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1480 Deerwood Dr - Fire Protection by Computer Design Report
I * L &&'PiN'6 * * ******* 8= S IFo: lE- IF° Fc 01- U- C -6"' IE 0 e4 8Eti Y C 0 ii fi IF° tlJI -r IL FZ V, IF- 5 X E, 11` 0 V ]C 9 1[ 8-9 C?- A lUl 'T- 0i a l A T- .-L' C ? 1F° ff? Y 11^-8 #< 11_ E: IFt *c F" Ul L- . MT r4N :Lx * CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY * NAME DEERWOOD ELEMENTARY SCHOOL * LOCATION DEERWOOD DRIVE, EAGi^N, MINNESOTA * SYSTEM NO, 1,2 h 3 * CONTRACT NO. 86•-6105 XcX<XcX<XcXc:kXcX?XCXCXcXtX<*XCX??*??kXCXCYk?k:9c ;cXCXcXc%k?XXc?XC*XcX<X<?kXcXCX«X%cXCarX<X<XcX<XtX<XC?KXc%k*X<dc%k?KXC?:k?K:k?:kXcXc:K:#Y?:k?XXcXtXC?k S 7` . O"" rho LA ? . b'"6 ? B^.g 6^ 6 .. _-5 6o -4 96 a 0 HYDRAULIC DESIGN INFORMATION SHEET NAME DEERWOOD ELEMENTARY SCHOOL DATE 8/6/86 LOCATION DEERWOOD DRIVE, EAGAN, MINNESOTA BUILDING STEEL DECK BEAMS JOISTS CONC WALLS SYSTEM NO. 1 90*0710/ CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 86-6105 CALCULATED BY TOM MILLET; DRAWING NO. 1 OF 3 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 9 OCCUPANCY SHIPPING AND RECEIVING AREA S !(X)NFPA 13 ( )LT.!-IAZ. ORD.HAZ.GP.(X)1( )2( )3( )EX.HAZ. Y !( )NFPA 231 ( )NFPA 231C FIGURE 2-2.10) CURVE S !( )OTHER T ! ( )SP'ECIF'IC RULING MADE BY DATE M !AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE !DENSITY- GPM .16 (X)WET( )DRY( )DE'L.UGE< )PREACTION D !AREA PER SPRINKLER 130 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 0 MAKE 'CENTRAL' MODEL "A" S !HOSE ALLOWANCE GPM-OU'T'SIDE 250 SIZE 1/2 K-FACTOR 5.6 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 165 G ! 14 ! CALCULATION ! GPM REQUIRED 299.81 PEI REQUIRED 56.09 AT BAST= OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST 1 PUMP DATA ! TANK OR RESERVOIR A !DATE O TEST 2-5-86 ! RATED CAF' 0 ! CAP. 0 T !TIME OF TEST ! AT GPM 0 !.ELEV. 0 E !STATIC (PSI) 61 ! ELEV 0 R !RESIDUAL (PSI) 60 ! ! WELL !FLOW (GPM) 3215 ! ! PROOF FLOW GPM 0 S !ELEVATION STREET P ! P !LOCATION :18 INCH CITY MAIN IM DEERWOOD DRIVE. L !SOURCE OF INFORMATION :CITY OF EAGAN WATER DEPARTMENT Y !COMMODITY CLASS LOCATION C !STORAGE 1-!T. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID FILED Y. PALLETIZED Y. RACK /. M ! ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED ! R ! ( )DOUBLE ROW( ).SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW ( )OPEN 0 ! K ! FLUE SPACING: CLEA!iANCE:.STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) XtXCXc:dt.,cXcXCXCkCX?:kXC?XcXcXCXcXc:kXCXCXC%k??%1?X<%%=d?Y.C?YyF7KXcXcXcXcXcXc?kXCXC>k:kXtskM?XX?:kNt:K1?X<1??1CXc??M?:k>;t?XA?t>kXC;kX?X?MX<Xc?X?M>kM 1 :r F C F" F,,C 0 -9- !E f- l! 3C 0 646 - 0 "M• 0 0 Mi 0-" U _F 6_ FZ 1> E7_ V IE 61649 JOB- DEERWOOD ELEMENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 1 *************ktXCkC*********UPIDERGROUI`ID FLOW INTO BUILD II`IG%k%%kk%ckc;%%xtKcXckXc%ic%>kk8ckc>Y>k„? IFGFZ - IC} E: EE FZW000, IF- L- IEMIF P1I-n'='n IFZY S'CH004- DENSITY X AREA 0.160 X 1500.00 = 240.00 OVERAGE = 0.25 = 60.00 RACKS = 0.00 INSIDE HOSES O T = 0.00 S ?/S ?E 4 1 U SIDE HOSES = 250.00 1 7 j3EM 07-E S FLOW REQ'D FOR SYSTEM = 300.00 FLOW AT BASE OF RISER = 300.00 MIN FLOW AT BASE OF RISER = 0.00 TOTAL FLOW = 550.00 STATIC PRESSURE = 61.00 RESIDUAL PRESSURE = 60.00 RESIDUAL. FLOW = 3215.00 FLOW FROM CITY SUPPLY AT 20PEI = 23931 GPM PRESSURE FROM CURVE Cd TOTAL FLOW 60.96 ELEVATIO14 = 0.00 F00T 0, . NO. DIA 'C° LENGTH FACTOR + FLOW PF FLOW VELOCI'T'Y 1 8.140 140 1700.00 0 H 0.00 3.55 550.00 3.39 2 8.140 140 100.00 @ 0.00 0.07 300.00 1.85 ADDITIONAL VALVE LOSS, ETC. 0 11-01, ? A SAS SAFETY Y MARGIN _ - 0 !/A/LFaLC' AT PRESSURE AVAILABLE FOR SYSTEM - 57.34 UNDEf 6/fOVn/D E/uT/f4,?LE .5 Y5 7-c- In VES16nl ORD1a14Ry 1IAZA,gO (,RoyP 1 •/6 11S00 SO Fr ??.s,oTE ??EA /3 11ri9ar A 7" Vl-?Ir /ipiG S?AC/rvC, AVtiTE = dt(- / "A" ?P/'u Z"A- )OlPE /o BE F/READABLE QJLUFD XC Ll/ 1 Ty G.4-SS /R o.? I-'17iin/6J ALL Z h ",er ?l% PCr y'' ?I?/PLC /o & 66Qi o v E D S cHED? G E /D W/%tl wel-CE:0 ©vrTGE?I w-a W w V a K x N c^a a? e a-a s r S ?? P'-0 aw IL E FM: E:. o. w %c *c w JOB- DEER WOOD ELEMENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 2 ************************ *REMOTE #1 DROPS & BRANCHI_IhIES*%YF?>X>k>X>X?YFrckyF?xkY6X:%>k>%XX??? HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POINT QT LOSEIF LENGTHS TOT. PF PN 19.20 1.104 OE 2.0 1.00 11.76 QA= 0.16 X 120.OOSQF. Q C-120 IT 5.0 5.00 0.00 K= 5.600 V 6.43 19.20 0.0940 6.00 0.56 -------------•------`---•-----•--___--------- B/ 1 9.20 12.32 K 1 •= 5.470 --------- -------- - - 15.20 1.104 1E 2.0 2.00 7.37 QA= 0.16 X 95.OOSQF. F C=12O IT 5.0 7.00 0.00 K= 5.600 V = 5.09 15.20 0.0610 9.00 0.55 15.20 --_.- --__.__.________ ____ _ 7.92 __.__._.._-_ ____.__________------ K 2= 5.400 Ei ----------- ------- < <E E / 0066, o A/ G 24.70 1.104 OE 1.4 1.00 19.45 QA= 0.19 X 13G.OOSQF. C=100 IT 3.5 3.57 0.00 K= 5.600 V = 8.21) 24.70 0.2100 4.57 0.96 24.70 20.41 K 3= 5.4 70 G1 --------- ---------- ?.... -------- __?!. ___._.?? r - 15.20 1.104 2E 2.0 8.00 7.37 QA= 0.16 X 95.OOSQF. K C=120 4.00 0.00 K= 5.600 V = 5.09 15.20 0.0610 _ 12.00 0.73 1S.20 ---- ---• ---- -------------- -•----- 8.10 ------- -------------.__------ K 4= 5.340 Ji . 14 20.80 1.104 iE 2.0 11.50 13.80 QA= 0.16 X 130,00SQF. A C=120 2.00 0.00 K= 5.600 V = 6.97 20.80 0. 1 090 _ Q.50 --! 1,47 ^ J_ f/Ef?I7CUwi??; 21.06 1.452 10.00 15.27 15.27 K= 5.470 P= 14.83 BJ C•=120 0.00 0.00 0.44 VELOCITY = 8.10 41.86 0.1047 10.00 1.05 14.83 9 --------- -------- -------- --.._ _---- - -.--- --------- -.--__._ .-- •-•--- -- 21.40 1.452 10.00 16.32 16.32 K= 5.470 P= 15.31 C C=120 0.00 0.00 1.01 VELOCITY = 12.25 63.26 0.2248 10.00 2.25 15.31 3 ??Lf/??_ rLp???G 22.91 1.687 9.00 18.57 18.57 K= 5.470 P= 17.54 D C•=120 0.00 0.00 1.03 VELOCITY = 12.36 -- a6.17 -0_1918 - --- - - -----9------- -f-73•- ---f 7--54 -- H(?? .. ........ 23.31 23.31 1.687 2E 4.0 10.50 20.30 20.30 K= 5.400 P= 18.63 E1 C=120 8.00 0.00 1.67 VELOCITY = 15.70 109.48 0.2987 1 8.50 5.53 18.63 JOB- DEEiWOOD EL EMENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 3 ?Kkt%?sK?k%<%t%c K* K X?CYF%kM Xc?t>klp*3XY?M kfiEI40TE t1 DROP'S & BRANCHLINESk<Xc k%? k ?c9XX<}x>%gc?c%crYgc9K kY[}X?tiXX??X 7 HYDRLC. QA DIA. EQUIV. FIFE FT FT REF. FLOW 'C' FITTING FIGS. FE PV *%kk* NOTES POINT LET LOSS/F LENGTHS TOT. FF FN 26.92 2.154 OE 5.0 17.00 25.83 25.83 K= --5.400 F= 24.86 F C=12O 1T10.0 10.00 0.00 0.97 VELOCITY = 12.00 --------- 136.40 ------- 0.1365 ---._---_. ---_-_---_ 27.00 ---___-_ 3.69 _._--__•-._-- 24.86 ------_ __SP 0.00 3.260 9.50 29.52 29.52 K== 0.000 P= 29.33 i C=120 0.00 0.00 0.19 VELOCITY = 5.24 136.40 0.0181 9.50 0.17 29.33 2 136.40 29.69 K 5= 25.030 ---- ------ ---- -S-6-6-:41'z Ae C, E No Y JOLT- DEERWOOD ELEMENTARY SCHOOL JOB NO 86-6105 DATE- 8/6/86 PAGE 4 ***********M***Xc*******: ***REMOI"E * TO U.G. ENTRANCE****:K****%k%t*Xc****:X********* HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTG.S. PE PV ***** NOTES ****aY POINT QT LOSS/F LENGTHS TOT. PF PM 18.56 1.104 ii.50 10.98 QA= 0.16 X 116.0090F. H C=120 0.00 0.00 K= 5.600 V = 6.22 -----__----18_56 0_0883- _--.SO--0--- ? ?7/?ADLUy?n/C,_ ----------- ----- - 18.54 1.104 OE 2.0 9.00 12.00 12.00 K= 5.600 P= 10.96 J C=120 IT 5.0 5.00 0.00 1.04 VELOCITY = 12.42 -__37.10-0.3182 14.00 4.46 10.96 ----------- ---.----- ----- /L?// -- 21.09 ?OG 1.452 OE 4.0 _ 6.00 -16.46 16.46 K= 5.340 P= 15.60 J1 C=12O IT 8.0 8.00 0.00 0.86 VELOCITY = 11.27 5a.19 0.1926 14.00 2.70 15.60 3 11eA,D.1r LOwii/G _ 22.18 1.687 5.00 -9.i6 19.16 K= 5.310 P-- 18.25 G- C=120 0.00 0.00 0.91 VELOCITY = 11.60 80.87 0.1706 5.00 0.85 18.•5 __.-.-_-____________________._-..___ ________.____-r _? 23.52 1.687 10.00 20.01 20.01 K= 5.470 P= 18.49 L C=120 0.00 0.00 1.52 VELOCITY = 14.97 104.39 0.2736 10.00 2.74 18.49 yc?or jco?%?G -------------------------- -------...------------------- -- 25.58 2.154 -0.00 22.75 22.75 K= 5.470 P= 21.87 M C=120 0.00 0.00 0.88 VELOCITY = 11.43 129.97 0.1248 -0.00 1.25 21.87 --------------------- 26.08 2.154 2E 5.0 36.5024.00 24.00 K= 5.470 P= 22.73 N C=120 1T10.0 20.00 0.00 1.27 VELOCITY = 13.73 156.05 0.1750 56.50 9.89 2"2.73 g- //&4,0,r ?LOC?/r?G ----•-------------••-•---------------------._._------- _---° ------- 143.76 3.260 5E 7.0 126.00 33.89 33.89 K= 25.030 P= 32.99 2 C=12O 2T15.0 65.00 0.00 0.90 VELOCITY = 11.51 299.81 0.0778 191.00 14.88 32.99 _____ ___________.__--_---___--____.____._ _ ___- -_-__ R _ 0.00 3.068 9.00 48.77 48.77 K= 0.000 P-• 47.63 TOS1 C=120 0.00 0.00 1.14 VEI...OCITY = 13.00 299.81 0.1046 9.00 0.94 47.63 ------------------------_.___•-----------•------- -------` 0.00 4.026 2.00 49.71 49.71 K= 0.000 Pl= 49.3- VAS1 C=12O 25.00 0.00 0.39 VELOCITY = 7.55 299.81 0.0278 25.OOF. 27.00 0.75 49.32 0.00 4.026 8.00 50.46 50.46 K= 0.000 P= 50.07 VASY C:=120 54.00 3.90 0.39 VELOCITY = 7.55 299.81 0.0278 54.OOF. 62.00 1.73 50.07 F'E= FOR HT'. OF 9.0 -----------•---•-------- IiOSR -- -------------------------------- 299.81 56.09 K 6= 40.030 ---- ----------?QuiRe?7 /?i91C dr_f EL --------- ft 30D CiPb7 G° S7.3Y PJ/ 19/AA/3LE Ar GIG. Evr1r,owe A/0 ?NO ?G?OaNO I`LOw 1,,r, BG+/,eojvG SEA OWL SEE 10,06E No S WHrE2 S-R,01V SCAIC-AA77L JOB- DEERWOOD ELEMENTARY SCHOOL JOB NO 86•-•6505 DATE 8/6/86 PAGE 5 *kC%c%c k?k **?X?kXc y k k8< ? ?C?C?cyc?c WA'i'Efi SUPPLY SCHEMATIC%? ?Xc ?Xk? X KycmY?XcXc„cY?Nc%C C #?C k K?C k?K '---------------------------------------•- ! STATIC PRES. t ! *C-- 65.000 PSI ! ! t ! 5 ! ! U ! ! P t ! F L SYSrE,? ?i R?? e T?/ ! Y t C ! ! U ! ! R t V ! E ! PRES. AVAILABLE * C-- 60.965 PSI ! SAFETY MARGIN n ! ! 5.255 PSI v ! t SYSTEM DEMAND---) *-------------=* C-- FLOW AVAILABLE ! ! 299.85 GPM / 250 GPM HOSE ^ 3689.42 GPM ! ! @5?09 PS/ / ! ! ---------------- t E ! TO'iA!_ DEMAND ! ! V ! 59.750 PSI AT! ! R ! 549.81-GPM ! ! U ---------------- ! / C RESIDUAL PRES.->* ! / 60.000 PSI AT ! / D 355.00 GPM ! N i / A i / M 23930.73 GPM * ! E AT 20.000 PSI ! D ! ! *C__ 3.900 PSI (ELEVATION) ! • t t ? ! -.-------------•-------------------------•------•-•---- -•--- FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 299.85 GPM OUTSIDE HOSE 250.00 GPM TOTAL DEMAND 549.81 GPM • s? 3: ?: 3; 0^0 ? ? 0..9 -0- ? 0-% a"-ti? -II' g ? ? 0=" ? a 0`0 0k: fl.... ? 0?`a. ?K%k%k%K>K%%XcXt:%?C%#kc*yc*:Sc*?C ;t*%KX?*%kkc>lC;k*Xc%kX??k%?%k??k??#%#?:#%#?a%%#%t:t<*kcXc?XXt:OCYF?YF?i%k?k:#?kXC:k?X??X:%%X?%?%X?YFN?'l,<:X?%C?xycXc T 0=- rho U L-. &° n .: N 0'`tl _. EY 0 ? ?.- FaEaE3 OD HYDRAULIC DESIGN INFORMATION SHEET NAME DEERWOOD ELEMENTARY SCHOOL DATE 8/6/86 LOCATION DEERWOOD DRIVE, EAGAN, MINNESOTA BUILDING STEEL DECK REAMS JOISTS CONC WALLS SYSTEM NO. i le 00 Z CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 86-6105 CALCULATED BY TOM MILLER DRAWING NO. 1 OF 3 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 33 OCCUPANCY GYM AND LUNCH ROOM S !(X)NFPA13 (X)LT.HAZ. ORD. HAZ.GP.( )1( )2( )3( )EX.HAZ. Y !( )NFPA 231 ( )NFPA 231C FIGURE 2-2.1(B) CURVE S !( )OTHER T !C )SPECIFIC RULING MADE BY DATE M !AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE !DENSITY- GPM i (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 177 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 0 MAKE 'CENTRAL' MODEL 4A* S !HOSE ALLOWANCE GPM-OUTSIDE 100 SIZE 1/2 K-FACTOR 5.6 I !RACK SPRINKLER ALLOWANCE 0 TEMPERA'T'URE RAPING 165 G ! ly ! CALCULATION ! GPM REQUIRED 2:2.5 PSI REQUIRED 58.66 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST' ! PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST 2-5-86 ! RATED CAI=' 0 ! CAP. 0 T !TIME OF TEST ! AT GPM 0 !ELEV. 0 E !STATIC (PSI) 61 ! ELF_V 0 ! R !RESIDUAL (PSI) 60 ! ! WELL !FLOW (GPM) 3215 ! ! PROOF FLOW GPM 0 S !ELEVATION STREET ! P i P !LOCATION :i8 INCH CITY MAIN IN DF-F_RWOOD DRIVE L !SOURCE OF INFORMATION :CITY OF EAGAN WATER DEPARTMENT Y ! !COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE ME'THOD:SOLID PILED Y. PALLETIZED "/. HACK '/. M ! ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED ! R ! ( )DOUBLE ROW( ),SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW ( )OPEN 0 ! K ! FLUE SPACING: CLEARANCE:ETORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) B= 3 0C0= F"0-"v:01-0-0-r IE 00^0--E;:lr 0 0 tM0="U-r EIFS. nIE;57 T Cw 04 JOB- DEERWOOD ELEMENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 7 *******:X*********:k**)K****(JNDERGROUND FLOW INTO BUILD [I IG XcXc?c?c?c ?C ??C?cy ?c?c?C ?cyc vcXck 6sX IF-OF;: - l>IEIEIFZwoon LEN'S( D^9 Q ?n?: if S0HOOIL- DENSITY X AREA 0.100 X 1300.00 = 150.00 X OVERAGE = 0.50 = 75.00 RACKS = 0.00 INSIDE HOSES = 0.00 S/s??/Y? ff / OUTSIDE HOSES = 100,00 /?Eia07 ?Z FLOW REO'D FOR SYSTEM = 225.00 FLOW AT BASE OF RISER = 225.00 MIN FLOW AT BASE OF RISER = 0.00 TOTAL FLOW = 325.00 STATIC PRESSURE = 61.00 RESIDUAL PRESSURE = 60.00 RESIDUAL FLOW = 3215.00 FLOW FROM CITY SUPPLY AT 20PSI = 23931 GPM PRESSURE FROM CURVE @ TOTAL FLOW - 60.98 ELEVATION = 0.00 FOOT = 0. i NO. DIA 'C" 1 8.140 140 2 8.140 140 ADDITIONAL VALVE SAFETY MARGIN PRESSURE AVAILAB LENGTH FACTOR 1700,00 0 100.00 @ LOSS, ETC. _E FOR SYSTEM + FLOW PF FLOW VELOCITY 0.00 1.34 325.00 2.00 0.00 0.04 225.00 1.39 - 0.00 ?Aup/LFl6 L? A T = 0 00 - 59.60 UIVPER TRA/C E GRDaND 4E/4 /NTo Auw0/N6 s )l T?? LIGHT Me z RAO L.A,,Al Vtool, 'l/SD 0 sd ?T SEE G E bo r fiC4 0 %G //RCA ro 2 P/pc /UU 7?.S *t•*c W 2Pc V T t< T 0^•II [;- n 911 '? ?7 ih i d`L 6 SF' >Fu T r a K R 1-=Fi C-0- *C -X :#c „fc JOB- DEER WOOD ELEMENTARY SCHOOL JOB NO 86-610 5 DAT E 8/6/86 PAGE 8 * Kkc%?kc # k ??c*Y? Xa 1?%i1?*?XXc?Y X?X?c Kati KFtL"MO'i F #a Bf;AINCHI_IN1= S #k .?ka%11 X X % % X K ??# % X1??K K%??kae HYDRLC. OA "C° EQUIV. PIPE FT FT REF. FLOW DIA. FITTING FTGS. PE PV Nc?C:;<yclc NOTES Xc*%?XtK POINT OT LOSS/F LENGTHS TOT. PF PN 18.00 1.104--- 10.00 10.33 @A- 0.10 X 180.00SOF, KK C=120 0.00 0.00 K= 5.600 V 6.03 18 00 0 0834 10 00 0.83 C 45 L _ - _ _ ___-- --- _ __ _ -_- - - ------ --? --- N B 18.42 1.452 13.50 ii.16 11.16 K= 5.600 P= 10.82 LL C=120 0.00 0.00 0.34 VELOCITY = 7.05 ---------- 36.42 -------- 0.0809 ------------------ 13.50 ---------- 1.09 ---------- 10.82 - 2 H6AQj /_GOU!%N(i 0.00 1.452 13.50 12.25 12.25 K= 0.000 P= 11.91 MM C=120 0.00 0.00 0.34 VELOCITY = 7.05 36.42 0.0809 - 13.50 1.09 11.91 0.00 ------- 1.687 ------_•-- 13.50 ---------- 13.34 ----•-----• 1:3.34 ---•--------•---_•----- K= 0.000 P= 13.16 I`IN C=120 0.00 0.00 0.18 VELOCITY = 5.22 36.42 0.0390 133.50 0.53 13.16 0.00 2.154 OE 5.0 36.00 13.87 13.87 K= 0.000 P= 13.80 PP C=120 iTiO.O 10.00 .76 0.07 VELOCITY = 3.20 36.42 0.0118 46.00 0.55 13.80 PE= OR HT. OF 10.9 36.42 19.18 K 10= 8.320 5 i8.OO 1.104 13.50 10.33 QA= 0.10X 180.0090F. AA C=120 0.00 0..00 K= 5.600 V = 6.03 i 8.00 0.0834 13 .50 1.13 18.67 1.452 i3.50 11.46 11.46 K= 5.600 P= 11.12 BB C=12O 0.00 0.00 0.34 VELOCITY = 7.10 -_ -----•-- -_36_67 - 0.0820 -----_._- 13.50 1.11 11.12 2 ??AD1 ?-Own/( - 19.22 1.452 13.50 12.57 12.57 K= 5.600 P= 11.78 CC C=120 0.00 0.00 0.79 VELOCITY = 10.82 55.89 0.1788 13.50 2.41 lil72 3D./ GJ,%ry[? 21.07 i.687 OE' 4.0 26.00 14.98 14.98 K= 5.600 P= 14.16 DD C=120 iT 8.0 8100 0.00 0.82 VELOCITY = 11.04 --_._._.....__.._. 76.96 .-------- 0.1556 -------_._.---.____ 34.00 .__._._._.__-- 5.29 -----____- 14.16 _ _.--- --`f._._._E?20s Floc,.%•?%G 0.00 2.154 OE 5.0 7.00 20.27 20.27 K= 0.000 P= 19.96 3A C=12O 1T10.0 10.00 0.00 0.31 VELOCITY = 6.77 76.96 0.0473 17.00 - 0.80 19.96 O.OO 3.260 11.83 _ 21.07- 21.07 K= 0.0061 P= 21.01 3 C=120 0.00 3.O:3 0.06 VC'I_.nCITY = 2.95 76.96 0.0062 11.83 0.07 21.01 FIc:= 1=01t li'i. Of' 6.9 76.96 __------- -.----__.___ 24.1'1 ... K fi= 15.650 4 ;+c '41c :l*: *c qa T K. 3• Irl 47"• &'N U T Z0 N'11 t -3- 3 tr -- 0 ,=° 3-x::1 rTN R^:,: U. ; ?_. F,: 00- * 2 xiK *c JOB- DEERWOOD ELEMENTARY SCHOOL JOB NO 86-6 105 DAT E 8/6/C6 PAGE `) *:k*XtXt*** cat;kYF:X:K***:t<*%K:K**Xc *I*REMOTE 12 TO U.C . ENTRANCE%**;d:Y.;t::tX:;tt*":n<*:;t?XX*:1C:jt****#** HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGE. PE PV .*1111 NOTES POINT CST LOSS/F LENGTHS TOT. PF P14 18.00 i.1Q4 10.00 10.33 OA= 0.10 X 18000SU . EE C=1201 0.00 0.00 K= 5.600 V = 6.03 _18_00 0.0834- ? i0,00 0,83 / Am? Nou'lPAW 18.42 1.452 1&50 ii,16 1136 K= 5.600 P= 10.82 f-'1= 0=120 0.00 0.00 0,34 VELOCITY = 7.0 __--._.-.._._._ 36,42 -----_-_ 0.0809 _.-_.____ _--__.__.___ 13.50 _--_.___.__ 1.09 ___._..._._. 10.•82 ._..__.__... _.-. ;--2 Ac14 Dl rGOGy_/?i_ _...._.._.-._._____,--_.-_ 18.97 1.452 13.50 12.25 12.25 K.-_ 5.600 P= 11.47 GG C"=120 0.00 0.00 0.78 VELOCITY = i0.72 55.39 __.____.. 0.1758 ._._.__.-.__ .._______.___ 13.50 . ----- 2.37 11.4.'• 20.8i 1.687 1.687 13.50 14.62 14,62 K= 5.600 P= 13.81 HH C=120 0.00 0.00 0.81 VELOCITY = 1003 -------_._ 76.20 _------•- 0,1528 ____-•-- -- -____._-_ 13.50 ._...._._ ---•-- 206 ._._._-_-•-- 13.81 --------._.. Lt 111411 I1204v/n/G -.._._._.--._.........------ --••-•-•-•-- 22.52 2.154 OE 5.0 26,00 16,68 16.68 K= 5.600 P= 16.17 JJ C -1 20 i T1 0.0 36.00 0.00 0.51 VELOCITY = 43.68 _ ----__-- _-98_'72 0.0750 26.00F, 52.00 4.65 16.17 ?I GA ----- O.00 2.154 11.00 21.33 21.33 K•= 0.000 P= 20.82 4A C=120 0.00 76 0.51 VELOCITY = 8.68 --------- 98.72 -------- 0,0750 ------- ------- -- ii.00 0.83 20.02 (PE= FOR HT, O1= 10,9 80.72 3.260 - --------- i1,83 ------- 26.92 --- 26.92 K= 15.650 P= 26.60 4 C=120 0100 0.00 0.32 VELOCITY = 6.89 ------•-•--- 179,44 -------- 0.0301 ------- - 11.83 0.36 26.60 9 yCFI S t?W,N! 43.06 3.260 -------- 2E 7.0 34.00 27.28 27.28 K= 8.320 P= 26.79 5 C=120 1T15.0 29.00 0.00 0.49 VELOCITY = 8.54 - 222.50 0.0448 63.00 2.83 26.79 - ---------- --------- ------- T 0.00 3.260 3F_ 70 72.00 30.11 30.11 K= 0.000 P= 29.62 6 C=120 iT150 36.00 0.00 0.49 VELOCITY = 8154 222.50 0.0448 ----- 108.00 4,84 29.62 0.00 3.260 _---- 1E 7.0 .-•---•__.__- 24.00 _--•--•---- 34,95 ----••-•__-- 34.95 --•-- -•-•---•------_..__--- K= 0.000 P= 34.46 7 C=120 1T15.0 22.00 0.00 0.49 VELOCITY = 8.54 --------- 222.50 -------- 0.0448 ------- ------- 46.00 2.06 34.46 0.00 3.260 --- - - ------- 9.00 ------- 37.01 -------- 37.01 ---------------------- K= 0.000 P•= 36.52 TOS1 C=120 0.00 0.00 0.49 VELOCITY = 8.54 222.50 0.0448 --- --- 9.00 0.40 36.52 0.00 3.068 ------- --------•-• 1.50 ------- 37.41 ---•-_--- 37.41 _- _-----. _--•------------ K= 0.000 P= 36.78 IiASi 0=120 25.00 0.00 0.63 VELOCITY = 9.65 22200 0.0602 25,OOF. ---- 26.50 1.60 36.78 0.00 4.026 ----- ------.__ _ 8100 ._ _ _ _._ _ - 39.Oi _ _ _ _._ _ _._ 39.01 _ _._ _.. _ _._-_.------ ------ K= 0.000 P= 38.80 VASY C=120 56.00 8.6,2 0.21 VELOCITY 5.60 = 222.50 0,0160 56.OOF. 64.00 1.03 38.80 - -- r'1.= FOR HT. OF 420 3<.*C:9°CAC V T` !F: T NCB A U-r ED,MfniTX C S F F<T B"IIK4._E: Sc C23 -tcDIXAC AC JOLT- DEERWOOD ELEMENTARY SCHOOL JOEL NO 86•-6105 DATE 8/6/86 PAGE io *XiYFa%XiX<Y,cXc:XX:**>#%%M*X<*YF%F***Xi: **REMOTE *2 TO U.G. E:I`I'TFiANCEX<:KYF;cIk$cY,cXi$<YF:X`FXiX<??yt?k?ciScM?kYFM*?K:k HYDRLC. QA DIA. EQUIV. FIFE FT FT REF. FLOW °C° FITTING FTGS. FE FV akM** NOTES * X POINT OT LOSS/F LENGTHS TOT. FF F'N 222.50 58.66 K 12- 29.050 BOSR ----------------l?cQ 14ARl)7- _??r? R/5??---- - - - ---------------------- ZZ S Lf -5? '6 o PS/ ,Lluia/c ??C Der- 13,gsE D,e: As &A 5 EE A-9 G C ND 7 ZJ11,Vz-? /C cRoaNO ,SEC PAGE A16 /? GvATER ?5N Vz/ &tV INYp QN/GO/N G SC-..-16 "?) AEG A<A<AcA< %VT K IE Daily AiaJ!T-OMn-- -A-T C VF'Ra l4fl L_IEFR: oEl _ =#:DK:jcw_ JOB- DEERWOOD ELEMENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 11 *****************************WATER SUPPLY SCHEMATIC:K****YF****I:k**%8**YFY ********** !------------------------------ ! STATIC PRES. ! *C-- 61.000 PSI ! S i ! U i ! P i ! F L SYS7119 ??MU Tc' z i ! Y i ! ! C U ! R ! V ! ! E ! PRES. AVAILABLE ! ! * <-- 60.985 PSI ! ! SAFETY MARGIN ^ ! 0.945 PSI v ! ! SYSTEM DEMAND--A -------------- * * C-- FLOW AVAILABLE ! ! 222,50 GPM / 100 GPM HOSE ^ 3144.83 GPM ! aC, 38 io 6 Ps) / ! ! --------.-- ! / E TOTAL DEMAND ! ! V ! 60040 PSI AT! ! R ! 32200 GPM ! ! U ---------------- i C RESIDUAL PRES.-T* ! 60.000 PSI AT ! D 3215.00 GPM ! A ! / M 2393(•).73 GPM * ! / E AT 20,000 PSI / D , ! *C-- 14.290 PSI (ELEVATION) -_--_-._.-'--_'--'_---_--_•-_--._--------.--•---- - ? FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 22200 GPM OUTSIDE HOSE 100.00 GPM TOTAL DEMAND 322.50 GPM b? ]C Ih-0 a? n 6 9 d u A: 1? S' F- Fi X 14 K E_ : fie: HYDRAULIC DESIGN INFORMATION SHEET NAME DEERWOOD ELEMENTARY SCHOOL. DATE 8/6/86 LOCATION DEERWOOD DRIVE, EAGAN, MINNESOTA BUILDING STEEL DECK REAMS JOISTS CONC WALLS SYSTEM NO. 3 RE/„nYC_0'3 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 86-6105 CALCULATED BY TOM MILLER DRAWING NO. 2 OF 3 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 9 OCCUPANCY CLASSROOMS S !(X)NFPA13 (X)!_T.HAZ. ORD. HAZ.GP.( )1( )2( )3( )EX.HAZ. Y 4 )NFPA 231 ( )NFPA 231C FIGURE 2-2.1(B) CURVE S ! ( ) OTHER T !C )SPECIFIC RULING MADE BY DATE M !AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE !DENSITY- GPM .1 (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 196 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 0 MAKE 'CENTRAL' MODEL •A° S !HOSE ALLOWANCE GPM-OUTSIDE 100 SIZE 1/2 K-FACTOR 5.6 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 165 G r! CALCULATION ! GPM REQUIRED 228.99 PSI REQUIRED 52.02 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WA'T'ER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST 2-5•-86 ! RATED CAF' 0 ! CAP. 0 T !TIME OF TEST AT GPM 0 ! ELEV. 0 E !STATIC (PSI) 61 ! ELEV 0 R !RESIDUAL (PSI) 60 ! ! WELL !FLOW (GPM) 3215 ! ! PROOF FLOW GPM 0 S !ELEVATION STREE'T' ! ! P ! P !LOCATION 18 INCH CITY MAIN IN DEERWOOD DRIVE !_ !SOURCE OF INFORMATION :CITY OF EAGAN WATER DEPARTMENT Y ! !COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID FILED Y. PALLETIZED Y. RACK Y. M ! ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULA'T'ED ! R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED E ! A ! ( )MULTIPLE ROW ( )OPEN 0 ! K ! FLUE SPACING: C!_EARA!`TCE:S'TTORAGE TO CEILING R ! ! LONGITUDINAL. TRANSVERSE G ! ! HORIZONTAL BARRIERS PROVIDFD.- E ! ! UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) *Xe?:%%C?XeXeXcyc?Y??:kXe:%%Ca?1%?X?C?Y%C?%Cae%e?%Cyc?x?%C????yev,<Nc?C:k%Kxcae?rk:Ee???%Cyc%c?:kx, :It:XY??Ntxke%eXe;X?xe>;<Y,cMY,t*:;cyeMX?:,e>k IF 3; F;C G F- F: 0 T_ OF C ->i " :1 431 9 - - ?F_a -I- a-- 01 T°1i F" Q j "Tf- T` F4: 10, r-- & T [;. V-n *cA<mac,-X Sa g II E IhfltC? AU-r0MPa-rX 0 SF"F X 04KL-IFR Co- xcw:9K JOB- DF_ERW00D EI_EME14TARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 13 ******** KAY********Xc*Xc****UI%IDERGROUI%ID FLOW INTO EsUILDING.8?c:8 &Xc:? X?x %Xc?ae?Y?cu Xaeke:X XX??1e <yc IF70IFZ - DIE_"IFRWOOr> C9_IF?fIF Ih Td1ffa"o S7CII100L. DENSITY X AREA 0.100 X 1500.00 = 150.00 OVERAGE = 0.53 = 79.50 XJ TE/h 4V 2 - RACKS = .0.00 INSIDE HOSES 0.00 S YS 7-EM 3 OUTSIDE HOSES -• 100.00 FLOW REQ'D FOR SYSTEM = 29.50 FLOW AT BASE OF RISER = 229.50 MIN FLOW AT BASE OF RISER = 0.00 TOTAL FLOW 329.50 RE/N6 -r Y aE,iOTE --&3 STATIC PRESSURE = 61.00 RESIDUAL PRESSURE = 60.00 RESIDUAL FLOW = 3215.00 FLOW FROM CITY SUPPLY AT 20PSI = 23931 GPM PRESSURE FROM CURVE G TOTAL FLOW = 60.98 ELEVATION = 0.00 Fao,r = ?. NO. DIA .C° LENGTH FACTOR 4• FLOW PF FLOW VELOCITY 1 8.140 140 1700.00 O H 0.00 1.38 329.50 2.03 2 8.140 140 100.00 0 0.00 0.04 229.50 1.41 . ADDITIONAL VALVE LOSS, ETC. - 0.00 /?A T SAFETY MARGIN 000 PRESSURE AVAILABLE FOR SYSTEM = 59.56 a1VoER6Rno.vD FNrX,+ICE /NTu &IL 0/n/ G SYSTEM ®O J/ 6li/ CL/aSSRaorrS - L/G+AT AAZA/D ,1115-m .S Lv t'-r Ri-A,17Tc AI?EA 5 ?E ?6I6 E /1/0 / fo/r A/0 %E-S JOB- DEERWOOD ELEMENTARY SCHOOL "JOB 1110 86-6105 DATE 8/6/86 PAGE 14 ****************************REMOTE *3 TYPICAL HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE F'V ***** NOTES ***** POINT OT LOSS/F LENGTHS TOT. PF PN 15.00 1.104 OE 2.0 1.00 7.17 QA= 0.10 X 150.00SGF. C=120 IT 5.0 5.00 0.00 K= 5.600 V = 5.03 15.00 010595 6.00 0.36 15,00 _ --- _- - 7.53 - K-20= 5,470 - ------- / %i°lcsrc _??opAT -2 x ------ 19.60 1.104 OE 2.0 1.00 12.25 QA= 0.10 X 196.0090F. C=12O IT 5.0 5.00 0.00 K= 5.600 V = 6.57 19.60 0.0977 6.00 0.59 19.60 ----- ------------------ 12.84 ------------------------ K 21=5.470 ------------------- ?/ yPicsl c D? u L T _ _2 ?12 F?? - ----- A"3CA04c %V:EK3: Nr. e%6 J-d-CTtleA-ra £C SFwF 3: VlKL.E:F;Z CO- *c:c?:XW JOB- DEERWOOD EL EMENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 15 **************** ***********REMOTE 43 TO U.G. ENTRANCE*************************** HYDRLC. DA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POINT OT LOSS/F LENGTHS TOT. PF F'N 37.71 CQ 20 36.00 23.60 OA= 37.71PT= 23.60 15 2.635 0.00 0.00 VELOCITY = 2.22 --------- 37.71 ------- 0.0047 -------- ------ 36.00 0.17 0.00 C=120 --- ---------- 134.00 --------- 23.77 --------------•---------•---- OA= O.OOP T= 23.77 16 1.452 2T 8.0 16.00 0.00 VELOCITY = 7.3 37.71 0.0863 150.00 12.96 0.00 C=120 ------- 69.00 •---.------ 36.73 -•----•-- •-------------- ------ RA= O.OOPT= 36.73 17 2.635 0.00 0.00 VELOCITY = 2.22 3701 0.0047 69.00 0.33 27.99 CQ 20 - • ------•---. 14.00 -.- •--------- 37.05 _-_ •--•-• •-•----.---------- OA= 27.99PT= 37.05 18 2.635 0.00 0.00 VELOCITY = 3.86 6500 0.0132 - 1000 O.i9 28.04 C=120 ------- -•--------- 12.00 ----- --- 37.24 -•-----------•----------- DA= 28.04PT= 37.24 19 2.635 0.00 0.00 VELOCITY = 501 --------- 93.74 ------- 0.0255 -------- ------ 12.00 0.31 27.81 CQ 20 --- ---------- 3.00 --------- 37.55 --- ----Q-A-= ----2-7--.8-1-P-T-= 37.55 20 1 2.635 0.00 0.00 VELOCITY = 7.15 121.55 0.0413 3.00 0.12 121.55 - -------•-- ---•---•--•-•- 37.67 ---•-------------------------- CS 1 21 --------- ------- 76.17 -------- C=120 --------- ---------- 6.00 -------.-•- 28.50 ----------•----•------•-----•-- QA= 76.i7PT= 28.50 33 2.635 0.00 0.00 VELOCITY = 4.48 76.17 0.0174 - 6.00 - 0.10 0.00 C=120 - 3E 5.0 ------- 41.00 ----._.__-- 28.61 --------------_._.__--__--__-- £7A- O.OOPT= 28.61 34 2,154 iTiO.0 25.00 0.00 VELOCITY = 6.7 76.17 0.0464 - 66.00 3.07 -49.73 C=120 ---- 1E 4.0 --.-.------ 72.00 -------.. -_ 31.67 __.-------•-•-;---?---_-_.--•_-- (1A- 49.73FT= 31.67 35 1.452 3T 8.0 28.00 0.00 VELOCITY = 5.12 26.44 0.0447 100.00 4.48 49.73 C=120 --- 3E 5.0 ---------- 43.00 •-•-- --•--•-•- 36.15 ------_--•-•-_ ------.-_y -..._ _.-.- @A= 49.73PT= 36.15 40 2.154 1T10.0 25.00 0.00 VELOCITY = 6.7 76.17 0.0464 - 68.00 3.16 - 76..17 - ---- ---------- __-------- 39.31 ----------•-•-------••--- _- - CS i 4i 49.73 C=120 _ .._-10.00 -_31.67- OA= -49.73PT= 31.67 35 2.154 0.00 0.00 VELOCITY = 4.313 49.73 0.0211 i0.00 0.21 A<-X'XA< V M KT NG- AM-II-01HAT- ,'C 1v S F"IF<X P1K9-F R! 00 - =x-X.*c4c JOB- DEERWOOD EL EMENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 16 ?kX?X? xsX>?XcXcXckcYaXcXcXcX? ?r? %i;XFiEMOTE *3 TO U.G. EI`IT'RAI4CF_* k XXc?c?C%cX<?C?c?c*ycXcc?c?c ??c HYDRLC. QA .0. EQUIV. F'IF'E FT PT REF. FLOW DIA. FITTING FTGS. PE PV ?k?CMX* NOTES'***** POINT QT LOSS/F LENGTHS TOT. PF PN -25.06 C=120 10.00 31.89 QA== -25.06PT= 31.89 36 2.154 0.00 0.00 VELOCITY = 2.17 --------- 24.67 ------- 0.0057 -------- ----- 10.00 0.06 0.00 C=120 ----- fE 4.0 --------- 72.00 ----------- 31.94 ------------------------•- QA= 0.00PT= 31.94 37 1.452 3T 8.0 28.00 0100 VELOCITY = 4.78 --------- 24.67 ------- 0.0393 -------- ----- 100.00 3.94 0.00 C=120 ----- -•-------- 10.00 ----------- 35.88 -----------------------•- QA= 0.00PT= 35.88 38 2.154 0.00 0.00 VELOCITY = 2.17 24.67 0.0057 - ---- --•- - 10.00 0.06 25.06 C=120 - ----- --------- 10.00 ------------ 35.94 ---•-•------_----------- QA- -5.06PT= 35.94 39 2.154 0.00 0.00 VELOCITY = 4.38 49.73 0.0211 -----• 10.00 - 0.21 49.73 --------- ------------ 36.15 --•-•- ---•----------- CS 2 40 25.06 C=120 ----- 1E 4.0 -----._____ 72.00 _______.____ 31.89 ._._.__._.___. QA= 25.06PT= 31.89 36 1.452 3T 8.0 28.00 0:00 VELOCITY = 4.85 --------- 25.06 -------- 0.0405 100.00 4.05 25.06 35.94 CS 2 39 27.98 ---.-_ C=120 - •-•---_---- 6E 4.0 -_-----•--- 153.00 ------- •-• •--- _ 26.66 _---•__._--•_ _------------.--- QA= 27.96PT= 26.66 30 1.452 4T 8.0 56.00 0.00 VELOCITY = 5.42 27.98 0.0497 209.00 10.39 27.98 37.05 - ---•---------•--- 1CS 2 18 28.05 C=120 ----- BE 4.0 ---------- 141.00 ------ -- 27.80 --- --- - -------------- QA= 28.05PT= 27.80 31 1.452 2T 8.0 48.00 0.00 VELOCITY = 5.43 28.05 0.0499 ____- . _ 189.00 9.44 28.05 _ . ____.__-•- •--•-------- ------.___ _._ 37.24 ._._-_-_ _._.._._--------_ __ _-- CS -_- 19 ----------- ------- 27.80 -------- C=120 ----------- 6E 4.0 -- ------- 146.00 ------------- 28.41 -------------------------- QA= 27.80P'1'= 28.41 32 1.452 2T 8.0 40.00 0.00 VELOCITY = 5.38 27.80 0.0491 --- -•-- - 186.00 9.14 27.80 - ----- •-•----- -- --- -- -- 37.55 ------------------------- CS 3 20 *c WW W VX KX ti 9- Ai UY0iM'fiir-N-r:r 0 S IF"IFS:g 9".11IK9,.IEr-7. C0 - ::x wDXvx JOLT- DEERWOOD ELEMENTARY SCHOOL JOB NO 86-•6105 DATE 8/6/86 PAGE 17 ***************************REMOTE *3 TO U.G. EPITFiAI1CEXik??X?Xi?YFXcY?t?%??t9CXC%K?X?A?XiXiX?%i:Klx%c* HYDRLC. QA •C• EQUIV. PIPE PT PT REF. FLOW DIA. FITTI14G FTGS. PE PV ****% NOTES ***n4* POINT QT LOSS/F LE14GTI-IS TOT. PF PN 19.60 C=120 1E 2.0 15.00 12.25 Q=K*EQR(F'): P= 1225 26 1.104 2.00 0.0() K= 5.600 V = 6.57 -- 1960 0.0977 17.00 1 66-- 1 f/CAd ?G -------- ------- 20.40 C=120 14.00 13.91 K= 5.470 P= 13.91 - 27 1.452 0.00 0.00 VELOCITY = 7.75 --------- 40.00 ------- 0.0963 -------- - 14.00 1.35 21.37 C=120 14.00 15.26 K= 5.470 P= 15.26 28 1.452 0.00 0.00 VELOCITY = 11.89 ----- --- 61.37 ------- 0.2126 ------- - ---------- 14.00 -_----- -- 2.98 ------- _ ----- 3 ?Q ` U?/??? ------ p?__L .._ _ 23.36 C=120 9.00 18.24 K= 5.470 P= 18.24 29 1.687 1T 8.0 8.00 0.00 VELOCITY = 12.16 - -- ---- 84.73 ------- 0.1859 ---- - 17.00 3.16 84.73 21.40 CS 4 14 ------------ ------- ------ j----cF_?i _----- E /Uo•-? _ __ _---- ------___ 15.79 C=120 iE 2.0 15.00 7.95 Q=K*SQR(P): P= 7.95 22 1.104 2.00 0.00 K= 5.600 V = 5.29 -----•---- 15.79 ------- 0`0654 17.00 i.11 ? ?_y19 /`Lbw/n/G 16.46 C=120 14.00 9.06 K= 5.470 P= 9.06 23 1.104 0.00 0.00 VELOCITY = 10.8 ------------ 3225 -------- 02455 ---------- ---------- 14.00 ---------- 3.44 ---- °z 19.34 C=12O 14.00 12.50 K= 5.470 P= 12.50 24 1.452 0.00 0.00 VELOCITY = 9.99 ----------- 51.59 ---------- 0.1542 -------- --- - 14.-0 2.16 20.94 C=120 - ------ ---------- 9.00 --- 14.66 -- K= 5.470 P= 14.66 25 1.4:2 IT 8.0 8.00 0.00 VELOCITY = 14.05 ---------._- 72.53 ------- 0.2896 -------- ---------- -17.00 - ----- - 4.92 _ }--f?01_rcawi??_ 72.53 19.58 CS 5 13 ............ ........ ........ ... _. -.-------- 15.61 C=120 iE 2.0 15.00 7.77 Q=K*SQR(P) P= 7.77 8 1.104 2.00 0.00 K= 5.600 V = 5.23 _ --- ------ 15.61 ------- 00641 -------- ---------- 17.00 ---------- 1 .09 ----------- -- ----- ?'-- 16.2B C=120 14.00 8.86 K= 5.470 F'= 8.86 9 1.104 0.00 0.00 VELOCITY = 10.68 ---- ___-- --3i _89 0_2405 _ _ _ 14.00 3 3 Z /?- 19.13 C=120 __ ______ __ -- 14.00 - -_.- .___ 12.23 ___- K=: 5.470 F'= 12.23 10 1.452 0.00 0.00 VELOCITY = 9.88 51.02 0.1510 14.00 2.11 3 yES?OJ jGOw/N?i W*C•Xc 'pmtIt KX NF? BUY-0yllNll-g C .9IF"F- l4K0E:FR: CO- fix:Ic Ve*c JON- DEERWOOD ELEMENTARY SCHOOL JON NO 86-6105 DATE 8/6/86 PAGE 18 ********I******:XXc******Xc ***REMOTE 03 TO U.G. ENTRANCE;dXc*:X:X:X*%X*:XXc%XAr*****:XX<MXCXc**** HYDRLC. QA °C' EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FIGS. PE PV ***K* NOTES ****>X POINT QT LOSS/F LENGTHS TOT. PF P14 20.71 C=i20 9.00 14.34 h= 5.470 P= 14.34 11 1.452 1T 8.0 000 0.00 VELOCITY = 13.89 -----_--- _-71.73-0_2837 - --------- 17.00 .. ---------- 4.8 4,82 ---------- ------ 0.00 C=120 10.00 1907 QA= O.OOPT= 19.17 12 2.154 0.00 0.00 VELOCITY = 6.31 71.73 ------------- 72.53 13 144.26 --------------- 84.73 14 22899 -------_ 0.0415 --------------- C=120 2.154 0.1514 --------------- C=120 2.635 1T12.0 0.1333 ---------------- 10.00 0.42 --------------------------------------------- 12.00 0.00 12.00 19.58 QA= 72.53PT= 19.58 0.00 VELOCITY = 12.7 1.82 -- --- S - f/CfDS mow%?G -- - -- --- -- 21.40 - -- QA= 84.73PT= 21.40 0.00 VELOCITY = 13.47 2.20 12- A,!ge 23.60 QA= -37.71PT= 23.60 0.00 VELOCITY = 11.25 3.06 ---------- --------------- - - 26.66 -- -- ---- QA= -27.96PT= 26.66 0.00 VELOCITY = 9.6 1.14 4.50 12.00 16.50 -37.71 C=120 32.00 15 2.635 0.00 191.28 0.0956 32.00 -27.98 C=120 - 16.00 30 2.635 0.00 163.30 0.0713 16.00 -28.05 CQ 20 -- ------------- ---1--2--.--0-0 _-27.80 --- __.__._QA=- -28.05PT= 27.80 31 2.635 0.00 0.00 VELOCITY = 7.95 ------- 135.25 --------- 0.0503 ------- 12.00 0.60 -2700 - C=120 --------- - --------- 3.00 ----------- 28.41 ------------------------- QA= -27.80PT- - 8.4i 32 2.635 0.00 0.00 VELOCITY = 6.32 107.45 0.0328 - 3.00 0.10 107.45 ---.--- --- •-.----- ---- •-•---•-- •- 28.50 ---••-•--------------------.- CS 6 33 -76.17 CQ 20 _ 134.00 28.50 _- ? - QA- -76.17PT= -28.50 33 1.452 2T 80 16.00 K oo VELOCITY = 6.06 31.28 0.0611 - 150.00 9.17 _ - 121.54 - C=120 --------- 1E 6.0 ---------- 8.00 --------•--- 37.67 __ _ -- QA= 12l.54PT= 37.67 21 2035 iT12.0 18.00 0.00 VELOCITY = 8.99 15.82 0.0631 - 26.00 1.64 - 76.17 C=120 -- 5E 7.0 ----•----- 25.00 --------- - 39.31 -•- --- -- QA- - 76.17PT= 39.31 41 3.260 105.0 50.00 0.00 VELOCITY = 8.8 228.99 0.0473 75.00 3.55 0.00 C=120 10E10.0 -- 182.00 --42.86 --- _-_ -QA- ----O.OOPT= 42.86 42 4.260 100.00 0.00 VELOCITY = 5.15 228.99 0.0128 28200 3.63 w*cwzx V m Kx rluu a >r ¢7?n",; Ira sue" rn? ?. ?c co- vC:sc4C*C JOB- DEERWOOD ELEMENTARY SCHOOL JOB NO 86-6iO5 DATE (3/6/86 PAGE 19 ******xc%tY,t**;yc"„tic:K****X<M****',i(*REMOTE I1,3 TO I.1. G, F:!'ll'RAPIr.E k X ? XcXcXc CM ;Rra %%?d? k ?# x c %NcXc* HYDRLC. QA C. EQUIV. F'IF'E PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POIIIIT QT LOSS/F LENGTHS TOT. PF PN 0.00 C=12O 9.00 46.48 QA= 0.00PT= 46.48 TOS3 4.260 0.00 0.00 VELOCITY = 5.15 228.99 0.0128 - 9.00 0.12 0.00 C=120 •---- - --- •---- -- 5.00 - - ------ -.- 46.60 ----- --------------- - --- --- QA= O.OOPT= 46.60 VAS3 4.260 1T20.0 32.00 0.00 VELOCITY = 5.15 --------- 28.99 -------- 0.0128 -------- 12.OOF. ---------- 37.00 ---------- 0.48 ---------- ------------------------------ 0.00 C=120 VAS7 4.026 228.99 0.0169 54.OOF. BOER 28.99 ------- \?- Re-011 //t 6-,62 y,?J Gerry Gd SEE )96Z- oUa./3 SEE AA6 ,?- 0/,-) za s? E PPR6 z No Zi 8.00 47.08 QA= O.OOPT= 47.08 54.00 x,90 VELOCITY = 5.77 62.00 1.05 F'E= FUR 1-1T'01- 9.0 -•--•------•------------- 52.02 > CS 7 -a psi ,09 1?956- D,?,P/sErt //??Df/r?GiYD?rn?D ?cGw ?u7o ,v?,iLD//+?G >?L SCtf5A,4T/c bvfrre2 lepvaL / sc gr-,07"9 r/c ww vx Kx mr? Au-IF Lei "r4'ii rX E? S IF°IFi3 NKB-ir'FZ CE _ st?*cAc JDH- DEERWOOD ELEMENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 20 W.:Kk?Y,cX:Xc`.,KYRX<X<?,ic.",cW?xXt%k?c??:BYF:."?c".d`,?*M?XtmXc?FLOW .SChIEM(-trxC%c??kkc?C?c:?c:?**?c?c??Xt?c?c?k?Xc?:??K?C??:X?c?c:??t:n?c 26 A 19.60 A 27 A 40.00 37.71 A f 7»»?»»»»»»»»» f 6 28 A 22 A 55.79 A 23 A 32.25 A 24 A 51.59 A 8 A 15.61 A. 9 A 31.89 A 10 A 51.02 A 29 25 11 A A A 37.71 84.73 72.53 71.73 V 2'.'8.99 A A 71.73 A 1 5»»»» 14»»»» 1 3»»»» 1 2 A 144.26 61.37 yl/ A 37.71 191.28 A 27.98 A A A 65.70 163.30 A 28.05 A i 9»»»»»»»»»»>:»3i A A 93.74 135.25 A 27.80 A 20: »> »»»»»»>32 A A 121.55 107.45 A 31.28 A 21 »»»»>?»»»:J»»»33 A n 152.82 76.17 A 76.17 76.17 A 41 »»»» 40»»»» ;3 S» > 34 A V 26.44 A 228.99 49.73 49.73 228.99 A V 25.06 A T033»»»42 39»»»»36 A V V 223.99 24.67 24.67 ^ V A VA93 38]03,:>:,)))37 A 24.67 228.99 A VAS7 A 228.99 A BOSR HYDRAULIC CALCUALTION SUMMARY SYS7eA 313 oaEtioTE-03 AREA START NUMBER SECTION 1 1 END TOTAL TOTAL SECTION FLOW PRESSURE 7 228.99 52.02 n V SUPPLY POINT &OSIi ,JOB- 'DEE•iWOOD ELEMENTARY SCHOOL JOB NO 86-6105 DATE: 8/0/80 PAGE 21 *****************************WATER SUPPLY S'CI IEMATIC>X K KAc:k%?k?X??? kX?Xt?Xc?Xc??kc%c??>K KA<M%??KkC I ---------•-------------------------------------------- ! ! STATIC PRES. I *C•-.- 01.000 PSI I i I . S I ! U I ! P I ! P L Y S yS7-Fr7 3 /7 7A TE 3 C I ! U I ' R i ! V I E ! PRES. AVAILABLE * C-- 00.985 PSI ! ! SAFETY MARGIN ^ I 7.545 PSI v ! SYSTEM DEMAND--) *----------------* * C--- FLOW AVAILABLE ! ! 228.99 GPM ! 100 GPM 1.10SL A 9595.27 GPM ! 0 SZ•0Z1451 ---------------- ! / E ! TOTAL DEMAND V ! 5:3.440 PSI AT! i ! R ! 328.99 GPM ! ! U -----------•----- . ! C RESIDUAL PRES.-3* 00.000 PSI AT ! / D 3215.00 GPM ! ! /N ! A ! / M 23930.73 GPM * ! E AT 20..000 PSI I D I ! / t *C-- 3.900 PSI (ELEVATION) ? I ? I !-------------------------__-_ FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 228, 99 GPM OUTSIDE HOST= 100.00 GPM TOTAL DEMAND 328.99 GPM ***Xc?*?CXi?C%c?C%k%X*?XXc?%c8i*?Y?YaY?CXisX?xYC:X?Y%k:k*?C:%:Xkc:k?C:x?CXC?C:k?Y?X?C?#:kkCYx%K??kXI?%VC:SnY?:4CdYk:aYk(IY?X?C:Xki:X?%:X%K1Y?C•IYIYV??X 0'r- 1?an3 u l _ . D• a x 1-I N - HYDRAULIC DESIGN INFORMATION! SHEET NAME DEL-RWOOD ELEMENTARY SCHOOL -DATE 8/6/86 LOCATION DEERWOOD DRIVE, EAGAN, MINNESOTA BUILDING STEEL DECK REAMS JOISTS CONC WALLS SYSTEM NO. 1,2 E 3 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 66--6105 CALCULATED BY TOM MILLER DRAWING NO. 3 OF 3 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 9 OCCUPANCY CLASSROOMS S !(X)NFPA13 (X)LT.HAZ. ORD. HAZ.GP.( )1( )2( )3( )EX.HAZ. Y !C )NFPA 231 ( )NFPA 231C FIGURE 2-221(B) CURVE S !( )OTHER T !( )SPECIFIC RULING MADE BY DATE M !AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE !DENSITY- GPM 1 (X)WET( )DRY( )DELUGE( )PPEACTION D !AREA PER SPRINKLER 196 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 0 MAKE 'CENTRAL' MODEL °A° S !HOSE ALLOWANCE GPM-OUTSIDE 100 SIZE 1/2 K-FACTOR 5.6 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 165 G ! Iy ! CALCULATION ! GPM REQUIRED 228.99 PSI REQUIRED 49.05 AT BASE OF RISER SUMMARY C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST 2-5-86 ! RATED CAP 0 ! CAP. 0 T !TIME OF TEST ! AT GPM 0 ! ELEV. 0 E !STATIC (PSI) 61 ! EI_•EV 0 ! R !RESIDUAL (PSI) 60 ! ! WELL !FLOW (GPM) 3215 ! ! PROOF FLOW GPM 0 S !ELEVATION STREET ! ! P ! P !LOCATION :18 INCH CITY MAIN IN DEEIRWOOD DRIVE L !SOURCE OF INFORMATION! :CITY OF EAGANI WATER DEPARTMENT Y ! .COMMODITY CLAS;:: LOCATION C !STORAGE !-!T. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID PILED "/. PALLETIZED X RACK /. M ! ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED ! R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED E ! A ! ( )MULTIPLE ROW ( )OPEN 0 ! K ! FLUE SPACING: CLEARANCE:STORAGE TO CEILING R ! LONGITUDINAL TRANSVERSE G ! HORIZONTAL BARRIERS PROVIDED: E ! ! UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE CPSI) ??Y?Y#(Xi%Kki?k;X*Xc}Y:X?C:X?Xkc?Xi1<?Y?4CXCXi,?uc?4CaY:R?X%c?X:x%c?kc?C?C?Y?YcY?:X:Xyc;X?>X;;(Nt?1Y•lY}i?C%X?Y?YhY:'F?Y:Xkc?Y?Y?xhYXiM ;Y?Y:X4i?Y.lY*?Y:X ?UKwwfit: VT KM NG . (fi9UJIY[DMff a-4-x c JOB- DE'F_RWOOD ELEMENTARY SCHOOL JON K?Xkc KXc K K*kC:K #X?Yc%cXr K%?X? X c KU JFY,<f•:ENO'1'E Ih4 HYDRLC. QA C. EQUIV. FIFE REF. FLOW DIA. FITTING FTGS. POINT QT LOSS/F LENGTHS TOT. 15.00 1.104 OE 2.0 1.00 C=120 ST 5.0 5.00 15.00 0.0595 ------------------------ ---- 6.00 15.00 ------- --------- NO 86-6105 DA'T'E 8/6/86 PAGE 23 PT PT PE FV ?k K.K x>F NO'T'ES YK.`F k ? K F'F P14 7.17 QA= 0.10 X 150.00SQF. 0.00 K= 5.600 V = 5.03 0.36 19.60 1.104 OE 2.0 1.00 C=120 IT 5.0 5100 19.60 0.0977 6.00 -------•------------- 19.60 7.53 1/5? lli ? 12.25 0.00 0.59 12.84 K 20:- 5,470 6 /.) 6 7) G,3 QA= 0.10 X 196.00EQF. K= 5.600 V = 6.57 --------------- K 21= 5.470 ®Ro? -----__---------?XPrcA?___.._T__ 6S_? ?? d 7 A< 4c AK A< %V X KI 14f,- C-)iU-A-[_na`^fiP"a T-I OC ,u 1•F%! 3: 1-1K1_F=R C0 - 4c 3c w-X JOLT- DPERWOOD ELEMENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 24 ************************ ***REMOTE *4 TO U.G. ENTRANC E*************************** HYDRLC. QA C. EQUIV. RIFE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***k* MOTES ***** POINT QT LOSS/F LENGTHS TOT. PF - PN FL.Ot? 2 1? 11.2 42.70 C=120 36.00 23.60 QA= 42.70PT= 23.60 50 2.635 0.00 0.00 VELOCITY = 201 42.70 0.0059 36.00 0.21 -21.51 C=120 -------•-•- ---------- 11.00 -•------- 23.81 --- ----------•------- ----QA= -21.51PT= 23.81 51 2.154 0.00 0.00 VELOCITY = 1.86 21.19 0.0043 -- 11.00 ---.--- 0.05 0.00 C=120 ---- 131 00 •--'------ 3 86 -------------------------- QA- 0 OOPT- 13 86 52 1.452 21.19 0.0297 ----------------------- 0.00 C=120 53 2.154 21.19 0.0043 21.51 C=120 54 2.635 42.70 0.0059 58.27 C=120 55 2.635 100.97 0.0293 ----------------------- 19.12 C=12O 56 2.635 120.09 0.0404 ----------------------- 2T 8.0 16.00 0.00 VELOCITY 4.1? 147.00 4.37 2E 5.0 14.00 10.00 24.00 35.00 0.00 35.00 -- --------------------- 28.23 QA= O.OOPT= 28.23 0.00 VELOCITY = 1.86 0.10 28.34 QA= 21.51PT= 28.34 0.00 VELOCITY = 2.51 0.21 26.00 28.55 QA= 58.27PT= 2305 0.00 0.00 VELOCITY = 5.94 26.00 0.76 --------------------------------------------------- 24.00 2901 QA= 19.12PT= 29.31 0.00 0.00 VELOCITY = 7.06 24.00 0.97 20.41 C=120 10.00 30.28 57 2.635 0.00 0.00 14000 0.0540 10.00 0.54 ------------------------------------------------------ - ------------------ QA= 20.41PT= 30.28 VELOCITY = 8.26 20.56 C=120 9.00 30.82 QA= 20.56PT= 30.82 58 2.635 0.00 0.00 VELOCITY = 9.47 161.06 0.0695 9.00 0.63 161.06 - __ -- -.-._.._._-.-......-•---_._._ .. ------.---•- 31.45 --•---•---•-.----•- CS 10 --------•-•-.- 59 21.51 C=12O ._.._----__. _.-..__._--_-. 132.00 - - --_.-_.--.-.._ 23.81 - -._._.---_..___._._._ QA= 21. .___----_._-- 51PT= 23.81 51 1.452 2T 80 16.00 0.00 VELOCITY = 4.17 21.51 0.0305 148.00 ----- 4.52 21.51 •---•----- -.--.__--._--_ 28.34 __----•-_-..---•.-.- CS 10 -••-_ -- 54 58.27 C=120 ----•---_._____ 25.00 ------•---_- -3.60 --._ ._ -- QA= 58. ___.__--_--•- 27PT= 23.60 50 2.154 1T10.0 10.00 0.00 VELOCITY = 5.13 58.27 0.0283 35.00 0.99 w-A"Xw V3: K-r r-i r. a(hd?7T fl°fiq'-o3 2 E~ O F"F<X NKI E:R 00- WW-XAc JOB- bEERWOOD ELEMENTARY SCHOOL JOB NO 86-6105 DATE" 8/6/86 PAGE 25 ************************ ***REMOTE $4 TO U.G. ENTRANCE*************************** HYDRLC. OA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FIGS. PE PV ***** NOTES POINT OT LOSS/F LENGTHS TOT. PF PN -29.42 C=120 8100 24.59 QA= -29.42PT= 24.59 68 1.687 IT 8.0 8.00 0.00 VELOCITY = 4.14 28.85 0.0253 - 1000 0.41 -i4.4i C=120 ------ --------- 14.00 ---'-------. 25.00 __•-.------•----------__---- OA= -14.4iPT= -5.00 69 1.687 0.00 0.00 VELOCITY = 2.07 14.44 0.0070 14.00 - - O.iO 0.00 C=120 6E 4.0 -- -•--. 90.00 ----------- 25.09 ------------._---.--------- QA= O.OOPT= 25.09 70 i.452 2T 8.0 40.00 0.00 VELOCITY = 2.8 14.44 0.0146 -- --- 130.00 1.90 0.00 C=12O ------ --------- 14.00 ----------- 27.00 -------------------------- OA O.OOPT= 27.00 71 1.687 0.00 0.00 VELOCITY = 2.07 14.44 0.0070 1000 0.10 14.41 C=120 8.00 27.09 OA= 14.41PT= 27.09 72 1.687 IT 8.0 8100 0.00 VELOCITY = 4.14 28.85 0.0253 16.00 0.41 29.42 0=120 27.00 27.50 0l.= 29.42PT= 27.50 77 2.154 1710.0 i0.00 0.00 VELOCITY = 5.13 58.27 0.0283 37.00 1105 -•---___--• ------------•------•-----------•----•---- -------.- 58.27 28.55 CS 51 55 29.41 C=120 ._ __._._ -._.__-.---- 6.00 ---------- 24.59 ------.__._--.__.-._.______-___._ OA= 29.41PT= 24.59 68 1.687 IT 8.0 8100 0.00 VELOCITY = 4.22 29.41 0.0262 .. -_.___..__ 14.00 0.37 w -•14.69 C=120 ._ _.--14.00 -24.96 ._._ - ._._._.__OA= --i4.69PT'= 24.96 73 1.687 0.00 0.00 VELOCITY = 2.11 14.72 0.0072 14.00 0.10 0.00 C=120 _. _._. 6E 4.0 _._ _._. _._....._._. 90.00 ......_ __._ _._._.._._. 25.06 _ _._._.-.._...._ _._.._ -.._ _ __._._.._ _ _._.._ _.--- QA== O.OOPT= 25.06 74 1.452 2T 8.0 40.00 0.00 VELOCITY = 205 14.72 0.0151 - 130.00 1.97 14.72 ----- -._._._.__._--. -._._..__.._._.__._-- 27.03 _-._._._._._._.._.___.___._--_... _._._._.._.__ CS 11 75 0.00 C=120 -• --------- 14.00 ------------- 27.03 -------- •- -- -_---.--- CAA= O.OOPT= 27.03 75 1.687 0.00 0.00 VELOCITY = 2.ti 14.72 0.0072 14.00 0.50 14.69 C=120 - ---- ----_-----• 6.00 -.----------- 27.13 --.-••-•------•-•----•--__------- OA- 14.69PT= 27.13 76 1.687 IT 8.0 8.00 0.00 VELOCITY = 4.22 29.41 0.0262 14.00 007 W Vic: w w v m K m i-i L, A u -r o m rf-`-'a -d- T C ?" 6-• g fi^ h L_ IE Fa. Co- ^" c rx :3cw- JOB- DEERWOOD EL EMENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 26 *M**X<*,***x.yc*****;;c***yd:khti."d ***REMO'fE 1-.4 TO U.G. EI ?TRf1NCE?"d K? 4C>k Kvd I< X KXCNC km Y? kW k K?YdY,< K k%c HYDRLC. DA °C' EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF PN 29.41 27.50 CS 12 77 --------- ------- 14.41 -------- C=120 --------•-- 6E 4.0 --------- 104.00 ----------- 25.00 ----------•---------------- OA= 14.41PT= 25.00 69 1.452 2T 8.0 40.00 0.00 VELOCITY = 2.79 ----------- 14.41 -------- 0.0145 --------- ----- ---- 144.00 2.10 14.41 - ----------- ------------ 27.09 -------------------------- CS 12 7 14.69 -- C=120 ------- - - - 6E 4.0 --------- 104.00 ----- - -._-_ _ 24.96 . _ _ _._.._. _ _._ •-. QA= 14.69P'T'= 24.96 73 1.452 2T 8.0 40.00 0.00 VELOCI'T'Y = 2.85 14.69 0.0151 -- ----- 144.00 2.17 14.69 ----- --------- .----------- 27.13 --__.----•--`- -•---•---------- CS 12 76 20.56 C=120 4E 4.0 144.00 25.87 QA= 20.56PT= 25.87 80 1.452 2T 8.0 32.00 0.00 VELOCI'T'Y = .3.98 20.56 0.0281 176.00 4.95 20.56 30.82! CS 12 58 20.40 ---- C=120 ---------- 4E 4.0 •--------- 137.00 •-------•---- 25.59 •-.-•-----.._._.._...._._.. ---•-------- QA= 20.40PT= 25.59 79 1.452 2T 8.0 32.00 0.00 VELOCI'T'Y = 3,95 ---------- 20.40 -------- 0.0277 --------- ------ 169.00 4.68 20.40 ----- ----------- ------------- 30.28 ------------------------------ CS 12 57 19.12 C=120 _T4E 4.0 141.00 25.06 - - ---- QA=u 19.12p,r=-25.06 78 1.452 2T 8.0 32.00 0.00 VELOCITY = 3.7 19.12 0.0245 173.00 4.25 19.12 29.31 CS 12 56 47.1'2 C=120 -------•--- __-------- 11.00 --------___ 26.04 _•----...- --.---------- QA= 47.12PT= 26.04 81 2.635 0.00 0.00 VELOCITY = 2.77 47.12 0.0071 - ----- 11.00 0.08 -23.86 C=120 ----- --------- 10.00 -------•---- 26.12 -•-- ---- --•--.-.__•--.- -----°--•- QA= -23.86PT= 26.12 82 2.635 0.00 0.00 VELOCITY = 1.37 23.26 0.0019 10.00 0.02 WWWW VT KT M rc`? T A-1i u I~ S?^IFS 0`p?tiR_E Cn - 3c4cl*c JOIi- DEERW00D ELEMENTARY SCHOOL. JOB NO 86-•6105 DATE 8/6/86 PAGE 27 *%ckcXcXczK KNc?CYK ?4CY??C?C?C K;F K ?K?C%cRI::MOTE 04 TO U. G . [I`ITR 1t ICEXcXc K % XXc:cYCXc1?CS?;cBcY?°?M ?Xc ?%c k"?aK* HYDRLC. GA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FIGS. PE PV Fkdx MOTES ?c Xc?FX? POINT QT LOSS/F LENGTHS TOT. PF PI4 0.00 C=120 5E 4.0 55.00 26.14 Q(1- 0.00PT= 26.14 83 1.452 IT 8.0 28.00 0.00 VELOCITY = 4.5 --------- 23.26 --------- 0.0353 ------- ------ --- 83.00 2.93 - - --- -- - - 0.00 C=120 - ---------- 5.00 -------- --- 29.07 - ------------------ -- QA= O.OOPT= 29.07 84 1.452 IT 8.0 8.00 0.00 VELOCI'T'Y = 4.5 23.26 0.0353 13.00 0.4b 23.86 C=120 34.00 29.53 Q(1- __23.86f-'T= 29.53 - 85 1.687 0.00 0.00 VELOCITY = 6.76 47.12 0.0628 34.00 2.14 -17.85 C=120 5.00 31.66 QA= ._17.85PT= 31.66 86 1.452 IT 8.0 8.00 0.00 VELOCITY = 5.67 29.27 0.0540 13.00 0.70 0.00 C=120 I E 4.0 5.00 32.37 0(- )= 0.0OI'T= 32.37 87 1.452 IT 8.0 12.00 0.00 VELOCITY = 5.67 29.27 0.0540 17.00 0.92 _ 0.00 C=120 14.00 33.29 QA= O.OOPT=-33.29 88 2.154 0.00 0.00 VELOCITY = 2.58 ------------- 29.27 --------- 0.0079 -------- --- 14.00 0.11 17.85 C=120 _ 1 E ,5.0 _'__•_6.00 33.40 QA= -_17.85P'T'=-33.40 89 2.154 1TiO.0 15.00 0.00 VELOCITY = 4.15 47.12 0.0191 21.00 0.40 47.12 33.80 CS 13 90 --------- --------- 23.87 --------- C=120 ---------- 4E 4.0 ------------ 60.00 26.12 QA= 23.87PT= 26.12 82 1.452 2T 8.0 32.00 0.00 VELOCITY = 4.62 23.87 0.0370 92,00 3.41 23.87 29.53 CS 13 85 ---------- ------- 17.85 -------- C=120 ----------- tE 4.0 ------------ 60.00 -------------- 31.66 --------- Qn= 17.85PT= 31.66 86 1.452 2T 8.0 20.00 0.00 VELOCITY = 3.46 --------- 17.85 -------- 0.0216 -------- --------- 80.00 - 1.73 - -- -- ---------------------------- ------ 17.85 ---------- --- --- - 33.40 - CS 14 89 --------- -------- 19.60 -------- C=120 --------- 1E 2.0 ------------- 15.00 -------------- 12.25 -------------------------- G=K*EnR(P): P= 12.25 64 1.104 2.00 0.00 K= 5.600 V = 6.57 19.60 0.0977 - 17.00 1.66 `L w - X<Zcetcw VA Kx NG n-l0_A-9-0MA-1T`3 c ? RRX Mfin;:0?6=Fc 00 -X*c?:Kw JOIt- DCERWOOD ELEMENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 28 ***M:K:k*Xc****:Y.kcycYc*%cy::X**bc:xkt**REMOTE :9.,4 TO U.G. EI Ii'FiA14CEYxXtYF ??? Y%cMX< n>XXt$c d•"FXcYFM <YESkX?YFAc x X HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING F'rGS. PE PV ***** NOTES ***>R* POINT QT LOSS/F LENGTHS TOT. PF PN 20.40 C=120 14.00 13.91 K= 5.470 P= 13.91 65 1.452 0.00 0.00 VELOCITY = 7.75 _-------- --40_00 0.0963-- ------- ----14 00 5.35 21.37 C=120 14.00 15.26 K:= 5.470 P= 15.26 66 1.452 0.00 0.00 VELOCITY = 11.89 --------- 61.37 - ------ 0_2126- ---_---- - 14.00 2.98 23,36 C=120 9.00 18.24 K= 5.470 P= 18.24 67 1.687 1T 8.0 8,00 0.00 VELOCITY = 12.16 84_73 -0_1859 - -------- 17.00 ---------._ 3.16 -___.____ _.__._.__. f? .._.._Y_.. fIEAOS owin"G_ 84.73 21.40 CS 15 49 --------- ------- -------- S - - y s_ b7(7,---- --- ? 15.79 C=120 SE 2.0 15.00 7.95 Q=K*SQR(P)P= 7.95 60 1.104 2.00 0.00 K= 5.600 V = 5.29 15.79 0.0654 17.00 ? - 1 .11 _-_- T l(?I?//U(?/i??? ---------- ..__.- 16.46 C=12o 14.00 9.06 '\= 5.470 P= 9.06 61 1.104 0.00 0.00 VELOCITY = 10.8 __.___.____ 32.25 _______ 0,2455 ________ ________ 14.00 __._.________ 3.44 ____..___._ .____.__ ;2 AA,01 _____.-.___. 19.34 C=120 14.00 12.50 K= 5.470 P= 12.50 62 1.452 0.00 0.00 VELOCITY = 9.99 --_-___-- --51;59 -0_1542 _ - _ -- 14.00 -? __ •----- 2.16 -.---- 3 E.9_Ds._Es? 6,1AIG- _ 20.94 C=12o 9.00 14.66 5.470 P'= 14.66 K= 63 1.452 IT 8.0 8.00 M o VELOCITY = 14.05 72.53 ----- 0.2896 ------- 17.00 ----_-- 4.9" •-----___ ______ e y // A03 fC !2c_ ____.__ __.---_.--___-- 72.53 19.58 CS 16 48 ---- -- ------ ------- S E/ y`_•_ SAG F _ No _ F, 8-- ----------------------- 15.61 C'12O fE 2.0 15,00 7.77 Q=K*SQR(F'): P= 7.77 43 1.104 2.00 0.00 K= 5.600 V = 5.23 ----------- -_1 5_61 -0_0641 17.00 1.09 16.28 C=120 14.00 8.86 K= 5.470 P= 8.86 44 1.104 0.00 0.00 VELOCITY = 10.68 --------- 31.89 ------- 0.2405 -- 14.00 3.37 -__Z. A OS GLO?iNG 19.13 C=120 14.00 12.23 K= 5.410 P= 12.23 45 1.452 0.00 0.00 VELOCITY = 9.88 ------- -- 51.02 -----•-- 0.1510 -------- -------- 14.00 ----------- 2.11 ------- 3 N F ??? ------'- 20.71 C=12o 9.00 14.34 K- 5.470 P= 14.34 46 1.452 1T 8.0 8.00 0.00 VELOCITY = 13.89 71.73 0.2837 - 17.00 4.82 *c'XW-A< Vg KIE NG ?F1iL11 iT-S?? d5iT SF^FZg MK9_F-ER f--0- W*C*LAC JOB- DEER W00D ELE MENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 29 % K?C KMX<;KKC icYt Y? Zc ItYtyc x?cM K c K k K?MF<EtiOl'E 44 TO U.G. EI4TriANICE K K:Y:K KaYNcXctlc:K KA¢ k K.%"c>KMXC>K;%Y? HYDRLC. QA C. EQUIV. PIPE PT FT REF. FLOW DIA. FITTING FTGS. FE PV ***** MOTES ***** POINT QT LOSSIF LENGTHS TOT. PF PN 0,00 C=120 10.00 19.17 QA= 0.00PT= 19.17 47 2,154 0.00 0.00 VELOCITY = 6.31 --------- 71.73 -------- 0.0415 ------- - 10.00 0.42 72.53 C=120 -------- ---------- 12.00 ---------- 19.58 --------------•------------- QA:= 72.53PT= 19.58 48 2,154 0.00 0.00 VELOCITY = 12.7 -----_--_ -144'26 - 0.1514 ------- _____ --•-- --_1'_00 -- 1.8^ ---------- i----- ----0 1A, ----- ------- 84.73 C=120 4.50 21.40 QA= 84.73PT= 21.40 49 2.635 iT12.0 12.00 0.00 VELOCITY = 13.47 --------- 228.99 -------- 0.1333 ------- --------- 16.50 -- -. 2.20 dEA ?D / -100.97 C=120 32.00 23.60 QA= -•100.97P'T'= 23.60 50 2.635 0.00 0.00 VELOCITY = 7.53 --------.-- 128.02 -------- 0.0454 ------- ------ 32.00 1.46 -19.12 C=120 --- ---------- 16,00 ----------- 25.06 -------------------------- QA= -19.i2PT= 25.06 78 2.635 0.00 0.00 VELOCITY = 6.4 108,90 ------- 0,0337 --------- -------- -- 16.00 -•- - 0,54 -20.40 C=120 -- ----- 12.00 ----------- - 25.59 ----_.----.• •-•--------------- QA= --20.40P'r= 25.59 79 2.635 0.00 0.00 VELOCITY = 5.2 88.50 0.0229 12.00 0.28 . -?0.56 C=120 -------- --.--------- 12 00 _-.I'-•------ 25.87 -----------.___------ QA= -20.56F'T= 25.87 80 2.635 0.00 0.00 VELOCITY = 4 67.94 0.0140 ---- - 12.00 0.17 67.94 - -- •----- ---------- ---------- 26.04 ------•---•-.---•--------------- CS 17 81 -47.13 C=120 6E 4.0 - ------- 148,00 ---------- 26.04 -----.--.-•- --- ---------_.--- QA= -47.13PT= 26.04 8i 1.452 2T 8.0 40.00 0.00 VELOCITY = 4„03 20.8i 0.0287 i88.O0 5.41 161,06 C=120 --- ----.-- 1E 6,0 -------.:.-- 9.00 -----.--•--- 31.45 -------------------------- QA= 16i.06PT= 31.45 59 2.635 iT12.0 18.00 0.00 VELOCITY = 10,7 181.87 0.0870 --• ----- 27.00 2.35 47,12 C=120 •---- 9E1O.O -•--------- 181.00 ---------- 33.80 ------------------------ QA-- 47.12PT= 33.80 90 4.260 90.00 0,00 VELOCITY = 5.15 --------- .228.99 -------- 0.0128 -------- --- -- 271.00 3.48 0.00 C=120 - --- --.-------- 9.00 •---------- 37.28 -------------------------- QA= 0,00PT= 37.28 T092 4.260 0.00 0.00 VELOCITY = 5.15 228.99 0,0128 9.00 0.12 - 0,00 C=120 3.00 - 37.40 ----•--- ----------.- QA= O.OOPT= 37.40 VAS2 4.026 iT20.0 32.00 0.00 VELOCITY = 5.77 228.99 O.Oi69 12l0QFl 35,00 0.59 z2cW?x -X airx Kg rlS- A u-IromAYx a-- S"F °F<g tlKL.EE F' 0 ED _ :1K. *c xc JbB- DEERWOOD ELEMENTARY SCHOOL JOLT NO 86•-610:5 DATE 8/6/36 PAGE 30 :K khcY6 7 * KMNcXtY Y? X:?%t k:cM%cy 9 5c%kREMQTE #4 TO U. G. Ei ITRANCEY?mk >FXc d K°d k KI?X?X?:k XX<YF?k K:k HYDRLC. QA "Co EQUIV. PIPE FT PT REF. FLOW DIA. FITTI14G FTGS. PE PV icyc c NOTES Yc:,?kYF:% POINT QT LOSS/1= LENGTHS TOT. PF PN -Q.01 C=120 8.00 37.99 GA- Q.0iPT= 37.99 VASY 4.026 ST20.0 57.00 9.96 VELOCITY - 5.77 --------- 228.98 0.0169 - ------------ 37.OOF. --------- 65.00 - --- . = FOR HT. OF 2370 BOER 228.98 49.05) CS 18 ZZ9-sO 6AA7 Gd 5'i'-S-6 Psi //UA/LA6LC 6?T Offlrc D,ov?ReSe-k SEF ?iA6 F No 13 (/AIOf,?61?6.,vP rLDw 11v7c, &11,91..114 SEE ®A6 or No 31 `Low ScHr.?.A7G S E? ,46r No 3-7, W4%ER SaOOLY SGNFATIG A<Ac:X4c q,or g Ih.T.1141• A U-r0i , dAlrM C OFF FZM B";IKQ-.E:F? C:O - vx-0c-K JOB- DEL•RWOOD ELEMENTARY SCHOOL JOB NO 86-6105 DATE 8/6/86 PAGE 31 ?C k?# XXc"cYF C kNc%c Ic K?%?F?FXc C 3 ?C k 4cXc F CycYc FFLOW SCHEMATIC********************************* 21.19 S3}>}»»»}}»}>}»»>}>52 64 60 43 A v n n n 21.19 21.19 19.60 15.79 15.61 A 21.51 v n n S4>»}}}»»>}>}}»»>}}}5f 65 61 44 f n n n 40.00 32.25 31.89 14.44 n n 71>3»»»70 v 66 62 45 n v I n. A n 14.44 14.441 61.37 51.59 51.02 A 14.41 V n n 7'233> l>»»69 67 63 46 n v n n n 42.70 28.85 28.3542.70 84.73 72.53 71.73 A 58.27 n V58.27 V n 144.26 ^ 55»»>}}}77 68»>50>}>]}}}}49»»»»48»>}}}}>47 V V 228.99 71.73 V 29.41 29.41 V 14.69 n 76»}>}>}>73 `r n 14.72 14.72 v 14.72 n 75}»}>:)»'74 100.97 128.02 A 19.12 n 565 3 >>» }»}»>»>»»»>78 A n 120.09 108.90 20.40 n 57»»»»}»»> }»>}}}}>79 A n 140.50 88.50 A 20.56 ^ 58}}}}»»>}>:,}>}}»}»»30 A n 161.06 67.94 A 20.31 n n 1s1.s7 223.99 n A TOE2»»» 90 A V 223.99 47.12 47.12 A V 47.12 n VAS2 89}}»»»36»>85 »»»}>82 A V 17.85 n V 23.87 n 228.99 29.27 29.2723 .26 23.2E A v v n VASY 88»}>03»87 84 »»»>083 A 29.27 23.26 228.98 A SYSTEA RE?0TE-o HYDRAULIC CALCUALTION SUMMARY AREA START NUMBER SECTION 1 10 . TOTAL TOTAL. FLOW PRESSURE 228.99 49.05 END S'EC'TION 18 SUPPLY POINT BOSR BOSR w Dxw vx V, g K M NI a^h iLA 1T E U rAi 7[ Cam : tl=° ?: g 8 h Ih : fl_ IF fl !C T h - *K K ?pc =Mc JOP- DURWOOD ELEMENTARY SCHOOL JOB NO 86-6105 DATE" 8/6/86 PAGE 32 ********:K*******I**VF****%c***IWATER SUPPLY SCHEMATIC***************************** l --------------------------- ! STATIC PRES. i ! *C.-- 61.000 PSI i P- SAS 7-EA7 0 Z PfEAa TE ! P i ! L i Y i ! C i U i` ! R i ! V ! E ! PRES..AVAILABLE ! ! * C-- 60085 PSI ! SAFETY MARGIN ^ ! 10.515 PSI v ! ! SYSTEM DEMAND--3 -------------- * * C-- FLOW AVAILABLE ! ! 228.99 GPM / 100 GPM HOSE A i1477,43 GPM Y9,05 ASJ / ! ! / -----------.---- , / E ! TO'T'AL DEMAND 1 ! V ! 50.470 PSI AT! ! R ! 328.99 GPM ! ! / U / C RESIDUAL- PRES. -)* i / 60.000 PS:( AT D 3215.00 GPM /A ! / M 23930,73 GPM * ! E AT 20.000 PSI ! ! *C-- 9.960 PSI (ELEVATION) a !---------------------------------------------------------------------1 FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 22809 GPM OUTSIDE HOSE 100.00 GPM TOTAL DEMAND 328.99 GPM