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3000 Eagandale Pl - Fire Sprinkler ReportHAMPTON INN--POOL AREA (1ST FL.) .10/1500 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) 1 5.600 7:000 14.82 11.58 2 5.600 8.258 16.09 8.00 3 5.600 9.072 14.89 11.58 4 5.600 8.834 16.64 8.00 5 5.600 7.285 15.12 11.58 6 5.600 10.455 18.11 8.00 7 5.600 11.494 18.99 8.00 8 5.600 12.704 19.96 8.00 9 5.600 10.505 18.15 11.58 10 5.600 13.544 20.61 8.00 11 5.600 8.349 16.18 8.00 12 5.600 9.404 17.17 8.00 13 5.600 13.083 20.26 8.00 14 5.600 10.384 18.05 11.58 15 5.600 13.384 20.49 8.00 16 5.600 11.196 18.74 11.58 HAMPTON INN--POOL AREA (1ST FL.) .10/1500 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO, DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 1.380 13.74 14.82 120 .0196 .270 3.2 2 1.049 6.50 16.09 120 .0870 .566 6.0 3 1.049 10.75 14.89 120 .0754 .811 5.5 4 1.049 6.50 16.64 120 .0926 .602 6.2 5 1.049 10.75 15.12 120 .0775 .833 5.6 6 2.067 12.00 95.67 120 .0866 1.039 9.1 7 2.067 10.00 114.65 120 .1210 1.210 11.0 8 2.635 14.30 134.61 120 .0499 .714 7.9 9 1.049 12.50 18.15 120 .1087 1.359 6.7 10 2.635 16.63 173.37 120 .0799 1.326 10.2 11 1.049 12.00 16.18 120 .0879 1.055 6.0 12 1.049 7.00 33.35 120 .3352 2.346 12.4 13 1.610 2.00 53.61 120 .1001 .200 8.4 14 1.049 12.50 18.05 120 .1076 1.345 6.7 15 2.061 10.00 92.14 120 .0808 .808 8.8 16 1.049 12.50 18.74 120 .1154 1.442 7.0 17 1.380 8.00 30.91 120 .0766 .613 6.6 18 1.610 .00 45.80 120 .0748 .075 7.2 19 2,069 6.00 62.45 120 .0393 .236 6.0 20 2.067 13.33. 77.56 120 .0587 .783 7.4 21 2.635 2.00 152.76 120 .0631 .126 9.0 22 1.610 32.00 33.35 120 .0416 1.332 5.3 23 2.067 2.00 71.66 120 .0507 .101 6.9 24 2.469 14.16 110.88 120 .0479 .678 7.4 25 2.635 127.90 284.25 120 .1990 25.449 16.7 26 3.260 38.15 284.25 120 .0706 2.692 10.9 27 4.260 21.00 284.25 120 .0192 .403 6.4 28 6.357 44.41 284.25 120 .6027 .121 2.9 29 8.110 111.25 284.25 140 .0006 .070 1.8 30 8.110 67.00 384.25 140 .0011 .073 2.4 31 5.110 1.00 384.25 140 .0011 .001 2.4 "WATER 5.6" dist. by Fire Sprinkler Consultants (913)281-1264 Licensee - ARROW SPRINKLER, INC. - Minneapolis, Minnesota HAMPTON INN--POOL AREA (1ST FL.) .10/1500 --- ROUTE NO. 1 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERE NCE LOSS/FT E FITTS PE PE ------ -- Q-TOTAL - C-FACT --- LT TOTAL ---- PF --------- PO NOTES -------------------------- OUTLET --- 1 - ------ 14.82 ---- -- 1.380 ---- 0 ---- 13.7 12.03 K= 5.60 .020 0 0 .00 -5.03 PIPE 1 14.82 120 0 13.7 .27 ------ 7.00 -------------------------- ------ REF ----- 301 -------- 16.09 --------- 1.380 ---- 0 -------- 8.0 --- 12.30 .077 0 0 .00 PIPE 17 = 30.91 - - 120 0 8.0 - -- .61 --------- -------------------------- ------ REF - --- 302 ---- - - 14.89 --------- 1.610 ---- 0 ---- - .0 12.91 .000 0 0 .00 PIPE 18 45.80 120 0 .0 .DO -------------------- ------ REF ----- 303 -------- 16.64 --------- 2.067 ---- 0 -------- 6.0 --------- 12.91 ------ .039 0 0 .DO PIPE 19 62.45 120 0 6.0 .24 ----- -------------------------- ------ REF ----- 304 -------- 15.12 --------- 2.067 ---- 0 -------- 13.3 ---- 13.14 .059 0 0 .DD PIPE 20 77.56 120 0 13.3 .78 - -------------------------- ------ OUTLET ----- 6 -------- 18.11 --------- 2.067 ---- 0 -------- 12.0 -------- 13.93 K= 5.60 .087 0 0 .00 -3.47 PIPE = 6 95.67 120 0 12.0 1.04 --- 10.45 -------------------------- ----- OUTLET -- --- 7 -------- 18.99 --------- 2.067 ---- 0 -------- 10.0 ------ 14.97 K= 5.60 .121 0 0 .00 -3.47 PIPE 9 114.65 120 0 10.0 1.21 ------- 11.49 -------------------------- ------ OUTLET ----- 8 -------- 19.96 --------- 2.635 ---- 0 -------- 14.3 -- 16.18 K= 5.60 .050 0 0 .00 -3.47 PIPE 8 134.61 120 0 14.3 .71 - 12.70 -------------------------- ------ REF ----- 305 -------- 18.15 --------- 2.635 ---- 0 -------- 2.0 -------- 16.89 .063 0 0 .00 PIPE 21 152.76 120 0 2.0 - .13 --------- -------------------------- ------ OUTLET ----- 10 -------- 20.61 --------- 2.635 ---- 0 ------- 16.6 17.02 K= 5.60 .OSO 0 0 .00 -3.47 PIPE 10 173.37 120 0 16.6 1.33 13.54 Q-ADD DIA T PIPE PT PV REFER ENCE LOSS/FT E FITTS PE PE ----- --- Q-TOTAL C-FACT LT TOTAL PF PO REF, --- 901 -------- 110.88 -------- 2.635 ----- 0 -------- 127.9 --------------- 18.34 .199 0 0 .00 PIPE -- 25 -- 284.25 120 0 127.9 25.45 --- REF ---- 902 -------- .00 -------- 3.260 ----- 0 -------- 38.1 --------------- 43.79 .071 0 0 .00 PIPE ----- 26 --- 284.25 120 0 38.1 2.69 - REF --- 903 -------- .00 -------- 4.260 ----- 0 -------- 21.0 -------------- 46.48 .019 0 0 .00 PIPE ----- 27 ----- 284.25 --- 120 0 21.0 .40 --------- REF - 904 ----- .00 -------- 6.357 ----- 0 -------- 44.4 ------ 46.89 .003 0 0 .00 PIPE 28 284.25. 120 0 44.4 .12 - - ----- REF ------ 905 -------- .00 --------- 8.110 ---- 0 -------- 111.3 ----------- -- 47.01 .001 0 0 .00 PIPE ----- 29 ------ 284.25 --- 140 0 111.3 - .07 --------------- REF 906 ----- 100.00 --------- 8.110 ---- 0 ------- 67.0 47.08 .001 0 0 .00 PIPE ---- 30 --- 384.25 140 0 67.0 .07 ------------- - REF - -- 907 -------- .00 --------- 8.110 ---- 0 -------- 1.0 -- 47.15 .001 0 0 .00 PIPE 31 384.25 140 0 1.0 .00 -- ----- ----- ------ -------- --------- ---- -------- ------ -- 47.15 NOTES ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- Supply HAMPTON INN--POOL AREA (1ST FL.) .10/1500 --- ROUTE NO. 2 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE ----------- Q-TOTAL --- C-FACT LT TOTAL PF PO NOTES OUTLET 2 ----- 16.09 --------- 1.049 ---- 0 -------- 6.5 --------- 11.73 -------------------------- K= 5.60 .087 0 0 .00 -3.47 PIPE 2 ----------- 16.09 ---- 120 0 6.5 .57 8.26 REF 301 ---- --------- ---- -------- --------- 12.30 -------------------------- HAMPTON INN--POOL AREA (1ST FL.) .10/1500 --- ROUTE NO. 3 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE ------------ Q-TOTAL ------ C-FACT LT TOTAL PF PO NOTES OUTLET 3 - 14.89 -------- 1.049 ----- 0 -------- 10.8 --------- 12.10 -------------------------- K= 5.60 .075 0 0 .00 -5.03 PIPE 3 ------------ 14.89 ---- 120 0 10.8 .81 7.07 REF 302 --- --------- ---- -------- --------- 12.91 -------------------------- 0 HAMPTON INN--POOL AREA (1ST FL.) .10/1500 --- ROUTE NO. 4 DESCRIPTION -- Q-ADD DIA T PIPE PT REFERENCE LOSS/FT E FITTS PE Q-TOTAL C-FACT LT TOTAL PF ---------------------------------------------- PV PE PO NOTES ------------------------- OUTLET 4 16.64 1.049 0 6.5 12.31 K= 5.60 .093 0 0 .00 -3.47 PIPE 4 16.64 120 0 6.5 .60 8.83 --------------------------------------------------------------------------- REF 303 12.91 e HAMPTON INN--POOL AREA (1ST FL.) .10/1500 --- ROUTE NQ. 5 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE ------------ Q-TOTAL ------- C-FACT --------- LT ---- TOTAL -------- PF --------- PO NOTES -------------------------- OUTLET 5 15.12 1.049 0 10.8 12.31 K= 5.60 .078 0 0 .00 -5.03 PIPE 5 ---- 15.12 120 0 10.8 .83 ------- 7.29 -------------------------- ---- ---- REF 304 ------- --------- ---- -------- -- 13.14 e HAMPTON INN--POOL AREA (1ST FL.) .10/1500 --- ROUTE NO. 6 DESCRIPTION --- Q-AD? DIA T PIPE PT, PV REFERENCE LOSS/FT E FITTS PE PE ------ - Q-TOTAL C-FACT LT TOTAL PF ---- PO NOTES -------------------------- -- - -- OUTLET 9 ------- 18.15 --------- 1.049 ---- 0 -------- 12.5 ----- 15.53 K= 5.60 .109 0 0 .00 -5.03 PIPE 9 ----- 18.15 120 0 12.5 1.36 - - 10.50 -------------------------- -- ----- REF 305 ------- -------- ----- -------- ----- - - 16.89 e HAMPTON INN--POOL AREA (1ST FL.) .10/1500 --- ROUTE NO. 7 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERE NCE LOSS/FT E FITTS PE PE ------ ------ Q-TOTAL ------- C-FACT - LT TOTAL PF PO NOTES OUTLET 11 16.18 -------- 1.049 ---- 0 -------- 12.0 --------- 11.82 -------------------------- K= 5.60 .088 0 0 .00 -3.47 PIPE ------ 11 ------ 16.18 ------- 120 - 0 12.0 1.06 8.35 OUTLET 12 17.19 -------- 1.049 ---- 0 -------- 7.0 --------- 12.88 -------------------------- K= 5.60 .335 0 0 .00 -3.47 PIPE ------ 12 ------ 33.35 ---- 120 0 7.0 2.35 9.40 REF 306 --- .00 --------- 1.610 ---- 0 -------- 32.0 --------- 15.22 -------------------------- .042 0 0 .00 PIPE ------ 22 ------ 33.35 ------- 120 -- 0 32.0 1.33 OUTLET 13 20.26 ------- 1.610 ---- 0 -------- 2.0 --------- 16.55 -------------------------- K= 5.60 .100 0 0 .00 -3.47 PIPE ------ 13 ------ 53.61 ------- 120 - 0 2.0 .20 13.08 REF 307 18.05 -------- 2.067 ---- 0 - ------- 2.0 --------- 16.75 -------------------------- .051 0 0 .00 PIPE ------ 23 -- 71.66 120 0 2.0 .10 OUTLET ---- 15 ------- 20.49 --------- 2.067 ---- 0 -------- 10.0 --------- 16.86 -------------------------- K= 5.60 .081 0 0 .00 -3.47 PIPE ------ 15 ------ 92.14 120 0 10.0 .81 - 13.38 REF 308 ------- 18.74 --------- 2.469 ---- 0 -------- 14.2 ------ -- 17.66 -------------------------- .048 0 0 .00 PIPE ------ 24 - 110.88 120 0 14.2 .68 REF ----- 901 ------- --------- ---- -------- --------- 18.34 -------------------------- . . HAMPTON INN--POOL AREA (15T FL.) .10/1500 --- ROUTE NO. 8 DESCRIPTION --- Q-ADD DIA T PIPE PT, PV LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 14 18.05 1.049 0 12.5 15.41 K= 5.60 .108 0 0 .00 -5,03 PIPE 14 18.05 120 0 12.5 1.34 10.38 --------------------------------------------------------------------------- REF 307 16.76 ? , HAMPTON INN--POOL AREA (1ST FL.) .10/1500 --- ROUTE NO. 9 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERE NCE LOSS/FT E FITTS PE PE ------ ------ Q-TOTAL - C-FACT LT TOTAL PF PO OUTLET 16 ------ 18.74 -------- 1.049 ----- 0 -------- 12.5 --------- 16.22 -------- K= 5.60 .115 0 0 .00 -5.03 PIPE ---- 16 - 18.74 120 0 12.5 1.44 11.20 -- REF --- -- 308 ------- -------- ----- -------- --------- 17.66 -------- NOTES r HAMPTON INN--4TH FLOOR CORRIDOR (7 SPKRS.) .10/506 SQ.FT. --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) 7 5.450 7.391 14.82 24.67 2 5.450 7.423 14.85 24.67 3 5.450 7.536 14.96 24.67 4 5.450 7.776 15.20 24.67 5 5.450 8.189 15.60 24.67 6 5.450 8.823 16.19 24.67 7 5.450 9.732 17.00 24.67 HAMPTON INN--4TH FLOOR CORRIDOR (7 SPKRS.) .10/506 SQ.FT --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 2.757 74.00 14.82 120 .0022 .037 1.3 2 2.157 14.00 29.67 120 .0081 .113 2.6 3 2.157 14.00 44.63 120 .0172 .240 3.9 4 2.157 14.00 59.82 120 .0295 .413 5.3 5 2.157 14.00 75.42 120 .0453 .634 6.6 6 2.157 14.00 91.61 120 .0649 .909 8.0 7 2.157 113.50 108.61 120 .0890 10.096 9.5 8 2.157 39.00 108.61 120 .0890 3.469 9.5 9 2.067 36.25 108.61 120 .1095 3.968 10.4 10 2.157 58.17 108.61 120 .0890 5.174 9.5 11 4.260 97.50 108.61 120 .0032 .315 2.4 12 6.065 38.67 108.61 120 10006 .022 1.2 13 6.065 44.41 108.61 120 .0006 .026 1.2 14 8.110 111.25 108.61 140 .0001 .012 .7 15 8.110 68.00 208.61 140 .0004 .024 1.3 "WATER 5.6" dist. by Fire Sprinkler Consultants (913)281-1264 , Licensee - ARROW SPRINKLER, INC. - Minneapolis, Minnesota HAMPTON INN--4TH FLOOR CORRIDOR (7 SPKRS.) .10/506 SQ.FT. --- ROUTE NO. 1 DESCRIPTION Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT - - LT --- TOTAL -------- PF --------- PO NOTES -------------------------- ------ OUTLET ------ 1 ------- 14.82 - - ----- 2.157 - 0 14.0 18.10 K= 5.45 .002 0 0 .00 -10.71 PIPE -- 1 - 14.82 - ---- 120 --------- 0 ---- 74.0 -------- .03 --------- 7.39 -------------------------- - --- OUTLET - ---- 2 - - 14.85 2.157 0 14.0 18.13 K= 5.45 .008 0 0 .00 -10.71 PIPE 2 29.67 120 - 0 14.0 ------ - .17 --------- 7.42 -------------------------- ------ OUTLET ------ 3 ------- 14.96 -- ------ 2.157 ---- 0 - 14.0 18.24 K= 5.45 .017 0 0 .00 -10.71 PIPE 3 44.63 120 0 ---- 14.0 -------- .24 --------- 7.54 -------------------------- ------ OUTLET ----- 4 -------- 15.20 --------- 2.157 0 . 14.0 18.48 K= 5.45 .030 0 0 .00 -10.71 PIPE 4 59.82 120 --- 0 74.0 -------- .41 --------- 7.78 -------------------------- ------ OUTLET ----- 5 -------- 15.60 ------ 2.157 ---- 0 14.0 18.90 K= 5.45 .045 0 0 .00 -70.71 PIPE 5 75.42 -- -- 120 --- 0 --- 14.0 -------- .63 --------- 8.79 -------------------------- ------ OUTLET ----- 6 --- - 16.19 ------ 2.157 - 0 14.0 19.53 K= 5.45 .065 0 0 .00 -10.71 PIPE 6 91.61 120 0 14.0 ------- .91 --------- 8•82 -------------------------- ------ OUTLET ----- 7 -------- 17.00 --------- 2.157 ---- 0 - 113.5 20.44 K= 5.45 .089 0 0 .00 -10.71 PIPE 7 108.61 120 - 0 ---- 113.5 -------- 10.10 -------- 9.73 --------------------------- ------ REF ----- 901 -------- .00 -------- 2.157 0 39.0 30.54 PIPE REF PIPE .089 0 0 .00 8 108.61 120 0 39.0 3.47 902 .00 2.067 0 36.3 . 34.00 .109 0 0 .00 708.61 120 0 - 36.3 ------- 3.97 ------------------------- -------- .00 -------- 2.157 ---- 0 58.2 37.97 .089 0 0 .00 108.61 -------- 120 -------- 0 ----- 58.2 ------- 5.17 ------------------------- 9 REF 903 PIPE 10 Q-ADD DIA T PIPE PT REFER ENCE LOSS/FT E FITTS PE ----- ------ Q-TOTAL -------- C-FACT --------- LT ---- TOTAL -------- PF -------- REF 904 .00 4.260 0 97.5 43.15 .003 0 0 .00 PIPE --- 11 - -- 108.61 - - 120 -- ----- 0 - -- 97.5 -------- .32 -------- -- REF - -- 905 ----- - .00 -- 6.065 - 0 38.7 43.46 .001 0 0 .00 PIPE 72 108.61 120 0 38.7 .02 -------- ----- REF ------ 906 -------- .00 --------- 6.065 ---- 0 -------- 44.4 43.49 .001 0 0 .00 PIPE - 13 --- 108.61 -- 120 - 0 --- 44.4 ----- .03 -------- ---- REF --- 907 -- ---- .00 -- ------ 8.110 - 0 --- 111.3 43.51 .000 0 0 .00 PIPE 74 108.61 140 0 111.3 --- .01 -------- ----- REF ------ 908 -------- 100.00 --------- 8.710 ---- 0 ----- 68.0 43.52 .000 0 0 .00 PIPE 15 208.61 140 0 . 68.0 --- .02 -------- ----- ------ -------- --------- ---- ----- 43.55 PV PE PO NOTES Supply ? ARROW BPRINKLERs Um FIRE PROTECTION SVSTEMS ? 1621 93RD LANE, N.E. MINNEAPOL13, MN 66134 (812) 780'2600 HYDBAULIC DESIGN INFORMATION SHEET NarE L?a,rraroN Z-uA) nnTe S-!1 ?f/ LOCATION n4ee, l4/b BllILDING emc. 71 SYSTEM N0. / Lo'oriaat roVc= CONTRACTOR Xp"o S'yRiA/KLSX?=I./e CONTRACT NO CALCULATED BY ^ ?,ue DRAWING NO -iD CONSTRUCTION: COMBUSTISLE NON-COMBUSTISLE CEILING HEIGHT 8 12 FT. OCCUPANCY l,/A,y_r &¢4-AD z c? N w a N m ?Q NFPA 13; LT. HAZ. ORD.HAZ. GP. [] 1 I? 2 C? 3 I? EX. HAZ. NFPA 231 LJ NFPA 231C: FIGU&E •CURVE [] OTHER (SPECIFY) [] SPECIFIC RULING MADE BY DATE DENSITY ./ O nREA PER SPRINKLER /a O HOSE ALLOWANCE GPM: INSIDE -= HOSE ALLOWANCE GPM: OUTSIDE 1490 RACK SPRINKLER ALLOWANCE -? WET II DRY-77 DELUGE H PRE-ACTION SPRINKLER OR NOZ2LE 40 fia'wWt?, MpKg (3mraky MODEL,pay,l,c F<<lsef SIZE p K-FACTOR +,r,6 TEMPERATU tE &1TING / 36° CALCULATION I GPM REQUIRED P $'0, p S PSI REQUIRED 47', O/ AT BASE OF RISER SUNb1A1tY "C" FACTOR USED: OVERHEAD r?D UNDERGROUND /?U a ?a H W ? ? 1 w N 0 0 WATER FLOW TEST DATE & TIME 7- 2- STATIC PSI RESIDUAL PSI ? GPM FLOWING EL'EVATION - SOURCE COtAtODITY STORAGE H STORAGE M PUMP DATA RATED CAPACITY AT PSI T ELEVATION TANK OR RESERVOIR CAPACITY ELEVATiON _ PROOF FLOW GPM CLASS LOCATION AREA AISLE WIDTH PALLETIZED % RACK ---'- C] SINGLE &OW L? CONVENTIONAL PALLET L? AUTOMATIC STORAGE L? ENCAPSULATED [] DOUSLE ROW SLAVE PALLET L? SOLID SHELVING L? NON- [] MULTIPLE ROW [) OPEN ENCAPSULATED t5 FLUE SPACING IN INCFiES a LONGITUDINAL TRANSVEBSE IN. {ovc AgcA ( marnOrm) ? - i i . ARROW SPRINKLER, inc. ' 1521 93rd Lane N.E. • MINNEAPOLIS,MINN.564J4 16121780-2800 LCtJLATED FOR 115. AT ° . FT. PER A.S. ' pAre: lao ddgoa "Ie uvt Aoe l Ave - ,.? e+ ? '?- -eS ?-r tt ,? to A?AO, f 5 e, ]I T So 75 70 65 G AT ? /S60N? 55 50 45 , 40 To - 3 'h ? PH? ?4Z ?PS . - ? 25 20 t B !?S = P4• 56?0 . ?T 15 .0/ P 5. • 10 5 , 0 ? a N a W ? D 6p ( sr. o s w ?}? eoo aoo ? ? „ro a oc s4oo zmo aooo scr?? c.i- ?--- - -- c# n% Af ir o FR U(;,1}T NA2ARD O[fuPRUGY µyORlauuCAuq LA1.luI-nTeD AREA L I?IGlooR Potll ROnN CkLC, TO PROVIAF A M iN IMUN OF.IODEu517YDVER ISbo54.Fi• ULl SPKRS. w_cnLe. AaeM _ _ - - ---? 71 (?c) 12 ?7? ? ? I Mli ??x >?, , (3? M iZ 1 Q?7? r? ? ? ol yL m??a ? ?3 O \ ? J; I ?I I ? N ri t IS N I MIb d ?y d' I .'J1? = 90y"?l_N Ji ? N o I P I N V (io) ? s L 2 2 ZZ o ?a ? I . ?pO A loQ a9 OY8 I ( aon : ISPKR, coVEKAae Llji SO.R• FOR S?DiW?n?S? i5 LdSS THA?I 149..25Q.Ft PeR NEAO WN\LN 1S fAITI•9+".S,T MIN, bISGNkRGe PcQ HcAD EXCEP'f 11tkD o11 12a 161 SB.Ft 1c,10 R:NSiP1= IL.2 SPN . M IN, FL 0 W Q, ELtV, Of SPKRS.= 8.0 FEEf EXEEPT tFt`kD*l13,S, 9. Is d I I. = 11. 58 Fe erT 3. WEr PiPE SY%TtN C-120 FOR 5C11.40 S1rel TIPE E7kCpPf2 2 THRJ L"PlP6 s SGO.10 LIbHTWAuPIDc RHD C=140 FJR 8' Lc:Meltr LIN'eD UND£CAR.dUND TuraL roeMAiub aT ctry MAiu tUITH 100 GPM DJMiDGNJiE A1i0WANtr-384•25GPN h'f 4h•IS P•ST- Ib??Ck" WAC IIJ LDa EoRk n V a L 9py?,?-ADD 100 C,,P.M .toR OU151DE h?OSEAUeWKUCti 3 ^' va3 > a? ? 3 N oy SJ 2 ( ? ?,. ? R ?6 I-+- 4k 2$ \ 402 ? 7 'FboL AR6A SPta?u?c?e[z OtM?ND ? trT SRSE OF eksrrt- 284,25 a PH A'T 411, D I P.S.T. HaMpTvN TNN 1;F FLoDft - PO 0 L ARE.A HYDRAULlC CALCUUaTLONS PIPlNC-, DIAGRAM ? , . ? ? ARROW 8PRINKLER, Inc. 4T1?' pLenQ c?oR.?aba FIRE PROTECTION SYSTEMS 7821 93RD LANE, N.E. MINNEAPOLIS, MN 55434 HYDRAULIC DESIGN INFORMATION SHEET DATE BUILD OCCUPANCY z ? N ? w a rlo H NO JM NFPA 13; X LT. HAZ. ORD.HAZ. GP. H 111 2 H 3 I? EX. HAZ• [] NFPA 231 [] NFPA 231C: FIGURE CURVE [] OTkIER (SPECIFY) [] SPECIFIC RULING MADE BY DATE DENSITY nREA PER SPRINKLER 7y, o? HOSE ALLOWANCE GPM: INSIDE I MA HOSE ALLOWANCE GPM: OUTSIDE ipd SI RACK SPRINKLER ALLOWANCE TE 0 (e12) Teo-2e00 69 -<T. PRE-ACTION CALCULATION GPM REQUIRED /p$, b/ PSI REQUIRED 43,61 AT BASE OF RISER SUNMARY I'C" FACTOR USED: OVERHEAD /;20 UNDERGROUND /j?O WATER FLOW TEST PUMP DATA ° TANK OR RESERVOIR DATE S TIME "r -a-gs RATED CAPACITY CAPACITY STATIC PSI AT PSI 6LEVATION ?+ RESIDUAL PSI 50 ELEVATION a GPM FLOWING a 4/S WELL ? EI:EVATION - PROOF FLOW GPM a LOCATION L??y/?+? ApTS Lou? GaK ROae MeAiSS Firodl vie ? SOURCE OF INFORMATION e?yc? OF E.46Aot) .a-ler,J y"?sf VA-rA COMMODITY CLASS LOCATION STORAGE HEIGBT AREA AISLE WIDTH --- STORAGE METFiOD: SOLID PILED ti % PALLETIZED RACK ? [] SINGLE ROW [] CONVENTIONAL PALLES I) AUTOMATIC STORAGE L? ENCAPSULATED w? [] DOUBLE ROW [] SLAVE PALLET [] SOLID SHELVING [] NON- ? L? MULTIPLE ROW [] OPEN ENCAPSULATED FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING o ? LONGITUDINAL TRANSVERSE FT• IN• o HCIltIZONTAL BARRIERS PROVIDED ? .. i i .. Alr? F?voR'CeRRfDOQ ARROW SPRINKLER, Int. 1521 93rd Lane N.E. MINNEAPDLIS,MMN.55434 012)780-28pp oaTE: S-tl `4 4 Lr-ULPk N07E: VLLY rvn +u. n1 w. 11. 1?1 _ IDV GPk ?oR T'4soG- lAxe 120 11 110 Ro- ,X tir eav 105 1100 oa ?- 95 gp 1 . O A S= TA Ti t iZesi t GIk t1J4 85 80 75 To ? ? A viow . 5( t 45 . 30 . 25 20 B R Q= ( 7 &bF 15 10 E L 5 ? - + ?.- d+n ? .I?IIf! ' / Mtl 'lDOp?i wn om taoo i5oo t eOD 2100 2400 2 700 9000 SCALF C N a W ? ? ? W n .? --- --- --- ---- --- -+di-?.?MlD???i9fY?-?GiCfi--81G1G r. a. ? I 'eir4 unnf,) TOTRL -DcMANDT6:Ll'b,ATCITI-"A 11R IN = 208.?,1 cPM. h7 q9,s4 P•S,? 1 ? ?\A'VD? 08 pi 1, ADD 10 D?PN bUTS1Oi: ,y, ¢ g ?3a AoSe A110WkNCE 2 'p V -&a uT_rt FL C µ?DFltrJ T To ? a N ?. 2 °W3 1 `?4W N 00 ff 4,ar? S g SPf34t<t.EK'De-MkNb kT EASc ? 6. V 0'FRtSER - In4.?1 GGN hT 43 . SI P, S,I . ? ? ?-V Z ?I}L- - Y Y,v?1 ? 7 LRDSSMAIN . ? ! 7Ylo ? 1FS..p *A,_,- "3 ' ?L I ?. 5.1'I?CI4-il=72,3°uJQ.i-C t??Y.HrJ*D F}yDKAUUCPU4 CAICULA7eD ?.;IOUc?15?TY? 7.t4GPM^-USE hR"tA !'1?SPKet,cln,e.iNCaRR1?OR ??•g2 GPN AT MIFI, 9.0 TD'P&OVIOC 14 MIN, OF .1P D'cU5 ITY - o11E,lt SOL SGi,Ft) Z, uSE %a'OtFLLE SPKRS WI ?t'5•b Ai1D 45E - K° 5.4J,; FoR SPKR. AT MAiH 3. U5E StN, 40 PiPE EXCER" Sc*. to LtGut- -WNnu !?j-Pr rtoR t??w I ?WR o * a np_ l-1 AM?ON IN N 4, EIEVkTLON OF SPKRS =24.L7 Fe-cT -4rn FLOOR ^ CaRSZ11)oR CkLC, HYoRkUL1G CAIGU?;?On15 --Pt Pi NG Dt ac,aAfA