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HomeMy WebLinkAbout4045 AIDAN CR | 4047 AIDAN CR | 4049 AIDAN CR | 4051 AIDAN CR | 4053 AIDAN CR | 4055 AIDAN CR; ; AS060224; Permit5/18/2021 AS060224 Permit Data City of Carlsbad Sprinkler Permit Job Address: 4045 AIDAN CR Permit Type: SPRINK Parcel No: 2061204100 Lot #: 0 Reference No.: Permit No: AS060224 Status: ISSUED Applied 9/13/2006 Approved: 9/13/2006 Issued: 9/13/2006 PC #: Inspector: Project Title: THE BLUFFS, BLDG F FIRE SPRINKLER INSPECTIONS @ ($60/EA Applicant: Owner: FIRE SPRINKLER SYSTEMS 155 ENTERPRISE COURT CORONA, CA (800) 915-3473 Fees ($) Add'l Fees ($) Total ($) Balance ($) .240 0 240 0 1/1 AS06022-4 SPRINKLER PLANS BLDG Fee 404711 4049, 4051, 4053, 4055 A.IDAN- Cl RCLE PATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING F 1065 CHINQUAPIN 'AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 9/6/2006 File No: 60120 BLDG E&F Data File Name: 60120 BLDG E&F.rdf SPRINKLER SPACING 130.0 sq. ft./spkl.r. (max) Max. Dist. Bet. Spklrs: 10.0 ft. Min. Dist. Bet. Spklrs: 13.0 Max. Dist. Spklr. to Wall: SPRINKLER SPECIFICATIONS Mfr: reliable Descr: F1FR Pendent K=5.60 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=5.36 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=5.31 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: BlazeMaster HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 72.0 psi Resid: 18.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 19.5 13.2 28 19.5 72.0 28.6 4 ' 19.5 13.2 28 84.4 71.7 66.1 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT ASOOa%r?4 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 2 PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 4 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT FE (PSI)*(GPM) FL/FT FE (PSI) = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = * = = = = = = = = = = = = = = = = = = = = = * = = = = = = = = = = = = = = = = = = = = 1 1 25.00 BG ---- 69.0 SRCE 19.5 0.01 28.6 ---- 84.5 0.09 66.1 150 2 4.240 43.0 ---- 69.0 ---- ---- 0.00 0.00 28.6 ---- 0.00 0.00 66.0 2 2 4.00 L ---- 69.0 ---- ---- 19.5 0.00 28.6 ---- 84.4 0.03 66.0 140 100 4.220 17.0 ---- 71.0 ---- ---- 0.00 0.87 27.7 ---- 0.00 0.87 65.1 3 100 6.00 3RS ---- 71.0 ---- ---- 19.5 0.06 27.7 ---- 84.4 0.93 65.1 120 101 2.469 26.0 ---- 71.0 ---- ---- 0.00 0.00 27.6 ---- 0.03 0.00 64.2 4 101 4.00 B -4.0 71.0 ---- ---- 19.5 0.06 27.6 ---- 84.4 0.94 64.2 150 3 1.959 12.0 ---- 69.0 ---- ---- 0.00 0.87 24.4 ---- 0.06 0.87 60.1 5 3 10.00 L ---- 69.0 ---- ---- -19.5 0.06 24.4 ---- 84.4 0.94 60.1 150 4 1.959 6.0 ---- 69.0 ---- ---- -0.00 0.00 24.4 ---- 0.06 0.00 59.1 6 4 4.00 L ---- 69.0 ---- ---- - 19.5 0.04 24.4 ---- 84.4 0.59 59.1 150 5 1.959 6.0 ---- 71.0 ---- ---- 0.00 0.87 23.5 ---- 0.06 0.87 57.7 7 5 6.00 LB3RS ---- 71.0 ---- ---- 19.5 0.19 23.5 ---- 84.4 2.87 57.7 150 6 2.009 49.0 ---- 77.0 ---- ---- 0.00 2.60 20.7 ---- 0.05 2.60 52.2 8 6 2.00 L ---- 77.0 ---- ---- 19.5 0.12 20.7 ---- 84.4 1.75 52.2 150 10 1.598 9.0 ---- 79.0 ---- ---- 0.01 0.87 19.7 ---- 0.16 0.87 49.6 9 10 14.00 2L ---- 79.0 -------- 19.5 0.34 19.7 ---- 84.4 5.09 49.6 150 11 1.598 18.0---- 79.0 ---- ---- 0.01 ,0.00 19.3 ---- 0.16 0.00 44.5 10 11 2.00 LR ---- 79.0 ---- ---- 0.0 0.00 19.3 ---- 0.0 0.00 44.5 150 12 0.874 8.0 ---- 79.0 ---- ---- 0.00 0.00 19.3 ---- 0.00 0.00 44.5 11 11 11.00 B3R ---- 79.0 ---- ---- 19.5 0.23 19.3 ---- 84.4 3.50 44.5 150 13 1.598 11.0 ---- 79.0 ---- ---- 0.01 0.00 19.1 ---- 0.16 0.00 41.0 12 13 3.50 150 14 0.874 13 13 10.00 150 15 l..598 14 15 22.50 150 16 1.598 15 16 29.00 150 17 1.598 16 17 13.50 150 18 1.598 B ---- 79.0 ---- ---- 0.0 0.00 19.1 ---- 0.0 0.00 41.0 3.0 ---- 79.0 ---- ---- 0.00 0.00 19.1 ---- 0.00 0.00 41.0 5R ---- 79.0 ---- ---- 19.5 0.16 19.1 ---- 84.4 2.39 41.0 5.0 ---- 79.0 ---- ---- 0.01 0.00 19.0 ---- 0.16 0.00 38.6 8R ---- 79.0 -------- 19.5 0.32 19.0 ---- 84.4 4.86 38.6 8.0 ---- 79.0 ---- ---- 0.01 0.00 18.6 ---- 0.16 0.00 33.8 8R ---- 79.0. ---- ---- 19.5 0.39 18.6 ---- 84.4 5.89 33.8 8.0 ---- 79.0 ---- ---- 0.01 0.00 18.2 ---- 0.16 0.00 27.9 7R ---- 79.0 ---- ---- 19.5 0.22 18.2.---- 84.4 3.26 27.9 7.0 ---- 79.0 ---- ---- 0.01 0.00 18.0 ---- 0.16 0.00 24.6 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 3 17 18 7.50 2R ---- 79.0 ---- ---- 19.5 0.10 18.0 ---- 84.4 1.51 24.6 150 74 1.598 2.0 ---- 79.0 ---- ---- 0.01 0.00 17.9 ---- 0.16 0.00 23.1 18 74 10.00 4R ---- 79.0 ---- ---- 18.3 0.13 17.9 ---- 79.4 1.99 23.1 150 19 1.598 4.0 ---- 79.0 ---- ---- 0.01 0.00 17.8 ---- 0.14 0.00 21.1 19 19 3.50 B ---- 79.0 ---- ---- -1.2 0.01 17.8 -----5.0 0.11 21.1 150 20 0.874 3.0 ---- 79.0 ---- --- -0.00 0.00 17.8 -----0.02 0.00 21.2 20 19 13.00 6R ---- 79.0 ---- ---- 19.5 0.20 17.8 ---- 84.4 3.02 21.1 150 21 1.598 6.0 ---- 79.0 ---- ---- 0.01 0.00 17.6 ---- 0.16 0.00 18.1 21 21 11.00 'LB ---- 79.0 ---- ---- 0.0 0.00 1.7.6 ---- 19.9 4.34 18.1 150 22 0.874 10.0 ---- 79.0 5.36 ---- 0.00 0.00 17.6 19.9 0.21 0.00 13.7 22 21 0.50 R ---- 79.0 --------, 19.5 0.02 17.6 ---- 64.6 0.15 18.1 150 23 1.598 1.0 ---- 79.0 5.36 ---- 0.01 0.00 17.6 22.7 0.10 0.00 17.9 23 23 3.00 2R ---- 79.0 5.36 ---i- 19.5 0.05 17.6 22.7 41.9 0.22 17.9 150 24 1.598 2.0 ---- 79.0 ---- ---- 0.01 0.00 17.5 ---- 0.04 0.00 17.7 24 24 3.50 B ---- 79.0 ---- ---- 0.9 0.00 17.5 ---- 1.8 0.02 17.7 150 25 0.874 3.0 ---- 79.0 ---- ---- 0.00 0.00 17.5 ---- 0.00 0.00 17.7 25 24 5.50 R ---- 79.0 ---- ---- - 18.6 0.06 17.5 ---- 40.1 0.26 17.7 150 26 1.598 1.0 ---- 79.0 5.36 ---- 0.01 0.00 17.5 22.4 0.04 0.00 17.5 26 26 0.50 R ---- 79.0 5.36 ---- 18.6 0.01 17.5 22.4 17.7 0.01 17.5 150 27 1.598 1.0 ---- 79.0 ---- ---- 0.01 0.00 17.4 ---- 0.01 0.00 17.4 27 27 11.00 LB ---- 79.0 ---- ---- 19.5 4.20 17.4 ---- 19.5 4.20 17.4 150 28 0.874 10.0 ---- 79.0 5.36 19.5 0.20 0.00 13.2 19.5 0.20 0.00 13.2 28 27 4.50 R ---- 79.0 ---- ---- -0.9 0.00 17.4 -----1.8 0.00 17.4 150 29 1.598 1.0 ---- 79.0 ---- ---- 0.00 .;0.00 17.4 ---- 0.00 0.00 17.4 29 29 2.00 LB ---- 79.0 ---- ---- -0.9 0.01 17.4 -----1.8 0.03 17.4 150 30 0.874 10.0 '---- 79.0 ---- ---- 0.00 0.00 17.5 ---- 0.00 0.00 17.5 30 30 10.00 B ---- 79.0 . ---- ---- -0.9 0.01 17.5 -----1.8 0.03 17.5 150 31 0.874 3.0 ---- 89.0 ---- ---- 0.00 4.33 13.1 ---- 0.00 4.33 13.2 31 31 3.00 2L ---- 89.0 ---- ---- 0.0 0.00 13.1 ---- 0.0 0.00 13.2 150 32 0.874 14.0 ---- 89.0 ---- ---- 0.00' 0.00 13.1 ---- 0.00 0.00 13.2 32 31 10.00 B ---- 89.0 ---- ---- -0.9 0.01 13.1 -----1.8 0.03 13.2 150 33 0.874 3.0 ---- 99.0 ---- ---- 0.00 4.33 8.8 ---- 0.00 4.33 8.9 33 33 3.50 L' ---- 99.0 ---------0.9 0.01 8.8 -----1.8 0.03 8.9 150 34 0.874 7.0 ---- 99.0 ---- ---- 0.00 0.00 8.8 ---- 0.00 0.00 8.9 34 34 11.00 B2R ---- 99.0 ---- ---- -0.4 0.00 8.8 -----0.9 0.01 8.9 150 35 0.874 5.0 ---- 99.0 --------- 0.00 0.00 8.8 ---- 0.00 0.00 8.9 35 35 3.50 B ---- 99.0 ---- ---- 0.0 0.00 8.8 ---- 0.0 0.00 8.9 150 36 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 8.8 ---- 0.00 0.00 8.9 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 4 36 35 3.50 R ---- 99.0 ---- ---- -0.4 0.00 8.8 -----0.9 0.00 8.9 150 37 0.874 1.0 ---- 99.0 ---- ---- 0.00 0.00 8.8 ---- 0.00 0.00 8.9 37 37 1.00 B ---- 99.0 ---- ---- 0.0 0.00 8.8 ---- 0.0 0.00 8.9 150 38 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 8.8 ---- 0.00 0.00 8.9 38 37 6.50 R ---- 99.0 ---- ---- -0.4 0.00'.8.8 ---- -0.9 0.00 8.9 150 39 0.874 1.0 ---- 99.0 ---- ---- 0.00 0.00 8.8 ---- 0.00 0.00 8.9 39 39 5.00 B ---- 99.0 ------ 0.0 0.00 8.8 ---- :0.0 0.00 8.9 150 40 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 8.8 ---- 0.00 0.00 8.9 40 39 11.00 L2R ---- 99.0 ---- ---- -0.4 0.00 8.8 -----0.9 0.01 8.9 150 41 0.87.4 9.0 ---- 99.0 ---- ----- 0.00 0.00 8.8 ---- 0.00 0.00 8.9 41 41 7.50 B ---- 99.0 ---- --- -0.0 0.00 8.8 ---- 0.0 0.00 8.9 150 42 0.874 3.0 ---- 99.0 ---- ----- 0.00 0.00 8.8 ---- 0.00 0.00 8.9 42 41 8.50 2R ---- 99.0 ---- ---- -0.4 0.00 8.8 :---- -0.9 0.01 8.9 150 43 0.874 2.0 ---- 99.0 ---- ---- 0.00 0.00 8.8 ---- 0.00 0.00 8.9 43 43 5.00 B ---- 99.0 ---- ---- -0.9 0.01 8.8 -----1.8 0.02 8.9 150 44 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 8.8 ---- 0.00 0.00 9.0 44 43 30.00 2L8R ---- 99.0 ---- u--- 0.5 0.01 8.8 ---- 0.9 0.04 8.9 150 34 0.874 22.0 ---- 99.0 ---- ---- 0.00 0.00 8.8 ---- 0.00 0.00 8.9 45 36 10.00 L ---- 99.0 ---- ---- 0.0 0.00 8.8 ---- 0.0 0.00 8.9 150 45 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 13.1 ---- 0.00 4.33 13.2 46 45 6.00 2L ---- 89.0 ---- ---- 0.0 0.00 13.1 ---- 0.0 0.00 13.2 150 46 0.874 14.0 ---- 89.0 --------. 0.00 0.00 13.1 ---- 0.00 0.00 13.2 47 40 10.00 L ---- 99.0 ---- ---- 0.0 0.00 8.8 ---- 0.0 0.00 8.9 150 47 0.874 7.0 ---- 89.0 ---- .---- 0.00 .;4.33 13.1 ---- 0.00 4.33 13.2 48 47 5.00 2L ---- 89.0 ---- ---- 0.0 0.00 13.1 ---- 0.0 0.00 13.2 150 48 0.8.74 14.0 ---- 89.0 ---- ----- 0.00 0.00 13.1 ---- 0.00 0.00 13.2 49 44 10.00 L ---- 99.0 ---- ---- -0.9 0.01 8.8 ---- -1.8 0.04 9.0 150 49 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 13.2 ---- 0.00 4.33 13.3 50 49 6.50 150 50 0.874 51 49 10.00 150 25 0,.874 52 20 10.00 150 51 0.874 53 51 6.00 150 52 0.874 54 51. 10.00 150 53 0.874 LB ---- 89.0 ---- ---- 0.0 0.00 13.2 ---- 0.0 0.00 13.3 10.0 ---- 89.0 ---- ---- 0.00 0.00 13.2 ---- 0.00 0.00 13.3 B ---- 89.0 ---- ---- -0.9 0.01 13.2 ---- -1.8 0.03 13.3 3.0 ---- 79.0 ---- ---- 0.00 4.33 17.5 ---- 0.00 4.33 17.7 L ---- 79.0 ---- ----- -1.2 0.02 17.8 -----5.0 0.28 21.2 7.0 ---- 89.0 ---- ---- 0.00 4.33 13.5 -----0.02 4.33 17.2 LB ---- 89.0 ---- ---- 0.0 0.00 13.5 ---- 0.0 0.00 17.2 10.0 ---- 89.0 ---- ---- 0.00 0.00 13.5 ---- 0.00 0.00 17.2 B ---- 89.0 ---- ---- -1.2 0.01 13.5 -----5.0 0.21 17.2 3.0 ---- 99.0 ---- ---- 0.00 4.33 9.2 -----0.02 4.33 13.0 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&E'.rdf Page 5 55 53 5.00 L ---- 99.0 ---- ---- -1.2 0.01 9.2 ---- -5.0 0.19 13.0 150 54 0.874 7.0 ---- 99.0 ---- ---- 0.00 0.00 9.2 -----0.02 0.00 13.2 56 54 8.50 2R ---- 99.0 ---- ---- -0.5 0.00 9.2 -----2.2 0.04 13.2 150 55 0.874 2.0 ---- 99.0 ---- ---- 0.00 0.00 9.2 ---- 0.00 0.00 13.3 57 55 .7.00 : B ---- 99.0 ---- ---- 0.0 0.00 9.2 •---- 0.0 0.00 13.3 150 56 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 9.2 ---- 0.00 0.00 13.3 5855 11.00 L2R ---- 99.0 ---- ---- -0.5 0.00 9.2 ---i -2.2 0.07 13.3 150 57 0.874 9.0 ---- 99.0 ---- ---- 0.00 0.00 9.2 ---- 0.00 0.00 13.3 59 57 5.D0 B ---- 99.0 ---- ---- 0.0 0.00 9.2 --- 0.0 0.00 13.3 150 58 0.874 * 3.0 ---- 99.0 ---- ----- 0.00 0.00 9.2 ---- 0.00 0.00 13.3 60 57 6.50 R ---- 99.0 ---- ---- -0.5 0.00 9.2 -----2.2 0.03 13.3 '150 59 0.874 1.0 ---- 99.0 ---- ---- 0.00 0.00. 9.2 ---- 0.00 0.00 13.4 61 59 1.00 B ---- 99.0 ---- ---- 0.0 000 9.2 ---- 0.0 0.00 13.4 150 60 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 9.2 ---- 0.00 0.00 13.4 62 59 10.00 LR ---- 99.0 ---- ---- -0.5 0.00 9.2 -----2.2 0.06 13.4 150 61 0.874 8.0 ---- 99.0 ---- ---- 0.00 0.00 9.2 ---- 0.00 0.00 13.4 63 61 2.00 B ---- 99.0 ---- ---- 0.0 0.00 9.2 ---- 0.0 0.00 13.4 150 62 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 9.2.---- 0.00 0.00 13.4 64 61 6.00 2R ---- 99.0 ---- ---- -0.5 0.00 9.2 -----2.2 0.03 13.4 150 63 0.874 2.0 ---- 99.0 ---- ---- 0.00 0.00 9.2 .---- 0.00 0.00 13.4 65 63 5.50 3R ---- 99.0 ---- ---- -0.5 0.00 9.2 -----2.2 0.03 13.4 150 75 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 9.2 ---- 0.00 0.00 13.5 66 75 23.50 2L6R ---- 99.0 ---- ---- 0.7 ' 0.02 9.2 ---- 2.9 0.25 13.5 150, 54 0.874 20.0 ---- 99.0 ---- ---- 0.00 0.00 9.2 ---- 0.01 0.00 13.2 67 58 10.00 L ---- 99.0 ---- ---- 0.0 0.0,0 9.2 ---- 0.0 0.00 13.3 150 64 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 13.5 ---- 0.00 4.33 17.7 68 64 5.00 LB ---- 89.0 ---- ---- 0.0 0.00 13.5 ---- 0.0 0.00 17.7 150 65 0.874 10.0 ---- 89.0 ---- ---- 0.00 0.00 13.5 ---- 0.00 0.00 17.7 69 62 10.00 L ---- 99.0 --------00 0.00 9.2 ---- 0.0 0.00 13.4 150 66 0.874 7.0 ---- 89.0 --------- 0.00 4.33 13.5 ---- 0.00 4.33 17.7 70 66 5.00 L ---- 89.0 ---- ---- 0.0 0.00 13.5 ---- 0.0 0.00 17.7 150 67 0.874 7.0 ---- 89.0 ---- ---- 0.00 0.00 13.5 ---- 0.00 0.00 17.7 71 63 10.00 B ' ---- 99.0 ---- ---- 0.0 0.00 9.2 ---- 0.0 0.00 1,3.4 150 68 0.874 3.0 ---- 89.0 ---- ---- 0.00 4.33 13.5 ---- 0.00 4.33 17.8 72 68 2.50 LB ---- 89.0 ---- ---- 0.0 0.00 13.5 ---- 0.0 0.00 17.8 150' 69 '0.874 10.0 ---- 89.0 ---- ---- 0.00 0.00 13.5 ---- 0.00 0.00 17.8 73 14 10.00 L ---- 7.9.0 ---- ---- 0.0 0.00 19.1 ---- 0.0 0.00 41.0 150 70 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33, 14.8 ---- .0.00 4.33 36.7 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 6 74 70 10.00 B ---- 89.0 ---------0.0 0.00 14.8 ---- 0.0 0.00 36.7 150 71 0.874 3.0 ---- 99.0 ---- ---- 0.00 4.33 10.4 ---- 0.00 4.33 32.3 75 71 5.00 L ---- 99.0 ---- ---- 0.0 0.00 10.4 ---- 0.0 0.00 32.3 150 72 0.874 7.0 ---- 99.0 ---- ---- 0.00 0.00 10.4 ---- 0.00 0.00 32.3 76 72 40.00 L2B7R ---- 99.0 ---- ---- 0.0 0.00 10.4 ---- 0.0 0.00 32.3 150 73 0.874 20.0 ---- 99.0 ---- ---- 0.00 0.00 10.4 ---- 0.00 0.00 32.3 77 73 29.00 2L7R ---- 99.0 ---- --- - 0.0 0.00 10.4 ---- 0.0 0.00 32.3 15072 0.874 21.0 ---- 99.0 ---- ---- - 0.00 0.00 10.4 ---- 0.00 0.00 32.3 78 75 28.00 4LB ---- 99.0 ---- ---- -1.2 0.06 9.2 -----5.0 0.96 13.5 150 74 0.874 31.0 ---- 79.0 -------- 0.00 8.67 17.9 ---- -0.02 8.67 23.1 Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in. gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Eli, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv The maximum velocity of water flow occurs in pipe 27 at 10.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 13.51 ft/s with 4 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: A MATERIAL: Steel S-40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBr TeeRun Couplg SwgChk GatVlv 2.469 3.00 6.00 12.00 4.00 4.00 14.00 2.00 PAGE: B MATERIAL: BlazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatViv 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 7 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Coupi SwgChk Gate 4.220 7.00 17.00 34.00 0.00 0.00 37.00 3.00 PAGE: E MATERIAL: PVC150. HWC: 150 Diameter S Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Couplg-SwgChk GatVlv 4.240 12.00 20.00 39.00 0.00 0.00 43.00 4.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet :(in) E L B ,R C S G 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv . 1.959 2.00 6.00 12.00 4.00 4.00 13.00 1.00 PAGE: M MATERIAL: Copper Tube-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatViv 2.009 3.00 7.00 13.00 5.00 5.00 14.00 1.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.4 computer program (License No. R812099927) to provide an average imbalance of 0.010 gpm at each node with one sprinkler flowing, and 0.010 gpm at each node with 4 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 8 WATER SUPPLY CURVE 75.0 67.5 OD P t 60.0 R E 52.5 S S 45.0 U R 37.5 El 30.0 ( lB 22.5 S I 15.0 7.5 0.0 01632 48 64 80 96 112 128 144 160 FLOW (GPM) Static = 72.0 psi, Residual = 18.0 psi 8 1500 gpm (1 sprinkler flowing) (4 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi 8 19.5 gpm 71.7 psi 8 84.4 gpm B = Required Water Supply D = Required Water Supply 28.6 psi 8 19.5 gpm 66.1 psi 8 84.4 gpm DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING F 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 9/6/2006 File No: 60120 BLDG E&F Data File Name: 60120 BLDG E&F.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0612 RFC43 Conc. (16x16) K4.30 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.18 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.16 (Incl.- 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type.: BlazeMaster HWC: 150 WATER SUPPLY . Source: Public Test Date: By: Static: 72.0 psi Resid: 18.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 9.7 65 13.0 72.0 29.5 4 13.0 9.7 65 58.0 71.9 64.1 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 4 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = * = = = = = = = = = = = = = = = = = = = = = * = = = = = = = = = = = = = = = = = = = = = 1 1 25.00 BG ---- 69.0 SRCE 13.0 0.00 29.5 ---- 58.0 0.05 64.1 150 2 4.240 43.0 ---- 69.0 ---- ---- 0.00 0.00 29.5 ---- 0.00 0.00 64.0 2 2 4.00 L ---- 69.0 --------13.0 0.00 29.5 ---- 58.0 0.02 64.0 140 100 4.220 .17.0 ---- 71.0 ---- ---- 0.00 0.87 28.7 ---- 0.00 0.87 63.2 3 100 6.00 3RS ---- 71.0 ---- ---- 13.0 0.03 28.7 ---- 58.0 0.46 63.2 120 101 2.469 26.0 ---- 71.0 ---- ---- 0.00 0.00 28.6 ---- 0.01 0.00 62.7 4 101 4.00 B -4.0 71.0 ---- ---- 13.0 0.03 28.6 ---- 58.0 0.47 62.7 150 3 1.959 12.0 ---- 69.0 ---- ---- 0.00 0.87 25.5 ---- 0.03 0.87 59.1 5 3 10.00 L ---- 69.0 ---- ---- 13.0 0.03 25.5 ---- 58.0 0.47 59.1 150 4 1.959 6.0 ---- 69.0 ---- ---- 0.00 0.00 25.4 ---- 0.03 0.00 58.6 6 4 4.00 L --- 69.0 ---- ---- - 13.0 0.02 25.4 ---- 58.0 0.29 58.6 150 5 1.959 6.0 ---- 71.0 ---- ---- 0.00 0.87 24.6 ---- 0.03 0.87 57.5 7 5 6.00 LB3RS ---- 71.0 ---- ---- 13.0 0.09 24.6 ---- 58.0 1.43 57.5 150 6 2.009 49.0 ---- 77.0 ---- ---- 0.00 2.60 21.9 -.--- 0.03 2.60 53.4 8 6 2.00 L ---- 77.0 ---- ---- -13.0 0.05 21.9 ---- 58.0 0.87 53.4 150 10 1.598 9.0 ---- 79.0 ---- ---- 0.00 0.87 20.9 ---- 0.08 0.87 51.7 9 10 14.00 2L ---- 79.0 ---- ---- 13.0 0.16 20.9 ---- 58.0 2.54 5.1.7 150 11 1.598 18.0 ---- 79.0 ---- ---- 0.00.,0.00 20.8 ---- 0.08 0.00 49.1 10 11 2.00 LR ---- 79.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 49.1 150 12 0.874 8.0 ---- 79.0 ---- ---- 0.00 0.00 20.8 ---- 0.00 0.00 49.1 11 11 11.00 B3R ---- 79.0 ---- ---- -13.0 0.11 20.8 ---- 58.0 1.75 49.1 150 13 1.598 11.0 ---- 79.0 ---- ---- 0.00 0.00 20.7 ---- 0.08 0.00 47.4 12 13 3.50 B ---- 79.0 ---- ---- 0.0 0.00 20.7 ---- 0.0 0.00 47.4 150 14 0.874 3.0 ---- 79.0 ---- ---- 0.00 0.00 20.7 ---- 0.00 0.00 47.4 13 13 10.00 5R ---- 79.0 - --- ---- 13.0 0.07 20.7 ---- 58.0 1.19 47.4 150 15 1.598 5.0 ---- 79.0 ---- ---- 0.00 0.00 20.6 ---- 0.08 0.00 46.2 14 15 22.50 8R ---- 79.0 ---- ---- 13.0 0.15 20.6 ---- 58.0 2.42 46.2 150 16 1.598 8.0 ---- 79.0 ---- ---- 0.00 0.00 20.4 ---- 0.08 0.00 43.8 15 16 29.00 8R ---- 79.0 ---- ---- 13.0 0.18 20.4 ---- 58.0 2.94 43.8 150 17 1.598 8.0 ---- 79.0 ---- ---- 0.00 0.00 20.3 ---- 0.08 0.00 40.8 16 17 13.50 7R ---- 79.0 ---- ---- 13.0 0.10 20.3 ---- 58.0 1.63 40.8 150 18 1.598 7.0 ---- 79.0 --------0.00 ----- ---- 0.00 0.00 20.2 ---- 0.08 0.00 39.2 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 3 17 18 7.50 2R ---- 79.0 ---- ---- 13.0 0.05 20.2 ---- 58.0 0.75 39.2 150 74 1.598 2.0 ---- 79.0 ---- ---- 0.00 0.00 20.1 ---- 0.08 0.00 38.5 18 74 10.00 4R ---- 79.0 ---- ---- 6.8 0.02 20.1 ---- 34.0 0.41 38.5 150 19 1.598 4.0 ---- 79.0 ---- ---- 0.00 0.00 20.1 ---- 0.03 0.00 38.0 19 19 3.50 B. ---- 79.0 ---- ---- 6.8 0.19 20.1 ---- 34.0 3.64 38.0 150 20 0.874 3.0 ---- 79.0 -.--------- 0.03 0.00 19.9 ---- .0.56 0.00 34.4 20 19 13.00 6R ---- 79.0 ---- ---- 0.0 0.00 20.1 --- 0.0 0.00 38.0 - 150'21 1.598 6.0 ---- 79.0 -------- 0.00 0.00 20.1 ---- 0.00 0.00 38.0 21 21 11.00 LB ---- .79.0 ---- ---- 0.0 0.00 20.1 ---- 0.0 0.00 38.0 150 22 0.874 10.0 ---- 79.0 ---- ---- 0.00 0.00 20.1 ---- 0.00 0.00 38.0 22 21 0.50 R ---- 79.0 ---- ---- 0.0 0.00 20.1 ---- 0.0 0.00 38.0 150.23 1.598 1.0 ---- 79.0 ---- ---- 0.00 0.00 20.1---- 0.00 0.00 38.0 23 23 3.00 2R ---- 79.0 -------- 0.0 0.00 20.1 ---- 0.0 0.00 38.0 150 24 1.598 2.0 ---- 79.0 ---- ---- 0.00 0.00 20.1 ---- 0.00 0.00 38.0 24 24 3.50 B ---- 79.0 ------- 0.0 0.00 20.1 ---- 0.0 0.00 38.0 150 25 0.874 3.0 ---- 79.0 ---- ---- 0.00 0.00 20.1 ---- 0.00 0.00 38.0 25 24 5.50 R ---- 79.0 ---- ---- - 0.0 0.00 20.1 ---- 0.0 0.00 38.0 150 26 1.598 1.0 ---- 79.0 ---- ---- 0.00 0.00 20.1 ---- 0.00 0.00 38.0 26 26 0.50 R ---- 79.0 ---- ---- 0.0 0.00 20.1 --- 0..0 0.00 38.0 150 27 1.598 1.0 ---- 79.0 ---- ---- 0.00 0.00 20.1 ---- 0.00 0.00 38.0 27 27 11.00 LB ---- 79.0 ---- ---- 0.0 0.00 20.1 ---- 0.0 0.00 38.0 150 28 0.874 10.0 ---- 79.0 --------0.00 0.00 20.1 ---- 0.00 0.00 38.0 28 27 4.50 R ---- 79.0 ---- ---- 0.0 0.00 20.1 ---- 0.0 0.00 38.0 150 29.1.598 1.0 ---- 79.0- ---- ---- 0.00 ., 0.00 20.1 ---- 0.00 0.00 38.0 29 29 2.00 LB ---- 79.0 ---- ---- 0.0 0.00 20.1 ---- 0.0 0.00 38.0 150 30 0.874 10.0 ---- 79.0 ---- ---- 0.00 0.00 20.1 ---- 0.00 0.00 38.0 30 30 10.00 B ---- 79.0 ---- ---- 0.0 0.00 20.1 ---- 0.0 0.00 38.0 150 31 0.874 3.0 ---- 89.0 ---- ---- 0.00 4.33 15.8 ---- 0.00 4.33 33.7 31 31 3.00 2L ---- 89.0 ---- ---- 0.0 0.00 15.8 ---- 0.0 0.00 33.7 150 32 0.874 14.0 ---- 89.0 ---- ---- 0.00 000 15.8 ---- 0.00 0.00 33.7 -- 32 31 10.00 B ---- 89.0 ---- ---- 0.0 0.00 15.8 ---- 0.0 0.00 33.7 150 33 0,.874 3.0 ---- 99.0 ---- ---- 0.00 4.33 11.4 ---- 0.00 4.33 29.4 33 33 3.50 L ---- 99.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 29.4 150 34 0.874 7.0 ---- 99.0 ---- ---- 0.00 0.00 11.4 ---- 0.00 0.00 29.4 34 34 11.00 B2R ---- 99.0 --------. 0.0 0.00 11.4 ---- 0.0 0.00 29.4 150 35 0.874 5.0 ---- 99.0 ---- ---- 0.00 0.00 11.4 ---- 0.00 0.00 29.4 35 35 3.50 B ---- 99.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 29.4 150-36 0.874 3.0 ---- 99.0 ---- ---- -0.00 0.00 11.4 ---- 0.00 0.00 29.4 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 4 36 35 3.50 R ---- 99.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 29.4 150 37 0.874 1.0 ---- 99.0 ---- ---- 0.00 .0.00 11.4 ---- 0.00 0.00 29.4 37 37 1.00 B ---- 99.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 29.4 150 38 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 11.4 ---- 0.00 0.00 29.4 38 37 6.50 150 39 0.874 39 39 5.00 150 40 0.874 40 39 11.00 150 41 0.874 41 41 7.50 150 42 0.874 42 41 8.50 150 43 0.874 R ---- .99.0 ---- ---- -0.0 0.00 11.4 ----' '0.0 0.00 29.4 1.0 ---- 99.0 ---- ---- 0.00 0.00 11.4 ---- 0.00 0.00 29.4 B ---- 99.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 29.4 3.0 ---- 99.0 ---- ---- 0.00 0.00 11.4 ---- 0.00 0.00 29.4 L2R ---- 99.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 29.4 9.0 ---- 99.0 ---- ---- 0.00 0.00 11.4 ---- 0.00 0.00 29.4 B. ---- 99.0 -------T .0.0 0.00 11.4 ---- 0.0 0.00 29.4 3.0 ---- 99.0 ---- ---- 0.00 0.00 11.4 ---- 0.00 0.00 29.4 2R ---- 99.0 ---- ---- 0.0 0.00 11.4 '---- 0.0 0.00 29.4 2.0 ---- 99.0 ---- ---- 0.00 0.00 11.4 ---- 0.00 0.00 29.4 43 43 5.00 B ---- 99.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 29.4 150 44 0.874 3.0 ----. 99.0 ---- ---- 0.00 0.00 11.4 ---- 0.00 0.00 29.4 44 43 30.00 2L8R ---- 99.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 29.4 150 34 0.874 22.0 ---- 99.0 ---- ---- 0.00 0.00 11.4 ---- 0.00 0.00 29.4 45 36 10.00 150 45 0.874 46 45 6.00 150 46 0.874 47 40 10.00 150 47 0.874 48 47 5.00 150 48 0.874 49 44 10.00 150 49 0.874 50 49 6.50 150 50 0.874 -- 51 4910.00 150 25 0.874 52 20 10.00 150 51 0.874 53 51 6.00 150 52 0.874 54 51 10.00 150 53 0.874 L ---- 99.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 29.4 7.0 ---- 89.0 ---- ---- 0.00 4.33 15.8 ---- 0.00 4.33 33.7 2L ---- 89.0 ---- ---- 0.0 0.00 15.8 ---- 0.0 0.00 33.7 14.0 ---- 89.0 ---- ---- 0.00 0.00 15.8 ---- 0.00 0.00 33.7 L ---- 99.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 29.4 7.0 ---- 89.0 ---- ---- 0.00.,4.33 15.8 ---- 0.00 4.33 33.7 2L ---- 89.0 ---- ---- 0.0 0.00 15.8 ---- 0.0 0.00 33.7 14.0 ---- 89.0 ---- ---- 0.00 0.00 15.8 ---- 0.00 0.00 33.7 L ---- 99.0 ---- ---- 0.0 0.00 11.4 ---- 0.0. 0.00 29.4 7.0 ---- 89.0 ---- ---- 0.00 4.33 15.8 ---- 0.00 4.33 33.7 LB ---- 89.0 ---- ---- 0.0 0.00 15.8 ---- 0.0 0.00 33.7 10.0 ---- 89.0 ---- ---- 0.00 0.00 15.8 ---- .0.00 0.00 33.7 B ---- 89.0 ---- ---- 0.0 0.00 15.8 ---- 0.0 0.00 33.7 3.0 ---- 79.0 ---- ---- 0.00 4.33 20.1 ---- 0.00 4.33 38.0 L ---- 79.0 ---- ---- 6.8 0.49 19.9 ---- 34.0 9.51 34.4 7.0 ---- 89.0 ---- ---- 0.03 4.33 15.1 ---- 0.56 4.33 20.6 LB ---- 89.0 ---- ---- 0.0 0.00 15.1 ---- 17.7 2.67 20.6 10.0 ---- 89.0 4.18 ---- 0.00 0.00 15.1 17.7 0.17 0.0017.9 B ---- 89.0 ---- ---- 6.8 0.37 15.1 ---- 16.3 1.87 20.6 3.0 ---- 99.0 ---- ---- 0.03 4.33 10.4---- 0.14 4.33 14.4 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 5 55 53 5.00 L ---- 99.0 ---- ---- 6.8 0.34 10.4 ---- 16.3 1.73 14.4 150 54 0.874 7.0 ---- 99.0 --------- 0.03 0.00 10.0 ---- 0.14 0.00 12.6 56 54 8.50 2R ---- 99.0 ---- ---- 7.1 0.32 10.0 ---- 14.5 1.22 12.6 150 55 0.874 2.0 ---- 99.0 ---------0.03 0.00 9.7 ---- 0.12 0.00 11.4 57 55 7.00 B ---- 99.0 ------- 0.0 0.00 9.7 '---- 0.0 0.00 11.4 150 56 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 9.7 ----. 0.00 0.00 11.4 58 55 11.00 L2R ---- 99.0 ---- ---- 7.1 0.61 9.7 ---- 14.5 2.32 11.4 150 57 0.874 9.0 ---- 99.0 ---- ---- 0.03 0.00 9.1 ---- 0.12 0.00 9.1 59 57 5.00 B ---- 99.0 ---- ---- 13.0 0.76 9.1 ---i 13.0 0.76 9.1 150 58 0.874 3.0 ---- 99.0 -------- 0.09 0.00 8.3 -'--- 0.09 0.00 8.3 60 57 6.50 R ---- .99.0 ---- ---- -5.9 0.17 9.1 ---- 1.5 0.01 9.1 150 59 0.874 1.0 ---- 99.0 ---- ---- - 0.02 0.00 9.3 ---- 0.00 0.00 9.1 61 59 1.00 B ---- 99.0 ---- ---- 0.0 0.00 9.3'---- 0.0 0.00 9.1 150 60 0.874 3.0 ---- 99.0 ---- -- -. - 0.00 0.00 9.3 ---- 0.00 0.00 9.1 62 59 10.00 LR ---- 99.0 ---- ---- -5.9 0.40 9.3 ---- 1.5 0.03 9.1 150 61 0.874 8.0 ---- 99.0 ---- ---- - 0.02-0.00 9.7 ---- 0.00 0.00 9.1 63 61 2.00 B ---- .99.0 ---- ---- - 0.0 0.00 9.7 ---- 13.3 0.49 9.1 150 62 0.874 3.0 ---- 99.0 ---- ---- . 0.00 0.00 9.7 ---- 0.10 0.00 8.6 64 61 6.00 2R ---- 99.0 ---- ---- -5.9' 0.18 9.7 -----11.7 0.63 9.1 150 63 0.874 2.0 ---- 99.0 ---- ---- - 0.02 0.00 9.8 -----0.08 .0.00 9.7 65 63 5.50 3R ---- 99.0 ---- ---- -5.9 0.19 9.8 -----25.8 2.85 9.7 150.75 0.874 3.0 ---- 99.0 ---- ---- - 0.02 0.00 10.0 -----0.33 0.00 12.5 66 75 23.50 2L6R ---- 99.0 ---- ---- 0.2' 0.00 10.0 -----1.8 0.11 12.5 150 54 0.874 20.0 ---- 99.0 ---- ---- 0.00 . 0.00 10.0 ---- 0.00 0.00 12.6 67 58 10.00 L ---- 99.0 ---- ---- 13.0 1.60 8.3 ---- 13.0 1.60 8.3 150 64 0.874 7.0 ---- 89.0 ---- ---- 0.09 4.33 11.1 ---- 0.09 4.33 11.1 68 64 5.00 LB ---- 89.0 ---- ---- 13.0 1.42 11.1 ---- 13.0 1.42 11.1 150 65 0.874 10.0 ---- 89.0 4.18 13.0 0.09 0.00 9.7 13.0 0.09 0.00 9.7 69 62 10.00 L ---- 99.0 ---- ---- 0.0 0.00 9.7 ---- 13.3 1.67 8.6 150 66 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 14.0 ---- 0.10 4.33 11.2 70 66 5.00 L ---- 89.0 ---- ----- 0.0 0.00 14.0 ---- 13.3 1.18 11.2 150 67 0.874 7.0 ---- 89.0 4.18 ---- 0.00 '0.00 14.0 13.3 0.10 0.00 10.1 71 63 10.00 B ---- 99.0 ---- ---- 0.0 0.00 9.8 ---- 14.0 1.41 9.7 150 68 0.874 3.0 ---- 89.0 ---- ---- 0.00 4.33 14.2 ---- 0.11 4.33 12.6 72 68 2.50 LB ---- 89.0 --- ---- 0.0 0.00 14.2 ---- 14.0 1.36 12.6 150 69 '0.874 10.0 ---- 89.0 4.18 ---- 0.00 0.00 14.2 14.0 0.11 0.00 11.2 73 14 10.00 L ---- 79.0. --------0.0 0.00 20.7 ---- 0.0 0.00 47.4 150 70 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 1.6.3 ---- 0.00 4.33 43.1 DATE: 9/6/2006 S:\LINDA\60120\calc\'60120 BLDG E&F.rdf Page 6 74 70 10.00 B ---- 89.0 ---- ---- 0.0 0.00 16.3 ---- 0.0 0.00 43.1 150 71 0.874 3.0 ---- 99.0 ---- ---- 0.00 4.33 12.0 ---- 0.00 4.33 38.7 75 71 5.00 L ---- 99.0 ---- ---- 0.0 0.00 12.0 ---- 0.0 0.00 '38.7 150 72 0.874 7.0 ---- 99.0 ---- ---- 0.00 0.00 12.0 ---- 0.00 0.00 38.7 76 72 40.00 L2B7R ---- 99.0 ---- ---- 0.0 0.00 12.0 ---- 0.0 0.00 38.7 150 73 0.874 20.0 ---- 99.0 ---- ---- 000 0.00 12.0 ---- 0.00 0.00 38.7 77 73 29.00 2L7R ---- 99.0 ---- ----- 0.0 0.00 12.0 ----' 0.0 0.00 38.7 150 72 0.874 21.0 ---- 99.0 ---- ---- 0.00 0.00 12.0 ---- 0.00 0.00 38.7 78 75 28.00 4LB ---- 99.0 ---- ---- --6.2 1.41 10.0 ------24.0 17.27 12.5 150 74 0.874 31.0 ---- 79.0 ---- ---- -'0.02 8.67 20.1 ------0.29 8.67 38.5 Legend: Pipe DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. -.Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv The maximum velocity of water flow occurs in pipe 67 at 6.95 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 52 at 18.19 ft/s with 4 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: A MATERIAL: Steel S-40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) , E L B R C ' S G 45 Ell 90 Ell TeeBr TeeRun Couplg SwgChk GatVlv 2.469 3.00 ' 6.00 '12.00 4.00 4.00 14.00 2.00 PAGE: B MATERIAL: BlazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 7 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Coupl SwgChk Gate 4.220 7.00 17.00 34.00 0.00 0.00 37.00 3.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv• 4.240 12.00 20.00 39.00 0.00 0.00 43.00 4.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatViv 1.959 2.0 6.00 12.00 4.00 4.00 13.00 1.00 PAGE: M MATERIAL: Copper Tube-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv 2.009 3.00 7.00 13.00 5.00 5.00 14.00 1.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.4 computer program (License No. R812099927) to provide an average imbalance of 0.010 gpm at each node with one sprinkler flowing, and 0.010 gpm at each node with 4 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 8 WATER SUPPLY CURVE 75.0 . rA 67. 5 F' CD 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 (3 P 22.5 S I 15.0 7.5 0.011 I i I I I I I 08 16 24 32 40 48 56 64 72 Me FLOW (GPM) Static = 72.0 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (4 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 13.0'gpm 71.9 psi @58.0 gpm B = Required Water Supply D = Required Water Supply 29.5 psi @ 13.0 gpm 64.1 psi @ 58.0 gpm DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING F 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 9/6/2006 File No: 60120 BLDG E&F Data File Name: 60120 BLDG E&F.rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0612 RFC43 Conc. (16x16) K4.30 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.18 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.16 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: BlazeMaster HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 72.0 psi Resid: 18.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 9.7 48 13.0 72.0 29.7 4 13.0 9.7 48 59.2 11.9 61.7 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 4 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *.DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GpM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = * = = = = = = = = = = = = = = = = = = = = = * = = = = = = = = = = = = = = = = = = = = = 1 1 25.00 BG ---- 69.0 SRCE 13.0 . 0.00 2.9.7 ---- 59.2 0.05 61.7 150 2 4.240 43.0 ---- 69.0 ---- ---- 0.00 0.00 29.7 ---- 0.00 0.00 61.6 2 2 4.00 L ---- 69.0 ---- ---- 13.0 0.00 29.7 ---- 59.2 0.02 61.6 140 100 4.220 17.0 ---- 71.0 ---- ---- 0.00 0.87 28.9 ---- 0.00 0.87 60.7 3 100 6.00 3RS ---- 71.0 ---- ---- 13.0 0.03 28.9 ---- 59.2 0.48 60.7 120 101 2.469 26.0 ---- 71.0 ---- ---- 0.00 0.00 28.8 ---- 0.01 0.00 60.3 4 101 4.00 B -4.0 71.0 ---- ---- 13.0 0.03 28.8 ---- 59.2 0.49 60.3 150 3 1.959 12.0 ---- 69.0 ---- ---- 0.00 0.87 25.7 .---- 0.03 0.87 56.6 5 3 10.00 L ---- 69.0 ---- ---- 13.0 0.03 25.7 ---- .59.2 0.49 56.6 150 4 1.959 6.0 ---- 69.0 ---- ---- 0.00 0.00 25.7 ---- 0.03 0.00 56.1 6 4 400 L ---- 69.0 ---- ---- 13.0 0.02 25.7 ---- 59.2 0.31 56.1 150 5 1.959 6.0 ---- 71.0 ---- ---- 0.00 0.87 24.8 ---- 0.03 0.87 55.0 7 5 6.00 LB3RS ---- 71.0 ---- ---- 13.0 0.09 24.8 ---- 59.2 1.49 55.0 150 6 2.009 49.0 ---- 77.0 ---- ---- 0.00 2.60 22.1 ---- 0.03 2.60 50.9 8 6 2.00 L ---- 77.0 ---- ---- 13.0 0.05 22.1 ---- 59.2 0.91 50.9 150 10 1.598 9.0 ---- 79.0 ---- ---- 0.00 0.87 21.2 ---- 0.08 0.87 49.1 9 10 14.00 2L ---- 79.0 ---- ---- 13.0 0.16 21.2 ---- 59.2 2.64 49.1 150 11 1.598 18.0 ---- 79.0 ---- ---- 0.00 . 0.00 21.0 ---- 0.08 0.00 46.5 10 11 2.00 LR ---- 79.0 ---- ---- 0.0 0.00 21.0 ---- 0.0 0.00 46.5 150 12 0.874 8.0 ---- 79.0 ---- ---- 0.00 0.00 21.0 ---- 0.00 0.00 46.5 11 11 11.00 B3R ---- 79.0 ---- ---- 13.0 0.11 21.0 ---- 59.2 1.82 46.5 150 13 1.598 11.0 ---- 79.0 ---- ---- 0.00 0.00 20.9 ---- 0.08 0.00 44.6 12 13 3.50 150 14 0.874 13 13 10.00 150 15 1. 598 14 15 22.50 150 16 1.598 15 16 29.00 150 17 1.598 16 17 13.50 150 18 1.598 B ---- 79.0 ---- ---- 0.0 0.00 20.9 ---- 0.0 0.00 44.6 3.0 ---- 79.0 ---- ---- 0.00 0.00 20.9 ---- 0.00 0.00 44.6 5R ---- 79.0 ---- ---- 13.0 0.07 20.9 ---- 59.2 1.24 44.6 5.0 ---- 79.0 ---- ---- 0.00 0.00 20.8 ---- 0.08 0.00 43.4 8R ---- 79.0 ---- ----- 13.0 0.15 20.8 ---- 59.2 2.52 43.4 8.0 ---- 79.0 ---- ---- 0.00 0.00 20.7 ---- 0.08 0.00 40.9 8R ---- 79.0 ----- ---- 13.0 0.18 20.7 ---- 59.2 3.05 40.9 8.0 ---- 79.0 ---- ---- 0.00 0.00 20.5 ---- 0.08 0.00 37.8 7R ---- 79.0 ---- ---- 13.0 0.10 20.5 ---- 59.2 1.69 37.8 7.0 ---- 79.0 ---- ---- 0.00 0.00 20.4 ---- 0.08 0.00 36.1 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 3 17 18 7.50 2R ---- 79.0 ---- ---- 13.0 0.05 20.4 ---- 59.2 0.78 36.1 150 74 1.598 2.0 ---- 79.0 ---- ---- 0.00 0.00 20.3 ---- 0.08 0.00 35.4 18 74 10.00 .4R ---- 79.0 ---- ---- 12.2 0.06 20.3 ---- 55.7 1.03 35.4 150 19 1.598 4.0 ---- 79.0 ---- ---- 0.00 0.00 20.3 ---- 0.07 0.00 34.3 19 19 3.50 B ---- 79.0 ---- ---- -0.8 0.00 20.3 -----3.5 0.05 34.3 150 20 0.874 . 3.0 ---- 79.0 -, -------0.00 0.00 20.3 ---- -0.01 0.00 34.4 20 19 13.00 6R ---- 79.0 ---- ---- 13.0 0.09 20.3 -- 59.2 1.57 34.3 150 21 1.598 6.0 ---- 79.0 ---- ---- 0.00 0.00 20.2 ---- 0.08 0.00 32.8 21 21 11.00 LB --- .79.0 ---- ---- 0.0 0.00 20.2 ---- 0.0 0.00 32.8 150 22 0.874 10.0 ---- 79.0 ---- --- - 0.00 0.00 20.2 ---- 0.00 0.00 32.8 22 21 0.50 . R ---- 79.0 ---- ---- 13.0 0.01 20.2 ---- 59.2 0.12 32.8 150 23 1.598 1.0 ---- 79.0 ---- ---- 0.00 0.00 20.2---- 0.08 0.00 32.6 23 23 3.00 2R ---- 79.0 ---- ---- 13.0 0.02 20.2 ---- 59.2 0.41 32.6 150 24 1.598 2.0 ---- 79.0 ---- ---- 0.00 0.00 20.1 ---- 0.08 0.00 32.2 24 24 3.50 B ---- 79.0 ---- ---- 6.7 0.18 .20.1 ---- 30.9 3.05 32.2 150 25 0.874 3.0 ---- 79.0 ---- ---- 0.03 0.00 20.0 ---- 0.47 0.00 29.2 25 24 5.50 R ---- 79.0 ---- ---- - -6.3 0.01 20.1 ---- 28.3 0.14 32.2 150 26 1.598 1.0 ---- 79.0 ---- ---- 0.00 0.00 20.1 ---- 0.02 0.00 32.1 2.6 26 0.50 R ---- 79.0 ---- ---- 6.3 0.00 20.1 ---- 28.3 0.03 32.1 150 27 1.598 1.0 ---- 79.0 ---- ---- 0.00 0.00 20.1 ---- 0.02 0.00 32.1 27 27 11.00 LB ---- 79.0 ---- ---- 0.0 0.00 20.1 ---- 0.0 0.00 32.1 150 28 0.874 10.0 ---- 79.0. --------0.00 0.00 20.1 ---- 0.00 0.00 32.1 28 27 4.50 R ---- 79.0 ---- ---- 6.3 0.01 20.1 ---- 28.3 0.12 32.1 150 29 1.598 . 1.0 ---- 79.0 ---- ----0.00 . 0.00 20.1 ---- 0.02 0.00 31.9 29 29 2.00 LB ---- 79.0 ---- ---- 6.3 0.30 20.1 ---- 28.3 4.78 31.9 150 30 0.874 10.0 ---- 79.0 ---- ---- 0.02 0.00 19.8 ---- 0.40 0.00 27.2 30 30 10.00 B ---- 79.0 ---- ---- 6.3 0.32 19.8 ---- 28.3 5.17 27.2 150 31 0.874 3.0 ---- 89.0 ---- ---- 0.02 4.33 15.2 ---- 0.40 4.33 17.7 31 31 3.00 2L ---- 89.0 ---- ---- 0.0 0.00 15.2 ---- 16.3 2.44 17.7 150 32 0.874. 14.0 ---- 89.0 4.18 ---- 0.00 0.00 15.2 16.3 0.14 0.00 15.2 32 31 10.00 B ---- 89.0 ---- ---- 6.3 0.32 15.2 ---- 12.0 1.06 17.7 150 33 0.874 . 3.0 ---- 99.0 ---- ---- 0.02 4.33 10.5 ---- 0.08 4.33 12.3 33 33 3.50 L ---- 99.0 ---- ---- 6.3 0.26 10.5 - 12.0 0.85 12.3 150 34 0.874 7.0 ---- 99.0 ---- ---- 0.02 0.00 10.2 ---- 0.08 0.00 11.4 34 34 11.00 B2R ---- 99.0 ---- ---- 6.6 0.44 10.2 ---- 14.8 1.91 11.4 150 35 :0.874 5.0 ---- 99.0 ---- ---- 0.03 0.00 9.8. ---- 0.12 0.00 9.5 35 35 3.50 B ---- 99.0 ---- ---- 0.0 0.00 9.8 ---- 13.0 0.62 95 150 36 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 9.8 ---- 0.09 0.00 8.9 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 4 36 35 3.50 R ---- 99.0 ---- ---- 6.6 0.12 9.8 ---- 1.7 0.01 9.5 150 37 0.874 1.0 ---- 99.0 ---- ---- 0.03 0.00 9.7 ---- 0.00 0.00 9.5 37 37 1.00 B ---- 99.0 ---- ---- 0.0 0.00 9.7 ---- 0.0 0.00 9.5 150 38 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 9.7 '---- 0.00 0.00 :9.5 38 37 6.50 R ---- ''99.0 ----- ---- 6.6 0.20 9.7 ---- 1.7 0.02 9.5 150 39 0.874 1.0 ---- 99.0 ---- ---- 0.03 0.00 9.5 ---- 0.00 0.00 9.5 39 39 5.00 B ---- 99.0 ---- ---- 13.0 0.76 9.5 ---- 13.0 0.76 9.5 150 40 0.874 3.0 ---- 99.0 ---- ---- 0.09 0.00 8.7 ---- 0.09 0.00 8.7 40 39 11.00 L2R ---- 99.0 ---- ---- -6.4 0.50 '9.5 ---- -11.3 1.45 9.5 150 41 0.874 9.0 ----- 99.0 ---------003 0.00 10.0 -----0.07 0.00 10.9 41 41 7.50 . B ---- 99.0 --------, 0.0 0.00 10..0 ---- 0.0 0.00 10.9 150 42 0.874 3.0 ---- 99.0 -------'- 0.00 0.00 10.0 ---- 0.00 0.00 10.9 42 41 8.50 2R ---- 99.0 ---- ---- -6.4 0.26 10.0 -----11.3. 0.76 10.9 150 43 0.874 2.0 ---- 99.0 ---- ---- - 0.03 0.00 10.2 -----0.07 0.00 11.7 43 43 5.00 B ---- 99.0 ---- ---- -6.7 0.22 10.2 ---- -14.1 0.87 11.7 150 44 0.874 3.0 ---- 99.0 ---- ---- - 0.03 0.00 10.5 -----0.11 0.00 12.6 44 43 30.00 2L8R ---- 99.0 ---- ---- 0.3 0.00 10.2 ---- 2.8 0.28 11.7 150 34 0.874 22.0 ---- 99.0 ---- ---- 0.00 0.00 10.2 ---- 0.01 .0.00 11.4 45 36 10.00 L ---- 99.0 ---- ---- 0.0 0.00 9.8 ---- 13.0 1.61 8.9 150 45 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 14.1 ---- 0.09 4.33 11.6 46 45 6.00 2L ---- 89.0 ---- ---- 0.0 0.00 14.1 ---- 13.0 1.90 11.6 150 46 0.874 14.0 ---- 89.0 4.18 ---- 0.00 0.00 14.1 13.0 0.09 0.00 9.7 47 40 10.00 150 47 0.874 48 47 5.00 150 48 0.874 49 44 10.00 150 49 0.874 50 49 6.50 150 50 0.874 - 51 49 10.00 150 25, 0.874 52 20 10.00 150 51 0.874 53 51 6.00 150 52'0.874 54 51 10.00 150 53 0.874 L ---- 99.0 ---- ---- 13.0 1.60 8.7 ---- 13.0 1.60 8.7 7.0 ---- 89.0 ---- ---- -0.09 4.33 11.5 ---- 0.09 4.33 11.5 2L ---- 89.0 ---- ---- 13.0 1.79 11.5 ---- 13.0 1.79 11.5 14.0 ---- 89.0 4.18 13.0 0.09 0.00' 9.7 13.0 ' 0.09 0.00 9.7 L ---- 99.0. ---- ---- -6.7 0.47 10.5 ---- -14.1 1.85 12.6 7.0 ---- 89.0 ---- ---- - 0.03 4.33 15.3 ----, -0.11 4.33 18.8 LB ---- 89.0 ---- ---- 0.0 0.00 15.3 ---- 16.9 2.52 18.8 10.0 ---- 89.0 4.18 ---- 0.00 0.00 15.3 16.9 0.15 0.00 16.2 B ---- 89.0 ---- ---- -6.7 0.36 15.3 -----30.9 6.09 18.8 3.0 ---- 79.0 ---- ---- - 0.03 4.33 20.0 -----0.47 4.33 29.2 L ---- 79.0 ---- ---- -0.8 0.01 20.3 -----3.5 0.14 34.4 7.0 ---- 89.0 ---- ---- 0.00 4.33 15.9 -----0.01 4.33 30.2 LB ---- 89.0 ---- ---- 0.0 0.00 15.9 ---- 0.0 000 30.2 10.0 ---- 89.0 ---- ---- 0.00 0.00 15.9 ---- 0.00 0.00 30.2 B ---- 89.0 ---- ---- -0.8 0.01 15.9 ------'3.5 0.11 30.2 3.0 ---- 99.0 ---- ---- 0.00 4.33 11.6 -----0.01 4.33 26.0 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 5 55 53 5.00 L ---- 99.0 ---- ---- -0.8 0.01 11.6 -----3.5 0.10 26.0 150 54 0.874 7.0 ---- 99.0 ---- ---- 0.00 0.00 11.6 -----0.01 0.00 26.1 56 54 8.50 2R ---- 99.0 ---- ---- -0.3 0.00 11.6 -----1.5 0.02 26.1 150 55 0.874 2.0 ---- 99.0 ---- ---- 0.00 0.00 11.6 ---- 0.00 0.00 26.1 57 55 7.00 B ---- 99.0 0.0 0.00. 11.6 ---- 0.0 0.00 26.1 150 56 0.874 3.0 ---- .99.0 ---- ---- 0.00 0.00 11.6 ---- 0.00 0.00 26.1 58 55 11.00 L2R ---- 99.0 ---- ---- -0.3 0.00 11.6 -----1.5 0.04 26.1 150 57 0.874 9.0 ---- 99.0 ---- ---- 0.00 0.00 11.6 ---- 0.00 0.00 26.1 59 57 5.00 B ---- 99.0 ----- ---- 0.0 0.00 11.6 ---- 0.0 0.00 26.1 150 58 0.874 3.0 ---- 99.0 ---- -- -- 0.00 0.00 11.6 ---- 0.00 0.00 26.1 60 57 6.50 ..R ---- 99.0 ---- ---- -0.3 0.00 11.6 -----1.5 0.01 26.1 15059 0.874 1.0 ---- 99.0 ---- ---- 0.00 0.00 11.6 ---- 0.00 0.00 26.1 61 59 1.00 B ---- 99.0 ---- ---- 0.0 0.00 11.6 ---- 0.0 0.00 26.1 150 60 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 11.6 ---- 0.00 0.00 26.1 62 59 10.00 LR ---- 99.0 ---- ---- -0.3 0.00 11.6 -----1.5 0.03 26.1 150 61 0.874 8.0 ---- 99.0 ---- ---- 0.00 0.00 11.6 ---- 0.00 0.00 26.2 63 61 2.00 . B ---- 99.0 ---- ---- 0.0 0.00 11.6 ---- 0.0 0.00 26.2 150 62 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 11.6 ---- 0.00 0.00 26.2 64 61 6.00 2R ---- 99.0 ---- ---- -0.3 0.00 11.6 -----1.5 0.01 26.2 150 63 0.874 2.0 ---- 99.0 ----- ---- 0.00 0.00 11.6 ---- 0.00 0.00 26.2 65 63 5.50 3R ---- 99.0 ---- ---- -0.3 0.00 11.6 -----1.5 0.02 26.2 150 75 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 11.6 ---- 0.00 0.00 26.2 66 75 '23.50 2L6R ---- 99.0 -------. 0.4 0.01 11.6 ---- 2.0 0.13 26.2 150 54 0.874 20.0 ---- 99.0 ---- ----- 0.00 . 0.00 11.6 ---- 0.00 0.00 26.1 67 58 10.00 L ---- 99.0 ---- ---- 0.0 0.00 11.6 ---- 0.0 0.00 26.1 150 64 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 16.0 ---- 0.00 4.33 30.5 68 64 5.00 150 65 0.874 69 62 10.00 150 66 0.874 70 66 5.00 150 67 0,.874 71 63 10.00 150 68 0.874 .72 68 2.50 150 69 '0.874 73 14 1.0.00 150 70 0.874 LB ---- 89.0 ---- ---- 0.0 0.00 16.0 ---- 0.0 0.00 30.5 10.0 ---- 89.0 ----- ---- 0.00 0.00 16.0 ---- 0.00 0.00 30.5 L ---- 99.0 ---- ---- 0.0 0.00 11.6 ---- 0.0 0.00 26.2 7.0 ---- 89.0 ---- ---- 0.00 4.33 16.0 ---- 0.00 4.33 30.5 L ---- 89.0 ---- ---- -0.0 0.00 16.0 ---- 0.0 0.00 30.5 7.0 ---- 89.0 ---- ---- 0.00 0.00 16.0 ---- 0.00 0.00 30.5 B ---- 99.0 ---- ---- 0.0 0.00 11.6 ---- 0.0 0.00 26.2 3.0 ---- 89.0 ---- ---- 0.00 4.33 16.0 --i-- 0.00 4.33 30.5 LB ---- 89.0 ---- ---- 0.0 0.00 16.0 ----- 0.0 0.00 30.5 10.0 ---- 89.0 ---- ---- 0.00-0.00 16.0 ---- 0.00 0.00 30.5 L ---- 79.0 ---- ---- 0.0 0.00 20.9 ---- 0.0 0.00 44.6 7.0 ---- 89.0 ---- ---- 0.00 4.33 16.6 ---- 0.00 4.33 40.3 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 6 74 70 10.00 B ---- 89.0 ---- ---- 0.0 0.00 16.6 ---- 0.0 0.00 40.3 150 71 0.874 3.0 ---- 99.0 ---- ---- 0.00 4.33 12.2 ---- 0.00 4.33 36.0 7571 5.00 L ---- 99.0 ---- ---- 0.0 0.00 12.2 ---- 0.0 0.00 36.0 150 72 0.874 7.0 .---- 99.0 ---- ---- 0.00 0.00 12.2 ---- 0.00 0.00 36.0 76 72 40.00 L2B7R ---- 99.0 ---- 0.0 0.00 12.2 ---- 0.0 0.00 36.0 150 73 0.874 20.0 ---- 99.0 ---- ---- 0.00 0.00 12.2------ 0.00 0.00 36.0 77 73 29.00 2L7R ---- 99.0 - --------0 .0 0.00 12.2 ---- 0.0 0.00 36.0 150 72 0.874 21.0 ---- 99.0 ---- ---- 0.00 0.00 12.2 ---- 0.00 0.00 36.0 78 75 28.00 4LB ---- 99.0 -. --------0.8 0.03 11.6 ---- -3.5 0.50 26.2 150 74 0.874 31.0 ---- 79.0 ---- ---- - 0.00 8.67 20.3 ---- -0.01 8.67 35.4 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIX LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Eli, L=90 511, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv The maximum velocity of water flow occurs in pipe 39 at 6.95 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 24 at 16.53 ft/s with 4 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: A MATERIAL: Steel S-40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Ell TeeBr TeeRun Couplg SwgChk GatVlv 2.469 3.00 6.00 12.00 4.00 4.00 14.00 2.00 PAGE: B MATERIAL: BlazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) 5 L B R C S G 45 Ell 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 DATE: 9/6/2006 S:\LINDA\60120\caic\60120 BLDG E&F.rdf Page 7 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeéRun Coupl SwgChk Gate 4.220 7.00 17.00 34.00 0.00 0.00 37.00 3.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv 4.240 12.00 20.00 39.00 0.00 0.00 43.00 4.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lenths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv 1.959 2.00 6.00 12.00 4.00 4.00 13.00 1.00 PAGE: M MATERIAL: Copper Tube-N HWC: 150 Diameter S Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv 2.009 3.00 7.00 13.00 5.00 5.00 14.00 1.00 Sprinkler system has been hydraulically calculated with the BASS HOUSE 2.4 computer program (License No. R812099927) to provide an average imbalance of 0.010 gpm at each node with one sprinkler flowing, and 0.010 gpm at each node with 4 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 8 WATER SUPPLY CURVE 15.0 67 .5 OD 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 B P 22.5 S I 15.0 7.5 0.011 I I I I I I I 08 16 24 32 40 48 56 64 72 Me FLOW (GPM) Static = 72.0 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (4 sprinklers flowing) A = Available Water Supply C =Available Water Supply 72.0 psi @ 13.0 gpm 71.9 psi @ 59.2 gpm B = Required Water Supply D = Required Water Supply 29.7 psi @ 13.0 gpm 61.7 psi @ 59.2 gpm DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING F 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 9/6/2006 File No: 60120 BLDG E&F Data File Name: •60120 BLDG E&F.rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0612 RFC43 Conc.(16x16) K4.30 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.18 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.16 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: BlazeMaster HWC.: 150 WATER SUPPLY Source: Public Test Date: By: Static: 72.0 psi Resid: 18.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 9.7 56 13.0 72.0 30.7 2 13.0 9.7 56 26.2 72.0 38.4 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SF *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT FE (PSI)*(GPM) FL/FT FE (PSI) = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = * = = = = = = = = = = = = = = = = = = = = = * = = = = = = = = = = = = = = = = = = = = = 1 1 25.00 BG ---- 69.0 SRCE 13.0 0.00 30.7 ---- 26.3 0.01 38.4 150 2 4.240 43.0 ---- 69.0 ---- ---- 0.00 0.00 30.7 ---- 0.00 0.00 38.3 2 2 4.00 L ---- 69.0 ---- ---- 13.0 0.00 30.7 ---- 26.2 0.00 38.3 140 100 4.220 17.0 ---- 71.0 ---- ---- 0.00 0.87 29.8 ---- 0.00 0.87 37.5 3 100 6.00 3RS ---- 71.0 ---- ---- 13.0 0.03 29.8 ---- 26.2 0.11 37.5 120 101 2.469 26.0 ---- 71.0 ---- ----- 0.00 0.00 29.8 ---- 0.00 0.00 37.4 4 101 4.00 B -4.0 71.0 ---- ---- - 13.0 0.03 29.8 ---- 26.2 0.11 37.4 150 3 1.959 12.0 ---- 69.0 ---- ---- 0.00 0.87 26.6 ---- 0.01 0.87 34.1 5 3 10.00 L ---- 69.0 ---- ---- 13.0 0.03 26.6 ---- 26.2 0.11 34.1 150 4 1.959 6.0 ---- 69.0 ----- ---- 0.00 0.00 26.6 ---- 0.01 0.00 34.0 6 4 4.00 L ---- 69.0 ---- ---- - 13.0 0.02 26.6 ---- 26.2 0.07 34.0 150 5 1.959 6.0 ---- 71.0 ---- ---- 0.00 0.87 25.7 ---- 0.01 0.87 33.1 7 5 6.00 LB3RS ---- 71.0 ---- ---- 13.0 0.09 25.7 ---- 26.2 0.33 33.1 150 6 2.009 49.0 ---- 77.0 ---- ---- 0.00 2.60 23.0 ---- 0.01 2.60 30.2 8 6 2.00 L ---- 77.0 ---- ---- 13.0 0.05 23.0 ---- 26.2 0.20 30.2 150 10 1.598 9.0 ---- 79.0 --------0.00 0.87 22.1 ---- 0.02 0.87 29.1 9 10 14.00 2L ---- 79.0 ---- ---- 13.0 0.16 22.1 ---- 26.2 0.59 29.1 150 11 1.598 18.0 ---- 79.0 ---- ---- 0.00 .. 0.00 21.9 ---- 0.02 0.00 28.5 10 11 2.00 LR ---- 79.0 ---- ---- 0.0 0.00 21.9 ---- 0.0 0.00 28.5 150 12 0.874 8.0 ---- 79.0 ---- ---- 0.00 0.00 21.9 ---- 0.00 0.00 28.5 11 11 11.00 B3R ---- 79.0 ---- ---- 13.0 0.11 21.9 ---- 26.2 0.40 28.5 150 13 1.598 11.0 ---- 79.0 ---- ---- 0.00 0.00 21.8.---- 0.02 0.00 28.1 12 13 3.50 B ---- 79.0 ---- ---- 0.0 0.00 21.8 ---- 0.0 0.00 28.1 150 14 0.874 3.0 ---- 79.0 ---- ---- 0.00 0.00 21.8 ----- 0.00 0.00 28.1 - 13 13 10.00 5R ---- 79.0 ---- ---- 13.0 0.07 21..8 ---- 26.2 0.27 28.1 150 15 1.598 5.0 ---- 79.0 ---- ---- 0.00 0.00 21.7 ---- 0.02 0.00 27.8 14 15 22.50 8R ---- 79.0 ---- ---- 13.0 0.15 21.7 ---- 26.2 0.56 27.8 150 16 1.598 8.0 ---- 79.0 ---- ----- 0.00 0.00 21.6 ---- 0.02 0.00 27.3 15 16 29.00 8R ---- 79.0 ---- ---- 13.0 0.18 21.6 ---- 26.2 0.68 27.3 150 17 1.598 8.0 ---- 79.0 ---- ---- 0.00 0.00 21.4 ---- 0.02 0.00 26.6 16 17 13.50 7R ---- 79.0 ---- ---- 13.0 0.10 21.4 ---- 26.2 0.38 26.6 150 18 1.598 7.0 ---- 79.0 ---- ---- 0.00 0.00 21.3 ----. 0.02 0.00 26.2 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 3 17 18 7.50 2R ---- 79.0 ---------13.0 0.05 21.3 ---- 26.2 0.17 26.2 150 74 1.598 2.0 ---- 79.0 ---- ---- 0.00 0.00 21.2 ---- 0.02 0.00 26.0 18 74 10.00 4R ---- 79.0 ---- ---- 7.0 0.02 21.2 ---- 13.9 0.08 .26.0 150 19 1.598 4.0 ---- 79.0 ---- ---- 0.00 0.00 21.2 ---- 0.01 0.00 26.0 19 19 3.50 B ---- 79.0 ---- ---- -7.0 0.19 21.2 ---- 13.9 0.69 26.0 150 20 0.874 3.0 ---- 79.0 ----- ---- 0.03 0.00 21.0 ----- 0.11 0.00 25.3 20 19 13.00 6R ---- 79.0 ---- ---- 0.0 0.00 21.2 ---- 0.0 0.00 26.0 150 21 1.598 6.0 ---- 79.0 ---- ---- 0.00 0.00 21.2 ---- 0.00 0.00 26.0 21 21 11.00 LB ---- 9.0 ---- ---- 0.0 0.00. 21.2 ---- 0.0 0.00 26.0 150 22 0.874 10.0 ---- 79.0 ---- --- - 0.00 0.00 21.2 ---- 0.00 0.00 26.0 22 21 0.50 R ---- 79.0 ---- ---- 0.0 0.00 21.2 .---- 0.0 0.00 26.0 150 23 1.598 1.0 ---- 79.0 ---- ---- 0.00 0.00 21.2 ---- 0.00 0.00 26.0 23 23 3.00 2R ---- 79.0 ---- ---- 0.0 0.00 21.2 ---- 0.0 0.00 26.0 150 24 1.598 2.0 ---- 79.0 ---- ---- 0.00 0.00 21.2 ---- 0.00 0.00 26.0 24 24 3.50 150 25 0.874 25 24 -5.50 150 26 1.598 26 26 0.50 150 27 1.598 27 27 11.00 150 28 0.874 28 27 4.50 150 29 1.598 29 29 2.00 150 30 0.874 30 30 10.00 150 31 0.874 31 31 3.00 150 32 0.874 32 31 10.00 150 33 0.874 .33 33 3.50 150 34 0.874 34 34 11.00 150 35 '0.874 B ---- 79.0 ---- ---- 0.0 0.00 21.2 ---- 0.0 0.00 26.0 3.0 ---- 79.0 ---- ---- 0.00 0.00 21.2 ---- 0.00 0.00 26.0 R ---- 79.0 ---- ---- 0.0 0.00 21.2 ---- 0.0 0.00 26.0 1.0 ---- 79.0 ---- ----- 0.00 0.00 21.2 ---- 0.00 0.00 26.0 R ---- 79.0 ---- ---- 0.0 0.00 21.2 ---- 0.0 0.00 26.0 1.0 ---- 79.0 ---- ---- 0.00 0.00 21.2 ---- 0.00 0.00 26.0 LB ---- 79.0 ---- ---- •0.0 0.00 21.2 ---- 0.0 0.00 26.0 10.0 ---- 79.0 ---- ---- 0.00 0.00 21.2 ---- 0.00 0.00 26.0 R ---- 79.0 ---- ---- 0.0 0.00 21.2 ---- 0.0 0.00 26.0 1.0 ---- 79.0 ---- ---- 0.00 . 0.00 21.2 ---- 0.00 0.00 26.0 LB ---- 79.0 ---- ---- 0.0 0.00 21.2 ---- 0.0 0.00 26.0 10.0 ---- 79.0 ---- ---- 0.00 0.00 21.2 ---- 0.00 0.00 26.0 B ---- 79.0 ---- ---- 0.0 0.00 21.2 ---- 0.0 0.00 26.0 3.0 ---- 89.0 ---- ---- 0.00 4.33 16.9 ---- 0.00 4.33 21.6 2L ---- 89.0 ---- ---- 0.0 0.00 16.9 ---- 0.0 0.00 21.6 14.0 ---- 89.0 -------T 0.00 0.00 16.9 ---- 0.00 0.00 21.6 B ---- 89.0 ---- ---- 0.0 0.00 16.9 ---- 0.0 0.00 21.6 3.0 ---- 99.0 ---- ---- 0.00 4.33 12.6 ---- 0.00 4.33 17.3 L ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.3 7.0 ---- 99.0 ------- 0.00 0.00 12.6 ---- 0.00 0.00 17.3 B2R ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.3 5.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.3 35 35 3.50 B ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 36 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.3 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 4 36 35 3.50 R ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 37 0.874 1.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.3 37 37 1.00 B ---- 99.0 ---- ---- -0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 38 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.3 38 37 6.50 R ---- 99.0 ---- ---- - 0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 39 0.874 1.0 ---- 99.0 ---- --- -0.00 0.00 12.6 ---- 0.00 0.00 17.3 39 39 5.00 B ---- 99.0 ---- ----- 0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 40 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.3 40 39 11.00 L2R ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 41 0.874 9.0 ---- 99.0 ---- ----- 0.00 0.00 12.6 ---- 0.00 0.00 17.3 41 41 7.50 B ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 42 0.874 3.0 ---- 99.0 -------- 0.00 0.00 12.6---- 0.00 0.00.17.3 42 41 8.50 2R ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 43 0.874 2.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.3 43 43 5.00 B ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 44 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.3 44 43 30.00 2L8R ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 34. 0.874 22.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.3 45 36 10.00 L ---- 99.0 ---- ---- . 0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 45 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 16.9 ---- 0.00 4.33 21.6 46 45 6.00 2L ---- 89.0 --------0.0 0.00 16.9 ---- 0.0 0.00 21.6 150 46 0.874 14.0 ---- 89.0 ---- ---- 0.00 0.00 16.9 ---- 0.00 0.00 21.6 47 40 10.00 L ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 47 0.874 7.0 ---- 89.0 ---- ---- 0.00 .;4.33 16.9 ---- 0.00 4.33 21.6 48 47 5.00 2L ---- 89.0 ---- ---- 0.0 000 16.9 ---- 0.0 0.00 21.6 150 48 0.874 14.0 ---- 89.0 ---- ---- 0.00 0.00 16.9 ---- 0.00 0.00 21.6 49 44 10.00 L ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.3 150 49 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 16.9 ---- 0.00 4.33 21.6 50 49 6.50 LB ---- 89.0 ---- ---- 0.0 0.00 16.9. ---- 0.0 0.00 21.6 150 50 0.874 10.0 ---- 8.9.0 ---- ---- 0.00 0.00 16.9 ---- 0.00 0.00 .21.6 51 49 10.00 B ---- 89.0 ---- ---- 0.0 0.00 16.9.---- 0.0 0.00 21.6 150 25 0,.874 3.0 ---- 79.0 ---- ---- 0.00 4.33 21.2 ---- 0.00 4.33 26.0 52 20 10.00 L ---- 79.0 ---- ---- . 7.0 0.51 21.0 ---- 139 1.81 25.3 150 51 0.874 7.0 ---- 89.0 ---- ---- 0.03 4.33 16.2 ---- 0.11 4.33 19.1 53 51 6.00 LB ---- 89.0 ---- ---- 0.0 0.00 16.2 ---- 0.0 0.00 19.1 150 52 0.874 10.0 ---- 89.0 ---- ---- 0.00 0.00 1.2 ---- 0.00 0.00 19.1 54 51 10.00 B ---- 89.0 ---- ----- 7.0 6.39 16.2 ---- 13.9 1.39 19.1 150 53 0.874 3.0 ---- 99.0 ---- ---- 0.03 4.33 11.5 ---- . 0.11 4.33 13.4 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 5 55 53 5.00 L ---- 99.0 ---- ---- 7.0 0.36 11.5 ---- 13.9 1.28 13.4 150 54 0.874 7.0 ---- 99.0 ----- ---- 0.03 0.00 11.1 ---- 0.11 0.00 12.1 56 54 8.50 2R ---- 99.0 ---- ---- 9.1 0.51 11.1 ---- 16.4 1.52 12.1 150 55 0.874 2.0 '---- 99.0 ---- ---- 0.05 0.00 10.6 ---- 0.15 0.00 10.6 57 55 7.00 B ---- 99.0 ---- ---- 13.0 0.94' 10.6 ----. 13.0 0.94 10.6 150 56 0.874 3.0 ---- '99.0 4.18 13.0 0.09 0.00 9.7 13.0 0.09 0.00 9.7 58 55 11.00 L2R ---- -------- 99.0 ----- ---- '-3.9 0.21 10.6 ---- 3.4 0.16 10.6 150 57 0.874 9.0 ---- 99.0 ----------0.01 0.00 10.8 ---- 0.01 0.00 10.4 59 57 5.00 B ' ---- 99.0 ---- ---- 0.0 0.00 10.8 ---- 0.0 0.00 10.4 150 58 0.874 3.0 ----- 99.0 ---- ---- 0.00 0.00 10.8 ---- 0.00 0.00 10.4 60 57 6.50 'R ---- 99.0 ---- ----' -3.9 0.08 10.8 ---- 3.4 0.06 10.4 150 59 0.874 1.0 99.0 ---- ---- - 0.01 0.00 10.9 0.01 0.00 10.4 61 59 1.00 150 60 0.874 62 59 10.00 150 61 0.874 63 61 2.00 150 62 0.874 64 61 6.00 150 63 0.874 65 63 5.50 150 75 0.874 66 75 23.50 150 54 0.874 67 58 10.00 150 64 0.874 68 64 5.00 150 65 0.874 69 62 10.00 150 66 0.874 70 66 5.00 150 67 0?.874 71 63 10.00 150 68 0.874 72 68 2.50 150 69 0.874 73 14 10.00 150 70 0.874 B ---- 99.0 ---- ---- 0.0 0.00 10.9 ---- 13.2 0.39 10.4 3.0 ---- 99.0 4.18 ---- 0.00 0.00 10.9 13.2 0.10 0.00 10.0 LR 99.0 ---- ---- -3.9 0.19 10.9 -----9.8 1.01 10.4 8.0 ---- 99.0 ---- ---- - 0.01 0.00 11.1 -----0.06 0.00 11.4 B ---- 99.0 ---- ---- 0.0 0.00 11.1 ---- 0.0 0.00 11.4 3.0 ---- 99.0 ---- ---- 0.00 0.00 11.1 ---- 0.00 0.00 11.4 2R ---- 99.0 ---- ---- -3.9 0.08 11.1 -----9.8 0.45 11.4 2.0 ---- 99.0 ---- ---- - 0.01 0.00 11.2 ------0.06 0.00 11.8 3R ---- 99.0 ----- ---- ---------3 .9 -3.9 0.09 11.2 -----9.8 0.48 11.8 3.0 ---- 99.0 ---------001 0.00 11.2 -----0.06 0.00 12.3 2L6R ---- 99.0 ---- ---- 2.1 0.14 11.2 ---- 2.5 0.20 12.3 20.0 ---- 99.0 ---- ---- 0.00 0.00 11.1 ---- 0.00 0.00 12.1 L ---- 99.0 -------- 0.0 0.00 10.8 ---- 0.0 0.00 10.4 7.0 ---- 89.0 ---- ---- 0.00 4.33 15.1 ---- 0.00 4.33 14.8 LB ---- 89.0 ---- ---- -0.0 0.00 15.1 ---- 0.0 0.00 14.8 10.0 ---- 89.0 ---- ---- 0.00 0.00 15.1 ---- 0.00 0.00 14.8 99.0 ---- ---- 0.0 :0.00 11.1 0.0 0.00 11.4 7.0 ---- 89.0 ---- ---- 0.00 4.33 15.4 ---- 0.00 4.33 15.7 L ---- 89.0 ---- ---- 0.0 0.00 15.4 ---- 0.0 0.00 15.7 7.0 ---- 89.0 ---- ---- 0.00 0.00 15.4 ---- 0.00 0.00 15.7 B ---- 99.0 ---- ---- 0.0 0.00 11.2 ---- 0.0 0:00 11.8 3.0 ---- 89.0 ---- ---- 0.00 4.33 15.5 ---- 0.00 4.33 16.2 LB ---- 89.0 ---- ---- 0.0 0.00 15.5 ---- 0.0 0.00 16.2 10.0 ---- 89.0 ---- ---- 0.00 0.00 15.5 ---- 0.00 0.00 16.2 L ---- 79.0 ----- 0.0 0.00 21.8 ---- 0.0 0.00 28.1 7.0 ---- 89.0 ---- ----- 0.00 4.33 17.5 ---- 0.00 4.33 23.8 DATE: 9/6/2006 S:\LINDA\60120\caic\6012.0 BLDG E&F.rdf Page 6 74 70 10.00 B ---- 89.0 ---- ----- 0.0 0.00 17.5 ---- 0.0 0.00 23.8 150 71 0.874 3.0 ---- 99.0 ---- ---- 0.00 4.33 13.1 ---- 0.00 4.33 19.4 75 71 5.00 L ---- 99.0 ---- ---- 0.0 0.00 13.1 ---- 0.0 0.00 19.4 150 720.874 7.0 ---- 99.0 ---- ---- 0.00 0.00 13.1 ---- 0.00 0.00 19.4 76.72 40.00 L2B7R ---- 99.0 ---- ---- 0.0 0.00 13.1 ---- 0.0 0.00 19.4 150 73 0.874 20.0 ---- 99.0 ---- ---- 0.00 0.00 13.1 ---- 0.00 0.00 19.4 77 73 29.00 2L7R ---- 99.0 ---- ---- 0.0 0.00 13.1 ---- 0.0 0.00 19.4 150 72 0.874 21.0 ---- 99.0 ---- ---- 0.00 0.00 13.1 ---- 0.00 0.00 19.4 78 75 28.00 4LB ---- 99.0 ---- ---- -6.0 1.34 11.2 --- 12.3 5.05 12.3 150 74 0.874 31.0 ---- 79.0 ---- -----0.02 8.67 21.2 ---- -0.09 8.67 26.0 Legend: P- Pipe# DIA - Pipe Diameter. EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction.Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Eli, B=TeeBch, R=TeeRun, C=Coupig, S=SwgChk, G=GatViv The maximum velocity of water flow occurs in pipe 57 at 6.95 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 56 at 8.77 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: A MATERIAL: Steel S-40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBr TeeRun Coupig SwgChk GatVlv 2.469 3.00 6.00 12.00 4.00 4.00 14.00 2.00 PAGE: B MATERIAL: BiazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatViv 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 7 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Coupi SwgChk Gate 4.220 7.00 17.00 34.00 0.00 0.00 37.00 3.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv 4.240 12.00 20.00 39.00 0.00 0.00 43.00 4.00 PAGE: K MATERIAL: Copper Tube-K' HWC: 150 Diameter Equivalent. Fitting Lengths in Feet (in) . E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv 1.959 2.00 6.00 12.00 4.00 4.00 13.00 1.00 PAGE: M MATERIAL: Copper Tube-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv 2.009 3.00 7.00 13.00 5.00 5.00 14.00 1.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.4 computer program (License No. R812099927) to provide an average imbalance of 0.010 gpm at each node with one sprinkler flowing, and 0.010 gpm at each node with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 8 WATER SUPPLY CURVE 75.0 67.5 F' 60.0 R E 52.5 S S 45.0 U RI OD 37.5 E .1 30.0 B P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 72.0 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 13.0 gpm 72.0 psi @ 26.2 gpm B = Required Water Supply D = Required Water Supply 30.7 psi @ 13.0 gpm 38.4 psi @ 26.2 gpm DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING F 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY -MARGIN Date: 9/6/2006 File No: 60120 BLDG E&F Data File Name: 60120 BLDG. E&F.rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr.: RA0612 RFC43 Conc. (16x16) K=4.30 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.18 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.16 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: BlazeMaster HWC: .150 WATER SUPPLY Source: Public Test Date: By: . Static: 72.0 psi Resid: 18.0 psi Flow:-1500.0 gpm Public Main Size: 8 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. . Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 . . 9.7 42 13.0 72.0 30.7 2 13.0 9.7 42 26.3 72.0 38.2 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 25.00 BG 69.0 SRCE 13.0 0.00 30.7 26.4 0.01 38.2 150 2 4.240 43.0 ---- 69.0 ---- ---- 0.00 0.00 30.7 ---- 0.00 0.00 38.2 2 2 4.00 L ---- 69.0 ---- ---- 13.0 0.00 30.7 ---- 26.3 0.00 38.2 140 100 4.220 17.0 ---- 71.0 ---- ---- 0.00 0.87 29.8 ---- 0.00 0.87 37.4 3 100 .6.00 3RS ---- 71.0 ---- ---- 13.0 0.03 29.8 ---- 26.3 0.11 37.4 120 101 2.469 26.0 ---- 71.0 ---- ---- 0.00 0.00 29.8 ---- 0.00 0.00 37.2 4 101 4.00 B -4.0 71.0 ---- - ---- 13.0 0.03 29.8 ---- 26.3 0.11 37.2 150 3 1.959 12.0 ---- 69.0 ---- ---- 0.00 0.87 26.6 ---- 0.01 0.87 34.0 5 3 10.00 L ---- 69.0 ---- ---- 13.0 0.03 26.6 ---- 26.3 0.11 34.0 150 4 1.959 6.0 ---- 69.0 ---- ---- 0.00 0.00 26.6 ---- 0.01 0.00 33.9 6 4 4.00 L ---- 69.0 ---- ---- -13.0 0.02 26.6 ---- 26.3 0.07 33.9 150 5 1.959 6.0 ---- 71.0 ---- ---- 0.00 0.87 25.7 ---- 0.01 0.87 33.0 7 5 6.00 LB3RS ---- 71.0 ---- ---- 13.0 0.09 25.7 ---- 26.3 0.33 33.0 150 6 2.009 49.0 ---- 77.0 ---- ---- 0.00 2.60 23.0 ---- 0.01 2.60 30.0 8 6 2.00 L ---- 77.0 -------- 13.0 0.05 23.0 ---- 26.3 0.20 30.0 150 10 1.598 9.0 ---- 79.0 ---- ---- 0.00 0.87 22.1 ---- 0.02 0.87 29.0 9 10 14.00 2L ---- 79.0 ---- ---- 13.0 0.16 22.1 ---- 26.3 0.59 29.0 150 11 1.598 18.0 ---- 79.0 ---- ---- 0.00 0.00 21.9 ---- 0.02 0.00 28.4 10 11 2.00 LR ---- 79.0 ---- ---- 0.0 0.00 21.9 ---- 0.0 0.00 28.4 150 12 0.874 8.0 ---- 79.0 ---- ---- 0.00 0.00 21.9 ---- 0.00 0.00 28.4 11. 11 11.00 33R ---- 79.0 ---- ---- 13.0 0.11 21.9 ---- 26.3 0.41 28.4 150 13 1.598 11.0 ---- 79.0 ---- ---- 0.00 0.00 21.8 ---- 0.02 0.00 28.0 12 13 3.50 150 14 0.874 - 13 13 10.00 150 15 17.598 14 15 22.50 150 16 1.598 15 16 29.00 150 17 1.598 16 17 13.50 150 18 1.598 B ---- 79.0 ---- ---- 0.0 0.00 21.8 ---- 0.0 0.00 28.0 3.0 ---- 79.0 ---- ---- 0.00 0.00 21.8 ---- 0.00 0.00 28.0 5R ---- 79.0 ---- ---- 13.0 0.07 21.8 ---- 26.3 0.28 28.0 5.0 ---- 79.0 ---- ---- 0.00 0.00 21.7 ---- 0.02 0.00 27.7 8R ---- 79.0 ---- ---- 13.0 0.15 21.7 --- 26.3 0.56 27.7 8.0 ---- 79.0 ---- ---- 0.00 0.00 21.6 ---- 0.02 0.00 27.1 8R ---- 79.0 ---- ---- 13.0 0.18 21.6 ---- 26.3 0.68 27.1 8.0 ---- 79.0 ---- ---- 0.00 0.00 21.4 ---- 0.02 0.00 26.4 7R ---- 79.0 ---- ---- 13.0 0.10 21.4 ---- 26.3. 0.38 26.4 7.0 ---- 79.0 ---- ---- 0.00 0.00 21.3 ---- 0.02 0.00 26.1 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 3 17 18 7.50 2R ---- 79.0 --------13.0 0.05 21.3 ---- 26.3 0.18 26.1 150 74 1.598 2.0 ---- 79.0 ---- ---- 0.00 0.00 21.3 ---- 0.02 0.00 25.9 18 74 10.00 4R ---- 79.0 ---- ---- 12.2 0.06 21.3 ---- 24.8 0.23 25.9 150 19 1.598 4.0 ---- 79.0 ---- ---- 0.00 0.00 21.2 ---- 0.02 0.00 25.7 19 19 3.50 B ---'- 79.0 -. --------0.8 0.00 21.2 ---- -1.6 0.01 25.7 150 20 0.874 3.0 ---- 79.0 ---- ---- 0.00 0.00 21.2 ---- 0.00 0.00 25.7 20 19 13.00 6R ---- 79.0 ---- ---- 13.0 0.09 21.2 ---- 26.3 0.35 25.7 150 21 1.598 6.0 ---- 79.0 ---- ---- 0.00 0.00 21.1 ---- 0.02 0.00 25.3 21 21 11.00 LB ---- 79.0 ---- ---- 0.0 0.00 21.1 ---- 0.0 0.00 25.3 150 22 0.874 10.0 ---- 79.0 -------'- 0.00 0.00 21.1 ---- 0.00 0.00 25.3 22 21 0.50 R ---- 79.0 ---- ---- 13.0 0.01 21.1---- 26.3 0.03 25.3 150 23 1.598 1.0 ---- 79.0 ---------0.00 0.00 21.1 ---- 0.02 0.00 25.3 23 23 3.00 2R ---- 79.0 ---- ---- 13.0 0.02 21.1 ---- 26. 0.09 25.3 150 24 1.598 2.0 ---- 79.0 ---- ---- 0.00 0.00 21.1 ---- 0.02 0.00 25.2 24 24 3.50 B ---- 79.0 ---- ---- 6.9 0.19 21.1 ---- 13.6 0.67 25.2 150 25 0.874 3.0 ---- 79.0 ---- ---- 0.03 0.00 20.9 ---- 0.10 0.00 24.5 25 24 5.50 R ---- 79.0 ---- ---- - 6.1 0.01 21.1 ---- 12.7 0.03 25.2 150 26 1.598 1.0 ---- 79.0 ---- ---- 0.00 0.00 21.1 ----- 0.00 0.00 25.2 26 26 0.50 R ---- 79.0 ---- ---- 6.1 0.00 21.1 ---- 12.7 0.01 25.2 150 27 1.598 1.0 ---- 79.0 ---- ---- 0.00 0.00 21.1 ---- 0.00 0.00 25.1 27 27 11.00 LB ---- 79.0 ---- ---- 0.0 0.00 21.1 ---- 0.0 0.00 25.1 150 28 0.874 10.0 ---- 79.0 ---- ---- 0.00 0.00 21.1 ---- 0.00 0.00 25.1 28 27 4.50 R ---- 7.9.0 ---- ---- 6.1 0.01 21.1 ---- 12.7 0.03 25.1 150 29 1.598 1.0 ---- 79.0 ---- ---- '0.00 0.00 21.1 ---- 0.00 0.00 25.1 29 29 2.00 LB ---- 79.0 ---- ----- 6.1 0.28 21.1 ---- 12.7 1.09 25.1 150 30 0.874 10.0 ---- 79.0 ---- ---- 0.02 0.00 20.8 ---- 0.09 0.00 24.0 30 30 10.00 B ---- 79.0 ---- ---- 6.1 0.31 20.8 ---- 12.7 1.18 24.0 150 31 0.874 3.0 ---- 89.0 ---- ---- 0.02 4.33 16.1 ---- 0.09 4.33 18.5 31 31 3.00 2L ---- 89.0 ---- ---- 0.0 0.00 16.1 ---- 0.0 0.00 18.5 150 32 0.874 14.0 ---- 89.0 ---- ---- 0.00 0.00 16.1 ---- 0.00 0.00 18.5 32 31 10.00 B -.--- 89.0 ---- ---- 6.1 0.31 16.1 ---- 12.7 1.18 18.5 150 33 0,.874 3.0 ---- 99.0 ---- ---- 0.02 4.33 11.5 ---- 0.09 4.33 13.0 33 33 3.50 L ---- 99.0 ---- ---- 6.1 0.25 11.5 ---- 12.7 0.95 13.0 150 34 0.874 7.0 ---- 99.0 ---- ---- 0.02 0.00 11.2 ---- 0.09 0.00 12.0 34 34 11.00 B2R ---- 99.0 ---- ----- 4.3 0.20 11.2 ---- 11.3 1.16 12.0 150 35 '0.874 5.0 ---- 99.0 ---- ---- 0.01 0.00 11.0 ---- 0.07 0.00,10.9 35 35 3.50 B ---- 99.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 10.9 150 36 0.874 3.0 ---- 99.0 ----- ----- 0.00 0.00 11.0 ---- 0.00 0.00 10.9 DATE; 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 4 36 35 3.50 R ---- 99.0 ---- ---- 4.3 0.06 11.0 ---- 11.3 0.33 10.9 150 37 0.874 1.0 ---- 99.0 ---- ---- 0.0.1 0.00 11.0 ---- 0.07 0.00 10.6 37 37 1.00 B ---- 99.0 ---- ---- 0.0 0.00 11.0 ---- 13.3 0.40 10.6 150 38 0.874 3.0 ---- 99;0 4.18 ---- 0.00 0.00 11.0 13.3 0.10 0.00 10.2 38 37 6.50 R. ---- 99.0 ---- ---- 4.3 0.09 11.0 -----2.1 0.02 10.6 150 39 0.874 1.0 ---- 99.0 ---- ---- -0.01 0.00 10.9 ---- 0.00 0.00 10.6 39 39 5.00 B ---- 99.0 ---- ---- 0.0 0.00 10.9 ---fl 0.0 0.00 10.6 150 40 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 10.9 ---- 0.00 0.00 10.6 40 39 11.00 L2R ---- .99.0 ---- ---- 4.3 0.25 10.9 -----2.1 0.06 10.6 150 41 0.874 9.0 ---- 99.0 ---- -- -- 0.01 0.00 10.6 ---- 0.00 0.00 10.6 41 41 7.50 B ---- 99.0 ---- ---- 13.0 0.99 10.6 ---- 13.0 0.99 10.6 150 42 0.874 3.0 ---- 99.0 4.18 13.0 0.09 0.00 9.7.13.0 0.09 0.00 9.7 42 41 8.50 2R ---- 99.0 ---- ---- -8.7 0.47 10.6 ----'-15.1 1.30 10.6 150 43 0.874 2.0 ---- 99.0 ---- ---- - 0.04 0.00 11.1 -----0.12 0.00 12.0 43 43 5.00 B ---- 99.0 ---------6.9 0.23 11.1 -----13.6 0.82 12.0 150 44 0.874 . 3.0 ---- 99.0 ---- ---- - 0.03 0.00 11.3 -----0.10 0.00 12.8 44 43 3.0.00 2L8R ---- 99.0 --- ---- - 1.8 0.13 11.1 -----1.5 0.09 12.0 150 34 0.874 22.0 ---- 99.0. --------0.00 0.00 11.2 ---- 0.00 0.00 12.0 45 36 10.00 L ---- 99.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 10.9 150 45 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 15.4 ---- 0.00 4.33 15.2 46 45 6.00 . 2L ---- 89.0 ---- ---- 0.0 0.00 15.4 ---- 0.0 0.00 15.2 150 46 0.874 14.0 ---- 89.0 ---- ---- 0.00 0.00 15.4 ---- 0.00 0.00 15.2 47 40 10.00 L ---- 99.0 ---- ---- 0.0 0.00.10.9 ---- 0.0 0.00 10.6 150 47 0.874 7.0 ---- 89.0 ---- ---- 0.00 . 4.33 15.2 ---- 0.00 4.33 14.9 48 47 5.00 2L ---- 89.0 ---- ---- 0.0 0.00 15.2 ---- 0.0 0.00 14.9 150 48 0.874 14.0 ---- 89.0 ---- ---- 0.00 0.00 15.2 ---- 0.00 0.00 14.9 49 44 10.00 L ---- 99.0 ---- ---- -6.9 0.49 11.3 -----13.6 1.74 12.8 150 49 0.874 7.0 ---- 89.0 ---- ---- - 0.03 4.33 16.2 -----0.10 4.33 18.8 50 49 6.50 LB ---- 89.0 ---- ---- 0.0 0.00 1.6.2 ---- 0.0 0.00 18.8. 150 50 0.874 10.0 ---- 89.0 ---- ---- 0.00 . 0.00 16.2 ---- 0.00 0.00 18.8 51 49 10.00 B ---- 89.0 ---- ---- -6.9 0.38 16.2 -----13.6 1.33 18.8 150 25 0.874 . 3.0 ---- 79.0 ---- ---- - 0.03 4.33 20.9 -----0.10 4.33 24.5 52 20 10.00 L ---- 79.0 ---- ---- -0.8 0.01 21.2 -----1.6 0.03 25.7 150 51 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 16.9 ---- 0.00 4.33 21.4 53 51 6.00 LB ---- 89.0 ---- ---- 0.0 0.00 16.9 ---- 0.0 0.00 21.4 150 52 0.874 10.0 ---- 89.0 ---- ---- 0.00 0.00 16.9 ---- 0.00 0.00 21.4 54 51 10.00 B ---- 89.0 --------. -0.8 0.01 16.9 -----1.6 0.02 21.4 150 53 0.874 3.0 ---- 99.0 ---- ---- 0.00 4.33 12.5 ---- 0.00 4.33 17.1 4) - DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 5 55 53 5.00 L ---- 99.0 ---- ---- -0.8 0.01 12.5 -----1.6 0.02 17.1 150 54 0.874 7.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.1 56 54 8.50 2R ---- 99.0 ---- ---- -0.3 0.00 12.6 -----0.7 0.00 17.1 150 55 0.874 2.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.1 57 55 7.00 B ---- .99.0 ---- ---- -0.0 0.00 12.6 ---- 0.0 0.00 17.1 150 56 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.1 58 55 11.00 L2R ---- 99.0 ----- ----- -0.3 0.00 12.6 -----0.7 0.01 17.1 150 57 0.874 9.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.1 59 57 5.00 B ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.1 150 58 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 1.2.6 ---- 0.00 0.00 17.1 60 57 6.50 R ---- 99.0 ---- ---- -0.3 0.00 12.6 -----0.7 0.00 17.1 150 59 0.874 1.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.1 61 59 1.00 B ---- 99.0 ---- ---- 0.0 0.00 12.6---- 0.0 0.00 17.1 150 60 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.1 62 59 10.00 LR ---- 99.0 ---- ---- -0.3 0.00 12.6 -----0.7 0.01 17.1 150 61 0.874 8.0 ---- 99.0 ----- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.1 63 61 2.00 B ---- 99.0 ---- ---- - 0.0 0.00 12.6 ---- 0.0 0.00 17.1 150 62 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.1 64 61 6.0.0 2R ---- 99.0 ---- ---- -0.3 0.00 12.6 -----0.7 0.00 17.1 150 63 0.874 2.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.1 65 63 5.50 3R ---- 99.0 ---- ---- -0.3 0.00 12.6 -----0.7 0.00 17.1 150 75 0.874 3.0 ---- 99.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 17.1 66 75 23.50 2L6R ---- 99.0 ---- ---- 0.4 0.01 12.6 ---- 0.9 0.03 17.1 150 54 0.874 20.0 ---- 99.0 ---- ---- 0.00 ., 0.00 12.6 ---- 0.00 0.00. 17.1 67 58 10.00 L ---- 99.0 -. -------0.0 0.00 12.6 ---- 0.0 0.00 17.1 150 64 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 16.9 ---- 0.00 4.33 21.4 68 64 5.00 LB ---- . 89.0 ---- ---- 0.0 0.00 16.9 ---- 0.0 0.00 21.4 150 65 0.874 10.0---- 89.0 ----- ---- 0.00 0.00 16.9 ---- 0.00 0.00.21.4 69 62 10.00 L ---- 99.0 --------- 0.0 0.00 12.6 ---- 0.0 0.00 17.1 150 66 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 16.9 ---- 0.00 4.33 21.4 70 66 5.00 L ---- 89.0 ---- ---- 0.0 0.00 16.9 ---- 0.0 0.00 21.4 150 67 0.874 7.0 ---- 89.0 ---- ---- 0.00 0.00 16.9 ---- 0.00 0.00 21.4 71 63 10.00 B ---- 99.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 17.1 150. 68 0.874 3.0 ---- 89.0 ---- ---- 0.00 4.33 16.9 ----- 0.00 4.33 21.4 72 68 2.50 LB ---- 89.0 ---- ---- 0.0 0.00 16.9 ---- 0.0 0.00 21.4 150 69 0.874 10.0 ---- 89.0 --------- 0.00 0.00 16.9 ---- 0.00 0.00 21.4 73 14 10.00 L ---- 79.0 ---- ---- 0.0 0.00 21.8 ---- 0.0 0.00 28.0 150 70 0.874 7.0 ---- 89.0 ---- ---- 0.00 4.33 17.5 ---- 0.00 4.33 23.6 DATE: 9/6/006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 6 74 70 10.00 B ---- 89.0 ---- ----- 0.0 0.00 17.5 ---- 0.0 0.00 23.6 150 71 0.874 3.0 ---- 99.0 ---- ---- 0.00 4.33 13.2 ---- 0.00 4.33 19.3 75 71 5.00 L ---- 99.0 ---- ---- 0.0 0.00 13.2 ---- 0.0 0.00 19.3 150 72 0.874 7.0 ---- 99.0 ---- ---- 0.00 0.00 13.2 ---- 0.00 0.00 19.3 76 72 40.00 L2B7R ---- 99.0 ------- 0.0 0.00 13.2---- 0.0 0.00 19.3 150 73 0.874 20.0 ---- 99.0 ---- ---- 0.00 0.00.13.2 ----. 0.00 0.00 19.3 77 73 29.00 2L7R ---- 99.0 ---- ---- 0.0 0.00 13.2 ---- 0.0 0.00 19.3 150 72 0.874 21.0 ---- 99.0 ---- ---- 0.00 0.00 13.2 ---- 0.00 0.00 19.3 78 75 28.00 4LB ---- 99.0 ---- ---- -0.8 0.03 12.6 -----1.6 0.11 17.1 150 74 0.874 31.0 ---- 79.0 -------- 0.00 8.67 21.3 ---- 0.00 8.67 25.9 Legend: Pipe DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL -'Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv The maximum velocity of water flow occurs in pipe 41 at 6.95 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 42 at 8.07 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: A MATERIAL: Steel S-40 HWC.: 120 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Ell TeeBr TeeRun Couplg SwgChk GatVlv 2.469 3.00 6.00 12.00 4.00 4.00 14.00 2.00 PAGE: B MATERIAL: BlazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 p DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 7 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Ell TeeBch TeeRun Coupl SwgChk Gate 4.220 7.00 17.00 34.00 0.00 0.00 37.00 3.00 PAGE: E MATERIAL: PVC150 .HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv 4.240 12.00 20.00 39.00 0.00 0.00 43.00 4.00 PAGE: K MATERIAL: Copper Tube-,K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv 1.959 2.00 6.00 12.00 4.00 4.00 13.00 1.00 PAGE: M MATERIAL: Copper Tube-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv 2.009 3.00 7.00 13.00 5.00 5.00 14.00 1.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.4 computer program (License No. R812099927) to provide an average imbalance of 0.010 gpm at each node with one sprinkler flowing, and 0.010 gpm at each node with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 0 DATE: 9/6/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 8 WATER SUPPLY CURVE mi 75.0 67 .5 P R 60.0 E 52.5 S S 45.0 U RI 37.5 D E 30. t B P 22.5 S I. 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 72.0 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 13.0 gpm 72.0 psi @ 26.3 gpm B = Required Water Supply D = Required Water Supply 30.7 psi @ 13.0 gpm 38.2 psi @ 26.3 gpm