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Home My WebLink About6197 EL CAMINO REAL; ; AS080159; Permit8/29/24, 9:42 AM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: AS080159 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS080159 6197 EL CAMINO Status: APPROVED REAL SPRINK Applied 9/25/2008 2131000700 Approved: 9/30/2008 0 Issued: 9/30/2008 Inspector: VIASAT -(IN RACK SPRINKLERS) Tl RACK AREA FIRE SPRINKLER PLAN CHK & INSP. Owner: AAA FIRE SPRINKLERS WAL TON CWCA NORTHPOINTE 76 LLC WALTON STREET CAPITAL 20942 JAPATUL RD ALPINE CA 619-445-9898 about:blank Fees($) 130 Add'I Fees ($) 0 PO BOX4900 SCOTTSDALE AZ Total($) 130 Balance($) 0 1/1 Tyco Fire & Building Products tqca I Fire & Building f Products Technlc:al Senrlcea: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY-8 -5.6 and 8.0 K-factor Page 2 of3 ASogo1s1 Upright and Pendent Intermediate Level Sprinkle, Standard Response General Description The Serles TY·B, 5.6 and 8.0 K-lactor Upright and Pendent lntermedlale Level Sprinklers described in thls dala sheet are automatic sprinklers of the "slandard resp011$e" 5 mm frangible bulb type. They are 'slancfard spray" sprinklers intended la< use in fire sprln• kier systems designed in accordance with the standard installation rol,es rec- ognized by the applicable Ualing or Approval agency (e.g., UL Listing is based on NFPA requirements). Solh the Pendent and Upright Sprinklers produce a hemispherical water dlstr1• bulion patlern below the de1lec1or. Intermediate Level Sprinklers are pri- marily designed lor use In rack storage sprinkler systems where their ther- mally sensitive elemenls must be shielded lrom the water spray ol h,gher elll\llltion sprtnlders lhal could operale earlier during a lire. Intermediate Level Sprinklers are also used in olher appli· cations such as beneath open gridded cetwalks, Corrosion resistant coatings, wh&re applicable. are utWlzed to extend the lile of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at• mospheras. Although corrosion resis• tanl ccated sprinklefll have passed lhe IMPORTANT Always re/er lo Technical Data ShHI TFP700 for Ille 'INSTALLER WARNING" /tlat provides cautions with re,;pect to handling and Ins/al• lat/on ol sprlr,k/er systems and com• pof/8111S. Improper handling and In· sta/lallon can permanently dsmsga a sprlnkJer system or /Is compo- nent,; and cause the sprinkler to fall lo operate In a lire sllua/lon orc8USIJ it lo operate prematurely. standard corrosion tests of the appll• cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the eod user be consulted wllh respect to the sultability of these coatings lor any given corro- sive environment. The effects of ambi- ent lemperature, concentration of chemlcels, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to wt,ch the spflnklel'S will be exposed. WARNINGS The Serles TY-B Sprlnk/6rs described herein must i,,, Install~ and main• ta/ned in compliance with this docu- ment, as well as with Iha applicJible standards of the Nations/ Fire Profec.. tfon Assoc/al/on, In addition to the slandards of any olhltf authorities hav• Ing /urlsdlctJon. Fllltur. to do .., m•y Impair tM pi,rformance of,,.. .. t»- v/cee, The owner iS rl1SpOIISible tor maintain• Ing their r,,o protection system and de· vices In proper oper116ng condlrlon. The Installing con/faC1or or sprinkler manufacturer should be contacllld with ""Y questions. ModeVSprinlcler Identification Numbers TY3153 • TY3251 • TY4153 • TY4251 • Upright 5.IIK, 1/2'NPT Pendent SAK, 1/2'NPT Upright 8.0K, 3/4"NPT Pendent I.OK, 3/4"NPT Technical Data Approvata UL and C·UL Usled. FM and NYC Approved, (Reier to Table A lor complete a ppr inl0<ma1ion Including corrosion n tant Slalll$,) Maximum Working Prenure 175 psi (12, 1 bar) 011<:ha,ge Coelffcienl K • 5.6 GPM!ptM'l2 (80,6 LPM/ba, K• 8.0GPM/psi"2 (115,2 LPM/ba TempeNOIUNI R•tlr\09 Reier to Table A FlnlshN Sprinkler: Aeir,r to Table A http://www.tyco-fire.com/index.php?P=show&E=&B=&id=TFP351 _ 01 _ 2005&BK =tdse... 10/02/2008 11:1:10 JI t'l' IJ ! I ! I ! 9 ! R >--i i,"1 111 1 ,1 ; ; ; ii ; i ; Ii • I. Jj~: lljf I I 11 11 I I • i :!! ,,!~I--a I h·1 ) J J J ) ) i ) z i "' !h~r ! 'J1, .... • I I -.JJ l ii: I I ~~ i i i I i i i ~ I D GI 11'n~r"'r1'11ij11ij111ijr,~ -itl( ~ I 1 _ ~-1r11 i"'~•r,.iri i.1,1 _ i! !i1 ->< I ~ ~ I ~-~J r . . : . . • : . nl r . .. •• . --111~~! !!!! ~ "",1 11· p h i i I ! I f t ' ' ' ' ' ' ' ' I f f • I I I I I I I I i~ ;ii u J I I I -u I i I I arJr; 'i rf 11 tiff nr ;;=i 11 !1 !;!;! ~ r-JH I ~f Ii! I! : 1r: ~ ff'! r I I § ii i i - i ' ff~ u◄◄, 111 • : • ijl1 ! I I I i i i I ◄ I lH ---j I if ii! i I Hi ltU I 5 a i J • ~ Hydraulic Design Information Sheet Name: VIASAT IN-RACK ADDITION Location: 6197 EL CAMINO REAL, CARLSBAD Building: EXISTING Contractor: AAA FIRE SPRINKLERS Calculated By: E~F=P-------~~----------- Construction: tg/ Combustible D Non-Combustible SYSTEM DESIGN Date: 9-24-08 System No. 1 OF2 Contract No. Drawing No. 1 OF 1 Ceiling Height 30 Ft. IXl NFPA 13· LJ Light Hazard Ordinary Hazard Group LJ 1 u2 □ 3 ~ Extra Hazard 0 NFPA231 0 NFPA 231C: Figure: Curve: D Other (Specify) □Specific Ruling Made By Date Area of Sprinkler Operation 2000SQ FT. S~emT:)!Re Density .32 ~Wet 0 Dry D Deluge D Pre-Action Area Per Sprinkler 96 S11rinkler or Nozzle Hose Allowance GPM: Inside 0 Make TYCO Model ELOITYB Hose Allowance GPM: Outside 500 Size ¾", ½" K-Factor: 11.2/5.6 Rack Sorinkler Allowance SEECALCS Temoerature Rating 286/155 CALCULATION SUMMARY GPM Required 1564.41 PSI Required 61.65 At Base of Riser --"''--'-'-'-'--"-------'-'-'-'--------" C" Factor Used: Overhead 120 Under und 150 WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date & Time 9-18-08 Rated Capacity Capacity Static PSI 110 At PSI Elevation Residual PSI 104 Elevation GPMFlowing 1400 Well Elevation 0 Proof Flow GPM Location SITE Source of Information CARLSBAD WATER & AAA FIRE FLOW TEST COMMODITY STORAGE Commodity SEE TECHNICAL REPORT Class Location Storage Height Area Aisle Width Storage Method: Solid Piled % Palletized %Rack Rack D SingleRow D Conventional Pallet 0 Automatic Storage D Encapsulated D DoubleRow D Slave Pallet 0 Solid Shelving D Non-Encapsulated D Multiple Row D Open Flue Spacing In Inches Clearance From TQP of Storage to Ceiling Longitudinal Transverse Ft. In. Horizontal Barriers Provided f I VIASAT IN-RACK CALC .32/2000 WITH 8 IN-RACKS FLOWING Sigma Dynamlo1 Corporation 7700 Supply / Demand Graph 125 120 115 110 105 100. 96 90 86 80 75 70 65 60 56 50 45 40 3S 30 25 20 15 10 5 • / / / ~•r A~o/ / ~ ro'f / 0250 600 750 I.ti, • ~ ~ ~ 1000 System Demand .. Sprlnkl•r D•■..,d 84.74 PSI Additional f'lows Hos• at Sourc• Total o ..... d 84. 74 PSI • /. ~ / , / / / . . . 1250 .. 1600 I 1S84.41 GPM 0.00 GPM S00.00 GPM I 2084.41 8PM ._. ____ 1750 Waler Flow (GPU) Margin f--- p,. ........ 3.18 PSI f'low 300.8S GPM f--- I •' 1S' '3/ ~ ... 2000 . . . 2250 Water Supply .. Static 99.00 PSI R•sldual 93.60 PSI I 1400.00 8PM El•vatlon 0.00 PSI N1.86 2500 SUBMITTAL SERIAL NO:2932HY7 09-24-2008 PAGE 1 VIASAT IN-RACK CALC .32/2000 WITH 8 IN-RACKS FLOWING FLOW TEST RESULTS Water Supply STATIC 99.00 PSI RESIDUAL 93.60 PSI @ 1400.00 GPM CITY PRESSURE AVAILABLE AT 2064.4 GPM 87.92 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE ---------------- 200 23.96 21.69 5.60 18.30 201 23.21 21.69 5.60 17.18 202 22.64 21. 69 5.60 16.34 203 22.23 21. 69 5.60 15.75 204 21. 95 21.69 5.60 15.36 205 21. 79 21. 69 5.60 15.14 206 21.71 21.69 5.60 15.03 207 21.69 21.69 5.60 15.00 100 50.89 30.72 11.20 20.64 101 50.33 30.72 11.20 20.20 102 50.06 30.72 11.20 19.97 103 49.95 30.72 11. 20 19.89 104 49.92 30.72 11.20 19.86 105 49.96 30.72 11.20 19.90 106 50.19 30.72 11. 20 20.08 107 50.18 30.72 11.20 20.08 108 49.60 30.72 11.20 19.61 109 49.30 30.72 11.20 19.37 110 49.18 30.72 11.20 19.28 111 49.14 30.72 11.20 19.25 112 49.17 30.72 11.20 19.27 113 49.37 30.72 11.20 19.43 114 49.95 30.72 11.20 19.89 115 49.36 30.72 11.20 19.42 116 49.05 30.72 11.20 19.18 117 48.93 30.72 11.20 19.08 118 48.89 30.72 11.20 19.05 119 48.91 30.72 11. 20 19.07 120 49.10 30.72 11.20 19.22 SUBMITTAL SERIAL NO:2932HY7 VIASAT IN-RACK CALC .32/2000 WITH 8 IN-RACKS FLOWING SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR -------- 121 49.91 30.72 11.20 122 49.31 30.72 11.20 123 49.00 30.72 11.20 124 48.88 30.72 11.20 125 48.84 30.72 11.20 126 48.86 30.72 11.20 127 49.05 30.72 11.20 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 24 TO 25 PRESSURE -------- 19.86 19.38 19.14 19.04 19.01 19.03 19.18 1564.41 GPM 500.00 GPM 2064.41 GPM 84.74 PSI 0.00 PSI 16.75 FPS 09-24-2008 PAGE 2 SUBMITTAL SERIAL NO:2932HY7 09-24-2008 PAGE 3 VIASAT IN-RACK CALC .32/2000 WITH 8 IN-RACKS FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 206 207 2.203 L 7.25 C=120 PT 15.00 (207) Q 21.69 F=0 F 0.00 PE 0.00 BN T 7.25 0.0041 PF 0.03 205 206DQ 21. 71 2.203 L 7.25 C=120 PT 15.03 (206) Q 43.40 F=0 F 0.00 PE 0.00 BN T 7.25 0.0147 PF 0.11 204 205DQ 21. 79 2.203 L 7.25 C=120 PT 15.14 (205) Q 65.19 F=0 F 0.00 PE 0.00 BN T 7.25 0.0312 PF 0.23 203 204DQ 21.95 2.203 L 7.25 C=120 PT 15.37 (204) Q 87.14 F=0 F 0.00 PE 0.00 BN T 7.25 0.0534 PF 0.39 202 203DQ 22.23 2.203 L 7.25 C=120 PT 15.76 (203) Q 109.37 F=0 F 0.00 PE 0.00 BN T 7.25 0.0813 PF 0.59 201 202DQ 22.64 2.203 L 7.25 C=120 PT 16.35 (202) Q 132.00 F=0 F 0.00 PE 0.00 BN T 7.25 0.1151 PF 0.83 200 201DQ 23.21 2.203 L 7.25 C=120 PT 17.18 (201) Q 155.21 F=0 F 0.00 PE 0.00 BN T 7.25 0.1554 PF 1.13 PT 18.31 (200) ------------------ 126 125 2.703 L 8.00 C=120 PT 19.01 (125) Q 43.99 F=0 F 0.00 PE -0.03 BL T 8.00 0.0056 PF 0.04 127 126DQ 48.86 2.703 L 8.00 C=120 PT 19.02 (126) Q 92.85 F=0 F 0.00 PE -0.03 BL T 8.00 0.0222 PF 0.18 48 127DQ 49.05 2.703 L 12.00 C=120 PT 19.17 ( 127) Q 141. 89 F=0/T F 8.00 PE -0.05 BL T 20.00 0.0486 PF 0.97 28 48 2.703 L 2.00 C=120 PT 20.09 ( 48) Q 141.89 F=T F 8.00 PE 0.87 RN T 10.00 0.0486 PF 0 .49 27 28 4.310 L 10.00 C=120 PT 21.45 ( 28) Q 141.89 F=0 F 0.00 PE 0.00 CM2 T 10.00 0.0050 PF 0.05 SUBMITTAL SERIAL NO:2932HY7 09-24-2008 PAGE 4 VIASAT IN-RACK CALC .32/2000 WITH 8 IN-RACKS FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 90 27DQ 142.37 4.310 L 7.00 C=120 PT 21.50 27) Q 284.26 F=0 F 0.00 PE 0.00 CM2 T 7.00 0.0181 PF 0.13 PT 21. 63 90) ------------------ 124 125 2.703 L 8.00 C=120 PT 19.01 (125) Q 4.85 F=0 F 0.00 PE 0.03 BL T 8.00 0.0001 PF 0.00 123 124DQ 48.88 2.703 L 8.00 C=120 PT 19.04 (124) Q 53.72 F=0 F 0.00 PE 0.03 BL T 8.00 0.0081 PF 0.06 122 123DQ 49.00 2.703 L 8.00 C=120 PT 19.13 (123) Q 102.72 F=0 F 0.00 PE 0.03 BL T 8.00 0.0267 PF 0.21 121 122DQ 49. 31 2.703 L 8.00 C=120 PT 19.37 (122) Q 152.03 F=0 F 0.00 PE 0.03 BL T 8.00 0.0552 PF 0.44 38 121DQ 49.91 2.703 L 170.00 C=120 PT 19.84 (121) Q 201. 94 F=T F 8.00 PE 0.64 BL T 178.00 0.0934 PF 16.63 18 38 2.703 L 2.00 C=120 PT 37.11 ( 38) Q 201. 94 F=T F 8.00 PE 0.87 RN T 10.00 0.0934 PF 0.93 17 18 6.357 L 10.00 C=120 PT 38.91 18) Q 201.94 F=0 F 0.00 PE 0.00 CMl T 10.00 0.0015 PF 0.02 PT 38.93 17) ------------------ 119 118 2.703 L 8.00 C=120 PT 19.05 ( 118) Q 44.36 F=0 F 0.00 PE -0.03 BL T 8.00 0.0057 PF 0.05 120 119DQ 48.91 2.703 L 8.00 C=120 PT 19.07 (119) Q 93.27 F=0 F 0.00 PE -0.03 BL T 8.00 0.0224 PF 0.18 47 120DQ 49.10 2.703 L 12.00 C=120 PT 19.22 (120) Q 142.37 F=0/T F 8.00 PE -0.05 BL T 20.00 0.0489 PF 0.98 27 47 2.703 L 2.00 C=120 PT 20.15 47) Q 142.37 F=T F 8.00 PE 0.87 RN T 10.00 0.0489 PF 0.49 PT 21.51 27) SUBMITTAL SERIAL NO:2932HY7 09-24-2008 PAGE 5 VIASAT IN-RACK CALC .32/2000 WITH 8 IN-RACKS FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI ------------------117 118 2.703 L 8.00 C=l20 PT 19.05 (118) Q 4.52 F=0 F 0.00 PE 0.03 BL T 8.00 0.0001 PF 0.00 116 117DQ 48.93 2.703 L 8.00 C=l20 PT 19.08 (117) Q 53.45 F=0 F 0.00 PE 0.03 BL T 8.00 0.0080 PF 0.06 115 116DQ 49.05 2.703 L 8.00 C=l20 PT 19.17 (116) Q 102.50 F=0 F 0.00 PE 0.03 BL T 8.00 0.0266 PF 0.21 114 115DQ 49.36 2.703 L 8.00 C=l20 PT 19.41 (115) Q 151. 86 F=0 F 0.00 PE 0.03 BL T 8.00 0.0551 PF 0.44 37 114DQ 49.95 2.703 L 170.00 C=l20 PT 19.88 (114) Q 201.81 F=T F 8.00 PE 0.64 BL T 178.00 0.0933 PF 16.61 17 37 2.703 L 2.00 C=l20 PT 37.13 ( 3 7) Q 201. 81 F=T F 8.00 PE 0.87 RN T 10.00 0.0933 PF 0.93 16 17DQ 201. 94 6.357 L 10.00 C=l20 PT 38.93 17) Q 403.75 F=0 F 0.00 PE 0.00 CMl T 10.00 0.0052 PF 0.05 PT 38.98 16) ------------------ 112 111 2.703 L 8.00 C=l20 PT 19.25 (111) Q 46 .42 F=0 F 0.00 PE -0.03 BL T 8.00 0.0062 PF 0.05 113 112DQ 49.17 2.703 L 8.00 C=l20 PT 19.27 (112) Q 95.59 F=0 F 0.00 PE -0.03 BL T 8.00 0.0234 PF 0.19 46 113DQ 49.37 2.703 L 12.00 C=l20 PT 19.43 (113) Q 144.95 F=0/T F 8.00 PE -0.05 BL T 20.00 0.0506 PF 1.01 26 46 2.703 L 2.00 C=l20 PT 20.39 46) Q 144.95 F=T F 8.00 PE 0.87 RN T 10.00 0.0506 PF 0.51 PT 21. 77 26) ------------------ 110 111 2.703 L 8.00 C=l20 PT 19.25 ( 111) Q 2.72 F=0 F 0.00 PE 0.03 BL T 8.00 0.0000 PF 0.00 SUBMITTAL SERIAL N0:2932HY7 09-24-2008 PAGE 6 VIASAT IN-RACK CALC .32/2000 WITH 8 IN-RACKS FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length LOBB Summary From To GPM IN Devices Ft PSI/Ft PSI 109 llODQ 49.18 2.703 L 8.00 C=120 PT 19.28 (110) Q 51. 90 F=O F 0.00 PE 0.03 BL T 8.00 0.0076 PF 0.06 108 109DQ 49.30 2.703 L 8.00 C=120 PT 19.37 (109) Q 101.20 F=O F 0.00 PE 0.03 BL T 8.00 0.0260 PF 0.21 107 108DQ 49.60 2.703 L 8.00 C=120 PT 19.61 (108) Q 150.80 F=O F 0.00 PE 0.03 BL T 8.00 0.0544 PF 0.44 36 107DQ 50.18 2.703 L 170.00 C=120 PT 20.08 (107) Q 200.98 F=T F 8.00 PE 0.64 BL T 178.00 0.0926 PF 16.48 16 36 2.703 L 2.00 Ccl20 PT 37.20 ( 36) Q 200.98 F=T F 8.00 PE 0.87 RN T 10.00 0.0926 PF 0.93 15 16DQ 403.75 6.357 L 11. 00 C=120 PT 39.00 16) Q 604.73 F=O F 0.00 PE 0.00 CMl T 11.00 0.0110 PF 0.12 PT 39.12 15) ------------------ 104 103 2.703 L 8.00 C=120 PT 19.89 (103) Q 3.05 F=O F 0.00 PE -0.03 BL T 8.00 0.0000 PF 0.00 105 104DQ 49.92 2.703 L 8.00 C=120 PT 19.86 (104) Q 52.96 F=O F 0.00 PE -0.03 BL T 8.00 0.0079 PF 0.06 106 105DQ 49.96 2.703 L 8.00 C=120 PT 19.89 (105) Q 102.92 F=O F 0.00 PE -0.03 BL T 8.00 0.0268 PF 0.21 45 106DQ 50.19 2.703 L 12.00 C=120 PT 20.07 (106) Q 153.11 F=O/T F 8.00 PE -0.05 BL T 20.00 0.0560 PF 1.12 25 45 2.703 L 2.00 C=120 PT 21.14 45) Q 153.11 F=T F 8.00 PE 0.87 RN T 10.00 0.0560 PF 0.56 PT 22.57 25) ------------------ 102 103 2.703 L 8.00 C=120 PT 19.89 (103) Q 46.91 F=O F 0.00 PE 0.03 BL T 8.00 0.0063 PF 0.05 SUBMITTAL SERIAL NO:2932HY7 09-24-2008 PAGE 7 VIASAT IN-RACK CALC .32/2000 WITH 8 IN-RACKS FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 101 102DQ 50.06 2.703 L 8.00 C=120 PT 19.97 (102) Q 96.96 F=0 F 0.00 PE 0.03 BL T 8.00 0.0240 PF 0.19 100 101DQ 50.33 2.703 L 8.00 C=120 PT 20.19 ( 101) Q 147.30 F=0 F 0.00 PE 0.03 BL T 8.00 0.0521 PF 0.42 35 l00DQ 50.89 2.703 L 170.00 C=120 PT 20.64 (100) Q 198.18 F=T F 8.00 PE 0.64 BL T 178.00 0.0902 PF 16.06 15 35 2.703 L 2.00 C=120 PT 37.34 ( 35) Q 198.18 F=T F 8.00 PE 0.87 RN T 10.00 0.0902 PF 0.90 14 15DQ 604.73 6.357 L 12.00 C=120 PT 39.11 15) Q 802.91 F=0 F 0.00 PE 0.00 CMl T 12.00 0.0186 PF 0.22 PT 39.33 14) ------------------ 26 90 4. 310 L 3.00 C=120 PT 21.63 90) Q 463.43 F=0 F 0.00 PE 0.00 CM2 T 3.00 0.0448 PF 0.13 25 26DQ 144.95 4. 310 L 11. 00 C=120 PT 21.76 ( 26) Q 608.38 F=0 F 0.00 PE 0.00 CM2 T 11. 00 0.0740 PF 0.81 24 25DQ 153.11 4.310 L 12.00 C=120 PT 22.57 ( 25) Q 761.49 F=0 F 0.00 PE 0.00 CM2 T 12.00 0.1122 PF 1. 35 44 24DQ -610.33 2.703 L 2.00 C=120 PT 23.92 ( 24) Q 151.17 F=T F 8.00 PE -0.87 RN T 10.00 0.0546 PF 0.55 34 44 2.703 L 230.00 C=120 PT 23.60 ( 44) Q 151.1 7 F=T/T F 16.00 PE 0.87 BL T 246.00 0.0546 PF 13.43 14 34 2.703 L 2.00 C=120 PT 37.90 ( 34) Q 151.17 F=T F 8.00 PE 0.87 RN T 10.00 0.0546 PF 0.55 13 14DQ 802.91 6.357 L 18.00 C=120 PT 39.32 14) Q 954.08 F=2E F 19.80 PE 0.00 CMl T 37.80 0.0256 PF 0.97 PT 40.29 13) SUBMITTAL SERIAL NO:2932HY7 09-24-2008 PAGE 8 VIASAT IN-RACK CALC .32/2000 WITH 8 IN-RACKS FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI ------------------ 23 24 4.310 L 12.00 C=120 PT 23.92 ( 24) Q 610.33 F=0 F 0.00 PE 0.00 CM2 T 12.00 0.0745 PF 0.89 43 23DQ -458.73 2.703 L 2.00 C=120 PT 24.81 ( 23) Q 151.59 F=T F 8.00 PE -0.87 RN T 10.00 0.0549 PF 0.55 33 43 2.703 L 230.00 C=120 PT 24.49 ( 43) Q 151.59 F=T/T F 16.00 PE 0.87 BL T 246.00 0.0549 PF 13.51 13 33 2.703 L 2.00 C=120 PT 38.87 ( 33) Q 151. 59 F=T F 8.00 PE 0.87 RN T 10.00 0.0549 PF 0.55 12 13DQ 954.08 6.357 L 12.00 C=120 PT 40.29 13) Q 1105.67 F=0 F 0.00 PE 0.00 CMl T 12.00 0.0337 PF 0.40 PT 40.69 12) ------------------ 22 23 4.310 L 12.00 C=120 PT 24.82 23) Q 458.73 F=0 F 0.00 PE 0.00 CM2 T 12.00 0.0439 PF 0.53 42 22DQ -307.83 2.703 L 2.00 C=120 PT 25.35 ( 22) Q 150.90 F=T F 8.00 PE -0.87 RN T 10.00 0.0545 PF 0.54 32 42 2.703 L 230.00 C=120 PT 25.02 ( 42) Q 150.90 F=T/T F 16.00 PE 0.87 BL T 246.00 0.0545 PF 13.41 12 32 2.703 L 2.00 C=120 PT 39.30 ( 32) Q 150.90 F=T F 8.00 PE 0.87 RN T 10.00 0.0545 PF 0.54 11 12DQ 1105.67 6.357 L 12.00 C=120 PT 40.71 12) Q 1256.57 F=0 F 0.00 PE 0.00 CMl T 12.00 0.0427 PF 0.51 PT 41.22 11) ------------------ 21 22 4.310 L 12.00 C=l20 PT 25.35 22) Q 307.83 F=0 F 0.00 PE 0.00 CM2 T 12.00 0.0210 PF 0.25 SUBMITTAL SERIAL NO:2932HY7 09-24-2008 PAGE 9 VIASAT IN-RACK CALC .32/2000 WITH 8 IN-RACKS FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 41 21DQ -155.47 2.703 L 2.00 C=120 PT 25.60 ( 21) Q 152.36 F=T F 8.00 PE -0.87 RN T 10.00 0.0554 PF 0.55 31 41 2.703 L 230.00 C=120 PT 25.28 ( 41) Q 152.36 F=T/T F 16.00 PE 0.87 BL T 246.00 0.0554 PF 13.63 11 31 2.703 L 2.00 C=120 PT 39.78 ( 31) Q 152.36 F=T F 8.00 PE 0.87 RN T 10.00 0.0554 PF 0.55 10 llDQ 1256.57 6.357 L 12.00 C=120 PT 41.20 11) Q 1408.94 F=0 F 0.00 PE 0.00 CMl T 12.00 0.0528 PF 0.63 PT 41. 83 10) ------------------ 20 21 4.310 L 12.00 C=120 PT 25.60 21) Q 155.47 F=0 F 0.00 PE 0.00 CM2 T 12.00 0.0059 PF 0.07 40 20 2.703 L 2.00 C=120 PT 25.67 ( 20) Q 155.47 F=T F 8.00 PE -0.87 RN T 10.00 0.0576 PF 0.58 30 40 2.703 L 230.00 C=120 PT 25.38 ( 40) Q 155.47 F=T/T F 16.00 PE 0.87 BL T 246.00 0.0576 PF 14.17 10 30 2.703 L 2.00 C=120 PT 40.42 30) Q 155.47 F=T F 8.00 PE 0.87 RN T 10.00 0.0576 PF 0.58 PT 41.87 10) ------------------ 92 200 2.203 L 4.00 C=120 PT 18.30 (200) Q 179.17 F=T F 11.60 PE 0.00 FM T 15.60 0.2026 PF 3.16 91 92 2.703 L 16.00 C=120 PT 21.46 ( 92) Q 179.17 F=BV F 6.00 PE -6.93 FM T 22.00 0.0748 PF 1. 65 90 91 2.703 L 61. 00 C=120 PT 16.18 91) Q 179.17 F=T/E F 11. 90 PE 0.00 FM T 72.90 0.0748 PF 5.45 PT 21. 63 90) ------------------ 8 10 6.357 L 25.00 C=120 PT 41.85 10) Q 1564.41 F=E F 9.90 PE 0.00 FM T 34.90 0.0640 PF 2.23 SUBMITTAL SERIAL NO:2932HY7 09-24-2008 PAGE 10 VIASAT IN-RACK CALC .32/2000 WITH 8 IN-RACKS FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 3 8 6.357 L 26.00 C=120 PT 44.08 ( 8) Q 1564.41 F=T,BV,E F 45.80 PE 11.27 FR T 71. 80 0.0640 PF 4.60 2 3 8.249 L 5.00 C=120 PT 59.95 3) Q 1564.41 F=T F 41.11 PE 0.87 MA T 46.11 0.0180 PF 0.83 1 2 8.280 L 200.00 C=150 PT 61. 65 2) Q 1564.41 F=T,DDC/2E F 83.39 PE 0.00 UN T 283.39 0.0117 PF 3.32 8" RPDA 11.93 0 1 8.280 L 615.00 C=150 PT 76.89 1) Q 1564.41 F=T,GV,EE F 56.38 PE 0.00 UN T 671.38 0.0117 PF 7.86 PT 84.75 0) Sep 23•08 12:38p AAA Fire Sprinklers !6194454052 Sep-22-2008 01: 12 PM C1 tyorcarisoaa r ire rn:::•vt:."u'-"',._.,u. ...,...,"""""""" .. 1'"tow Test Record Test Hydrant Location ... 1c\9J u Camion Qe!l\ Hydrant ID No. __ ............. Size Mnin ____ _ . I ·'\ Sta\lc ........ , .... -U.\,.;_ ltesidunl. ........ ..\..Dl::L-- Prcssurc Drop.. Io (PDI J) ..... K fnctor for !'DI 1 __ _ Flow 1-lydrnnl(s) Hydrant I location. ____ _ Hydrant 2 location __ ...... . Hydrant 3 location, ____________________ _ Hydrant I Pi101, ___ 1..!.,i, ___ PSI (iPM:. 14£!,9_._ Hydrant 2 l'itot ____ . PSI GPM:. ___ _ ~lydmnt 3 Pitot PSI GPM.: ___ _ Total: ___ _ (Ql) Calculated test and !low datli • OxPD2 k =Q2 PDJ*k Static: .................... ___ _ Desired Residual ....... __ .. 20 __ Size of Orifice. ___ _ Size of Orifice. ___ _ Sil:e of Orifice. ___ _ l'ressure Drop (PD 2) ... ____ ................................. K fudor .l'D 2:, _____ _ --·· __ x ___ __;dividcd by _____ equ~ls, ____ Gl'M nt 20 psi residual Ql PD2k PD lk Q2 Comments: ____________________________ _ ------- Te,;t conducted for : Conducted by: _______________________ _ Date:. _____ _ Time: _____ _ Sep 23 08 12:38p AAA Fire Sprinklers 16194454052 Cansnao ,tiurW~-a/.. W:iter District Potable Water Discharge Event Report Date: Reason for Discharge Event ~~ ~~ Dewatering Water Mains Note: Includes flow testing and flushing .Dewaterlng Reservoins Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, I.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion cf dewatering, ensure that any sediment or silted areas are cleared. Initial Estimated Discharge Flow: Start Time End Time Pre-Dechlorlnatlon Residual: / Post-Dechlorination Residual: / (less than 0.1 mg/L) • pH within limits of 6.0 and 9.0 p.3 Water Sampling Performed by: ____________________ _ Comments: '-"----------------------------- Submitted by: __________ _ (Name & Date) Sep ~4 08 03:l0p AAA Fire Sprinklers 16194454052 AAA Fire Sprinklers Commercial Tenant Improvement Specialists Fax Cover Sheet To: Marie Master Company: City of Carlsbad Fax Number: 760.602.8561 Phone Number: ,RE, 6197 El Cam;~ Real Flow Te• From: Katie Watson Date: Wednesday, September 24, 2008 Pages: 3 Job#: [Urgent] [For Review) [Please Comment] [Please Reply] [As Requested) Comments: Good Afternoon Marie, Here's the other information you needed for the flow test. Pitot:70 PSI: 110 GPM: 1400 Please let met know if there's anything else I can provide for you. Thanks, Katie p. 1 C-16# 908752 20942JapatuIRoad Alpine, CA 91901 Office 619.445.9898 Fax: 619.445.4052