0.0 11.DOD 0.0 11 __ 66.81 0.0344 D.0 25.500 0.876 Vel = 6.80 1 1 p.D 2.003 1 N 1 1.0 6.250 32.294 to 150.0 0.0 11.OOD D.0 12 66.81 0.0344 0.0 17.250 0.593 Vel = 6.80 12 0.0 2.003 0.0 1.250 32.887 to 150.0 D.D D.0 0.0 13 66.81 D.0344 0.0 _ _1.250 _ 0.043 _ __ _. Vel = 6.80 13 OA 2.203 1 E 6.91 1.500 32.930 to 120.0 0.0 6.910 0.0 14 66.81 0.0322 0.0 8.410 0.271 Vel = 5.59 0.0 66.81 .. _ 33.201 K Factor = 11.59 14 66.81 2.209 1 N 11.0 8.000 33.201 to 120.0 1Zik O.D 11.000 9.680 * Fixed loss = 6.215 15 - -- 66.81 _- - _ 0.0322 _ 0.0 19.000 0.612 Vel = 5.59 0.0 66.81 43.493 K Factor = 10.13 15 66.81 2.003 0.0 4.000 43.493 to 150.0 0.0 0.0 1.732 16 66.81 D.0345 0.0 4.000 0.138 Vel = 6.80 16 D.0 4.1 0.0 45.000 45.363 to 14D_o a.o o.o o.o 17 66.81 0.0012 0.0 45.000 0.054 Vel = 1.62 17 D.0 8.27 1 G 6.326 30.000 45.417 to 140.0 0.0 6.326 0.0 TEST 66.81 0.0 D.0 36.326 D.001 Vel = 0.40 0.0 66.81 45.418 K Factor = 9.91 Computer Pregrai~s by Hydratec Inc. Route 111 Windham N.H. USA 030$7