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6102 INNOVATION WAY; BLDG N; AS070155; Permit
8/31/22, 8:53 AM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: AS070155 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS070155 6102 INNOVATION Status: ISSUED WY SPRINK Applied 6/7/2007 2132621000 Approved: 6/7/2007 0 Issued: 6/7/2007 Inspector: Project Title: TOWERS @ BRESSI, BLDG. N THREE FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: INDUSTRIAL FIRE SPRINKLER CO., 3845 IMPERIAL AV SAN DIEGO CA 619-266-6030 EFee_s_($_) _ _,_ 186 Add'I Fees ($) 0 Owner: PALOMAR AIRPORT ROAD LLC 9171 TOWNE CENTRE DR #460 SAN DIEGO CA Total($) 186 Balance($) 0 1/1 05-10-07 10:00am From-Industrial Fire Sprinkler 619 266 6035 T-026 P.001/001 F-5 14 /15070)t:i'J CARLSBAD FIRE PREVENTION DIVISION Permit Application Form A. Chedc or fill in pertinent information for type Qf perm.it you ere submitting. AS -Automatif; Sprinkkrs (Check off type of pl,tms being submitted) X NewSysrem-Bowmao.ySevels? ~se,ve.n"') __ Tenant Improvement __ Residential -How ntany systems and/or buildings? __ Underground for approval --Underground included for re:ferci~1ce only . Tomi Fees / f b · {Jc) . . . -:!J -e!i-l;J-1~ FA-Fire .Alarm . 25 Devices or less --Over 26 devices __ # of devices~- ·Monit.oring Sys~ ___ Total Fees __ _ F'S-Fixed Syste.m:1 (Circle OM) Hood & Doct, Special Chemical Agent Suppression System,. Standpipe, Sptuy.&oth -. . Total Fees·_.-__ _ .Repeated Inspection fee b $73.00. , a ; NameofProjectj)e Towers at BTB??i ei~nch 0?/an Cac;.) C. Address of job si~: G~£i~lo)klW, ~#N{gl,~fi~Jf ~; - Buildipg Permit# CB C?fr?Pfi)~%{)~'3~4, ~1'£:/4,0/o 13/d:8 D. Conttactor lnformatiOll {!A" 6 _3£,0 ,1 l?. -/-, ~£, )I -~/t9c:J ~,---;;- N!Dtle lndldfi'r:/PI Fire Sf!r{nk.ler Co~lnc.. . AddRss . · pg46 Imperial Ave.. city,State,Zip S an Diego CA 12113 PbonebJq ... /Jh(p-/c0.30 FAX ;?Up -fu,O=FS Kind ofLicense and Number C.-Jb · • ~ Of34: , ~---0 ·. p~ Pf! f!J -1~~:.A:/\ ·0o you currendy have a btJsiness license on filo with the City of Carlsbad? lj;i CJ! No . /. /. . · 0/5/tlj L-,""-c.-~ /1...o ( tf :J-/ e;op. '11'qO/Pt{ sipdun, ~MV\.~ n.r.o 6-: /Q-Q7 _...,_atleaotl:-::..X::::::,~,..i.,,;........,.,.tmdlo,._al. Wewm contact yo11 by telephone whea the pwj, are approved/disapproved. 'i1aank you! l P/atJ~ d e/i'llerec/ fD Par6/ej Consulfirq-~ -··· Pamlt Annlicatlnn Form doc ---~no-~l">~AnlL..£ --- June 6, 2007 Mr. James Weigand P &r§Iley Con§uilting 350 Wes( 9f11 Avenue, Suite L Escondi<lo, California 92025-5053 Telephone (760) 745-6181 Fa.x(760) 745-0537 City of Carlsbad Fire Department Office of Fire Protection Services 1635 Faraday Avenue Carlsbad, California 92008 Subject: Plan Review for Towers at Bressi Ranch, 6186 Innovation Way, Carlsbad, CA Dear Mr. Weigand: We have reviewed the submittal as prepared by Industrial Fire. Based on our review it is our opinion that the submittal is in substantial conformance with the applicable codes and standards in force at this time, including local adopted ordinances. Further submittal should not be required. We had no comments. Sincerely, ~ EY CONSUL_TJNG 'tdtv~.p~ enneth W. agone~T Office Manager Encl (1) Working Drawings -3 sets (2) Hydraulic Calculations -3 sets ,Note: A copy of this letter has been transmitted via fax to Indu~!fial Fire on June~ 6, 2007 lile:IC:IREVIEWS\Rcv207242.002.1.wpd ---...-------------------------------------· Job Name Building Location System Contract Data File CARLSBAD ... Fir-e Prntection by Computer-Design INDUSTRIAL FIRE SPRINKLER CO. 3845 IMPERIAL AVE. SAN DIEGO, CA 92113 619-266-6030 : TOWERS AT BRESSI : BUILDING N : 6102 INNOVATION WAY : REMOTE AREA 1 : Towers-N1 .wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 > CL c::, ~ ...., ..,J -I.I.. INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hydraulic Design Information Sheet Page Date Name -TOWERS AT BRESSI Location -6102 INNOVATION WAY Buildi ng -BUILDING N Contractor -INDUSTRIAL FIRE SPRINKELR co. Cal c u lated By -M.G. Date -5/2/07 System No . -REMOTE AREAl Contract No . - Construction: (X) Combustible ( ) Non-Combust i b le Occupancy -EXTRA Drawing No . -FP-5 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 2 31C ( ) Figur e Curve Specific Rul ing Area of Sprinkler Operation -3000 Density -.45 Area Per Sprin kler -90 Elevation at Highest Ou tlet -28'-8" Hose Allowance -Inside Rack Sprinkler Al lowance Hose All owance -Outside -500 Note Made By System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Date Spri nkl er/Nozzle Make RELIABLE Model G VELO Size 3/4" K-Factor 14.0 Temp .Rat .286 Calculation Flow Required -Press Required - Summar y C-Factor Used: 120 Overhead 150 Under g r ound w A T E R s u p p L y C 0 M M s T 0 R A G E Water Flow Test : Date of Test Time of Test Static Press -1/31/07 -75 Residual Press -74 Flow -1780 Elevation -385.0 Pump Data : Rated Cap.- @ Press Elev. Tank o r Reservoir : Cap. - Elev.- Well Proof Flow Location -GATEWAY RD & INNOVAT I ON WAY Source of Information -PERFORMED BY I .F .S ., WITNESSED BY CARLSBAD WATER DIST Commodity Storage Ht. Storage Method: Solid Piled Class Location Area Aisle W. % Palletized % Rack R Single Row Double Row Mult. Row Conven. Pallet Slave Pallet ( ) Auto . Storage ( ) Solid Shelf Encap. Non A C K Flue Spacing Longitudinal Hor izontal Barriers Provided: ( ) Open Shelf Clearance :Storage to Ceiling Transverse 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 Sup~y: C 1 -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 l+et U 70 R60 E 50 40 30 20~ 10 ~ ~ 300 600 900 1200 _,-CZ D2 ===r n-:t 1500 1800 2100 2400 FLOW ( N "1.85) Page 2 Date 5/2/07 Demand: D1 -Elevation D2 -System Flow D2 -S(stem Pressure Hose Adj City ) Hose Demand ) D3 -System Demand Safety Margin 2700 12.703 1646.84 51 .749 . 500 : 2146.84 : 21 .837 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 Pr~ssure / 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. 60 28.33 14 9.15 na 42.35 0.45 90 7.0 57 27.875 14 10.71 na 45.82 0.45 90 7.0 58 27.875 14 10.77 na 45.94 0.45 90 7.0 59 27.875 14 10.96 na 46.36 0.45 90 7.0 54 27.67 14 10.89 na 46.2 0.45 90 7.0 55 27.67 14 10.95 na 46.32 0.45 90 7.0 56 27.67 14 11 .15 na 46.74 0.45 90 7.0 52 28.08 14 13.07 na 50.61 0.45 90 7.0 53 28.08 14 13.14 na 50.74 0.45 90 7.0 50 27.875 14 13.19 na 50.85 0.45 90 7.0 51 27.875 14 13.26 na 50.97 0.45 90 7.0 49 27.67 14 10.68 na 45.76 0.45 90 7.0 48 27.67 14 10.85 na 46.1 0.45 90 7.0 46 27.67 14 11 .58 na 47.63 0.45 90 7.0 47 27.67 15.24 na 43 28.08 14 10.59 na 45.56 0.45 90 7.0 44 28.08 14 10.65 na 45.68 0.45 90 7.0 45 28.08 14 10.84 na 46.1 0.45 90 7.0 37 28.33 14 8.37 na 40.5 0.45 90 7.0 38 28.33 11.01 na 39 28.33 12.02 na 40 28.33 14.65 na 41 24.0 17.48 na 42 24.0 17.49 na 33 27.875 14 10.69 na 45.77 0.45 90 7.0 34 27.875 14 10.74 na 45.89 0.45 90 7.0 35 27.875 14 10.94 na 46.3 0.45 90 7.0 36 27.875 12.02 na 29 27.67 14 10.87 na 46.15 0.45 90 7.0 30 27.67 14 10.92 na 46.27 0.45 90 7.0 31 27.67 14 11.12 na 46.69 0.45 90 7.0 32 27.67 12.22 na 25 28.08 14 12.26 na 49.02 0.45 90 7.0 26 28.08 14 12.33 na 49.15 0.45 90 7.0 27 28.08 14 12.55 na 49.59 0.45 90 7.0 28 28.08 13.75 na 21 27.875 14 12.37 na 49.25 0.45 90 7.0 22 27.875 14 12.44 na 49.38 0.45 90 7.0 23 27.875 14 12.66 na 49.82 0.45 90 7.0 24 27.875 13.87 na 16 27.67 14 12.21 na 48.93 0.45 90 7.0 17 27.67 14.03 na 18 27.67 14.09 na 19 27.67 14.3 na 20 27.67 15.4 na 9 28.08 14 10.57 na 45.51 0.45 90 7.0 10 28.08 14 10.62 na 45.63 0.45 90 7.0 11 28.08 14 10.82 na 46.05 0.45 90 7.0 12 28.08 11.89 na 13 24.0 17.49 na 14 24.0 17.54 na 15 24.0 17.67 na 1 28.33 14 11 .37 na 47.2 0.45 90 7.0 2 28.33 14.87 na 3 28.33 16.5 na 4 24.0 18.71 na 5 24.0 18.72 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. 6 24.0 18.72 na 7 24.0 18.75 na 8 24.0 18.86 na TRN 24.0 19.91 na CR 1.5 32.48 na BRN 1.0 33.63 na N1 -4.0 36.29 na N2 -4.0 40.2 na N3 -4.0 46.58 na A -4.0 52.0 na B -4.0 52.0 na C -4.0 52.0 na D -4.0 52.66 na E -4.0 52.92 na TEST -1 .0 51 .75 na M -4.0 51.18 na N -4.0 51.39 na Q -4.0 52.49 na R -4.0 52.75 na F -4.0 50.64 na G -4.0 48.95 na 500.0 H -4.0 48.99 na j -4.0 49.19 na K -4.0 49.65 na L -4.0 49.9 1 na p -4.0 51 .29 na The maximum velocity is 18.16 and it occurs in the pipe between nodes 16 and 17 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 60 to 39 57 to 58 58 to 59 59 to 36 54 to 55 55 to 56 56 to 32 52 to 53 53 to 28 50 to 51 51 to 24 Qa Qt 42.35 42.35 0.0 42.35 45.82 45.82 45.93 91 .75 46.36 138.11 0.0 138.11 46.20 46.2 46.32 92.52 46.75 139.27 0.0 139.27 50.61 50.61 50.75 101 .36 0.0 101.36 50.85 50.85 50.97 101 .82 Dia. "C" Pf/Ft 1.049 120 0.5215 2.635 120 0.0068 2.635 120 0.0245 2.635 120 0.0524 2.635 120 0.0070 2.635 120 0.0249 2.635 120 0.0532 2.635 120 0.0081 2.635 120 0.0295 2.635 120 0.0082 2.635 120 0.0298 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 1T 16.474 0.0 0.0 0.0 0.0 0.0 1T 16.474 0.0 0.0 Pipe Ftng's Total 0.500 5.000 5.500 8.330 0.0 8.330 8.000 0.0 8.000 3.750 16.474 20.224 8 .330 0 .0 8.330 8.000 0.0 8.000 3.750 16.474 20.224 8.000 0.0 8.000 4.250 16.474 20.724 8.000 0.0 8.000 4.250 16.474 20.724 Pt Pe Pf 9.151 0.0 2.868 12.019 10.710 0.0 0.057 10.767 0.0 0.196 10.963 0.0 1.059 12.022 10.890 0.0 0.058 10.948 0.0 0.199 11 .147 0.0 1.075 12.222 13.071 0.0 0.065 13.136 0.0 0.612 13.748 13.191 0.0 0.066 13.257 0.0 0.617 Pt Pv Pn Page 6 Date 5/2/07 ******* Notes ****** K Factor= 14.00 Vel= 15.72 K Factor= 12.22 K Factor= 14.00 Vel = 2.70 K Factor= 14.00 Vel = 5.40 K Factor= 14.00 Vel = 8.13 K Factor= 39.83 K Factor= 14.00 Vel = 2.72 K Factor= 14.00 Vel = 5.44 K Factor= 14.00 Vel = 8.19 K Factor= 39.84 K Factor= 14.00 Vel = 2.98 K Factor= 14.00 Vel = 5.96 K Factor= 27.34 K Factor= 14.00 Vel = 2.99 K Factor= 14.00 Vel = 5.99 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 49 to 18 48 to 19 46 to 47 47 to 20 43 to 44 44 to 45 45 to 12 37 to 38 38 to 39 39 to 40 40 to 41 Qa Qt 0.0 101 .82 45.76 45.76 0.0 45.76 46.10 46.1 0.0 46.10 47.63 47.63 0.0 47.63 0.0 47.63 45.56 45.56 45.68 91 .24 46.10 137.34 0.0 137.34 40.50 40.5 0.0 40.5 42.35 82.85 0.0 82.85 Dia. "C" Pf/Ft 1.049 120 0.6018 1.049 120 0.6101 1.049 120 0.6481 2.635 120 0.0073 2.635 120 0.0067 2.635 120 0.0244 2.635 120 0.0518 1.049 120 0.4800 1.38 120 0.1262 1.61 120 0.2240 2.067 120 0.0664 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 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 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 Pipe Ftng's Total 0.660 5.000 5.660 0.660 5.000 5.660 0.660 5.000 5.660 4.250 16.474 20.724 8.330 0.0 8.330 8.000 0.0 8.000 3.750 16.474 20.224 0.500 5.000 5.500 8.000 0.0 8.000 3.750 8.000 11 .750 4.330 10.000 14.330 Pt Pe Pf 13.874 10.684 0.0 3.406 14.090 10.845 0.0 3.453 14.298 11 .576 0.0 3.668 15.244 0.0 0.151 15.395 10.590 0.0 0.056 10.646 0.0 0.195 10.841 0.0 1.048 11 .889 8.369 0.0 2.640 11 .009 0.0 1.010 12.019 0.0 2.632 14.651 1.875 0.951 Pt Pv Pn Page 7 Date 5/2/07 ******* Notes ****** K Factor= 27.34 K Factor= 14.00 Vel = 16.99 K Factor= 12.19 K Factor= 14.00 Vel= 17.11 KFactor= 12.19 K Factor= 14.00 Vel = 17.68 Vel = 2.80 KFactor= 12.14 K Factor= 14.00 Vel = 2.68 K Factor= 14.00 Vel = 5.37 K Factor= 14.00 Vel = 8.08 K Factor= 39.83 K Factor= 14.00 Vel = 15.03 Vel = 8.69 Vel = 13.06 Vel = 7.92 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 41 to 42 42 to 13 33 to 34 34 to 35 35 to 36 36 to 14 29 to 30 30 to 31 31 to 32 32 to 15 25 to 26 26 to 27 Qa Qt 0.0 82.85 0.0 82.85 0.0 82.85 45.77 45.77 45.88 91 .65 46.31 137.96 138.11 276.07 0.0 276.07 46.15 46.15 46.27 92.42 46.69 139.11 139.27 278.38 0.0 278.38 49.02 49.02 49.15 98.17 Dia. "C" Pf/Ft 4.26 120 0.0019 6.357 120 0.0003 2.635 120 0.0067 2.635 120 0.0245 2.635 120 0.0523 2.635 120 0.1885 2.635 120 0.0070 2.635 120 0.0249 2.635 120 0.0530 2.635 120 0.1915 2.635 120 0.0078 2.635 120 0.0278 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 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 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 Pipe Ftng's Total 6.250 0.0 6.250 3.870 0.0 3.870 8.330 0.0 8.330 8.000 0.0 8.000 4.250 16.474 20.724 3.875 16.474 20.349 8.330 0.0 8.330 8.000 0.0 8.000 4.250 16.474 20.724 3.670 16.474 20.144 8.330 0.0 8.330 8.000 0.0 8.000 Pt Pe Pf 17.477 0.0 0.012 17.489 0.0 0.001 17.490 10.687 0.0 0.056 10.743 0.0 0.196 10.939 0.0 1.083 12.022 1.678 3.836 17.536 10.866 0.0 0.058 10.924 0.0 0.199 11 .123 0.0 1.099 12.222 1.589 3.857 17.668 12.261 0.0 0.065 12.326 0.0 0.222 Pt Pv Pn Page 8 Date 5/2/07 ******* Notes ****** Vel = 1.86 Vel = 0.84 K Factor= 19.81 K Factor= 14.00 Vel = 2.69 K Factor= 14.00 Vel = 5.39 K Factor= 14.00 Vel = 8.12 Vel = 16.24 K Factor= 65.93 K Factor= 14.00 Vel = 2.72 K Factor= 14.00 Vel = 5.44 K Factor= 14.00 Vel = 8.18 Vel = 16.38 K Factor= 66.23 K Factor= 14.00 Vel = 2.88 K Factor= 14.00 Vel = 5.78 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 27 to 28 28 to 6 21 to 22 22 to 23 23 to 24 24 to 7 16 to 17 17 to 18 18 to 19 19 to 20 20 to 8 9 to 10 Qa Qt 49.60 147.77 101 .35 249.12 0.0 249.12 49.25 49.25 49.38 98.63 49.82 148.45 101 .82 250.27 0.0 250.27 48.93 48.93 0.0 48.93 45.76 94.69 46.11 140.8 47.63 188.43 0.0 188.43 45.51 45.51 Dia. "C" Pf/Ft 2.635 120 0.0593 2.635 120 0.1559 2.635 120 0.0078 2.635 120 0.0280 2.635 120 0.0598 2.635 120 0.1573 1.049 120 0.6808 2.635 120 0.0077 2.635 120 0.0260 2.635 120 0.0542 2.635 120 0.0930 2.635 120 0.0067 Fitting or Eqv. Ln. 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 1T 16.474 0.0 0.0 1T 16.474 0.0 0.0 1E 2.0 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 Pipe Ftng's Total 3.750 16.474 20.224 4.080 16.474 20.554 8.330 0 .0 8.330 8.000 0.0 8.000 3.750 16.474 20.224 3.875 16.474 20.349 0.660 2.000 2.660 8.330 0.0 8.330 8.000 0.0 8.000 3.750 16.474 20.224 3.670 16.474 20.144 8.330 0.0 8.330 Pt Pe Pf 12.548 0.0 1.200 13.748 1.767 3.204 18.719 12.375 0.0 0.065 12.440 0.0 0.224 12.664 0.0 1.210 13.874 1.678 3.200 18.752 12.215 0.0 1.811 14.026 0.0 0.064 14.090 0.0 0.208 14.298 0.0 1.097 15.395 1.589 1.874 18.858 10.567 0.0 0.056 Pt Pv Pn Page 9 Date 5/2/07 ******* Notes ****** K Factor= 14.00 Vel = 8.69 Vel = 14.66 K Factor= 57.58 K Factor= 14.00 Vel = 2.90 K Factor= 14.00 Vel = 5.80 K Factor= 14.00 Vel = 8.73 Vel = 14.72 K Factor= 57.79 K Factor= 14.00 Vel = 18.16 Vel = 2.88 Vel = 5.57 Vel = 8.28 Vel = 11 .09 K Factor= 43.39 K Factor= 14.00 Vel = 2.68 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 10 to 11 11 to 12 12 to 13 13 to 14 14 to 15 15 to TRN 1 to 2 2 to 3 3 to 4 4 to 5 5 to 6 6 to 7 7 to 8 Qa Qt 45.63 91.14 46.05 137.19 137.33 274.52 82.85 357.37 276.07 633.44 278.38 911 .82 0.0 911 .82 47.20 47.2 0.0 47.2 0.0 47.2 0.0 47.2 0.0 47.2 249.12 296.32 250.27 546.59 Dia. "C" Pf/Ft 2.635 120 0.0242 2.635 120 0.0517 2.635 120 0.1865 6.357 120 0.0042 6.357 120 0.0120 6.357 120 0.0236 1.049 120 0.6373 1.38 120 0.1675 2.067 120 0.0234 4.26 120 0.0008 6.357 120 0.0 6.357 120 0.0030 6.357 120 0.0091 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 1E 17.603 1T 37.72 0.0 1T 5.0 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 0.0 0.0 0.0 Pipe Ftng's Total 8.000 0.0 8.000 4.250 16.474 20.724 4.080 16.474 20.554 11.000 0.0 11.000 11.000 0.0 11.000 39.580 55.323 94.903 0.500 5.000 5.500 3.750 6.000 9.750 4.330 10.000 14.330 6.250 0.0 6.250 3.870 0.0 3.870 11 .000 0.0 11 .000 11 .660 0.0 11 .660 Pt Pe Pf 10.623 0.0 0.194 10.817 0.0 1.072 11.889 1.767 3.834 17.490 0.0 0.046 17.536 0.0 0.132 17.668 0.0 2.239 19.907 11.365 0.0 3.505 14.870 0.0 1.633 16.503 1.875 0.336 18.714 0.0 0.005 18.719 0.0 0.0 18.719 0.0 0.033 18.752 0.0 0.106 Pt Pv Pn Page 10 Date 5/2/07 ******* Notes ****** K Factor= 14.00 Vel = 5.36 K Factor= 14.00 Vel = 8.07 Vel = 16.15 Vel = 3.61 Vel = 6.40 Vel = 9.22 K Factor= 204.36 K Factor= 14.00 Vel = 17.52 Vel= 10.12 Vel = 4.51 Vel = 1.06 Vel = 0.48 Vel = 3.00 Vel = 5.53 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 8 to TRN TRN to CR CR to BRN BRN to N1 N1 to N2 N2 to N3 N3 to G A to B B to C C to D D to E E to TEST C to M Qa Qt 188.43 735.02 911 .82 1646.84 0.0 1646.84 0.0 1646.84 0.0 1646.84 0.0 1646.84 0.0 1646.84 0.0 1646.84 3.57 3.57 0.0 3.57 534.81 538.38 0.0 538.38 0.0 538.38 0.0 538.38 -534.80 -534.8 Dia. "C" Pf/Ft 6.357 120 0.0158 6.357 120 0.0704 8.249 120 0.0198 8.249 120 0.0197 7.98 150 0.0154 8.27 140 0.0147 7.98 150 0.0154 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0019 11 .65 150 0.0003 11 .65 150 0.0003 7 .98 150 -0.0019 Fitting or Eqv. Ln. 1E 17.603 1T 37.72 0.0 1Z 17.603 0.0 0.0 2E 42.282 0.0 0.0 1L 15.269 0.0 0.0 3E 81 .548 0.0 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 2F 27.183 2T 105.71 4G 24.162 8G 64.398 1T 80.498 0.0 4G 32.199 0.0 0.0 4G 24.162 1F 13.591 0.0 Pipe Ftng's Total 10.910 55.323 66.233 22.500 17.603 40.103 5.000 42.282 47.282 10.000 15.269 25.269 172.000 81.548 253.548 16.000 112.290 128.290 95.000 58.895 153.895 352.000 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 Pt Pe Pf 18.858 0.0 1.049 19.907 9.745 2.823 32.475 0.217 0.936 33.628 2.166 0.499 36.293 0.0 3.904 40.197 4.500 1.886 46.583 0.0 2.369 48.952 51.999 0.0 0.0 51 .999 0.0 0.0 51 .999 0.0 0.656 52.655 0.0 0.266 52.921 -1 .299 0.127 51 .749 51.999 0.0 -0.816 Pt Pv Pn Page 11 Date 5/2/07 ******* Notes ****** Vel = 7.43 Vel = 16.65 Vel = 9.89 Vel = 9.89 Vel = 10.56 * Fixed loss = 4.5 Vel = 9.84 Vel = 10.56 K Factor= 235.38 Vel = 0.02 Vel = 0.02 Vel = 3.45 Vel = 1.62 Vel = 1.62 K Factor= 74.84 Vel = 3.43 Computer Programs by Hydratec Inc. Route 11 1 Windham N.H. USA 03087 Fi11al Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point 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 L to M N to p p to F F to A Qa Qt 887.17 352.37 309.89 662.26 0.0 662.26 0.0 662.26 0.0 662.26 -1259.67 -1259.67 2146.84 887.17 0.0 887.17 0.0 887.1 7 0.0 887.17 0.0 887.17 0.0 887.17 -309.89 -309.89 0.0 -309.89 1259.67 949.78 Dia. "C" Pf/Ft 7.98 150 0.0009 7.98 150 0.0029 11 .65 150 0.0005 11 .65 150 0.0005 7.98 150 -0.0094 7.98 150 0.0050 7.98 150 0.0049 7.98 150 0.0049 7.98 150 0.0049 7.98 150 0.0049 7.98 150 -0.0007 7.98 150 -0.0007 7.98 150 0.0056 Fitting or Eqv. Ln. 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 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 Pipe Ftng's Total 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 54.000 200.000 58.895 258.895 64.000 72.487 136.487 812.000 126.852 938.852 153.000 92.119 245.119 Pt Pe Pf 51 .183 0.0 0.206 51 .389 0.0 1.099 52.488 0.0 0.257 52.745 -1.299 0.303 51 .749 50.636 0.0 -1 .684 48.952 0.0 0.035 48.987 0.0 0.206 49.193 0.0 0.456 49.649 0.0 0.264 49.913 0.0 1.270 51 .183 51 .389 0.0 -0.096 51.293 0.0 -0.657 50.636 0.0 1.363 Pt Pv Pn Page 12 Date 5/2/07 ******* Notes ****** Vel = 2.26 Vel = 4.25 Vel = 1.99 Vel = 1.99 K Factor= 92.06 Vel = 8.08 Qa = 500 Vel = 5.69 Vel = 5.69 Vel = 5.69 Vel = 5.69 Vel = 5.69 K Factor= 124.01 Vel = 1.99 Vel = 1.99 Vel = 6.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finpi Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point A to TEST Qa Qt -3.58 946.2 0.0 946.20 Dia. "C" Pf/Ft 7.98 150 0.0055 Fitting or Eqv. Ln. 2G 12.081 1T 52.855 0.0 Pipe Ftng's Total 125.000 64.937 189.937 Pt Pe Pf 51.999 -1.299 1.049 51 .749 Pt Pv Pn Page 13 Date 5/2/07 ******* Notes ****** Vel = 6.07 K Factor= 131 .53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Job Name Building Location System Contract Data File CARLSBAD ... Fi.-e Protection by Compute.-Design INDUSTRIAL FIRE SPRINKLER CO. 3845 IMPERIAL AVE. SAN DIEGO, CA 92113 619-266-6030 : TOWERS AT BRESSI : BUILDING N : 6102 INNOVATION WAY : REMOTE AREA2 : Towers-N2.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 -6102 INNOVATION WAY Building -BUILDING N 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-5 Ceiling Height -VARIES s y s T E M D E s I G N (X) NFPA 13 ( ) NFPA 231 Other Lt. Haz. NFPA 231C Ord.Raz .Gp . ( ) 1 (X) 2 ( ) 3 ( ) Ex .Raz . ( ) Figure Curve Specific Ruling Made By Date Area of Sprinkler Operation -3000 Density -.17 Area Per Sprinkler -126 MAX. Elevation at Highest Outlet -16'-10" Hose Allowance -Inside Rack Sprinkler Allowance Hose Allowance -Outside -250 Note System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprin kler/Nozzle Make GLOBE Model GL Size 1/2" K-Factor 5 .6 Temp .Rat.200 Calculation Flow Requir ed -Press Required - summary C-Factor Used: 120 Overhead 150 Underground w A T E R s u 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 P Location -GATEWAY RD & INNOVATION WAY p L Source of Information -PERFORMED BY I .F.S ., WITNESSED BY CARLSBAD WATER DIST y C 0 M M s T 0 R A G E Commodity Storage Ht. Storage Method: R A C K 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 Supr2ly: C1 -Static Pressure . 75 C2 -Residual Pressure: 7 4 C2 -Residual Flow 1780 Page 2 Date 5/2/07 Demand: D1 -Elevation D2 -System Flow D2 -S(stem Pressure Hose Adj City ) Hose Demand ) D3 -System Demand Safety Margin : 7.289 : 654.386 : 51.984 25U . 904.386 : 22.730 150 140 t I I I I 130 I I p 120 I I R 110 I E 100 I S 90 S 80 U 70 R60 E 50 40 30 20 10 _...._ v ·1 =r 7 X V Q1 200 400 600 -e-:cz D2 n~ 800 1000 1200 1400 1600 1800 FLOW ( N r. 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 Press~re I 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. 168 15.33 5.6 16.02 na 22.41 0.17 126 7.0 167 15.33 5.6 17.56 na 23.46 0.17 126 7.0 166 15.83 5.6 15.09 na 21 .75 0.17 126 7.0 165 15.83 5.6 16.75 na 22.92 0.17 126 7.0 164 16.33 5.6 15.11 na 21.77 0.17 126 7.0 163 16.33 5.6 16.78 na 22.94 0.17 126 7.0 162 16.83 5.6 15.22 na 21.85 0.17 126 7.0 161 16.83 5.6 16.9 na 23.02 0.17 126 7.0 160 14.83 5.6 19.63 na 24.81 0.17 126 7.0 159 15.33 5.6 15.18 na 21.82 0.17 126 7.0 158 15.33 5.6 16.86 na 22.99 0.17 126 7.0 154 15.33 5.6 15.97 na 22.38 0.17 126 7.0 155 15.33 16.37 na 156 15.33 16.9 na 157 15.33 18.52 na 153 15.83 5.6 15.92 na 22.34 0.17 126 7.0 152 15.83 5.6 17.45 na 23.39 0.17 126 7.0 148 15.83 5.6 14.63 na 21.42 0.17 126 7.0 149 15.83 15.44 na 150 15.83 15.92 na 151 15.83 17.67 na 147 16.33 5.6 15.94 na 22.36 0.17 126 7.0 146 16.33 5.6 17.48 na 23.41 0.17 126 7.0 142 16.33 5.6 14.66 na 21.44 0.17 126 7.0 143 16.33 15.47 na 144 16.33 15.95 na 145 16.33 17.7 na 141-16.83 5.6 16.06 na 22.44 0.17 126 7.0 140 16.83 5.6 17.6 na 23.5 0.17 126 7.0 136 16.83 5.6 14.76 na 21.52 0.17 126 7.0 137 16.83 15.58 na 138 16.83 16.07 na 139 16.83 17.83 na 135 14.83 5.6 15.69 na 22.18 0.17 126 7.0 134 14.83 5.6 17.42 na 23.37 0.17 126 7.0 131 14.83 5.6 19.12 na 24.49 0.17 126 7.0 132 14.83 20.16 na 133 14.83 20.69 na 126 15.33 5.6 14.72 na 21.49 0.17 126 7.0 127 15.33 15.54 na 128 15.33 16.02 na 129 15.33 17.78 na 130 15.33 21.75 na 121 15.83 5.6 15.87 na 22.31 0.17 126 7.0 122 15.83 16.27 na 123 15.83 16.8 na 124 15.83 18.4 na 125 15.83 21 .62 na 116 16.33 5.6 15.9 na 22.33 0.17 126 7.0 117 16.33 16.3 na 118 16.33 16.82 na 119 16.33 18.43 na 120 16.33 21.65 na 111 16.83 5.6 16.02 na 22.41 0.17 126 7.0 112 16.83 16.42 na 113 16.83 16.95 na 114 16.83 18.57 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow ~ummary -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. 115 16.83 21.81 na 101 14.83 5.6 15.22 na 21.85 0.17 126 7.0 102 14.83 16.06 na 103 14.83 16.56 na 104 14.83 18.38 na 105 14.83 22.46 na 106 13.0 24.74 na 107 13.0 24.77 na 108 13.0 24.92 na 109 13.0 25.25 na 110 13.0 25.72 na 42 24.0 32.04 na 13 24.0 32.08 na 14 24.0 32.23 na 15 24.0 32.37 na TRN 24.0 33.58 na CR 1.5 43.83 na BRN 1.0 44.22 na N1 -4.0 46.48 na N2 -4.0 47.18 na N3 -4.0 52.03 na A -4.0 53.07 na B -4.0 53.07 na C -4.0 53.07 na D -4.0 53.2 na E -4.0 53.26 na TEST -1.0 51.98 na M -4.0 52.91 na N -4.0 52.95 na Q -4.0 53.17 na R -4.0 53.22 na F -4.0 52.8 na G -4.0 52.46 na 250.0 H -4.0 52.46 na J -4.0 52.5 na K -4.0 52.6 na L -4.0 52.65 na p -4.0 52.93 na The maximum velocity is 14.73 and it occurs in the pipe between nodes 110 and 42 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 168 to 156 167 to 157 166 to 150 165 to 151 164 to 144 163 to 145 162 to 138 161 to 139 160 to 133 Qa Qt 22.41 22.41 0.0 22.41 23.46 23.46 0.0 23.46 21 .75 21 .75 0.0 21.75 22.92 22.92 0.0 22.92 21 .77 21 .77 0.0 21 .77 22.94 22.94 0.0 22.94 21.85 21 .85 0.0 21 .85 23.02 23.02 0.0 23.02 24.81 24.81 Dia. "C" Pf/Ft 1.049 120 0.1605 1.049 120 0.1749 1.049 120 0.1520 1.049 120 0.1675 1.049 120 0.1522 1.049 120 0.1676 1.049 120 0.1533 1.049 120 0.1689 1.049 120 0.1938 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 16.018 0.0 0.883 16.901 17.555 0.0 0.962 18.517 15.086 0.0 0.836 15.922 16.753 0.0 0.921 17.674 15.112 0.0 0.837 15.949 16.782 0.0 0.922 17.704 15.223 0.0 0.843 16.066 16.904 0.0 0.929 17.833 19.627 0.0 1.066 Pt Pv Pn Page 6 Date 5/2/07 ******* Notes ****** K Factor= 5.60 Vel = 8.32 K Factor= 5.45 K Factor= 5.60 Vel = 8.71 K Factor= 5.45 K Factor= 5.60 Vel = 8.07 K Factor= 5.45 K Factor= 5.60 Vel = 8.51 K Factor= 5.45 K Factor= 5.60 Vel = 8.08 K Factor= 5.45 K Factor= 5.60 Vel = 8.52 K Factor= 5.45 K Factor= 5.60 Vel = 8.11 K Factor= 5.45 K Factor= 5.60 Vel = 8.55 K Factor= 5.45 K Factor= 5.60 Vel = 9.21 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 159 to 128 158 to 129 154 to 155 155 to 156 156 to 157 157 to 130 153 to 123 152 to 124 148 to 149 149 to 150 Qa Qt 0.0 24.81 21.82 21 .82 0.0 21 .82 22.99 22.99 0.0 22.99 22.38 22.38 0.0 22.38 22.41 44.79 23.47 68.26 0.0 68.26 22.34 22.34 0.0 22.34 23.39 23.39 0.0 23.39 21.42 21 .42 0.0 21 .42 Dia. "C" Pf/Ft 1.049 120 0.1527 1.049 120 0.1684 1.049 120 0.1604 1.38 120 0.0421 1.38 120 0.1522 1.38 120 0.3316 1.049 120 0.1596 1.049 120 0.1738 1.049 120 0.1476 1.38 120 0.0388 Fitting or Eqv. Ln . 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 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 0.0 0.0 0.0 Pipe Ftng's Total 0.500 5.000 5.500 0.500 5.000 5.500 0.500 2.000 2.500 12.500 0.0 12.500 10.620 0.0 10.620 3.750 6.000 9.750 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 12.330 0.0 12.330 Pt Pe Pf 20.693 15.182 0.0 0.840 16.022 16.858 0.0 0.926 17.784 15.974 0.0 0.401 16.375 0.0 0.526 16.901 0.0 1.616 18.517 0.0 3.233 21 .750 15.918 0.0 0.878 16.796 17.446 0.0 0.956 18.402 14.631 0.0 0.812 15.443 0.0 0.479 Pt Pv Pn Page 7 Date 5/2/07 ******* Notes ****** K Factor= 5.45 K Factor= 5.60 Vel = 8.10 K Factor= 5.45 K Factor= 5.60 Vel = 8.53 K Factor= 5.45 K Factor= 5.60 Vel = 8.31 Vel = 4.80 Vel = 9.61 Vel = 14.64 K Factor= 14.64 K Factor= 5.60 Vel = 8.29 K Factor= 5.45 K Factor= 5.60 Vel = 8.68 K Factor= 5.45 K Factor= 5.60 Vel = 7.95 Vel = 4 .59 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 150 to 151 151 to 125 147 to 118 146 to 119 142 to 143 143 to 144 144 to 145 145 to 120 141 to 113 140 to 114 Qa Qt 21 .75 43.17 22.92 66.09 0.0 66.09 22.36 22.36 0.0 22.36 23.41 23.41 0.0 23.41 21.44 21.44 0.0 21.44 21.77 43.21 22.94 66.15 0.0 66.15 22.44 22.44 0.0 22.44 23.50 23.5 0.0 Dia. "C" Pf/Ft 1.38 120 0.1421 1.38 120 0.3124 1.049 120 0.1598 1.049 120 0.1740 1.049 120 0.1478 1.38 120 0.0389 1.38 120 0.1423 1.38 120 0.3129 1.049 120 0.1609 1.049 120 0.1753 Fitting or Eqv. Ln. 0.0 0.0 0.0 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 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 1T 5.0 0.0 0.0 Pipe Ftng's Total 12.330 0.0 12.330 6.620 6.000 12.620 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 12.330 0.0 12.330 12.330 0.0 12.330 6.620 6.000 12.620 0.500 5.000 5.500 0.500 5.000 5.500 Pt Pe Pf 15.922 0.0 1.752 17.674 0.0 3.943 21.617 15.945 0.0 0.879 16.824 17.476 0.0 0.957 18.433 14.656 0.0 0.813 15.469 0.0 0.480 15.949 0.0 1.755 17.704 0.0 3.949 21 .653 16.062 0.0 0.885 16.947 17.603 0.0 0.964 Pt Pv Pn Page 8 Date 5/2/07 ******* Notes ****** Vel = 9.26 Vel= 14.18 K Factor= 14.21 K Factor= 5.60 Vel = 8.30 K Factor= 5.45 K Factor= 5.60 Vel = 8.69 K Factor= 5.45 K Factor= 5.60 Vel = 7.96 Vel = 4.60 Vel = 9.27 Vel = 14.19 K Factor= 14.22 K Factor= 5.60 Vel = 8.33 K Factor= 5.45 K Factor= 5.60 Vel = 8.72 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 136 to 137 137 to 138 138 to 139 139 to 115 135 to 103 134 to 104 131 to 132 132 to 133 133 to 105 126 to 127 127 to 128 Qa Qt 23.50 21 .52 21 .52 0.0 21 .52 21 .85 43.37 23.02 66.39 0.0 66.39 22.18 22.18 0.0 22.18 23.37 23.37 0.0 23.37 24.49 24.49 0.0 24.49 24.81 49.3 0.0 49.30 21 .49 21.49 0.0 21.49 Dia. "C" Pf/Ft 1.049 120 0.1489 1.38 120 0.0392 1.38 120 0.1433 1.38 120 0.3150 1.049 120 0.1576 1.049 120 0.1736 1.049 120 0.1891 1.38 120 0.0498 1.38 120 0.1816 1.049 120 0.1485 1.38 120 0.0391 Fitting or Eqv. Ln. 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 1T 5.0 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 5.0 0.0 0.0 0.0 0.0 0.0 Pipe Ftng's Total 0.500 5.000 5.500 12.330 0.0 12.330 12.330 0.0 12.330 6.620 6.000 12.620 0.500 5.000 5.500 0.500 5.000 5.500 0.500 5.000 5.500 10.620 0.0 10.620 3.750 6.000 9.750 0.500 5.000 5.500 12.330 0.0 12.330 Pt Pe Pf 18.567 14.764 0.0 0.819 15.583 0.0 0.483 16.066 0.0 1.767 17.833 0.0 3.975 21 .808 15.692 0.0 0.867 16.559 17.421 0.0 0.955 18.376 19.124 0.0 1.040 20.164 0.0 0.529 20.693 0.0 1.771 22.464 14.723 0.0 0.817 15.540 0.0 0.482 Pt Pv Pn Page 9 Date 5/2/07 ******* Notes ****** K Factor= 5.45 K Factor= 5.60 Vel = 7.99 Vel = 4.62 Vel = 9.30 Vel = 14.24 K Factor= 14.22 K Factor= 5.60 Vel = 8.23 K Factor= 5.45 K Factor= 5.60 Vel = 8.68 K Factor= 5.45 K Factor= 5.60 Vel = 9.09 Vel = 5.25 Vel = 10.57 K Factor= 10.40 K Factor = 5.60 Vel = 7.98 Vel = 4.61 Computer Programs by Hydratec Inc. Route 11 1 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point 128 to 129 129 to 130 130 to 107 121 to 122 122 to 123 123 to 124 124 to 125 125 to 108 116 to 117 11 7 to 118 118 to 119 119 to 120 120 to 109 Qa Qt 21.82 43.31 22.99 66.3 68.26 134.56 0.0 134.56 22.31 22.31 0.0 22.31 22.34 44.65 23.39 68.04 66.10 134.14 0.0 134.14 22.33 22.33 0.0 22.33 22.36 44.69 23.41 68.1 66.15 134.25 Dia. Pf/Ft 1.38 120 0.1429 1.38 120 0.3143 2.067 120 0.1627 1.049 120 0.1592 1.38 120 0.0419 1.38 120 0.1512 1.38 120 0.3297 2.067 120 0.1617 1.049 120 0.1596 1.38 120 0.0419 1.38 120 0.1515 1.38 120 0.3303 2.067 120 0.1620 Fitting or Eqv. Ln. 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 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 1E 2.0 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 Pipe Ftng's Total 12.330 0.0 12.330 6.620 6.000 12.620 2.330 10.000 12.330 0.500 2.000 2.500 12.500 0.0 12.500 10.620 0.0 10.620 3.750 6.000 9.750 2.830 10.000 12.830 0.500 2.000 2.500 12.500 0.0 12.500 10.620 0.0 10.620 3.750 6.000 9.750 3.330 10.000 13.330 Pt Pe Pf 16.022 0.0 1.762 17.784 0.0 3.966 21 .750 1.009 2.006 24.765 15.874 0.0 0.398 16.272 0.0 0.524 16.796 0.0 1.606 18.402 0.0 3.215 21.617 1.226 2.075 24.918 15.901 0.0 0.399 16.300 0.0 0.524 16.824 0.0 1.609 18.433 0.0 3.220 21.653 1.442 2.160 Pt Pv Pn Page 10 Date 5/2/07 ******* Notes ****** Vel = 9.29 Vel = 14.22 Vel = 12.87 K Factor= 27.04 K Factor= 5.60 Vel = 8.28 Vel = 4.79 Vel = 9.58 Vel = 14.59 Vel = 12.83 K Factor= 26.87 K Factor= 5.60 Vel = 8.29 Vel = 4.79 Vel = 9.59 Vel = 14.61 Vel = 12.84 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 111 to 112 112 to 113 113 to 114 114 to 115 115 to 110 101 to 102 102 to 103 103 to 104 104 to 105 105 to 106 106 to 107 107 to 108 108 to 109 Qa Qt 0.0 134.25 22.41 22.41 0.0 22.41 22.45 44.86 23.49 68.35 66.39 134.74 0.0 134.74 21 .85 21 .85 0.0 21 .85 22.18 44.03 23.37 67.4 49.30 116.7 0.0 116.7 134.56 251 .26 134.14 385.4 Dia. "C" Pf/Ft 1.049 120 0.1604 1.38 120 0.0422 1.38 120 0.1525 1.38 120 0.3324 2.067 120 0.1631 1.049 120 0.1533 1.38 120 0.0403 1.38 120 0.1474 1.38 120 0.3239 2.067 120 0.1250 4.26 120 0.0036 4.26 120 0.0153 4.26 120 0.0337 Fitting or Eqv. Ln. 1E 2.0 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 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 Pipe Ftng's Total 0.500 2.000 2.500 12.500 0.0 12.500 10.620 0 .0 10.620 3.750 6.000 9 .750 3.830 10.000 13.830 0.500 5.000 5.500 12.330 0.0 12.330 12.330 0.0 12.330 6.620 6.000 12.620 1.830 10.000 11 .830 8.000 0.0 8.000 10.000 0.0 10.000 10.000 0.0 10.000 Pt Pe Pf 25.255 16.018 0.0 0.401 16.419 0.0 0.528 16.947 0.0 1.620 18.567 0.0 3.241 21 .808 1.659 2.256 25.723 15.219 0.0 0.843 16.062 0.0 0.497 16.559 0.0 1.817 18.376 0.0 4.088 22.464 0.793 1.479 24.736 0.0 0.029 24.765 0.0 0.153 24.918 0.0 0.337 Pt Pv Pn Page 11 Date 5/2/07 ******* Notes ****** K Factor= 26.71 K Factor= 5.60 Vel = 8.32 Vel = 4.81 Vel = 9.62 Vel = 14.66 Vel = 12.88 K Factor= 26.57 K Factor= 5.60 Vel = 8.11 Vel = 4.69 Vel = 9.44 Vel = 14.46 Vel= 11.16 Vel = 2.63 Vel = 5.66 Vel = 8.68 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 109 to 110 110 to 42 42 to 13 13 to 14 14 to 15 15 to TRN TRN to CR CR to BRN BRN to N1 N1 to N2 N2 to N3 N3 to G A to B Qa Qt 134.24 519.64 134.75 654.39 0.0 654.39 0.0 654.39 0.0 654.39 0.0 654.39 0.0 654.39 654.39 654.39 0.0 654.39 0.0 654.39 0.0 654.39 0.0 654.39 0.0 654.39 0.0 654.39 1.50 1.5 Dia. "C" Pf/Ft 4.26 120 0.0585 4.26 120 0.0897 6.357 120 0.0129 6.357 120 0.0127 6.357 120 0.0128 6.357 120 0.0128 6.357 120 0.0128 8.249 120 0.0036 8.249 120 0.0036 7.98 150 0.0028 8.27 140 0.0027 7.98 150 0.0028 7.98 150 0.0 Fitting or Eqv. Ln. 0.0 0.0 0.0 4E 52.668 1T 26.334 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1E 17.603 1T 37.72 0.0 1Z 17.603 0.0 0.0 2E 42.282 0.0 0.0 1L 15.269 0.0 0.0 3E 81 .548 0.0 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 8.000 0.0 8.000 44.500 79.002 123.502 3.870 0.0 3.870 11 .000 0.0 11.000 11.000 0.0 11 .000 39.580 55.323 94.903 22.500 17.603 40.103 5.000 42.282 47.282 10.000 15.269 25.269 172.000 81 .548 253.548 16.000 112.290 128.290 95.000 58.895 153.895 352.000 33.222 385.222 Pt Pe Pf 25.255 0.0 0.468 25.723 -4.764 11 .076 32.035 0.0 0.050 32.085 0.0 0.140 32.225 0.0 0.141 32.366 0.0 1.211 33.577 33.577 9.745 0.512 43.834 0.217 0.169 44.220 2.166 0.091 46.477 0.0 0.707 47.184 4.500 0.342 52.026 0.0 0.430 52.456 53.072 0.0 0.0 Pt Pv Pn Page 12 Date 5/2/07 ******* Notes ****** Vel= 11 .70 Vel = 14.73 Vel = 6.61 Vel = 6.61 Vel = 6.61 Vel = 6.61 K Factor= 112.93 Vel = 6.61 Vel = 3.93 Vel = 3.93 Vel = 4.20 * Fixed loss = 4.5 Vel = 3.91 Vel = 4.20 K Factor = 90.35 Vel = 0.01 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 1.5 225.30 226.8 0.0 226.8 0.0 226.8 0.0 226.80 -225.29 -225.29 373.73 148.44 130.55 278.99 0.0 278.99 0.0 278.99 0.0 278.99 -530.65 -530.65 904.38 373.73 0.0 373.73 0.0 373.73 Dia. "C" Pf/Ft 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 7.98 150 -0.0019 7.98 150 0.0010 7.98 150 0.0010 7.98 150 0.0010 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 12.082 232.082 281.000 104.199 385.199 438.000 130.139 568.1 39 620.000 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 53.072 0.0 0.0 53.072 0.0 0.132 53.204 0.0 0.054 53.258 -1 .299 0.025 51 .984 53.072 0.0 -0.165 52.907 0.0 0.041 52.948 0.0 0.222 53.170 0.0 0.052 53.222 -1.299 0.061 51 .984 52.796 0.0 -0.340 52.456 0.0 0.007 52.463 0.0 0.042 52.505 0.0 0.092 Pt Pv Pn Page 13 Date 5/2/07 ******* Notes ****** Vel = 0.01 Vel = 1.45 Vel = 0.68 Vel = 0.68 K Factor= 31.46 Vel = 1.45 Vel = 0.95 Vel = 1.79 Vel = 0.84 Vel = 0.84 K Factor= 38.69 Vel = 3.40 Qa = 250 Vel = 2.40 Vel = 2.40 Vel = 2.40 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 K to L L to M N to p p to F F to A A to TEST Qa Qt 0.0 373.73 0.0 373.73 0.0 373.73 -130.55 -130.55 0.0 -130.55 530.66 400.11 -1 .51 398.6 0.0 398.60 Dia. "C" Pf/Ft 7.98 150 0.0010 7.98 150 0.0010 7.98 150 -0.0001 7.98 150 -0.0001 7.98 150 0.0011 7.98 150 0.0011 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 52.597 0.0 0.053 52.650 0.0 0.257 52.907 52.948 0.0 -0.019 52.929 0.0 -0.133 52.796 0.0 0.276 53.072 -1.299 0.211 51.984 Pt Pv Pn Page 14 Date 5/2/07 ******* Notes ****** Vel = 2.40 Vel = 2.40 K Factor= 51 .38 Vel = 0.84 Vel = 0.84 Vel = 2.57 Vel = 2.56 K Factor= 55.28 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 N : 6102 INNOVATION WAY : REMOTE AREA3 : Towers-N3.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~ CL c:::, c.:a 11.w __, -..._ INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hydraulic Design Information Sheet Page Date Name -TOWERS AT BRESSI Location -6102 INNOVATION WAY Building -BUILDING N 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 Drawing No. -FP-5 Ceiling Height -9'-2" s y s T E M D E s I G N (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. () 1 () 2 () 3 () Ex .Haz. ( ) NFPA 231 ( ) NFPA 231C Other ( ) Figure Curve Specific Ruling Area of Sprinkler Operation -929 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 ( ) Deluge ( ) Preaction ( ) Other Date Sprinkler/Nozzle Make GLOBE Model GL8109 Size 3/4" K-Factor 8.1 Temp.Rat.155 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 T 0 R A G E Water Flow Test: Date of Test -1/31/07 Time of Test 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 R Source of Information -PERFORMED BY I .F.S., WITNESSED BY CARLSBAD WATER DIST Commodity Storage Ht. Storage Method: Class Location Are a Aisle W. Solid Piled % Palletized % Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf Rack Encap . Non A Single Row Double Row Mult . Row ( ) Open Shelf C K Flue Spacing Longitudinal Horizontal Barriers Provided : Clearance :Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 11 1 Windham N.H. USA 03087 1 5/2/07 Water Supply Curve (C) INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI City Water Supi;2ly: C1 -Static Pressure . 75 C2 -Residual Pressure: 7 4 C2 -Residual Flow 1780 150 140 130 R 110 E 100 S 90 S 80 u7o R60 E 50 40 30 20 10 j ..... ~ "--r □2 p 03 .n-t. 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 -e-,-CZ 1800 : 4.405 : 234.695 57.865 TIJU 334.695 17.089 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. D001 9.17 8.1 24.88 na 40.4 0.1 400 24.4 D002 9.17 8.1 21.0 na 37.12 0.1 330 16.6 D003 9.17 8.1 22.0 na 37.99 0.1 260 10.3 D004 9.17 8.1 23.84 na 39.55 0.1 260 10.3 D005 9.17 8.1 24.4 na 40.01 0.1 400 24.4 D006 9.17 8.1 23.93 na 39.62 0.1 260 10.3 214 9.67 22.85 na 213 9.67 24.77 na 212 9.67 25.36 na 21 0 9.67 25.86 na 211 10.0 28.02 na 206 9.67 21 .81 na 207 10.0 24.86 na 208 10.0 26.04 na 209 10.0 28.22 na 201 9.67 24.87 na 202 10.0 26.95 na 203 10.0 28.89 na 204 10.0 30.99 na 205 10.0 32.27 na 225 10.0 36.55 na 226 24.0 40.22 na 41 24.0 40.25 na 42 24.0 40.34 na 13 24.0 40.34 na 14 24.0 40.37 na 15 24.0 40.39 na TRN 24.0 40.57 na CR 1.5 50.39 na BRN 1.0 50.63 na N1 -4.0 52.81 na N2 -4.0 52.92 na N3 -4.0 58.97 na A -4.0 59.13 na B -4.0 59.13 na C -4.0 59.13 na D -4.0 59.15 na E -4.0 59.16 na TEST -1 .0 57.87 na M -4.0 59.1 na N -4.0 59.11 na Q -4.0 59.15 na R -4.0 59.15 na F -4.0 59.09 na G -4.0 59.03 na 100.0 H -4.0 59.03 na J -4.0 59.04 na K -4.0 59.06 na L -4.0 59.06 na p -4.0 59.11 na The maximum velocity is 20.61 and it occurs in the pipe between nodes 205 and 225 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final C.alculations -Hazen-Williams INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point 0001 to 210 0002 to 206 0003 to 214 0004 to 213 0005 to 212 0006 to 201 214 to 208 213 to 209 212 to 203 Qa Qt 40.40 40.4 0.0 40.40 37.12 37.12 0.0 37.12 37.99 37.99 0.0 37.99 39.55 39.55 0.0 39.55 40.01 40.01 0.0 40.01 39.62 39.62 0.0 39.62 37.99 37.99 0.0 37.99 39.55 39.55 0.0 39.55 40.01 40.01 Dia. "C" Pf/Ft 1.049 120 0.4780 1.049 120 0.4088 1.049 120 0.4268 1.049 120 0.4596 1.049 120 0.4696 1.049 120 0.4612 1.049 120 0.4264 1.049 120 0.4594 1.049 120 0.4693 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 0.0 0.0 1E 2.0 1T 5.0 0.0 1E 2.0 1T 5.0 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 0.500 2.000 2.500 0.830 7.000 7.830 0.830 7.000 7.830 0.830 7.000 7.830 Pt Pe Pf 24.880 -0.217 1.195 25.858 21 .001 -0.217 1.022 21 .806 21 .998 -0.217 1.067 22.848 23.837 -0.217 1.149 24.769 24.400 -0.217 1.174 25.357 23.930 -0.217 1.153 24.866 22.848 -0.143 3.339 26.044 24.769 -0.143 3.597 28.223 25.357 -0.143 3.675 Pt Pv Pn Page 5 Date 5/2/07 ******* Notes ****** K Factor= 8.1 o Vel = 15.00 K Factor= 7.94 K Factor= 8.10 Vel = 13.78 K Factor= 7.95 K Factor= 8.10 Vel = 14.10 K Factor= 7.95 K Factor= 8.10 Vel = 14.68 K Factor= 7.95 K Factor= 8.10 Vel = 14.85 K Factor= 7.95 K Factor= 8.1 O Vel = 14.71 K Factor= 7.95 Vel = 14.10 K Factor= 7.44 Vel = 14.68 K Factor= 7.44 Vel = 14.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final C.alculations -Standard lt--JDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point 210 to 211 211 to 204 206 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 Qa Qt 0.0 40.01 40.40 40.4 0.0 40.4 0.0 40.40 37.12 37.12 0.0 37.12 37.99 75.11 39.55 114.66 0.0 114.66 39.62 39.62 0.0 39.62 40.01 79.63 40.41 120.04 114.66 234.7 0.0 234.7 Dia. "C" Pf/Ft 1.049 120 0.4781 1.38 120 0.1257 1.049 120 0.4086 1.38 120 0.1075 1.61 120 0.1869 1.61 120 0.4086 1.049 120 0.4609 1.38 120 0.1212 1.61 120 0.2082 2.157 120 0.1070 2.157 120 0.3701 2.157 120 0.3700 Fitting or Eqv. Ln. 2E 4.0 0.0 0.0 1T 6.0 0.0 0 .0 1E 2.0 1T 5.0 0.0 1E 3.0 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 Pipe Ftng's Total 0.830 4.000 4.830 17.580 6.000 23.580 0.830 7.000 7.830 8.000 3.000 11 .000 11.660 0.0 11 .660 1.910 8.000 9.910 0.830 4.000 4.830 16.000 0.0 16.000 2.080 8.000 10.080 12.000 0.0 12.000 5.410 6.153 11 .563 14.000 12.307 26.307 Pt Pe Pf 28.889 25.858 -0.143 2.309 28.024 0.0 2.964 30.988 21 .806 -0.143 3.199 24.862 0.0 1.182 26.044 0.0 2.179 28.223 0.0 4.049 32.272 24.866 -0.143 2.226 26.949 0.0 1.940 28.889 0.0 2.099 30.988 0.0 1.284 32.272 0.0 4.279 36.551 -6.063 9.734 Pt Pv Pn Page 6 Date 5/2/07 ******* Notes ****** K Factor= 7.44 Vel = 15.00 Vel = 8.67 K Factor= 7.26 Vel = 13.78 Vel = 7.96 Vel= 11 .84 Vel = 18.07 K Factor= 20.18 Vel = 14.71 Vel = 8.50 Vel = 12.55 Vel = 10.54 Vel = 20.61 Vel = 20.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final C.alculations -Standard INDUSTRIAL FIRE SPRINKLER CO. TOWERS AT BRESSI Hyd. Ref. Point 226 to 41 41 to 42 42 to 13 13 to 14 14 to 15 15 to TRN TRN to CR CR to BRN BRN to N1 N1 to N2 N2 to N3 N3 to G A to B Qa Qt 0.0 234.7 0.0 234.7 0.0 234.7 0.0 234.7 0.0 234.7 0.0 234.7 0.0 234.70 234.70 234.7 0.0 234.7 0.0 234.7 0.0 234.7 0.0 234.7 0.0 234.7 0.0 234.70 0 .56 0.56 Dia. "C" Pf/Ft 4.26 120 0.0133 4.26 120 0.0134 6.357 120 0.0018 6.357 120 0.0020 6.357 120 0.0019 6.357 120 0.0019 6.357 120 0.0019 8.249 120 0.0005 8.249 120 0.0005 7.98 150 0.0004 8.27 140 0.0004 7.98 150 0.0004 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 0.0 0.0 0.0 1E 17.603 1T 37.72 0.0 1Z 17.603 0.0 0.0 2E 42.282 0.0 0.0 1L 15.269 0.0 0.0 3E 81.548 0.0 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 2.330 0.0 2.330 6.250 0.0 6.250 3.870 0.0 3.870 11.000 0.0 11 .000 11 .000 0.0 11.000 39.580 55.323 94.903 22.500 17.603 40.103 5.000 42.282 47.282 10.000 15.269 25.269 172.000 81.548 253.548 16.000 112.290 128.290 95.000 58.895 153.895 352.000 33.222 385.222 Pt Pe Pf 40.222 0.0 0.031 40.253 0.0 0.084 40.337 0.0 0.007 40.344 0.0 0.022 40.366 0.0 0.021 40.387 0.0 0.181 40.568 40.568 9.745 0.077 50.390 0.217 0.025 50.632 2.166 0.013 52.811 0.0 0.106 52.917 6.000 0.052 58.969 0.0 0.064 59.033 59.131 0.0 0.0 Pt Pv Pn Page 7 Date 5/2/07 ******* Notes ****** Vel = 5.28 Vel = 5.28 Vel = 2.37 Vel = 2.37 Vel = 2.37 Vel = 2.37 K Factor= 36.85 Vel = 2.37 Vel = 1.41 Vel = 1.41 Vel = 1.51 * Fixed loss = 6 Vel = 1.40 Vel = 1.51 K Factor= 30.55 Vel = 0 Computer Programs by Hydratec Inc. Route 11 1 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 0.56 83.37 83.93 0.0 83.93 0.0 83.93 0.0 83.93 -83.38 -83.38 138.31 54.93 48.32 103.25 0.0 103.25 0.0 103.25 0.0 103.25 -196.38 -196.38 334.69 138.31 0.0 138.31 0.0 138.31 Dia. "C" Pf/Ft 7.98 150 0.0 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 -0.0003 7.98 150 0.0001 7.98 150 0.0002 7.98 150 0.0002 Fitting or Eqv. Ln. 1E 27.183 1G 6.041 1T 52.855 2F 27.183 2T 105.71 4G 24.162 8G 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 59.131 0.0 0.0 59.131 0.0 0.021 59.152 0.0 0.008 59.160 -1 .299 0.004 57.865 59.131 0.0 -0.026 59.105 0.0 0.006 59.111 0.0 0.036 59.147 0.0 0.008 59.155 -1 .299 0.009 57.865 59.087 0.0 -0.054 59.033 0.0 0.001 59.034 0.0 0.007 59.041 0.0 0.014 Pt Pv Pn Page 8 Date 5/2/07 ******* Notes ****** Vel = 0 Vel = 0.54 Vel = 0.25 Vel = 0.25 K Factor= 11 .03 Vel = 0.53 Vel = 0.35 Vel = 0.66 Vel = 0.31 Vel = 0.31 K Factor= 13.57 Vel = 1.26 Qa = 100 Vel = 0.89 Vel = 0.89 Vel = 0.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Galculations -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 0.0 138.31 0.0 138.31 0.0 138.31 -48.31 -48.31 0.0 -48.31 196.38 148.07 -0.56 147.51 0.0 147.51 Dia. "C" Pf/Ft 7.98 150 0.0002 7.98 150 0.0002 7.98 150 0.0 7.98 150 0.0 7.98 150 0.0002 7.98 150 0.0002 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 59.055 0.0 0.009 59.064 0.0 0.041 59.105 59.111 0.0 -0.003 59.108 0.0 -0.021 59.087 0.0 0.044 59.131 -1 .299 0.033 57.865 Pt Pv Pn Page 9 Date 5/2/07 ******* Notes ****** Vel = 0.89 Vel = 0.89 K Factor= 17.99 Vel = 0.31 Vel = 0.31 Vel = 0.95 Vel = 0.95 K Factor= 19.39 Computer Programs by Hydratec Inc. Route 11 1 Windham N.H. USA 03087