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6170 INNOVATION WAY; BLDG O; AS070156; Permit
1/30/23, 4:53 PM AS070156 Permit Data about:blank 1/1 City of Carlsbad Sprinkler Permit Permit No:AS070156 Job Address:6170 INNOVATION WY Status:ISSUED Permit Type:SPRINK Applied 6/7/2007 Parcel No:2132621000 Approved:6/7/2007 Lot #:0 Reference No.:Issued:6/7/2007 PC #:Inspector: Project Title:TOWERS @ BRESSI, BLDG. O THREE FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant:Owner: INDUSTRIAL FIRE SPRINKLER CO., 3845 IMPERIAL AV SAN DIEGO CA 619-266-6030 ---------- PALOMAR AIRPORT ROAD LLC 9171 TOWNE CENTRE DR #460 SAN DIEGO CA ---------- Fees ($)Add'l Fees ($)Total ($)Balance ($) 186 0 186 0 05-10-07 10:00am From-Industrial Fire Spr inkler 619 266 6035 T-026 P.001/001 F-514 1/-5()70/S-~ CARLSBAD FIRE PREVENTION DIVISION Permit Application Form A. Check or fill in pertinent information for type of permit you arc submitting. AS -Automatic Sprinklers (Qeck off type of plsms being submJtte4) X New System-How many€9eveJs? _.lis,even) __ Tenant Improvement __ ~idential -How many systems and/or buildings? __ __ Underground for approval / __ Undel'ground included for reference only Total Fees / '&' b-t9 G FA-F=.iann . . . ~ /iv~~ 25 Devices or less__ ~ - Over 26 devices __ # of devices __ ·MonitoringSys~ __ TotalFees __ _ PS-Fixed System.1 (Clrck OM) Hood & Due~ SpeciaJ Chemical Agent Suppres.qon Sysrem., Standpipe, Spray.Booth Total Fees·., --- Repeated Inspection fee is $73.00. , r·- B~ NameofProjectlY)e lol1}e{:5 at ,Bressi B(Anch lf?tan Cdc;.) C. Ad~ofjobsi~!~WltwlJlo)blW, ~4\lel~ ~17G?Suite# -ro 81.o IN wJtfioN W.AY Buildjpg Permit# CB o,b-:?#!fl) ~%{)"3> °B~4, ~1~0~ J3(p{;8 /1. J 1 ·--/4,/4 t:J/3063~0'J D. Contractorlnformatiol\ ~/70 ~~ ~-~-" 0 Ngnne lndldfi'r,_al Plre Sprinkler: C:o~lnc.. /C/·Tcr Address -2fl46 Imperial Ave.. city~Stat.e,zip Sao Diego CA 12.lls P'MnelizJ1-/Jh{p-/,d)30 FAX %fp-hO;:fS · · Kind of-License and Number C.-Jb · · GS€? CJB4-~ ,:;;711,, 7 Do you com:nlfy have a business license on lilewilh the Cit)_' of Carlsbad'/ fr) or No ,✓, ~ /~ -· -(YltrJJ t-,c.-::fl' /c}.O?t;;.T ~ Y1~1o<t . s;g..w.., f ,~ ~ 6-:: IO-Q7 Please ~mate at least l~~lan revlew.cauuneats twdlor approval Wewm contact yo11 by ~hone whea the pla.us are approved/disapproved. 'ibank you! l P/trtJ6 de/illered fD Par6/ej Consulfirq-nr- ___ . Pecmlt AnnJicatfnn F'llt'm doc ____ ---~ ___ ,,,. __ ,.,lflflf\nL£...i' __ _ Job Name Building Location System Contract Data File CARLS ... Fire Protection by Computer Design INDUSTRIAL FIRE SPRINKLER CO. 3845 IMPERIAL AVE . SAN DIEGO, CA 92113 619-266-6030 : TOWERS AT BRESSI : BUILDING 0 : 6170 INNOVATION WAY : REMOTE AREA 1 : Towers-O1.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUBMITTED ~RTMENT . INDUSTRIAL FIRE SPRINKLER CO. · TOWERS AT BRESSI Hydraulic Design Information Sheet Date -5/2 /07 Page Date Name -TOWERS AT BRESSI Location -6170 INNOVATION WAY Building -BUILDING 0 Contractor -INDUSTRIAL FIRE SPRINKELR CO . Calculated By -M.G . System No . -REMOTE AREAl Contract No . - Construction: (X) Combustible ( ) Non-Combustible Occupancy -EXTRA Drawing No. -FP-6 Ceiling Height -VARIES s y s T E M D E s I G N (X) NFPA 13 ( ) NFPA 231 Other Lt. Haz. Ord.Haz .Gp . () 1 () 2 () 3 (X) Ex.Haz. NFPA 231C ( ) Figure Curve Specific Ruling Area of Sprinkler Operation -3000 Density -.45 Area Per Sprinkler -90 Elevation at Highest Outlet -28'-9" Hose Allowance -Inside Rack Sprinkler Allowance Hose Allowance -Outside -500 Note Made By System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Date Sprinkler/Nozzle Make RELIABLE Model G VELO Size 3/4" K-Factor 14 .0 Temp.Rat.286 Calculation Flow Required -Press Required - Summary C-Factor Used: 120 Overhead 150 Underground w A T E R s u p p L y C 0 M M s R T A 0 C R K A G E Water Flow Test: Date of Test Time of Test -1/31/07 Static Press -75 Residual Press -74 Flow -1780 Elevation -385.0 Pump Data: Rated Cap .- @ Press Elev. Tank or Reservoir : Cap. - Elev.- Well Proof Flow Location -GATEWAY RD & INNOVATION WAY Source of Information -PERFORMED BY I .F.S ., WITNESSED BY CARLSBAD WATER DIST Commodity Storage Ht. Storage Method: Single Row Double Row Mult. Row Flue Spacing Longitudinal Class Location Area Aisle W. Solid Piled % Palletized % Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Rack Encap. Non Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 5/2/07 Water Supply Curve (C) INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI City Water SupP-ly: C1 -Static Pressure . 75 C2 -Residual Pressure: 7 4 C2 -Residual Flow 1780 150 140 130 p 120 R 110 E 100 s 90 S 80 vi U 70 R60 E 50 40 30 20 ( .............. 10 D1 300 600 900 1200 Page 2 Date 5/2/07 Demand: 1:2 UJ 1500 1800 2100 2400 FLOW ( N " 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 D1 -Elevation D2 -System Flow D2 -S(stem Pressure Hose Adj City ) Hose Demand ) D3 -System Demand Safety Margin 2700 15.808 1716.6 59.279 . 500 : 2216.6 : 14.220 Fittings Used Summary INDUSTRIAL FIRE SPRINKLER CO. Page 3 TOWERS AT BRESSI Date 5/2/07 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Summary -STANDARD . INDUSTRIAL FIRE SPRINKLER CO. Page 4 ·TOWERS AT BRESSI Date 5/2/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 58 28.75 14 9.54 na 43.23 0.45 90 7.0 55 28.33 14 10.02 na 44.32 0.45 90 7.0 56 28.33 14 10.09 na 44.46 0.45 90 7.0 57 28.33 14 10.32 na 44.97 0.45 90 7.0 50 28.08 14 10.22 na 44.76 0.45 90 7.0 52 28.08 14 10.29 na 44.9 0.45 90 7.0 53 28.08 14 10.52 na 45.41 0.45 90 7.0 47 27.875 14 10.5 na 45.36 0.45 90 7.0 48 27.875 14 10.56 na 45.5 0.45 90 7.0 49 27.875 14 10.8 na 46.01 0.45 90 7.0 46 27.67 14 15.01 na 54.23 0.45 90 7.0 43 28.5 14 9.92 na 44.1 0.45 90 7.0 44 28.5 14 9.98 na 44.23 0.45 90 7.0 45 28.5 14 10.21 na 44.74 0.45 90 7.0 37 28.75 14 8.49 na 40.8 0.45 90 7.0 38 28.75 11.17 na 39 28.75 12.51 na 40 28.75 15.96 na 41 24.0 19.02 na 226 24.0 19.04 na 42 24.0 19.11 na 31 28.33 14 8.46 na 40.71 0.45 90 7.0 32 28.33 14 8.51 na 40.84 0.45 90 7.0 33 28.33 14 8.71 na 41.31 0.45 90 7.0 34 28.33 14 9.05 na 42.13 0.45 90 7.0 35 28.33 14 9.45 na 43 .05 0.45 90 7.0 36 28.33 11 .46 na 24 28.08 14 8.63 na 41 .12 0.45 90 7.0 26 28.08 14 8.68 na 41 .25 0.45 90 7.0 27 28.08 14 8.88 na 41 .72 0.45 90 7.0 28 28.08 14 9.24 na 42.55 0.45 90 7.0 29 28.08 14 9.64 na 43.48 0.45 90 7.0 30 28.08 11 .69 na 18 27.875 14 8.86 na 41.67 0.45 90 7.0 19 27.875 14 8.91 na 41 .8 0.45 90 7.0 20 27.875 14 9.12 na 42.28 0.45 90 7.0 21 27.875 14 9.48 na 43.11 0.45 90 7.0 22 27.875 14 9.9 na 44.05 0.45 90 7.0 23 27.875 12.0 na 13 27.67 14 12.69 na 49.88 0.45 90 7.0 14 27.67 14 12.77 na 50.03 0.45 90 7.0 15 27.67 14 13.01 na 50.5 0.45 90 7.0 16 27.67 14 13.35 na 51 .15 0.45 90 7.0 17 27.67 15.24 na 1 28.5 14 8.37 na 40.5 0.45 90 7.0 2 28.5 14 8.42 na 40.63 0.45 90 7.0 3 28.5 14 8.62 na 41 .1 0.45 90 7.0 4 28.5 14 8.96 na 41 .91 0.45 90 7.0 5 28.5 14 9.36 na 42.83 0.45 90 7.0 6 28.5 11.35 na 7 24.0 19.11 na 8 24.0 19.16 na 9 24.0 19.31 na 10 24.0 19.62 na 11 24.0 20.13 na 12 24.0 21 .53 na TRO 24.0 24.67 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary -Standard . INDUSTRIAL FIRE SPRINKLER CO. Page 5 ·TOWERS AT BRESSI Date 5/2/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. BRO 1.0 36.48 na 01 -4.0 39.19 na 02 -4.0 45.14 na 03 -4.0 51 .68 na A -4.0 56.45 na B -4.0 56.44 na C -4.0 56.44 na D -4.0 57.13 na E -4.0 57.41 na TEST -8.0 59.28 na M -4.0 55 .48 na N -4.0 55 .75 na Q -4.0 56.94 na R -4.0 57.22 na F -4.0 55.1 na G -4.0 53.49 na H -4.0 53.43 na j -4.0 53.06 na 500.0 K -4.0 53.61 na L -4.0 53.93 na p -4.0 55.67 na The maximum velocity is 20.58 and it occurs in the pipe between nodes 23 and 1 O Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams . INDUSTRIAL FIRE SPRINKLER CO. ·TOWERS AT BRESSI Hyd. Ref. Point 58 to 39 55 to 56 56 to 57 57 to 36 50 to 52 52 to 53 53 to 30 47 to 48 48 to 49 49 to 23 46 to 17 Qa Qt 43.23 43.23 0.0 43.23 44.32 44.32 44.46 88.78 44.97 133.75 0.0 133.75 44.76 44.76 44.90 89.66 45.41 135.07 0.0 135.07 45.36 45.36 45.49 90.85 46.02 136.87 0.0 136.87 54.23 54.23 Dia. "C" Pf/Ft 1.049 120 0.5416 2.635 120 0.0064 2.635 120 0.0231 2.635 120 0.0493 2.635 120 0.0065 2.635 120 0.0235 2.635 120 0.0502 2.635 120 0.0067 2.635 120 0.0241 2.635 120 0.0515 2.635 120 0.0093 Fitting or Eqv. Ln . 1T 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 16.474 0.0 0.0 Pipe Ftng's Total 0.500 5.000 5.500 9.700 0.0 9.700 10.000 0.0 10.000 6.750 16.474 23.224 9.700 0.0 9.700 10.000 0.0 10.000 6.750 16.474 23.224 9.700 0.0 9.700 10.000 0.0 10.000 6.750 16.474 23.224 8.750 16.474 25.224 Pt Pe Pf 9.535 0.0 2.979 12.514 10.024 0.0 0.062 10.086 0.0 0.231 10.317 0.0 1.145 11.462 10.223 0.0 0.063 10.286 0.0 0.235 10.521 0.0 1.167 11.688 10.496 0.0 0.065 10.561 0.0 0.241 10.802 0.0 1.195 11 .997 15.006 0.0 0.234 Pt Pv Pn Page 6 Date 5/2/07 ******* Notes ****** K Factor= 14.00 Vel = 16.05 K Factor= 12.22 K Factor= 14.00 Vel = 2.61 K Factor= 14.00 Vel = 5.22 K Factor= 14.00 Vel = 7.87 K Factor= 39.51 K Factor= 14.00 Vel = 2.63 K Factor= 14.00 Vel = 5.28 K Factor= 14.00 Vel = 7.95 K Factor= 39.51 K Factor= 14.00 Vel = 2.67 K Factor= 14.00 Vel = 5.35 K Factor= 14.00 Vel = 8.05 K Factor= 39.52 K Factor= 14.00 Vel = 3.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calcu lations -Standard . INDUSTRIAL FIRE SPRINKLER CO. ·TOWERS AT BRESSI Hyd. Ref. Point 43 to 44 44 to 45 45 to 6 37 to 38 38 to 39 39 to 40 40 to 41 41 to 226 226 to 42 42 to 7 31 to 32 32 to 33 Qa Qt 0.0 54.23 44.10 44.1 44.23 88.33 44.73 133.06 0.0 133.06 40.80 40.8 0.0 40.8 43.23 84.03 0.0 84.03 0.0 84.03 0.0 84.03 0.0 84.03 0.0 84.03 40.71 40.71 40.84 81 .55 Dia. "C" Pf/Ft 2.635 120 0.0063 2.635 120 0.0229 2.635 120 0.0489 1.049 120 0.4865 1.38 120 0.1280 1.61 120 0.2299 2.067 120 0.0681 4.26 120 0.0020 4.26 120 0.0020 6.357 120 0.0004 2.635 120 0.0055 2.635 120 0.0198 Fitting or Eqv. Ln . 0.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 5.0 0.0 0.0 0.0 0.0 0.0 1T 8.0 0.0 0.0 1T 10.0 0.0 0.0 0.0 0.0 0.0 2E 26.334 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pipe Ftng's Total 9.700 0.0 9.700 10.000 0.0 10.000 6.750 16.474 23.224 0.500 5.000 5.500 10.500 0.0 10.500 7.000 8.000 15.000 4.750 10.000 14.750 5.500 0.0 5.500 9.000 26.334 35.334 2.540 0.0 2.540 9.700 0.0 9.700 10.000 0.0 10.000 Pt Pe Pf 15.240 9.921 0.0 0.061 9.982 0.0 0.229 10.211 0.0 1.135 11.346 8.494 0.0 2.676 11 .170 0.0 1.344 12.514 0.0 3.449 15.963 2.057 1.005 19.025 0.0 0.011 19.036 0.0 0.071 19.107 0.0 0.001 19.108 8.456 0.0 0.053 8.509 0.0 0.198 Pt Pv Pn Page 7 Date 5/2/07 ******* Notes ****** K Factor= 13.89 K Factor= 14.00 Vel = 2.59 K Factor= 14.00 Vel = 5.20 K Factor= 14.00 Vel = 7.83 K Factor= 39.50 K Factor= 14.00 Vel = 15.15 Vel = 8.75 Vel = 13.24 Vel = 8.03 Vel = 1.89 Vel = 1.89 Vel = 0.85 K Factor= 19.22 K Factor= 14.00 Vel = 2.40 K Factor= 14.00 Vel = 4.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. ·TOWERS AT BRESSI Hyd. Ref. Point 33 to 34 34 to 35 35 to 36 36 to 8 24 to 26 26 to 27 27 to 28 28 to 29 29 to 30 30 to 9 18 to 19 19 to 20 20 to 21 Qa Qt 41.31 122.86 42.13 164.99 43.05 208.04 133.75 341 .79 0.0 341 .79 41 .12 41 .12 41 .25 82.37 41.72 124.09 42.55 166.64 43.47 210.11 135.08 345.19 0.0 345.19 41.67 41 .67 41 .80 83.47 42.28 125.75 Dia. "C" Pf/Ft 2.635 120 0.0422 2.635 120 0.0727 2.635 120 0.1117 2.635 120 0.2799 2.635 120 0.0056 2.635 120 0.0202 2.635 120 0.0429 2.635 120 0.0740 2.635 120 0.1138 2.635 120 0.2850 2.635 120 0.0057 2.635 120 0.0206 2.635 120 0.0440 Fitting or Eqv. Ln . 0.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 16.474 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 16.474 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pipe Ftng's Total 8.250 0.0 8.250 5.500 0.0 5.500 1.500 16.474 17.974 4.330 16.474 20.804 9.700 0.0 9.700 10.000 0.0 10.000 8.250 0.0 8.250 5.500 0.0 5.500 1.500 16.474 17.974 4.080 16.474 20.554 9.700 0.0 9.700 10.000 0.0 10.000 8.250 0.0 8.250 Pt Pe Pf 8.707 0.0 0.348 9.055 0.0 0.400 9.455 0.0 2.007 11.462 1.875 5.822 19.159 8.626 0.0 0.054 8.680 0.0 0.202 8.882 0.0 0.354 9.236 0.0 0.407 9.643 0.0 2.045 11 .688 1.767 5.858 19.313 8.860 0.0 0.055 8.915 0.0 0.206 9.121 0.0 0.363 Pt Pv Pn Page 8 Date 5/2/07 ******* Notes ****** K Factor= 14.00 Vel = 7.23 K Factor= 14.00 Vel = 9.71 K Factor= 14.00 Vel = 12.24 Vel = 20.11 K Factor= 78.09 K Factor= 14.00 Vel = 2.42 K Factor= 14.00 Vel = 4.85 K Factor= 14.00 Vel = 7.30 K Factor= 14.00 Vel = 9.80 K Factor= 14.00 Vel = 12.36 Vel = 20.31 K Factor= 78.55 K Factor= 14.00 Vel = 2.45 K Factor= 14.00 Vel = 4.91 K Factor= 14.00 Vel = 7.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. ·TOWERS AT BRESSI Hyd. Ref. Point 21 to 22 22 to 23 23 to 10 13 to 14 14 to 15 15 to 16 16 to 17 17 to 11 1 to 2 2 to 3 3 to 4 4 to 5 5 to 6 Qa Qt 43 .12 168.87 44.05 212.92 136.87 349.79 0.0 349.79 49.88 49.88 50.03 99.91 50.50 150.41 51 .14 201.55 54.23 255.78 0.0 255.78 40.50 40.5 40.63 81 .13 41 .09 122.22 41.91 164.13 42.83 206.96 Dia. "C" Pf/Ft 2.635 120 0.0760 2.635 120 0.1166 2.635 120 0.2921 2.635 120 0.0079 2.635 120 0.0288 2.635 120 0.0613 2.635 120 0.1053 2.635 120 0.1637 2.635 120 0.0054 2.635 120 0.0196 2.635 120 0.0417 2.635 120 0.0720 2.635 120 0.1107 Fitting or Eqv. Ln. 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 16.474 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 1T 16.474 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 Pipe Ftng's Total 5.500 0.0 5.500 1.500 16.474 17.974 3.875 16.474 20.349 10.000 0.0 10.000 8.250 0.0 8.250 5.500 0.0 5.500 1.500 16.474 17.974 3.670 16.474 20.144 9.700 0.0 9.700 10.000 0.0 10.000 8.250 0.0 8.250 5.500 0.0 5.500 1.500 16.474 17.974 Pt Pe Pf 9.484 0.0 0.418 9.902 0.0 2.095 11.997 1.678 5.944 19.619 12 .693 0.0 0.079 12.772 0.0 0.238 13.010 0.0 0.337 13.347 0.0 1.893 15.240 1.589 3.298 20.127 8.369 0.0 0.052 8.421 0.0 0.196 8.617 0.0 0.344 8.961 0.0 0.396 9.357 0.0 1.989 Pt Pv Pn Page 9 Date 5/2/07 ******* Notes ****** K Factor= 14.00 Vel = 9.94 K Factor= 14.00 Vel = 12.53 Vel = 20.58 K Factor= 78.97 K Factor= 14.00 Vel = 2.93 K Factor= 14.00 Vel = 5.88 K Factor= 14.00 Vel = 8.85 K Factor= 14.00 Vel = 11 .86 Vel = 15.05 K Factor= 57.01 K Factor= 14.00 Vel = 2.38 K Factor= 14.00 Vel = 4.77 K Factor= 14.00 Vel = 7.19 K Factor= 14.00 Vel = 9.66 K Factor= 14.00 Vel = 12.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. ·TOWERS AT BRESSI Hyd. Ref. Point 6 to 7 7 to 8 8 to 9 9 to 10 10 to 11 11 to 12 12 to TRO TRO to BRO BRO to 01 01 to 02 02 to 03 03 to J A to B Qa Qt 133.06 340.02 84.03 424.05 341 .79 765.84 345.19 1111.03 349.79 1460.82 255.78 1716.6 0.0 1716.6 0.0 1716.6 0.0 1716.6 0.0 1716.6 0.0 1716.6 0.0 1716.6 0.0 1716.60 -28.05 -28.05 Dia. "C" Pf/Ft 2.635 120 0.2772 6.357 120 0.0057 6.357 120 0.0171 6.357 120 0.0340 6.357 120 0.0564 6.357 120 0.0760 8.249 120 0.0214 8.249 120 0.0214 8.249 120 0.0214 7.98 150 0.0166 8.27 140 0.0159 7.98 150 0.0166 7.98 150 0.0 Fitting or Eqv. Ln . 1T 16.474 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1E 17.603 0.0 0.0 1T 41 .108 0.0 0.0 1Z 21.141 2E 42.282 0.0 1L 15.269 0.0 0.0 3E 81 .548 1F 13.591 0.0 2E 56 .936 1T 55.354 0.0 1G 6.041 1T 52 .855 0.0 2F 27.183 1G 6.041 0.0 Pipe Ftng's Total 4.500 16.474 20.974 9.000 0.0 9.000 9.000 0.0 9.000 9.000 0.0 9.000 9.000 0.0 9.000 0.830 17.603 18.433 106.000 41 .108 147.108 23.000 63.423 86.423 10.000 15.269 25.269 263.000 95.140 358.140 16.000 112.290 128.290 24.000 58.895 82.895 352.000 33.222 385.222 Pt Pe Pf 11.346 1.949 5.813 19.108 0.0 0.051 19.159 0.0 0.154 19.313 0.0 0.306 19.619 0.0 0.508 20.127 0.0 1.401 21 .528 0.0 3.145 24.673 9.961 1.847 36.481 2.166 0.540 39.187 0.0 5.954 45.141 4.500 2.036 51 .677 0.0 1.378 53.055 56.447 0.0 -0.003 Pt Pv Pn Page 10 Date 5/2/07 ******* Notes ****** Vel = 20.00 Vel = 4.29 Vel = 7.74 Vel = 11 .23 Vel = 14.77 Vel = 17.35 Vel = 10.31 Vel = 10.31 Vel = 10.31 Vel = 11 .01 * Fixed loss = 4.5 Vel = 10.25 Vel = 11 .01 K Factor= 235.67 Vel = 0.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. ·TOWERS AT BRESSI Hyd. Ref. Point B to C C to D D to E E to TEST C to M M to N N to Q Q to R R to TEST F to G G to H H to J J to K Qa Qt 0.0 -28.05 582.46 554.41 0.0 554.41 0.0 554.41 0.0 554.41 -582.46 -582.46 987.88 405.42 285.89 691 .31 0.0 691 .31 0.0 691 .31 0.0 691 .31 -1228.72 -1228.72 0.0 -1228.72 0.0 -1228.72 2216.60 987.88 Dia. "C" Pf/Ft 7.98 150 0.0 7.98 150 0.0021 11 .65 150 0.0003 11 .65 150 0.0003 7.98 150 -0 .0023 7.98 150 0.0012 7.98 150 0.0031 11 .65 150 0.0005 11.65 150 0.0005 7.98 150 -0.0090 7.98 150 -0.0089 7.98 150 -0.0090 7.98 150 0.0060 Fitting or Eqv. Ln. 1E 27.183 1G 6.041 1T 52.855 2F 27.183 2T 105.71 4G 24.162 BG 64.398 1T 80.498 0.0 4G 32.199 0.0 0.0 4G 24.162 1F 13.591 0.0 2G 12.081 0.0 0.0 2F 27.183 4G 24.162 1T 52.855 4G 32.199 1T 80.498 1F 17.441 4G 32.199 1F 17.441 0.0 1G 6.041 1T 52.855 1F 13.591 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pipe Ftng's Total 405.000 86.077 491 .077 180.000 157.054 337.054 719.000 144.896 863.896 379.000 32.200 411 .200 387.000 37.754 424.754 220.000 12.082 232.082 281.000 104.199 385.199 438.000 130.139 568.139 620.000 49.641 669.641 107.000 72.487 179.487 7.000 0.0 7.000 42.000 0.0 42.000 93.000 0.0 93.000 Pt Pe Pf 56.444 0.0 -0.005 56.439 0.0 0.693 57.132 0.0 0.281 57.413 1.732 0.134 59.279 56.439 0.0 -0.956 55.483 0.0 0.268 55.751 0.0 1.190 56.941 0.0 0.278 57.219 1.732 0.328 59.279 55.102 0.0 -1 .608 53.494 0.0 -0.062 53.432 0.0 -0.377 53.055 0.0 0.557 Pt Pv Pn Page 11 Date 5/2/07 ******* Notes ****** Vel = 0.18 Vel = 3.56 Vel = 1.67 Vel = 1.67 K Factor= 72.01 Vel = 3.74 Vel = 2.60 Vel = 4.43 Vel = 2.08 Vel = 2.08 K Factor= 89.79 Vel = 7.88 Vel = 7.88 Vel = 7.88 Qa = 500 Vel = 6.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. .. TOWERS AT BRESSI Hyd. Ref. Point K to L L to M N to p p to F F to A A to TEST Qa Qt 0.0 987.88 0.0 987.88 0.0 987.88 -285.89 -285.89 0.0 -285.89 1228.72 942.83 28.05 970.88 0.0 970.88 Dia. "C" Pf/Ft 7.98 150 0.0060 7.98 150 0.0060 7.98 150 -0.0006 7.98 150 -0.0006 7.98 150 0.0055 7.98 150 0.0058 Fitting or Eqv. Ln. 0.0 0.0 0.0 1G 6.041 1T 52.855 0.0 1F 13.591 1G 6.041 1T 52.855 SF 67.957 1G 6.041 1T 52.855 2F 27.183 2G 12.081 1T 52.855 2G 12.081 1T 52.855 0.0 Pipe Ftng's Total 54.000 0.0 54.000 200.000 58.895 258.895 64.000 72.487 136.487 812.000 126.852 938.852 153.000 92.119 245.119 125.000 64.937 189.937 Pt Pe Pf 53.612 0.0 0.323 53.935 0.0 1.548 55.483 55.751 0.0 -0.083 55.668 0.0 -0.566 55.102 0.0 1.345 56.447 1.732 1.100 59.279 Pt Pv Pn Page 12 Date 5/2/07 ******* Notes ****** Vel = 6.34 Vel = 6.34 K Factor= 132.62 Vel = 1.83 Vel = 1.83 Vel = 6.05 Vel = 6.23 K Factor= 126.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Job Name Building Location System Contract Data File APPROVED AS SUBMITTED CARLSBAD F'Pf7~ENT . . . Fi re Protection by Computer Design INDUSTRIAL FIRE SPRINKLER CO. 3845 IMPERIAL AVE. SAN DIEGO, CA 92113 619-266-6030 : TOWERS AT BRESSI : BUILDING 0 : 6170 INNOVATION WAY : REMOTE AREA2 : Towers-O2.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INDUSTRIAL FIRE SPRINKLER CO. '-TOWERS AT BRESSI Hydraulic Design Information Sheet Page Date Name -TOWERS AT BRESSI Location -6170 INNOVATION WAY Building -BUILDING 0 Contractor -INDUSTRIAL FIRE SPRINKELR CO . Calculated By -M.G. Date -5 /2/07 System No . -REMOTE AREA2 Contract No . - Construction: (X) Combustible ( ) Non-Combustible Occupancy -O.H. 2 Drawing No . -FP-6 Ceiling Height -VARIES s y s T E M D E s I G N (X) NFPA 13 ( ) NFPA 231 Other Lt . Haz . Ord.Haz .Gp. () 1 (X) 2 () 3 () Ex .Haz . NFPA 231C ( ) Figure Curve Specific Ruling Area of Sprinkler Operation -3000 Density -.17 Made By System Type (X) Wet Area Per Sprinkler -120 MAX. ( ) Dry Elevation at Highest Outlet -16'-10" Hose Allowance -Inside Rack Sprinkler Allowance Hose Allowance -Outside -250 Note ( ) Deluge ( ) Preacti on ( ) Other Date Sprinkl er/Nozzle Make GLOBE Model GL Size 1/2 " K-Factor 5 .6 Temp .Rat .200 Calculation Flow Required -Press Required - Summary C-Factor Used: 120 Overhead 150 Underground w A T E R s u p p L y C 0 M M s R T A 0 C R K A G E Water Flow Test: Date of Test Time of Test -1 /31 /07 Static Press -75 Residual Press -74 Flow -1780 Elevation -385.0 Pump Data: Rated Cap.- @ Press Elev. Tank or Reservoir : Cap . - Elev .- Well Proof Flow Location -GATEWAY RD & INNOVATION WAY Source of Information -PERFORMED BY I .F.S., WITNESSED BY CARLSBAD WATER DIST Commodity Storage Ht. Storage Method : Single Row Double Row Mult. Row Flue Spacing Longitudinal Class Location Area Aisl e W. Solid Piled % Palletized % Conven. Pallet Slave Pallet ( ) Auto . Storage ( ) Solid Shelf ( ) Open Shelf Rack Encap. Non Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N. H. USA 03087 1 5/2/07 Water Supply Curve (C) INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI City Water SupQly: C1 -Static Pressure . 75 C2 -Residual Pressure: 7 4 C2 -Residual Flow 1780 150 140 130 p 120 R 110 E 100 S 90 S 80 vi U 70 R60 D2 tr E 50 / / 40 V D3 30 / 20 ;/v 10 D1 200 400 600 800 Page 2 Date 5/2/07 Demand: 1000 1200 1400 1600 FLOW ( N " 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 01 -Elevation 02 -System Flow 02 -S(stem Pressure Hose Adj City ) Hose Demand ) 03 -System Demand Safety Margin 1800 : 10.503 : 627.058 58.169 250 877.058 16.561 Fittings Used Summary ' INDUSTRIAL FIRE SPRINKLER CO. Page 3 TOWERS AT BRESSI Date 5/2/07 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Summary-STANDARD INDUSTRIAL FIRE SPRINKLER CO. Page 4 , TOWERS AT BRESSI Date 5/2/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 188 15.67 5.6 13.32 na 20.44 0.17 120 7.0 187 15.67 5.6 14.62 na 21.41 0.17 120 7.0 186 15.67 5.6 17.44 na 23.38 0.17 120 7.0 185 16.25 5.6 13.27 na 20.4 0.17 120 7.0 184 16.25 5.6 14.56 na 21 .37 0.17 120 7.0 183 16.25 5.6 17.37 na 23.34 0.17 120 7.0 182 16.83 5.6 13.74 na 20.76 0.17 120 7.0 181 16.83 5.6 15.07 na 21 .74 0.17 120 7.0 180 16.83 5.6 17.97 na 23.74 0.17 120 7.0 179 15.08 5.6 20.23 na 25.19 0.17 120 7.0 178 15.08 5.6 22.13 na 26.34 0.17 120 7.0 177 15.67 5.6 20.01 na 25.05 0.17 120 7.0 176 15.67 5.6 21 .88 na 26.2 0.17 120 7.0 171 15.67 5.6 13.35 na 20.46 0.17 120 7.0 172 15.67 13.69 na 173 15.67 14.07 na 174 15.67 15.43 na 175 15.67 18.39 na 170 16.25 5.6 19.93 na 25.0 0.17 120 7.0 169 16.25 5.6 21 .8 na 26.15 0.17 120 7.0 164 16.25 5.6 13.3 na 20.42 0.17 120 7.0 165 16.25 13.64 na 166 16.25 14.01 na 167 16.25 15.37 na 168 16.25 18.32 na 163 16.83 5.6 23.95 na 27.41 0.17 120 7.0 158 16.83 5.6 13.77 na 20.78 0.17 120 7.0 159 16.83 14.11 na 160 16.83 14.5 na 161 16.83 15.9 na 162 16.83 18.95 na 157 15.08 5.6 13.47 na 20.56 0.17 120 7.0 156 15.08 5.6 14.78 na 21.53 0.17 120 7.0 155 15.08 5.6 17.63 na 23.51 0.17 120 7.0 151 15.08 5.6 19.71 na 24.86 0.17 120 7.0 152 15.08 20.78 na 153 15.08 21 .33 na 154 15.08 23.32 na 146 15.67 5.6 19.49 na 24.72 0.17 120 7.0 147 15.67 20.55 na 148 15.67 21 .09 na 149 15.67 23.06 na 150 15.67 26.09 na 141 16.25 5.6 19.42 na 24.68 0.17 120 7.0 142 16.25 20.47 na 143 16.25 21 .01 na 144 16.25 22.98 na 145 16.25 26.0 na 137 16.83 5.6 23.35 na 27.06 0.17 120 7.0 138 16.83 24.6 na 139 16.83 25.24 na 140 16.83 26.87 na 125 15.08 5.6 13.5 na 20.58 0.17 120 7.0 126 15.08 13.84 na 127 15.08 14.23 na 128 15.08 15.6 na 129 15.08 18.6 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary -Standard INDUSTRIAL FIRE SPRINKLER CO. Page 5 'TOWERS AT BRESSI Date 5/2/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 130 15.08 26.38 na 131 13.0 30.07 na 132 13.0 30.15 na 133 13.0 30.42 na 134 13.0 31 .0 na 135 24.0 36.24 na 136 24.0 36.91 na TRO 24.0 37.18 na BRO 1.0 47 .43 na 01 -4.0 49.67 na 02 -4 .0 50.6 na 03 -4 .0 55.41 na A -4 .0 56.24 na B -4.0 56.24 na C -4.0 56.24 na D -4.0 56.36 na E -4.0 56.41 na TEST -8.0 58.17 na M -4.0 56.07 na N -4.0 56.11 na Q -4.0 56.33 na R -4.0 56.38 na F -4.0 56.0 na G -4.0 55.71 na H -4.0 55.7 na J -4.0 55.63 na 250.0 K -4.0 55.73 na L -4.0 55.79 na p -4.0 56.1 na The maximum velocity is 18.66 and it occurs in the pipe between nodes 162 and 140 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams INDUSTRIAL FIRE SPRINKLER CO. 'TOWERS AT BRESSI Hyd. Ref. Point 188 to 173 187 to 174 186 to 175 185 to 166 184 to 167 183 to 168 182 to 160 181 to 161 180 to 162 Qa Qt 20.44 20.44 0.0 20.44 21.41 21.41 0.0 21.41 23.38 23.38 0.0 23.38 20.40 20.4 0.0 20.40 21.37 21 .37 0.0 21 .37 23.34 23.34 0.0 23.34 20.76 20.76 0.0 20.76 21.74 21.74 0.0 21 .74 23.74 23.74 Dia. "C" Pf/Ft 1.049 120 0.1355 1.049 120 0.1476 1.049 120 0.1738 1.049 120 0.1351 1.049 120 0.1471 1.049 120 0.1733 1.049 120 0.1393 1.049 120 0.1518 1.049 120 0.1787 Fitting or Eqv. Ln . 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 Pipe Ftng's Total 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 Pt Pe Pf 13.322 0.0 0.745 14.067 14.616 0.0 0.812 15.428 17.436 0.0 0.956 18.392 13.270 0.0 0.743 14.013 14.559 0.0 0.809 15.368 17.369 0.0 0.953 18.322 13.737 0.0 0.766 14.503 15.068 0.0 0.835 15.903 17.969 0.0 0.983 Pt Pv Pn Page 6 Date 5/2/07 ******* Notes ****** K Factor= 5.60 Vel = 7.59 K Factor= 5.45 K Factor= 5.60 Vel = 7.95 K Factor= 5.45 K Factor= 5.60 Vel = 8.68 K Factor= 5.45 K Factor= 5.60 Vel = 7.57 K Factor= 5.45 K Factor= 5.60 Vel = 7.93 K Factor= 5.45 K Factor= 5.60 Vel = 8.66 K Factor= 5.45 K Factor= 5.60 Vel = 7.71 K Factor= 5.45 K Factor= 5.60 Vel = 8.07 K Factor= 5.45 K Factor= 5.60 Vel = 8.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. 'TOWERS AT BRESSI Hyd. Ref. Point 179 to 153 178 to 154 177 to 148 176 to 149 171 to 172 172 to 173 173 to 174 174 to 175 175 to 150 170 to 143 Qa Qt 0.0 23.74 25.19 25.19 0.0 25.19 26.34 26.34 0.0 26.34 25.05 25.05 0.0 25.05 26.20 26.2 0.0 26.20 20.46 20.46 0.0 20.46 20.44 40.9 21.41 62.31 23.38 85.69 0.0 85.69 25.00 25.0 Dia. "C" Pf/Ft 1.049 120 0.1993 1.049 120 0.2165 1.049 120 0.1973 1.049 120 0.2144 1.049 120 0.1360 1.38 120 0.0356 1.38 120 0.1286 1.38 120 0.2802 1.38 120 0.5051 1.049 120 0.1965 Fitting or Eqv. Ln. 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1E 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 6.0 0.0 0.0 1T 5.0 0.0 0.0 Pipe Ftng's Total 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 0.500 2.000 2.500 10.580 0.0 10.580 10.580 0.0 10.580 10.580 0.0 10.580 9.250 6.000 15.250 0.500 5.000 5.500 Pt Pe Pf 18.952 20.230 0.0 1.096 21 .326 22 .126 0.0 1.191 23.317 20.007 0.0 1.085 21.092 21 .884 0.0 1.179 23.063 13.350 0.0 0.340 13.690 0.0 0.377 14.067 0.0 1.361 15.428 0.0 2.964 18.392 0.0 7.703 26.095 19.931 0.0 1.081 Pt Pv Pn Page 7 Date 5/2/07 ******* Notes ****** K Factor= 5.45 K Factor= 5.60 Vel = 9.35 K Factor= 5.45 K Factor= 5.60 Vel = 9.78 K Factor= 5.45 K Factor= 5.60 Vel = 9.30 K Factor= 5.45 K Factor= 5.60 Vel = 9.73 K Factor= 5.46 K Factor= 5.60 Vel = 7.60 Vel = 4.39 Vel = 8.77 Vel = 13.37 Vel = 18.38 K Factor= 16.77 K Factor= 5.60 Vel = 9.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. ·roWERS AT BRESSI Hyd. Ref. Point 169 to 144 164 to 165 165 to 166 166 to 167 167 to 168 168 to 145 163 to 139 158 to 159 159 to 160 160 to 161 161 to 162 Qa Qt 0.0 25.00 26.15 26.15 0.0 26.15 20.42 20.42 0.0 20.42 20.40 40.82 21.37 62.19 23.34 85.53 0.0 85.53 27.41 27.41 0.0 27.41 20.78 20.78 0.0 20.78 20.75 41 .53 21 .74 63.27 Dia. "C" Pf/Ft 1.049 120 0.2136 1.049 120 0.1352 1.38 120 0.0356 1.38 120 0.1281 1.38 120 0.2792 1.38 120 0.5033 1.049 120 0.2333 1.049 120 0.1396 1.38 120 0.0367 1.38 120 0.1323 1.38 120 0.2882 Fitting or Eqv. Ln. 1T 5.0 0.0 0.0 1E 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 6.0 0.0 0.0 1T 5.0 0.0 0.0 1E 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pipe Ftng's Total 0.500 5.000 5.500 0.500 2.000 2.500 10.580 0.0 10.580 10.580 0.0 10.580 10.580 0.0 10.580 9.250 6.000 15.250 0.500 5.000 5.500 0.500 2.000 2.500 10.580 0.0 10.580 10.580 0.0 10.580 10.580 0.0 10.580 Pt Pe Pf 21.012 21 .801 0.0 1.175 22.976 13.298 0.0 0.338 13.636 0.0 0.377 14.013 0.0 1.355 15.368 0.0 2.954 18.322 0.0 7.675 25.997 23.954 0.0 1.283 25.237 13.766 0.0 0.349 14.115 0.0 0.388 14.503 0.0 1.400 15.903 0.0 3.049 Pt Pv Pn Page 8 Date 5/2/07 ******* Notes ****** K Factor= 5.45 K Factor= 5.60 Vel = 9.71 K Factor= 5.46 K Factor= 5.60 Vel = 7.58 Vel = 4.38 Vel = 8.76 Vel = 13.34 Vel = 18.35 K Factor= 16.77 K Factor= 5.60 Vel = 10.18 K Factor= 5.46 K Factor= 5.60 Vel = 7.71 Vel = 4.46 Vel = 8.91 Vel = 13.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. 'TOWERS AT BRESSI Hyd. Ref. Point 162 to 140 157 to 127 156 to 128 155 to 129 151 to 152 152 to 153 153 to 154 154 to 130 146 to 147 147 to 148 148 to 149 Qa Qt 23.74 87.01 0.0 87.01 20.56 20.56 0.0 20.56 21 .53 21.53 0.0 21.53 23.51 23.51 0.0 23.51 24.86 24.86 0.0 24.86 25.19 50.05 26.34 76.39 0.0 76.39 24.72 24.72 0.0 24.72 25.05 49.77 Dia. "C" Pf/Ft 1.38 120 0.5195 1.049 120 0.1369 1.049 120 0.1491 1.049 120 0.1755 1.049 120 0.1945 1.38 120 0.0512 1.38 120 0.1868 1.38 120 0.4084 1.049 120 0.1925 1.38 120 0.0507 1.38 120 0.1849 Fitting or Eqv. Ln. 1T 6.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 1T 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 6.0 0.0 0.0 1T 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pipe Ftng's Total 9.250 6.000 15.250 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 10.660 0.0 10.660 10.660 0.0 10.660 1.500 6.000 7.500 0.500 5.000 5.500 10.660 0.0 10.660 10.660 0.0 10.660 Pt Pe Pf 18.952 0.0 7.923 26.875 13.474 0.0 0.753 14.227 14.781 0.0 0.820 15.601 17.631 0.0 0.965 18.596 19.710 0.0 1.070 20.780 0.0 0.546 21.326 0.0 1.991 23.317 0.0 3.063 26.380 19.493 0.0 1.059 20.552 0.0 0.540 21.092 0.0 1.971 Pt Pv Pn Page 9 Date 5/2/07 ******* Notes ****** Vel = 18.66 K Factor= 16.78 K Factor= 5.60 Vel = 7.63 K Factor= 5.45 K Factor= 5.60 Vel = 7.99 K Factor= 5.45 K Factor= 5.60 Vel = 8.73 K Factor= 5.45 K Factor= 5.60 Vel = 9.23 Vel = 5.33 Vel = 10.74 Vel = 16.39 K Factor= 14.87 K Factor= 5.60 Vel = 9.18 Vel = 5.30 Vel = 10.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point 149 to 150 150 to 132 141 to 142 142 to 143 143 to 144 144 to 145 145 to 133 137 to 138 138 to 139 139 to 140 140 to 134 125 to 126 Qa Qt 26.20 75.97 85.69 161 .66 0.0 161 .66 24.68 24.68 0.0 24.68 25.00 49.68 26.14 75.82 85.53 161 .35 0.0 161.35 27.06 27.06 0.0 27.06 27.41 54.47 87.01 141.48 0.0 141.48 20.58 20.58 Dia. "C" Pf/Ft 1.38 120 0.4043 2.067 120 0.2285 1.049 120 0.1920 1.38 120 0.0505 1.38 120 0.1842 1.38 120 0.4028 2.067 120 0.2277 1.049 120 0.2276 1.38 120 0.0599 1.38 120 0.2184 2.067 120 0.1785 1.049 120 0.1372 Fitting or Eqv. Ln. 1T 6.0 0.0 0.0 1T 10.0 0.0 0.0 1T 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 6.0 0.0 0.0 1T 10.0 0.0 0.0 1T 5.0 0.0 0.0 0.0 0.0 0.0 1T 6.0 0.0 0.0 1T 10.0 0.0 0.0 1E 2.0 0.0 0.0 Pipe Ftng's Total 1.500 6.000 7.500 2.670 10.000 12.670 0.500 5.000 5.500 10.660 0.0 10.660 10.660 0.0 10.660 1.500 6.000 7.500 3.250 10.000 13.250 0.500 5.000 5.500 10.660 0.0 10.660 1.500 6.000 7.500 3.830 10.000 13.830 0.500 2.000 2.500 Pt Pe Pf 23.063 0.0 3.032 26.095 1.156 2.895 30.146 19.418 0.0 1.056 20.474 0.0 0.538 21 .012 0.0 1.964 22.976 0.0 3.021 25.997 1.408 3.017 30.422 23.346 0.0 1.252 24.598 0.0 0.639 25.237 0.0 1.638 26.875 1.659 2.468 31 .002 13.502 0.0 0.343 Pt Pv Pn Page 10 Date 5/2/07 ******* Notes ****** Vel = 16.30 Vel = 15.46 K Factor= 29.44 K Factor= 5.60 Vel = 9.16 Vel = 5.29 Vel = 10.66 Vel = 16.26 Vel = 15.43 K Factor= 29.25 K Factor= 5.60 Vel = 10.05 Vel = 5.80 Vel = 11.68 Vel = 13.53 K Factor= 25.41 K Factor= 5.60 Vel = 7.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point 126 to 127 127 to 128 128 to 129 129 to 130 130 to 131 131 to 132 132 to 133 133 to 134 134 to 135 135 to 136 136 to TRO TRO to BRO BRO to 01 01 to 02 Qa Qt 0.0 20.58 20.55 41 .13 21.53 62 .66 23.52 86.18 76.39 162.57 0.0 162.57 161 .66 324.23 161 .35 485.58 141.48 627.06 0.0 627.06 0.0 627.06 0.0 627.06 0.0 627.06 0.0 627.06 Dia. "C" Pf/Ft 1.38 120 0.0361 1.38 120 0.1299 1.38 120 0.2831 1.38 120 0.5104 2.067 120 0.2309 4.26 120 0.0068 4.26 120 0.0245 4.26 120 0.0516 4.26 120 0.0829 6.357 120 0.0118 8.249 120 0.0033 8.249 120 0.0033 8.249 120 0.0033 7.98 150 0.0026 Fitting or Eqv. Ln. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 6.0 0.0 0.0 1T 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4E 52.668 1T 26.334 0.0 1E 17.603 0.0 0.0 1T 41 .108 0.0 0.0 12 21 .141 2E 42.282 0.0 1L 15.269 0.0 0.0 3E 81.548 1F 13.591 0.0 Pipe Ftng's Total 10.580 0.0 10.580 10.580 0.0 10.580 10.580 0.0 10.580 9.250 6.000 15.250 2.080 10.000 12.080 11 .250 0.0 11.250 11.250 0.0 11.250 11 .250 0.0 11 .250 41.660 79.002 120.662 39.700 17.603 57.303 38.000 41 .108 79.108 23.000 63.423 86.423 10.000 15.269 25.269 263.000 95.140 358.140 Pt Pe Pf 13.845 0.0 0.382 14.227 0.0 1.374 15.601 0.0 2.995 18.596 0.0 7.784 26.380 0.901 2.789 30.070 0.0 0.076 30.146 0.0 0.276 30.422 0.0 0.580 31 .002 -4.764 10.001 36.239 0.0 0.676 36.915 0.0 0.262 37.177 9.961 0.287 47.425 2.166 0.084 49.675 0.0 0.924 Pt Pv Pn Page 11 Date 5/2/07 ******* Notes ****** Vel = 4.41 Vel = 8.82 Vel = 13.44 Vel = 18.49 Vel = 15.54 Vel = 3.66 Vel = 7.30 Vel = 10.93 Vel = 14.11 Vel = 6.34 Vel = 3.76 Vel = 3.76 Vel = 3.76 Vel = 4.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. 1OWERS AT BRESSI Hyd. Ref. Point 02 to 03 03 to j A to B B to C C to D D to E E to TEST C to M M to N N to Q Q to R R to TEST Qa Qt 0.0 627.06 0.0 627.06 0.0 627.06 -11 .10 -11.1 0.0 -11 .1 230.47 219.37 0.0 219.37 0.0 219.37 0.0 219.37 -230.47 -230.47 390.88 160.41 113.13 273.54 0.0 273.54 0.0 273.54 0.0 Dia. "C" Pf/Ft 8.27 140 0.0025 7.98 150 0.0026 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0004 11 .65 150 0.0001 11.65 150 0.0001 7.98 150 -0.0004 7.98 150 0.0002 7.98 150 0.0006 11.65 150 0.0001 11.65 150 0.0001 Fitting or Eqv. Ln. 2E 56.936 1T 55.354 0.0 1G 6.041 1T 52.855 0.0 2F 27.183 1G 6.041 0.0 1E 27.183 1G 6.041 1T 52.855 2F 27.183 2T 105.71 4G 24.162 BG 64.398 1T 80.498 0.0 4G 32.199 0.0 0.0 4G 24.162 1F 13.591 0.0 2G 12.081 0.0 0.0 2F 27.183 4G 24.162 1T 52.855 4G 32.199 1T 80.498 1F 17.441 4G 32.199 1F 17.441 0.0 Pipe Ftng's Total 16.000 112.290 128.290 24.000 58.895 82.895 352.000 33.222 385.222 405.000 86.077 491.077 180.000 157.054 337.054 719.000 144.896 863.896 379.000 32 .200 411 .200 387.000 37.754 424.754 220.000 12.082 232.082 281 .000 104.199 385 .199 438.000 130.139 568.139 620.000 49.641 669.641 Pt Pe Pf 50.599 4.500 0.316 55.415 0.0 0.214 55.629 56.239 0.0 -0.001 56.238 0.0 0.0 56.238 0.0 0.124 56.362 0.0 0.051 56.413 1.732 0.024 58.169 56.238 0.0 -0.173 56.065 0.0 0.049 56.114 0.0 0.214 56.328 0.0 0.050 56 .378 1.732 0.059 Pt Pv Pn Page 12 Date 5/2/07 ******* Notes ****** * Fixed loss = 4.5 Vel = 3.75 Vel = 4.02 K Factor= 84.07 Vel = 0.07 Vel = 0.07 Vel = 1.41 Vel = 0.66 Vel = 0.66 K Factor= 28.76 Vel = 1.48 Vel = 1.03 Vel = 1.75 Vel = 0.82 Vel = 0.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point F to G G to H H to J J to K K to L L to M N to p p to F F to A A to TEST Qa Qt 273.54 -486.18 -486.18 0.0 -486.18 0.0 -486.18 877.06 390.88 0.0 390.88 0.0 390.88 0.0 390.88 -113.12 -113.12 0.0 -113.12 486.18 373.06 11.09 384.15 0.0 384.15 Dia. "C" Pf/Ft 7.98 150 -0 .0016 7.98 150 -0.0017 7.98 150 -0.0016 7.98 150 0.0011 7.98 150 0.0011 7.98 150 0.0011 7.98 150 -0.0001 7.98 150 -0.0001 7.98 150 0.0010 7.98 150 0.0010 Fitting or Eqv. Ln. 1G 6.041 1T 52 .855 1F 13.591 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1G 6.041 1T 52.855 0.0 1F 13.591 1G 6.041 1T 52.855 SF 67.957 1G 6.041 1T 52.855 2F 27.183 2G 12.081 1T 52.855 2G 12.081 1T 52.855 0.0 Pipe Ftng's Total 107.000 72.487 179.487 7.000 0.0 7.000 42.000 0.0 42.000 93.000 0.0 93.000 54.000 0.0 54.000 200.000 58.895 258.895 64.000 72.487 136.487 812.000 126.852 938.852 153.000 92.119 245.119 125.000 64.937 189.937 Pt Pe Pf 58.169 55 .997 0.0 -0.289 55 .708 0.0 -0 .012 55 .696 0.0 -0.067 55.629 0.0 0.100 55.729 0.0 0.058 55.787 0.0 0.278 56.065 56.114 0.0 -0.015 56.099 0.0 -0.102 55.997 0.0 0.242 56.239 1.732 0.198 58.169 Pt Pv Pn Page 13 Date 5/2/07 ******* Notes ****** K Factor= 35.87 Vel = 3.12 Vel = 3.12 Vel = 3.12 Qa = 250 Vel = 2.51 Vel = 2.51 Vel = 2.51 K Factor= 52.20 Vel = 0.73 Vel = 0.73 Vel = 2.39 Vel = 2.46 K Factor= 50.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Job Name Building Location System Contract Data File ... Fire Protection by Computer Design INDUSTRIAL FIRE SPRINKLER CO. 3845 IMPERIAL AVE. SAN DIEGO, CA 92113 619-266-6030 : TOWERS AT BRESSI : BUILDING 0 : 6170 INNOVATION WAY : REMOTE AREA3 : Towers-O3.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ..J -..... .. i INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hydraulic Design Information Sheet Page Date Name -TOWERS AT BRESSI Location -6170 INNOVATION WAY Building -BUILDING 0 Contractor -INDUSTRIAL FIRE SPRINKELR co. Calculated By -M.G. Date -5 /2/07 System No . -REMOTE AREA3 Contract No . - Construction: (X) Combustible ( ) Non-Combustible Occupancy -LIGHT Dr awing No . -FP-6 Ceiling Height -9'-2" s y s T E M D E s I G N (X) NFPA 13 (X) Lt . Haz. Ord.Raz .Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex .Haz . ( ) NFPA 231 ( ) NFPA 231C Other ( ) Figure Curve Specific Ruling Area of Sprinkler Operation -1106 Density -. 10 Area Per Sprinkler -20'x20 ' Elevation at Highest outlet -9'-2 " Hose Allowance -Inside Rack Sprinkler Allowance Hose Allowance -Outside -100 Note Made By System Type (X) Wet ( ) Dry ( ) Delu ge ( ) Preaction ( ) Other Date Spr inkler/Nozzle Make GLOBE Model GL8109 Size 3/4 " K-Factor 8 .1 Temp .Rat .155 Calculat ion Flow Required -Press Required - Summary C-Factor Used: 120 Overhead 1 50 Underground w A T E R Water Flow Test : Pump Data: Tank or Reservoir : s u p p Date of Test Time of Test -1/31/07 Static Press -75 Residual Press -74 Flow -1780 Elevation -385 .0 Rated Cap .- @ Press Elev. Location -GATEWAY RD & INNOVATION WAY Cap . - Elev.- Well Proof Flow L Source of Information -PERFORMED BY I .F .S ., WITNESSED BY CARLSBAD WATER DIST y C 0 M M S R T A 0 C R K A G E Commodity Storage Ht . Storage Method: Single Row Double Row Mult . Row Flue Spacing Longitudinal Class Location Area Aisle W. Solid Piled % Palletized % Conven. Pallet Slave Pallet ( ) Auto . Storage ( ) Solid Shelf ( ) Open Shelf Rack Encap . Non Cl earance :Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 5/2/07 Water Supply Curve (C) INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI City Water SupQly: C1 -Static Pressure . 75 C2 -Residual Pressure: 7 4 C2 -Residual Flow 1780 Page 2 Date 5/2/07 Demand: 01 -Elevation 02 -System Flow 02 -S~stem Pressure Hose Adj City ) Hose Demand ) 03 -System Demand Safety Margin 7.436 190.886 63.847 . 100 : 290.886 : 11 .118 150 r"""""T"-""T""-----,.----.-----....-------.----------,-------""T""-------......... -----------, 140 t-t----t---+----------------------+-------t--------+-------- 130 p 120 R 110 E 100 S 90 S 80 U 70 R60 E 50 40 30 20 10 I vi D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary INDUSTRIAL FIRE SPRINKLER CO. Page 3 TOWERS AT BRESSI Date 5/2/07 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pre~sure / Flow Summary -STANDARD t INDUSTRIAL FIRE SPRINKLER CO. Page 4 TOWERS AT BRESSI Date 5/2/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 01 9.17 8.1 24.4 na 40.01 0.1 400 24.4 02 9.17 8.1 25.09 na 40.57 0.1 400 24.4 03 9.17 8.1 20.7 na 36.86 0.1 330 16.6 04 9.17 8.1 21 .48 na 37.54 0.1 330 16.6 05 9.17 8.1 19.66 na 35.91 0.1 330 16.6 214 9.67 26.08 na 212 9.67 22.3 na 213 10.0 24.17 na 210 9.67 20.4 na 211 10.0 23.27 na 206 9.67 21.49 na 207 10.0 23.3 na 208 10.0 24.73 na 209 10.0 25.44 na 201 9.67 25.36 na 202 10.0 27.48 na 203 10.0 29.7 na 204 10.0 36.05 na 205 10.0 36.97 na 225 10.0 42.65 na 226 24.0 43.23 na 42 24.0 43.55 na 7 24.0 43.56 na 8 24.0 43.57 na 9 24.0 43.58 na 10 24.0 43.59 na 11 24.0 43.6 na 12 24.0 43.63 na TRO 24.0 43.68 na BRO 1.0 53.67 na 01 -4.0 55.85 na 02 -4.0 55.95 na 03 -4.0 61 .99 na A -4.0 62.09 na B -4.0 62.09 na C -4.0 62.09 na D -4.0 62.1 na E -4.0 62.11 na TEST -8.0 63.85 na M -4.0 62.07 na N -4.0 62.07 na Q -4.0 62.1 na R -4.0 62.11 na F -4.0 62.06 na G -4.0 62.02 na H -4.0 62.02 na J -4.0 62.01 na 100.0 K -4.0 62.02 na L -4.0 62.03 na p -4.0 62.07 na The maximum velocity is 17.38 and it occurs in the pipe between nodes 209 and 205 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinaJ Calculations -Hazen-Williams ~ INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point D1 to 201 D2 to 214 D3 to 206 D4 to 212 D5 to 210 214 to 203 212 to 213 213 to 209 210 to 211 Qa Qt 40.01 40.01 0.0 40 .01 40.57 40.57 0.0 40.57 36.86 36.86 0.0 36.86 37.54 37.54 0.0 37.54 35.91 35.91 0.0 35.91 40.57 40.57 0.0 40.57 37.54 37.54 0.0 37.54 0.0 37.54 35.91 35.91 Dia. "C" Pf/Ft 1.049 120 0.4696 1.049 120 0.4816 1.049 120 0.4036 1.049 120 0.4172 1.049 120 0.3848 1.049 120 0.4816 1.049 120 0.4172 1.38 120 0.1097 1.049 120 0.3842 Fitting or Eqv. Ln . 1E 2.0 0.0 0.0 1E 2.0 0.0 0.0 1E 2.0 0.0 0.0 1E 2.0 0.0 0.0 1E 2.0 0.0 0.0 1E 2.0 1T 5.0 0.0 2E 4.0 0.0 0.0 1T 6.0 0.0 0.0 1E 2.0 1T 5.0 0.0 Pipe Ftng's Total 0.500 2.000 2.500 0.500 2.000 2.500 0.500 2.000 2.500 0.500 2.000 2.500 0.500 2.000 2.500 0.830 7.000 7.830 0.830 4.000 4.830 5.500 6.000 11 .500 0.830 7.000 7.830 Pt Pe Pf 24.400 -0.217 1.174 25.357 25.088 -0.217 1.204 26.075 20.703 -0.217 1.009 21.495 21.476 -0.217 1.043 22.302 19.655 -0.217 0.962 20.400 26.075 -0 .143 3.771 29.703 22.302 -0.143 2.015 24.174 0.0 1.262 25.436 20.400 -0 .143 3.008 Pt Pv Pn Page 5 Date 5/2/07 ******* Notes ****** K Factor= 8.10 Vel = 14.85 K Factor= 7.95 K Factor= 8.1 o Vel = 15.06 K Factor= 7.94 K Factor= 8.10 Vel = 13.68 K Factor= 7.95 K Factor= 8.10 Vel = 13.94 K Factor= 7.95 K Factor= 8.10 Vel = 13.33 K Factor= 7.95 Vel = 15.06 K Factor= 7.44 Vel = 13.94 Vel = 8.05 K Factor= 7.44 Vel = 13.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fina! Calculations -Standard J NDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point 211 to 208 206 to 207 207 to 208 208 to 209 209 to 205 201 to 202 202 to 203 203 to 204 204 to 205 205 to 225 225 to 226 226 to 42 42 to 7 Qa Qt 0.0 35.91 0.0 35.91 36.86 36.86 0.0 36.86 35.91 72.77 37.53 110.3 0.0 110.30 40.01 40.01 0.0 40.01 40.57 80.58 0.0 80.58 110.31 190.89 0.0 190.89 0.0 190.89 0.0 190.89 Dia. "C" Pf/Ft 1.38 120 0.1011 1.049 120 0.4031 1.38 120 0.1061 1.61 120 0.1762 1.61 120 0.3803 1.049 120 0.4694 1.38 120 0.1234 1.61 120 0.2128 2.157 120 0.0512 2.157 120 0.2525 2.157 120 0.2525 4.26 120 0.0092 6.357 120 0.0012 Fitting or Eqv. Ln. 1T 6.0 0.0 0.0 2E 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1T 8.0 0.0 0.0 2E 4.0 0.0 0.0 0.0 0.0 0.0 1T 8.0 0.0 0.0 0.0 0.0 0.0 1E 6.153 0.0 0.0 1T 12.307 0.0 0.0 2E 26.334 0.0 0.0 0.0 0.0 0.0 Pipe Ftng's Total 8.500 6.000 14.500 0.830 4.000 4.830 13.500 0.0 13.500 4.000 0.0 4.000 22.330 8.000 30.330 0.830 4.000 4.830 18.000 0.0 18.000 21.830 8.000 29.830 18.000 0.0 18.000 16.330 6.153 22.483 14.000 12.307 26.307 9.000 26.334 35.334 2.540 0.0 2.540 Pt Pe Pf 23.265 0.0 1.466 24.731 21.495 -0.143 1.947 23.299 0.0 1.432 24.731 0.0 0.705 25.436 0.0 11 .536 36.972 25.357 -0.143 2.267 27.481 0.0 2.222 29.703 0.0 6.347 36.050 0.0 0.922 36.972 0.0 5.677 42.649 -6.063 6.642 43.228 0.0 0.324 43.552 0.0 0.003 Pt Pv Pn Page 6 Date 5/2/07 ******* Notes ****** Vel = 7.70 K Factor= 7.22 Vel = 13.68 Vel = 7.91 Vel = 11.47 Vel = 17.38 KFactor= 18.14 Vel = 14.85 Vel = 8.58 Vel = 12.70 Vel = 7.07 Vel = 16.76 Vel = 16.76 Vel = 4.30 Vel = 1.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinaJ Calculations -Standard . INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point 7 to 8 8 to 9 9 to 10 10 to 11 11 to 12 12 to TRO TRO to BRO BRO to 01 01 to 02 02 to 03 03 to J A to B B to C Qa Qt 0.0 190.89 0.0 190.89 0.0 190.89 0.0 190.89 0.0 190.89 0.0 190.89 0.0 190.89 0.0 190.89 0.0 190.89 0.0 190.89 0.0 190.89 0.0 190.89 -3.68 -3.68 0.0 -3.68 Dia. "C" Pf/Ft 6.357 120 0.0013 6.357 120 0.0013 6.357 120 0.0013 6.357 120 0.0012 6.357 120 0.0013 8.249 120 0.0004 8.249 120 0.0004 8.249 120 0.0003 7.98 150 0.0003 8.27 140 0.0003 7.98 150 0.0003 7.98 150 0.0 7.98 150 0.0 Fitting or Eqv. Ln . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1E 17.603 0.0 0.0 1T 41 .108 0.0 0.0 1Z 21 .141 2E 42.282 0.0 1L 15.269 0.0 0.0 3E 81 .548 1F 13.591 0.0 2E 56.936 1T 55.354 0.0 1G 6.041 1T 52.855 0.0 2F 27.183 1G 6.041 0.0 1E 27.183 1G 6.041 1T 52.855 Pipe Ftng's Total 9.000 0.0 9.000 9.000 0.0 9.000 9.000 0.0 9.000 9.000 0.0 9.000 0.830 17.603 18.433 106.000 41 .108 147.108 23.000 63.423 86.423 10.000 15.269 25.269 263.000 95.140 358.140 16.000 112.290 128.290 24.000 58.895 82 .895 352.000 33.222 385.222 405.000 86.077 491 .077 Pt Pe Pf 43.555 0.0 0.012 43.567 0.0 0.012 43.579 0.0 0.012 43.591 0.0 0.011 43.602 0.0 0.024 43.626 0.0 0.054 43.680 9.961 0.033 53.674 2.166 0.008 55.848 0.0 0.103 55.951 6.000 0.035 61.986 0.0 0.023 62.009 62.089 0.0 -0.001 62.088 0.0 0.0 Pt Pv Pn Page 7 Date 5/2/07 ******* Notes ****** Vel = 1.93 Vel = 1.93 Vel = 1.93 Vel = 1.93 Vel = 1.93 Vel = 1.15 Vel = 1.15 Vel = 1.15 Vel = 1.22 * Fixed loss = 6 Vel = 1.14 Vel = 1.22 K Factor= 24.24 Vel = 0.02 Vel = 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinaJ Calculations -Standard ~INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point C to D D to E E to TEST C to M M to N N to Q Q to R R to TEST F to G G to H H to J J to K K to L Qa Qt 76.44 72 .76 0.0 72.76 0.0 72.76 0.0 72.76 -76.44 -76.44 129.64 53.2 37.52 90.72 0.0 90.72 0.0 90.72 0.0 90.72 -161 .25 -161.25 0.0 -161.25 0.0 -161 .25 290.89 129.64 0.0 129.64 Dia. "C" Pf/Ft 7.98 150 0.0001 11 .65 150 0.0 11 .65 150 0.0 7.98 150 -0.0001 7.98 150 0.0 7.98 150 0.0001 11 .65 150 0.0 11 .65 150 0.0 7.98 150 -0.0002 7.98 150 -0.0003 7.98 150 -0.0002 7.98 150 0.0001 7.98 150 0.0001 Fitting or Eqv. Ln . 2F 27.183 2T 105.71 4G 24.162 BG 64.398 1T 80.498 0.0 4G 32.199 0.0 0.0 4G 24.162 1F 13.591 0.0 2G 12.081 0.0 0.0 2F 27.183 4G 24.162 1T 52.855 4G 32.199 1T 80.498 1F 17.441 4G 32.199 1F 17.441 0.0 1G 6.041 1T 52.855 1F 13.591 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pipe Ftng's Total 180.000 157.054 337.054 719.000 144.896 863.896 379.000 32.200 411 .200 387.000 37.754 424.754 220.000 12.082 232.082 281.000 104.199 385.199 438.000 130.139 568.139 620.000 49 .641 669.641 107.000 72.487 179.487 7.000 0.0 7.000 42.000 0.0 42 .000 93.000 0.0 93.000 54.000 0.0 54.000 Pt Pe Pf 62.088 0.0 0.017 62.105 0.0 0.006 62.111 1.732 0.004 63.847 62.088 0.0 -0.022 62.066 0.0 0.006 62.072 0.0 0.028 62.100 0.0 0.007 62.107 1.732 0.008 63.847 62.057 0.0 -0.037 62.020 0.0 -0.002 62.018 0.0 -0.009 62.009 0.0 0.013 62.022 0.0 0.008 Pt Pv Pn Page 8 Date 5/2/07 ******* Notes ****** Vel = 0.47 Vel = 0.22 Vel = 0.22 K Factor= 9.11 Vel = 0.49 Vel = 0.34 Vel = 0.58 Vel = 0.27 Vel = 0.27 K Factor= 11 .35 Vel = 1.03 Vel = 1.03 Vel = 1.03 Qa = 100 Vel = 0.83 Vel = 0.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finq_l Calculations -Standard ~INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point L to M N to p p to F F to A A to TEST Qa Qt 0.0 129.64 0.0 129.64 -37.52 -37.52 0.0 -37.52 161.25 123.73 3.68 127.41 0.0 127.41 Dia. "C" Pf/Ft 7.98 150 0.0001 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0001 7.98 150 0.0001 Fitting or Eqv. Ln . 1G 6.041 1T 52.855 0.0 1F 13.591 1G 6.041 1T 52.855 SF 67.957 1G 6.041 1T 52.855 2F 27.183 2G 12.081 1T 52 .855 2G 12.081 1T 52 .855 0.0 Pipe Ftng's Total 200.000 58.895 258.895 64.000 72.487 136.487 812.000 126.852 938.852 153.000 92 .119 245.119 125.000 64.937 189.937 Pt Pe Pf 62.030 0.0 0.036 62.066 62.072 0.0 -0.002 62.070 0.0 -0.013 62.057 0.0 0.032 62 .089 1.732 0.026 63.847 Pt Pv Pn Page 9 Date 5/2/07 ******* Notes ****** Vel = 0.83 K Factor= 16.46 Vel = 0.24 Vel = 0.24 Vel = 0.79 Vel = 0.82 K Factor= 15.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087