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HomeMy WebLinkAbout2525 EL CAMINO REAL; 110; AS080081; Permit12/5/24, 2:07 PM AS080081 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS080081 2525 EL CAMINO Job Address: REAL 110 Permit Type: SPRINK Parcel No: 1563020900 Lot #: 0 Reference No.: Status: ISSUED Applied 5/27/2008 Approved: 5/27/2008 Issued: 5/27/2008 PC #: Inspector: Project Title: CHAMPS SPORTS#110G T.I. SPRINKLER PLAN CHECK & INSPECTIONS Applicant: BRADSHAW ENGINEERING CORP 8645 ARGENT ST SANTEE CA 619-448-4300 Owner: PLAZA CAM INO REAL C/O WESTFIELD CORP INC 11601 WILSHIRE BLVD LOS ANGELES CA Fees ($) Add'I Fees ($) f Total ($) Balance ($) 130 L 0 130 0 about:blank 1/1 THERE ARE NO PLANS ASSOCIATED WITH THIS PERMIT ----------------------------------------------------------------- - ---------- S TJF'I rv11L 0 F' Ii ID EQ AL 13 T-j I C C 1. I C 13 1 I' I C) 111 S F' 0 IQ C 1i mj ? 1 . ("— m ± ri C) IQ . :L 2520 El Camino Real Carlsbad CA FILE r -------------------------------------------------------------------------------- S 111Dm ± t t a BRADSHAW ENGINEERING CORP 8645 ARGENT Street SANTEE CA 92071 -------------------------------------------------------------------------------- Design Specifications Water Supply Information System Demand Density : 0.400 96.00 psi @ 0.00 gpm 53.55 psi Design Area: 2142.00 96.00 psi @ 4380.00 gpm 921.4 gpm + 500.0 gpm Hose rrc, t . 1 ID na: 14:21 4: 53 - 66 p ± S y t: m if t y if aL C: t C) : 4: 2 %4-4 ± Notes: - List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Code:Description Code:Description Code:Description Code:Description A: Alarm Va H: 0: V: B:Butt'flyVa I: P: W: C: Check Va J: Q: X: D : DryPipeVa K : R : Y E : Std. Elbow L : LongTurnEl S : Z F : Deluge Va_ M : T : Std. Tee G: Gate Va. N: U: Calcs By: RCB Checked: 10 Apr 2008 Page: 1 Ser:*310046* Hypercalc Program by Crowley Design Group, (215)-337--7060 S i.imm ]r C) f S p 1 ± ri] 1 ri I-I F' 1 C)W Job No:Suite hOG Champs @ Plaza Camino Real Design density: .40 Supplied flow and pressure is based on 53.55 psi available at supply 96.00 psi is actually available Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. A51 12.73 12.73 11.20 40.1 40.0 0.3% A51 A52 13.43 13.43 11.20 41.2 40.0 3.0% A52 A53 13.87 13.87 11.20 41.8 40.0 4.5% A53 A54 13.15 13.15 11.20 40.8 40.0 2.0% A54 A55 12.77 12.77 11.20 40.2 40.0 0.5% A55 A56 13.47 13.47 11.20 41.3 40.0 3.2% A56 A57 13.91 13.91 11.20 41.9 40.0 4.7% A57 A58 13.19 13.19 11.20 40.8 40.0 2.0% A58 A59 12.91 12.91 11.20 40.4 40.0 1.0% A59 AGO 13.62 13.62 11.20 41.5 40.0 3.8% A60 A61 14.07 14.07 11.20 42.1 40.0 5.3% A61 A62 13.33 13.33 11.20 41.0 40.0 2.5% A62 A63 13.22 13.22 11.20 40.8 40.0 2.0% A63 A64 13.94 13.94 11.20 41.9 40.0 4.7% A64 A65 14.39 14.39 11.20 42.6 40.0 6.5% A65 A66 13.65 13.65 11.20 41.5 40.0 3.8% A66 A67 13.73 13.73 11.20 41.6 40.0 4.0% A67 A68 14.49 14.49 11.20 42.7 40.0 6.8% A68 A69 14.95 14.95 11.20 43.4 40.0 8.5% A69 A70 14.18 14.18 11.20 42.3 40.0 5.7% A70 A71 16.11 16.11 11.20 45.1 40.0 12.8% A71 A72 16.98 16.98 11.20 46.3 40.0 15.7% A72 Caics By: RCB Checked: 10 Apr 2008 Page: 2 Ser:*310046* Hypercaic Program by Crowley Design Group, (215)-337-7060 p' 1 cw . iid > Li S -uirnrnaL:ry Job N'o:Suite hOG Champs @ Plaza Camino Real Elev. REF. Flow Pt Pt Pe Pt REF. Elev. F R I C T 10 N L 0 S S C A L CU L A T 10 N S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pt/ft Diam C Flow fps 16.00 A51 << 40.1 << 12.73 0.70 0.00 13.43 A52 16.00 12.00 12.00 0.059 1.610 120 40.1 6.3 16.00 A52 << 81.3 << 13.43 3.29 0.00 16.72 Cli 16.00 7.20T 8.00 15.20 0.216 1.610 120 81.3 12.8 16.00 A53 >> 40.8 >> 13.87 -0.72 0.00 13.15 A54 16.00 12.00 12.00 0.060 1.610 120 40.8 6.4 16.00 A53 << 82.6 << 13.87 2.85 0.00 16.72 Cli 16.00 4.80T 8.00 12.800.223 1.610 120 82.6 13.0 16.00 A55 << 40.2 << 12.77 0.70 0.00 13.47 A56 16.00 12.00 12.00 0.059 1.610 120 40.2 6.3 16.00 A56 << 81.4 << 13.47 3.30 0.00 16.77 C12 16.00 7.20 T 8.00 15,20 0.217 1.610 120 81.4 12.8 16.00 A57 >> 40.8>> 13.91 -0.73 0.00 13.19 A58 16.00 12.00 12.00 0.060 1.610 120 40.8 6.4 16.00 A57 << 82.7 << 13.91 2.86 0.00 16.77 C12 16.00 4.80 T 8.00 12.80 0.223 1.610 120 82.7 13.0 16.00 A59 << 40.4 << 12.91 0.71 0.00 13.62 AGO 16.00 12.00 12.00 0.059 1.610 120 40.4 6.3 16.00 A60 << 81.9 << 13.62 3.33 0.00 16.95 C13 16.00 7.20T 8.00 15.20 0.219 1.610 120 81.9 12.9 16.00 A61 >> 41.0 >> 14.07 -0.73 0.00 13.33 A62 16.00 12.00 12.00 0.061 1.610 120 41.0 6.4 16.00 A61<< 83.2 << 14.07 2.89 0.00 16.95 C13 16.00 4.80T 8.00 12.80 0.226 1.610 120 83.2 13.1 16.00 A63 << 40.8 << 13.22 0.73 0.00 13.94 A64 16.00 12.00 12.00 0.061 1.610 120 40.8 6.4 16.00 A64 << 82.8 << 13.94 3.40 0.00 17.34 C14 16.00 7.20 P 8.00 15.20 0.224 1.610 120 82.8 13.0 16.00 A65 >> 41.5 >> 14.39 -0.75 0.00 13.65 A66 16.00 12.00 12.00 0.062 1.610 120 41.5 6.5 16.00 A65 << 84.1 << 14.39 2.95 0.00 17.34 C14 16.00 4.80 P 8.00 12.80 0.230 1.610 120 84.1 13.2 16.00 A67 << 41.6 << 13.73 0.75 0.00 14.49 A68 16.00 12.00 12.00 0.063 1.610 120 41.6 6.5 16.00 A68 << 84.4 << 14.49 3.52 0.00 18.01 C15 16.00 7.20 T 8.00 15.20 0.232 1.610 120 84.4 13.3 16.00 A69 >> 42.3>> 14.95 -0.77 0.00 14.18 A70 16.00 12.00 12.00 0.065 1.610 120 42.3 6.6 16.00 A69 << 85.7 << 14.95 3.05 0.00 18.01 C15 16.00 4.80 T 8.00 12.80 0.239 1.610 120 85.7 13.5 16.00 All << 45.1 << 16.11 0.87 0.00 16.98 A72 16.00 12.00 12.00 0.013 1.610 120 45.1 7.1 16.00 A72 << 91.3 << 16.98 4.08 0.00 21.05 C16 16.00 7.20 T 8.00 15.20 0.268 1.610 120 91.3 14.4 16.00 Cli << 163.9 << 16.72 2.58 0.43 19.73 Dli 15.00 1.00 T 10.00 11.00 0.234 2.067 120 163.9 15.6 16.00 C12 << 164.2 << 16.17 2.59 0.43 19.19 012 15.00 1.00 P 10.00 11.00 0.235 2.061 120 164.2 15.7 16.00 C13 <<165.0 << 16.95 2.61 0.43 20.00 013 15.00 1.00 T 10.00 11.00 0.237 2.067 120 165.0 15.7 16.00 C14 <<166.9 << 11.34 2.67 0.43 20.44 014 15.00 1.00 T 10.00 11.00 0.242 2.061 120 166.9 15.9 16.00 C15 << 170.1 << 18.01 2.76 0.43 21.20 015 15.00 1.00 T 10.00 11.00 0.251 2.067 120 170.1 16.2 16.00 C16 << 91.3 << 21,05 0.87 0.43 22.36 016 15.00 1.00 P 10.00 11.00 0.079 2.067 120 91.3 8.7 15.00011 << 163.9<< 19.73 0.06 0.00 19.79012 15.00 8.33 8.33 0.007 4.260 120 163.9 3.7 15.00 012 <<328.1<< 19.79 0.21 0.00 20.00 D13 15.00 8.33 8.33 0.025 4.260 120 328.1 1.4 15.00 013 <<493.i<< 20.00 0.44 0.00 20.44 014 15.00 8.33 8.33 0.053 4.260 120 493,1 11.1 15.00 014 << 660.0 << 20.44 0.76 0.00 21.20 015 15.00 8.33 8.33 0.091 4.260 120 660.0 14.8 15.00 015 << 830.1 << 21.20 1.16 0.00 22.36 016 15.00 8.33 8.33 0.139 4.260 120 830.1 18.6 15.00 016 << 921.4 << 22.36 2.74 0.00 25.10 021 15.00 12:33 12.33 0.222 4.026 120 921.4 23.2 15.00 D21 << 921.4 << 25.10 15.12 0.00 40.23 022 15.00 28.00 T28 40.00 68.00 0.222 4.026 120 921.4 23.2 15.00 022 << 921.4 << 40.23 4.90 0.00 45.13 El 15.00 102.00 2T 60.00 162.00 0.030 6.065 120 921.4 10.2 15.0081 <<921.4 << 45.13 0.80 6.51 52,44 Ri 0.00 35.00 BAG 12.00 107.00 0.008 8.071 120 921.4 5.8 0.00 Ri << 921.4 << 52.44 1.11 0.00 rT'zi I 0.00 80.00 TGC 105.72 185.72 0.006 7.980 140 921.4 5.9 I Caics By: RCB Checked: 10 Apr 2008 Page: 3 Ser:*310046* Hypercalc Program by Crowley Design Group, (215)-337-7060 -------------------------------------------------------------------------------- S tIF'4 Fs4 -AL P- II ID TZ 1 TJ L1 I C cILCop 1 i DS 0 C11rnTp © Cm±iac, I€] p2520 El Camino Real Carlsbad CA -------------------------------------------------------------------------------- S im ± t t ci r BRADSHAW ENGINEERING CORP 8645 ARGENT Street SANTEE CA 92071 -------------------------------------------------------------------------------- Design Specifications Water Supply Information System Demand Density : 0.400 96.00 psi @ 0.00 gpm 83.43 psi Design Area: 2142.00 96.00 psi @ 4380.00 gpm 1007.9 gpm + 500.0 gpm Hose nrc) t 1 ID rid: 1507 9 qm © 83 - 4:3 ± S jr t m E5 zx f t jr E aL c t c : 12 - 56 ± Notes: List of Fitting Abbreviations Example: 11 E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Code :Description Code :Description Code :Description Code :Description A: Alarm Va H: 0: V: B:Butt'flyVa I: P: W: C: Check Va J: Q: X: D : DryPipeVa K : R : Y E : Std. Elbow L : LongTurnEl S : Z F : Deluge Va_ M : T : Std. Tee G: Gate Va N: U: Caics By: RCS Checked: 10 Apr 2008 Page: 1 Ser: *310046* Hypercaic Program by Crowley Design Group, (215) -337-7060 S iimm Ir CD E S ri rik 1 r-I<a I-I F' 1 cw Job No:Suite hOG Champs @ Plaza Camino Real Design density: .40 Supplied flow and pressure is based on 83.43 psi available at supply 96.00 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. AOl 12.73 12.73 11.20 39.9 40.0 -0.3 AOl A02 13.39 13.39 11.20 41.0 40.0 2.5% A02 A03 15.81 15.81 11.20 44.5 40.0 11.3% A03 A04 21.28 21.28 11.20 51.7 40.0 29.3% A04 A05 13.21 13.21 11.20 40.7 40.0 1.8% AOS A06 13.89 13.89 11.20 41.7 40.0 4.3% A06 A07 16.40 16.40 11.20 45.4 40.0 13.5% A07 A08 22.06 22.06 11.20 52.6 40.0 31.5% A08 A09 13.83 13.83 11.20 41.7 40.0 4.3% A09 A10 14.54 14.54 11.20 42.7 40.0 6.8% A10 All 17.17 17.17 11.20 46.4 40.0 16.0% All Al2 23.07 23.07 11.20 53.8 40.0 34.5% Al2 A13 14.48 14.48 11.20 42.7 40.0 6.8% A13 A14 15.23 15.23 11.20 43.7 40.0 9.3% A14 A15 17.97 17.97 11.20 47.4 40.0 18.5% A15 A16 24.13 24.13 11.20 55.0 40.0 37.5% A16 A17 13.88 13.88 11.20 41.7 40.0 4.3% A17 A18 14.60 14.60 11.20 42.8 40.0 7.0% A18 A19 17.23 17.23 11.20 46.5 40.0 16.3% A19 A20 23.15 23.15 11.20 53.9 40.0 34.8% A20 A21 16.92 16.92 11.20 46.1 40.0 15.3% A21 A22 17.12 17.12 11.20 46.3 40.0 15.7% A22 Calcs By: RCB Checked: 10 Apr 2008 Page: 2 Ser:*310046* Hypercaic Program by Crowley Design Group, (215)-337-7060 P 1 DW aL rid - -Li S iimm i Job No:Suite hOG Champs @ Plaza Camino Real Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T 10 N L 0 S S C A L C U L A T 10 N S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 16.00 AOl << 39.9 << 12.73 0.66 0.00 13.39 A02 16.00 11.33 11.33 0,058 1.610 120 39.9 6.3 16.00 A02 << 80.9 << 13.39 2.43 0.00 15.81 A03 16.00 11.33 11.33 0.214 1.610 120 80.9 12.7 16.00 A03 <<125.4 << 15.81 5.47 0.00 21.28 A04 16.00 11.33 11.33 0.482 1.610 120 125.4 19.7 16.00 A04 << 177.1 << 21.28 3.11 0.00 24.39 C01 16.00 1.50 T 10.00 11.50 0.270 2.067 120 177,1 16.9 16.00 A05 << 40.7 << 13.21 0.68 0.00 13.89 A06 16.00 11.33 11.33 0.060 1.610 120 40.7 6.4 16.00 AOG << 82.4 << 13.89 2.51 0.00 16.40 A07 16.00 11.33 11.33 0.222 1.610 120 82.4 13.0 16.00 A07 <<127.8 << 16.40 5.66 0.00 22.06 A08 16.00 11.33 11.33 0.499 1.610 120 127.8 20.1 16.00 A08 <<180.4 << 22.06 3.22 0.00 25.28 CO2 16.00 1.50T 10.00 11.50 0.280 2.067 120 180.4 17.2 16.00 A09 << 41.7 << 13.83 0.71 0.00 14.54 A10 16.00 11.33 11.33 0.063 1.610 120 41.7 6.6 16.00 A10 << 84.3 << 14.54 2.62 0.00 17.17 All 16.00 11.33 11.33 0.232 1.610 120 84.3 13.3 16.00 All <<130.7 << 17.17 5.90 0.00 23.07 Al2 16.00 11.33 11.33 0.521 1.610 120 130.7 20.5 16.00 Al2 <<184.5 << 23.07 3.35 0.00 26.42 CO3 16.00 1.50 T 10.00 11.50 0.292 2.067 120 184.5 17.6 16.00 A13 << 42.7 << 14.48 0.74 0.00 15.23 A14 16.00 11.33 11.33 0.066 1.610 120 42.7 6.7 16.00 A14 << 86.4 << 15.23 2.74 0.00 17.97 A15 16.00 11.33 11.33 0.242 1,610 120 86.4 13.6 16.00 A15 <<133.8 << 17.97 6.16 0.00 24.13 A16 16.00 11.33 11.33 0.544 1.610 120 133.8 21.0 16.00 A16 <<188.8 << 24.13 3.50 0.00 27.63 C04 16.00 1.50T 10.00 11.50 0.304 2.067 120 188.8 18.0 16.00 A17 << 41.7 << 13.88 0.71 0.00 14.60 A18 16.00 11.33 11.33 0.063 1.610 120 41.7 6.6 16.00 A18 << 84.5 << 14.60 2.63 0.00 17.23 A19 16.00 11.33 11.33 0.232 1.610 120 84.5 13.3 16.00 A19 <<130.9 << 17.23 5.92 0.00 23.15 A20 16.00 11.33 11.33 0.522 1.610 120 130.9 20.6 16.00 A20 <<184.8 << 23.15 3.36 0.43 26.94 C05 15.00 1.50 T 10.00 11.50 0.293 2.067 120 184.8 17.6 16.00 A21 << 46.1 << 16.92 0.20 0.00 17.12 A22 16.00 8.75 8.75 0.022 2.067 120 46.1 4.4 16.00 A22 << 92.4 << 17.12 0.71 0.00 17.83 A23 16.00 8.75 8.75 0.081 2.067 120 92.4 8.8 16.00 A23 << 92.4 << 17.83 8.68 0.43 26.94 C05 15.00 72.00 3TB 35.00 107.00 0.081 2.067 120 92.4 8.8 16.00 C01 << 177.1 << 24.39 2.98 0.43 27.80 D01 15.00 1.00 T 10.00 11.00 0.270 2.067 120 177.1 16.9 16.00 CO2 <<180.4 << 25.28 3.08 0.43 28.79 002 15.00 1.00T 10.00 11.00 0.280 2.067 120 180.4 17.2 16.00 CO3 <<184.5 << 26.42 3.21 0.43 30.06 D03 15.00 1.00 T 10.00 11.00 0.292 2.067 120 184.5 17.6 16.00 C04 << 188.8 << 27.63 3.35 0.43 31.41 D04 15.00 1.00 T 10.00 11.00 0.304 2.067 120 188.8 18.0 15.00 C05 <<277.i<< 26.94 6.81 0.00 33.76 D05 15.00 1.00T 10.00 11.00 0.619 2.067 120 277.1 26.4 15.00 D01 <<177.1<< 27.80 1.00 0.00 28.79 002 15.00 8.75 8.75 0.114 2.469 120 177.1 11.8 15.00 D02 <<357.5 << 28.79 1.27 0.00 30.06 D03 15.00 8.75 8.75 0.145 3.068 120 357.5 15.5 15.00 D03 << 542.0 << 30.06 1.35 0.00 31.41 D04 15.00 8.75 8.75 0.154 3.548 120 542.0 17.5 15.00 D04 <<730.8 << 31.41 2.35 0.00 33.76 D05 15.00 8.75 8.75 0.268 3.548 120 730.8 23.7 15.00 DOS <<1007.9 << 33.76 2.30 0.00 36.06 D06 15.00 8.75 8.75 0.263 4.026 120 1007.9 25.3 15.00 D06 <<1007.9 << 36.06 2.10 0.00 38.16 D07 15.00 8.00 8.00 0.263 4.026 120 1007.9 25.3 15.00 D07 <<1007.9 << 38.16 12.87 0.00 51.02 D21 15.00 43.00 L 6.00 49.00 0.263 4.026 120 1007.9 25.3 15.00 D21 <<1007.9 << 51.02 17.86 0.00 68.88 D22 15.00 28.00 T2E 40.00 68.00 0.263 4.026 120 1007.9 25.3 15.00 D22 <<1007.9 << 68.88 5.78 0.00 74.66 El 15.00 102.00 2T 60.00 162.00 0.036 6.065 120 1007.9 11.2 15.00 El <<1007.9 << 74.66 0.95 6.51 82.12 Ri 0.00 35.00 RAG 72.00 107.00 0.009 8.071 120 1007.9 6.3 0.00 Ri <<1007.9<< 82.12 1.31 0.00 83.43 Zi 0.00 80.00 TGC 105.72 185.72 0.007 7.980 140 1007.9 6.4 Caics By: RCB Checked:_______ 10 Apr 2008 Page: 3 Ser:*310046* Hypercaic Program by Crowley Design Group, (215)-337-7060