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2010 Cliff Rd - Hydraulic Design Sheets. a 41ff4-t (?;)" HYDAAULIC DESIGN INFORMATION SHEET NAME WAl.62E;6f.1'S DA7E -7 - z'f '9Z LOCATION- CLIFF RoAD ? 99uNGLlFF E746A1?! - SUILURJG_ SYSTEM NO.- - CONTRACTOR_?,_?C?S!QSL -CONTRAC7 N0. CALGULA7ED BY- C??NE PE1L ? DRAWWG NO. CONSTRUCTION: ? COP,A.CiUSTIE3LE RNON-COME3USTIBLE CEILINu HEIGHT_ 12- FT. OCCUPANCY___ X NFPA 13: ? L-f. HAZ. [] NFPA 231 ? NFPA 231C ? [] OTHER (Speci(y) v. J cncriFIr l!1 ORD. tiAZ. GP F IGU RE _ ;'T.DE (3'f ? I ?2 ? 3 CURVE _ [] EX. IiA2. CA7E O ? - - AREA OF SPRINKLER OPERATION 1.? OD - SYSTEM -YP-E y DENStTY IC) ? WG7 ? DRY ? DEI.UGE ? PRC•ACTIUN y AREA PER SPRINKLEfi SPfi1NLER OR NOZZLE FIOSE ALLOtiYANCE GPA1: IPlSIDG FAAKE -C-6 NIAR? MODEL • HOSE ALLOWANC[ GPP.1: OUTSIDE f,,IZC_ ---- K-FACTOR 5 ' RACK SPI7INIQ_E(i ALLQIVAIJCE ---_y_ -- - _ 7EIAPEHATURE RATING__??. CALCUU'+TIUN crnn facouiE:r-o_ 333•43 __ Psi rar_cuir?t-o__ .44•gS___ nT Bnst oF nisea. SU1rfSvfARY "C" FACi OR USL"D: OVEHHEAD _- ? UNDEI"iGROUtVU 140 QLl:1?iP_nA7& IAUl< OE? RES-RVOIg >.. QATE R TItv9E RATED CAPACITY CAPACITY a Sl'A1"IC PSI AT PSI ELEVATION -- j RESIDUAL PSI ELEVATION ? GYM f LOYJING ?OZ'? -- W[LL GPF d w ELENATtON . pROOF F LOW H E ? S LOCATIOh! SOURCE OF INFORMAi'lON LAtrAN -- COMMODITY CLASS _ I.OCATIOtJ w STOfiAGE HEIGf-Il".,--------- nHEA - AISLr N'ID7H % 0 STORAGE AiCllHO0: SO! IU PILED-- I'ALLET2GD__ io RACIi - [C Q - ------- ---------- ? SINGLE R04V [] CONVFNTIONAL PALL[T ? AUTOMATIG STORAGE ? ENCAPSUI.ATED DUUOL6 ROW ? SLFlVE i'ALLET ? SOUD SHELVING ? hON- ?- ? MULTIPLE ROW ? OPEN ENCAPSULAT[C ? ¢ FLUC SPACING IN ItJCI1ES CLE/?RANCL FROM TOP OF STORAGE TOCFILING 'U ? LONGITUOINAL_ TRANSVGRSE _ FT. In• U HnRl7_ONTAL BARRIERS PROVIDED CONTRACT NAME: WAN0: 120 lt? IT7lTT 115 110 105 1OC) 95 G? SciP ?• SP= 66 90 kP= SS 5 ' GPM= u,w 80 75 70 65 60 55 250 Il g ?,c 50 45 40 35 30 25 RIN c??2 D AN L 4?- 0 2(S 2 ZO 15 33 3 . 1 lq P rti A7 441, 8 S Ps Scale Used_A ? O , 5 n N ,.es ? a w ? D ? ? w ? a v 100 200 300 400 200 400 600 800 400 B00 1200 1600 500 600 700 800 1000 1200 1400 . 1600 2000 2400 2800 3200 900 ) 000 Scale A 1800 2000 Scale B 3600 4000 Sale C Form No. 3016 FLOW - GPM 0 S8,& 2 117,88 i5Z,a4 I'Z4.21 io4,-) a 8 0,; c ss, r 28,9 /-l \ n n n Sq,gZ ? 33,6o -v?v Z?.&7 3 is,q3 4 4o,v 5 6603 il 6 S9.o6 38.So 6.00 9.oz "?5'z 4o.s9 Z 3L 34 56 6;17 Li, 0 1 4St 96 O 33 ? ? -_ --------<-- r 2?, zs ? S 23,43 2) 2.4.,41 ? i6 ta 25. 17 ZI Z6,64 9 3? ? ? 28.49 l4W . LC.o3 ?t 3z. 03 ?go99 ? ZUS,7 Z ui 228,6¢ Ov 253.i3 o? 2?830 05 304 9q oay 333.43 333.43 ? 583.<3 I \ \- _ _ ? ?- -I1L ? \ 581.4 3 WALGREENS --- OUTLE"f TARLE --- uUTLET # K-FACTGR PRESSURE FLOW ELEV. (LPS.) 1 5.600 10.274 25.21 5.21 2 5.600 19.506 24.73 5.21 3 5.600 19.452 24.70 5.21 4 5.600 19.643 24.82 5.21 5 5.600 10.537 25.38 5.21 6 5.600 20.354 25.26 5.21 7 5.600 19.578 24.78 5.21 S 5.600 19.523 24.74 5.21 9 5.600 19.711 24.86 5.21 10 5.600 20.602 25.42 5.21 11 5.600 24.629 27.79 5.21 12 5.600 24.597 27.77 - 5.21 13 5.600 24.919 27.95 5.21 WALGREENS --- LEG TAPLE --- FRICTION FRICTION VELOCITY LEG N4. DIAMETER LENGTH FLOW GPM C LUS5/FO»T LtiSS/TOTAL FEET/SECpND 1 1.452 11.00 -33.60 120 -.0698 -.768 6.5 2 1.452 9.00 -8.87 120 -.0059 -.053 1.7 3 1.452 11.00 15.83 120 .0173 .191 3.1 4 1.452 9.00 40.65 120 .0993 .893 7.9 5 1.452 11.00 -33.80 120 -.0706 -.776 6.6 6 1.452 9.00 -9. 02 120 -. 0061 -. 055 1.7 7 1.452 11.00 15.72 120 .0171 .188 3.0 S 1.452 9.00 40.59 120 .0990 .891 7.9 9 1.452 9.00 --6.77 120 -.0036 -.032 1.3 10 1.452 11,00 21.01 120 .0293 .322 4.1 11 1.452 37.00 58.82 120 .1966 7.275 11.4 12 1.452 37.00 59.06 120 .1981 7.331 11.4 13 1.452 48.00 34.56 120 .0735 3.529 - 6.7 14 1.452 52.00 66.03 120 .2435 12.663 12.8 15 1.452 52.00 66.00 120 .2434 12.655 12.8 16 1.452 61.00 48.96 120 .1400 8.543 9.5 17 1.452 129.00 24.23 120 .0381 4.916 4.7 16 1.452 136.00 23.43 120 .0358 4,870 4.5 19 1.452 129.00 24.48 120 .0389 5.012 4.7 20 1.452 129.00 25.77 120 .0409 5.277 4.9 21 1.452 129.00 26.64 120 .0454 5.859 5.2 22 -1. 452 129.00 28.49 120 .0514 6.635 5.5 23 2.635 12.00 58.82 120 .0108 .129 3.5 24 2.635 12.00 117.88 120 .0390 .468 6.9 25 2.635 1<.00 152.44 120 .0628 .754 9.0 26 " 2.635 12.00 128.21 120 .0456 .547 7.5 27 2.635 12.00 104.78 1201 .0314 .377 6.2 28 2.635 7.00 80.30 120 .0192 .134 . 4.7 29 2.635 10.00 55.13 120 .0096 .096 3.2 30 2.635 10.00 28.49 120 .0028 .028 1.7 31 3.260 12.00 66.03 120 .0047 .057 2.5 32 3.260 12.00 132.03 120 .0171 .205 5.1 33 3.260 12.00 180.99 110 .0306 .367 7.0 34 3.260 13.00 245.22 120 .0396 .502 7.9 35 3.260 11.00 228.64 120 .0472 .519 8.8 36 3.260 7.00 253.13 120 .0569 .399 9.7 37 3.260 10.00 278.30 120 .0679 .679 10.7 38 3.260 10.00 304.94 120 .0804 .804 11.7 39 3.260 20.00 333.43 120 .0948 1.896 12.8 40 4.026 30.00 333.43 120 .0339 1.018 8.4 41 6.000 80.00 583.43 140 .0103 .823 6.6 42 8.000 246.00 583.43 140 .0025 .623 3.7 • F WA0GREENS --- ROUTE ND, i DESCRIPTIOry --- t!-ADD DIA T PIPE P"f clUTLET REFERENCE LOSS/FT E FITT9 pE PE ------ ------ U-TOTAL ------- C-FACT --------- LT -- Tt>TAL PF PC> NOTES dUTLET 1 25.21 1.452 -- -------- ----- ...--- 20.27 -------------- K= 5.60 -.070 0.00 0.00 LE6 ------ 1 ------ -33.60 -------- 120 --- - 11.0 -.77 20.27 UUTLET 2 24.73 - ---- 1.452 ---- -------- --------- 19.51 -------------- F<= 5.60 -.006 0.00 0.00 LEG ------ 2 ------ -$.87 ------- 120 --------- -- 9.0 -.05 19.51 GUTLET 3 24.70 1.452 -- -------- --------- 19.45 -------------- K= 5.60 .017 0.00 0.00 LE6 ------ 3 ----- 15.83 -------- l20 ---- ll.0 .19 19.45 OUTLET 4 24.82 ----- 1.452 --- --------- ---------- 19.64 -------------- f<= 5.60 .099 0.00 0.00 LEG ------ 4 ---° 40.65 -------- l20 --------- 9.0 .E19 19.64 OUTLET 5 25.38 1.452 --- c ---------- 43.0 --------- 20.54 °------------ 1t= 5.60 .244 i 9,0 0.00 0.00 LEG ------ 14, ----- 66.03 -------- l20 --- 522.0 12.66 20.54 REF 101 0.00 ------ 3.260 --- --------- --------- 33.20 -------------- .005 0.00 LEG ------ -31. ----- 66.03 -------- 120 ---- 12.0 .06 REF 102 66.00 ----- 3.260 --- --------- --------- 33.:6 -------------- .017 0.00 LEG ------ 32 ----- 132.03 -------- 120 ----- 12.0 .20 REF 103 48.96 ---- 3.260 --- --------- ---------- 33.46 -------------- .031 0,00 LE6 ------ 33 ----- 180.99 -------- 120 ----- l2.0 .37 REF 104 24.23 ---- 3.260 --- --------- --------- 33.83 -------------- .039 0.00 LEG ------ 34 ----- 205.22 -------- 1<0 --- 13.0 .50 REF 105 23.43 - ----- 3.260 --- --------- -------- 34.33 -------------- .047 0.00 LEG 35 228.64 120 11.0 .52 REF 106 24.48 3.260 34.85 .057 0.00 LEG ----- 36 ------ 253.13 --------- 120 ------- --- 7.0 .40 REF 107 25.17 3.260 --- ------- -------- 35.25 --------------- .068 0.00 LE6 ----^ 37 ------ 278.30 ----- 120 10.0 .68 REF 108 ---- 26.64 ------- 3.260 ------ ------- -------- 35.93 --------------- .080 0.00 LE6 ----- 38 ------ 304.94 --- -- 120 10.0 .80 REF 109 - --- 28.49 ------- 3.260 ------ E ------- 13,p -------- 36.73 --------------- .095 -7,0 0.00 LE6 ----- 39 ------ 333.43 --------- 120 ------- ------ 20.0 ---- - 1.90 -- ----- ---- -------- REF 110 0.00 4.026 }jr.,/ -- 4,0 - 38.63 - -- ? .034 -pcv Z(..U 5.21 t;LEV I't LEG ----- 40 ----- 333.43 - -- - 120 30.0 1.02 - REF ill - ---- 250.00 --------- 6.000 ----- 6 -------- 20.0 -------- 44.85 --- ------------ 2S0 GPM HoSC- .010 T 60.0 0.00 LEG ----- 41 ----- 583.43 ------ - 140 - CY\t 80.0 .82 REF 112 -- 0.00 ------- 8.000 ----- T -------- Zao,o -------- 45.68 --------------- .003 46, o 0.00 LEG ----- 42 ----- 583.43 --------- 140 -------- ----- 246.0 -------- .62 -------- --------------- 46.30 AY Ciry SP=b6 •? RP=SS 6Pn+= z.ozo WAL6REEN5 --- ROUTE NO. 2 DESCRIPTION --- Q-ADD DIA T PIPF_ P"f c1UTLET REFERENCE LOSSJFT E FSTTS PE PE ------ ------ Q-TOTAL ------- C-FAC7 -------- l_T - T07AL PF PO NCiTES OUTLET 6 25.26 - 1,452 - -- -------•- --------- 20.35 -------------- K= 5.60 -.071 0.00 0.00 LEG ------ 5 ------ -33.80 -------- 120 --------- --- 11.0 --------- -.78 --------- 20.35 -------------- CIUTLET 7 24.78 1.452 19.58 K= 5.60 -.006 0.00 0.00 LEG ------ b ------ -4.02 ------- 120 --------- --- 9.0 - -- -- -.06 - --- 19.58 ------------ - OUTLET 8 24.74 1.452 - --- -- --- 19.52 - Fi= 5.60 .017 0.00 0.00 LEG ------ 7 ----- 15.72 -- -- 120 11.0 .19 19.52 UUTLET 4 - --- 24.86 --------- 1.452 --- --------- --------- 19.71 -------------- K= 5.60 ,099 0.00 0.00 LEG ------ 8 ----- 40.59 -------- 120 --------- -- 9.0 .89 -- 14.71 - - 4UTLET 10 25.42 1.452 - E --------- q3.o ------ - 20.60 - --- -------- K= 5.60 ,243 T 9,0 0.00 0,00 LEG ------ 15, ----- 66.00 ---- -- 120 52.0 12.65 - 20.60 - _ - REF 102 - --------- --- ---------- ------ -- 33.26 - -__ ------- WALGREENS --- ROUTE Nu. 3 DESCRIPTTON --- U-ADD DIA T PIPE P7 OUTLE7 REFERENCE LOSS/FT E FITTS PE PE ------ ------ q-TOTAL ------- C-FACi -------- L"f --- TOTAL ---- -- PF --------- PO -------- UUTLET li 27.79 - 1.452 -- - 24.63 K= 5.60 -. fd04 0.00 0.00 LEG 9 --- -6.77 ---- -- IyDJ --- ----- --- 9.0 --------- -.03 --------- 24.63 -------- ------ UUTLET -- - 12 - 27.77 - 1.452 24.60 k= 5.60 .029 0.00 0.00 LE6 10 -- - 21.01 -- ---- 110 ------- --- 11.0 --------- .32 --------- 24.60 -------- ------ +.4UTLET - - 13 -- 27.95 -- 1.452 6 52, o =4. `l;_' F<= 5.60 .140 'r 9. 0 0.00 0.00 LEG 16 - 48.96 120 - 61.0 - -- 8.54 --------- 24.92 -------- ------ REF -- -- 103 -------- --------- - - --- --- 33.46 NOTES