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1035 LORETTA LN; ; AS070007; Permit
6/12/25, 2:31 PM AS070007 Permit Data City of Carlsbad Sprinkler Permit Permit No: A5070007 Job Address: 1035 LORETTALN Status: PENDING Permit Type: SPRINK Applied 1/16/2007 Parcel No: 2061204100 Approved: Lot #: 0 Reference No.: Issued: PC #: Inspector: Project Title: THE BLUFFS BLDG. E 5 FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: FIRE SPRINKLER SYSTEMS 155 ENTERPRISE COURT CORONA, CA (800) 915-3473 Owner: ANASTASI DEVELOPMENT CO L L C 1200 AVIATION BLVD #203 REDONDO BEACH CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 310 0 310 0 about:blank 1/1 t)ATE:11/27/2006 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 REPOPPR0VED UBITTED FOR 1065 CHINQUAPIN AVENUE LSBAD(1RTMENT THE BLUFFS *BUILDING E C____AR _____________________ CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 11/27/2006 File No: 60120 BLDG E&F Data File Name: 60120 BLDG E&F.rdf SPRINKLER SPACING 100.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 10.0 ft. Min. Dist. Bet. Spklrs: 13.0 Max. Dist. Spklr. to Wall: 13.0 ft. 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 15.0 7.8 28 15.0 72.0 18.8 4 15.0 7.8 28 62.3 71.9 39.9 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT hATE: P11/27/2006 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 1 25.00 BG ---- 69.0 SRCE 15.0 0.00 18.8 ---- 62.2 0.05 39.9 150 2 4.240 43.0 ---- 69.0 ----- ---- 0.00 0.00 18.8 ---- 0.00 0.00 39.9 2 2 4.00 L ---- 69.0 ---- ---- 15.0 0.00 18.8 ---- 62.3 0.02 39.9 140 100 4.220 17.0 ---- 71.0 ---- ---- 0.00 0.87 17.9 ---- 0.00 0.87 39.0 3 100 6.00 3RS ---- 71.0 ---- ---- 15.0 0.04 17.9 ---- 62.3 0.53 39.0 120 101 2.469 26.0 ---- 71.0 ---- ---- 0.00 0.00 17.9 ---- 0.02 0.00 38.5 4 101 4.00 B -4.0 71.0 ---- ---- 15.0 0.04 17.9 ---- 62.3 0.54 38.5 150 3 1.959 12.0 ---- 69.0 ---- ---- 0.00 0.87 14.7 ---- 0.03 0.87 34.8 5 3 10.00 L ---- 69.0 ---- ---- 15.0 0.04 14.7 ---- 62.3 0.54 34.8 150 4 1.959 6.0 ---- 69.0 ---- ---- 0.00 0.00 14.7 ---- 0.03 0.00 34.3 6 4 4.00 L ---- 69.0 ---- ---- 15.0 0.02 14.7 ---- 62.3 0.34 34.3 150 5 1.959 6.0 ---- 71.0 ---- ---- 0.00 0.87 13.8 ---- 0.03 0.87 33.1 7 5 6.00 LB3RS ---- 71.0 ---- ---- 15.0 0.12 13.8 ---- 62.3 1.63 33.1 150 6 2.009 49.0 ---- 77.0 ---- ---- 0.00 2.60 11.1 ---- 0.03 2.60 28.8 8 6 2.00 L ---- 77.0 ---- ---- 15.0 0.07 11.1 ---- 62.3 1.00 28.8 150 10 1.598 9.0 ---- 79.0 ---- ---- 0.01 0.87 10.1 ---- 0.09 0.87 27.0 9 10 14.00 2L ---- 79.0 ---- ---- 15.0 0.21 10.1 ---- 62.3 2.90 27.0 150 11 1.598 18.0 ---- 79.0 ---- ---- 0.01 0.00 9.9 ---- 0.09 0.00 24.1 1011 2.00 LR ---- 79.0 ---- ---- 0.0 0.00 9.9---- 0.0 0.00 24.1 150 12 1.101 8.0 ---- 79.0 ---- ---- 0.00 0.00 9.9 ---- 0.00 0.00 24.1 11 11 11.00 B3R ---- 79.0 ---- ---- 15.0 0.14 9.9 ---- 62.3 1.99 24.1 150 13 1.598 11.0 ---- 79.0 ---- ---- 0.01 0.00 9.8 ---- 0.09 0.00 22.1 12 13 3.50 B ---- 79.0 ---- ---- 0.0 0.00 9.8 ---- 0.0 0.00 22.1 150 14 1.101 5.0 ---- 79.0 ---- ---- 0.00 0.00 9.8 ---- 0.00 0.00 22.1 13 13 10.00 SR ---- 79.0 ---- ---- 15.0 0.10 9.8 ---- 62.3 1.36 22.1 150 151.598 5.0---- 79.0 ---- ---- 0.01 0.00 9.7---- 0.09 0.00 20.7 14 15 22.50 8R ---- 79.0 ---- ---- 15.0 0.20 9.7 ---- 62.3 2.76 20.7 150 16 1.598 8.0 ---- 79.0 ---- ---- 0.01 0.00 9.5 ---- 0.09 0.00 17.9 15 16 29.00 8R ---- 79.0 ---- ---- 15.0 0.24 9.5 ---- 62.3 3.35 17.9 150 17 1.598 8.0 ---- 79.0 ---- ---- 0.01 0.00 9.2 ---- 0.09 0.00 14.6 16 17 13.50 7R ---- 79.0 - --- ---- 15.0 0.13 9.2 ---- 62.3 1.86 14.6 150 18 1.598 7.0 ---- 79.0 ---- ---- 0.01 0.00 9.1 ---- 0.09 0.00 12.7 ISATE: 11/27/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 3 17 18 7.50 2R ---- 79.0 ---- ---- 15.0 0.06 9.1 ---- 62.3 0.86 12.7 150 74 1.598 2.0 ---- 79.0 ---- ---- 0.01 0.00 9.0 ---- 0.09 0.00 11.9 18 74 10.00 4R ---- 79.0 ---- ---- 13.5 0.07 9.0 ---- 55.9 1.04 11.9 150 19 1.598 4.0 ---- 79.0 ---- ---- 0.01 0.00 9.0 ---- 0.07 0.00 10.8 19 19 3.50 B ---- 79.0 ---- ----- -1.5 0.00 9.0 -----6.3 0.07 10.8 150 20 1.101 5.0 ---- 79.0 ---- ---- 0.00 0.00 9.0 -----0.01 0.00 10.9 20 19 13.00 6R ---- 79.0 ---- ---- 15.0 0.12 9.0 ---- 62.3 1.72 10.8 150 21 1.598 6.0 ---- 79.0 ---- ---- 0.01 0.00 8.8 ---- 0.09 0.00 9.1 21 21 11.00 LB ---- 79.0 ---- ---- 0.0 0.00 8.8 ---- 15.3 0.95 9.1 150 22 1.101 12.0 ---- 79.0 5.36 ---- 0.00 0.00 8.8 15.3 0.04 0.00 8.2 22 21 0.50 150 23 1.598 23 23 3.00 150 24 1.598 24 24 3.50 150 25 1.101 25 24 5.50 150 26 1.598 26 26 0.50 150 27 1.598 R ---- 79.0 ---- ---- 15.0 0.01 8.8 ---- 47.0 0.08 9.1 1.0 ---- 79.0 5.36 ---- 0.01 0.00 8.8 16.1 0.05 0.00 9.0 2R ---- 79.0 5.36 15.0 0.03 8.8 16.1 30.9 0.12. 9.0 2.0 ---- 79.0 ---- ---- 0.01 0.00 8.8 ---- 0.02 0.00 8.9 B ---- 79.0 ---- ---- 1.2 0.00 8.8 ---- 2.3 0.01 8.9 5.0 ---- 79.0 ---- ---- 0.00 0.00 8.8 ---- 0.00 0.00 8.9 R ---- 79.0 ---- ---- 13.8 0.04 8.8 ---- 28.6 0.14 8.9 1.0 ---- 79.0 5.36 ---- 0.01 0.00 8.8 15.9 0.02 0.00 8.8 R ---- 79.0 5.36 13.8 0.01 8.8 15.9 12.7 0.01 8.8 1.0 ---- 79.0 ---- ---- 0.01 0.00 8.8 ---- 0.00 0.00 8.8 27 27 11.00 LB ----• 79.0 ---- ---- 15.0 0.92 8.8 ---- 15.0 0.92 8.8 150 28 1.101 12.0 ---- 79.0 5.36 15.0 0.04 0.00 7.8 15.0 0.04 0.00 7.8 28 27 4.50 R ---- 79.0 ---- ---- -1.2 0.00 8.8 -----2.3 0.00 8.8 150 29 1.598 1.0 ---- 79.0 ---- ---- 0.00 0.00 8.8 ---- 0.00 0.00 8.8 29 29 2.00 LB ---- 79.0 ---- ---- -1.2 0.01 8.8 -----2.3 0.02 8.8 150 30 1.101 12.0 ---- 79.0 ---- ----- 0.00 0.00 8.8 ---- 0.00 0.00 8.8 30 30 10.00 B ---- 79.0 ---- ---- -1.2 0.01 8.8 -----2.3 0.02 8.8 150 31 1.101 5.0 ---- 89.0 ---- ---- 0.00 4.33 4.4 ---- 0.00 4.33 4.5 31 31 3.00 2L ---- 89.0 ---- ---- 0.0 0.00 4.4 ---- 0.0 0.00 4.5 150 32 1.101 14.0 ---- 89.0 ---- ---- 0.00 0.00 4.4 ---- 0.00 0.00 4.5 32 31 10.00 B ---- 89.0 ---- ---- -1.2 0.01 4.4 -----2.3 0.02 4.5 150 33 1.101 5.0 ---- 99.0 ---- ---- 0.00 4.33 0.1 ---- 0.00 4.33 0.1 33 33 3.50 L ---- 99.0 ---- ---- -1.2 0.00 0.1 -----2.3 0.01 0.1 150 34 1.101 7.0 ---- 99.0 ---- ---- 0.00 0.00 0.1 ---- 0.00 0.00 0.2 34 34 11.00 B2R ---- 99.0 ---- ---- -0.6 0.00 0.1 -----1.1 0.01 0.2 150 35 1.101 7.0 ---- 99.0 ---- ---- 0.00 0.00 0.1 ---- 0.00 0.00 0.2 35 35 3.50 B ---- 99.0 ---- ---- 0.0 0.00 0.1 ---- 0.0 0.00 0.2 150 36 1.101 5.0 ---- 99.0 ---- ---- 0.00 0.00 0.1 ---- 0.00 0.00 0.2 1ATE: 11/27/2OO6 S:\LII\TDA\60120\calc\60120 BLDG E&F.rdf Page 4 36 35 3.50 R ---- 99.0 ---- ---- -0.6 0.00 0.1 -----1.1 0.00 0.2 150 37 1.101 1.0 ---- 99.0 ---- ---- 0.00 0.00 0.1 ---- 0.00 0.00 0.2 37 37 1.00 B ---- 99.0 ---- ---- 0.0 0.00 0.1 ---- 0.0 0.00 0.2 150 38 1.101 5.0 ---- 99.0 ---- ---- 0.00 0.00 0.1 ---- 0.00 0.00 0.2 38 37 6.50 R ---- 99.0 ---- ---- -0.6 0.00 0.1 ---- -1.1 0.00 0.2 150 39 1.101 1.0 ---- 99.0 ---- ---- 0.00 0.00 0.1 ---- 0.00 0.00 0.2 39 39 5.00 B ---- 99.0 ---- ---- 0.0 0.00 0.1 ---- 0.0 0.00 0.2 150 40 1.101 5.0 ---- 99.0 ---- ---- 0.00 0.00 0.1 ---- 0.00 0.00 0.2 40 39 11.00 L2R ---- 99.0 ---- ---- -0.6 0.00 0.1 -----1.1 0.01 0.2 150 41 1.101 9.0 ---- 99.0 ---- ---- 0.00 0.00 0.1 ---- 0.00 0.00 0.2 41 41 7.50 B ---- 99.0 ---- ---- 0.0 0.00 0.1 ---- 0.0 0.00 0.2 150 42 1.101 5.0 ---- 99.0 ---- ---- 0.00 0.00 0.1 ---- 0.00 0.00 0.2 42 41 8.50 2R ---- 99.0 ---- ---- -0.6 0.00 0.1 -----1.1 0.00 0.2 150 43 1.101 2.0---- 99.0 ---- ---- 0.00 0.00 0.1---- 0.00 0.00 0.2 43 43 5.00 B ---- 99.0 ---- ---- -1.2 0.00 0.1 -----2.3 0.01 0.2 150 44 1.101 5.0 ---- 99.0 ---- ---- 0.00 0.00 0.1 ---- 0.00 0.00 0.2 44 43 30.00 2L8R ---- 99.0 ---- ---- 0.6 0.01 0.1 ---- 1.2 0.02 0.2 150 34 1.101 22.0 ---- 99.0 ---- ---- 0.00 0.00 0.1 ---- 0.00 0.00 0.2 45 36 10.00 L ---- 99.0 ---- ---- 0.0 0.00 0.1 ---- 0.0 0.00 0.2 150 45 1.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 4.4 ---- 0.00 4.33 4.5 46 45 6.00 2L ---- 89.0 ---- ---- 0.0 0.00 4.4 ---- 0.0 0.00 4.5 150 46 1.101 14.0 ---- 89.0 ---- ---- 0.00 0.00 4.4 ---- 0.00 0.00 4.5 47 40 10.00 L ---- 99.0 ---- ---- 0.0 0.00 0.1 ---- 0.0 0.00 0.2 150 47 1.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 4.4 ---- 0.00 4.33 4.5 48 47 5.00 2L ---- 89.0 ---- ---- 0.0 0.00 4.4 ---- 0.0 0.00 4.5 150 48 1.101 14.0 ---- 89.0 ---- ---- 0.00 0.00 4.4 ---- 0.00 0.00 4.5 49 44 10.00 L ---- 99.0 ---- ---- -1.2 0.01 0.1 -----2.3 0.02 0.2 150 49 1.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 4.5 ---- 0.00 4.33 4.5 50 49 6.50 150 50 1.101 51 49 10.00 150 25 1.101 52 20 10.00 150 51 1.101 53 51 6.00 150 52 1.101 54 51 10.00 150 53 1.101 LB ---- 89.0 ---- ---- 0.0 0.00 4.5 ---- 0.0 0.00 4.5 12.0 ---- 89.0 ---- ---- 0.00 0.00 4.5 ---- 0.00 0.00 4.5 B ---- 89.0 ---- ---- -1.2 0.01 4.5 -----2.3 0.02 4.5 5.0 ---- 79.0 ---- ---- 0.00 4.33 8.8 ---- 0.00 4.33 8.9 L ---- 79.0 ---- ---- -1.5 0.01 9.0 -----6.3 0.14 10.9 7.0 ---- 89.0 ---- ---- 0.00 4.33 4.6 -----0.01 4.33 6.7 LB ---- 89.0 ---- ---- 0.0 0.00 4.6 ---- 0.0 0.00 6.7 12.0 ---- 89.0 ---- ----- 0.00 0.00 4.6 ---- 0.00 0.00 6.7 B ---- 89.0 ---- ---- -1.5 0.01 4.6 -----6.3 0.12 6.7 5.0 ---- 99.0 ---- ---- 0.00 4.33 0.3 -----0.01 4.33 2.5 IJATE: 11/27/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 5 55 53 5.00 L ---- 99.0 ---- ---- -1.5 0.01 0.3 ---- -6.3 0.10 2.5 150 54 1.101 7.0 ---- 99.0 ---- ---- 0.00 0.00 0.3 -----0.01 0.00 2.6 56 54 8.50 2R ---- 99.0 ---- ---- -0.7 0.00 0.3 -----2.7 0.02 2.6 150 55 1.101 2.0 ---- 99.0 ---- ---- 0.00 0.00 0.3 ---- 0.00 0.00 2.6 57 55 7.00 B ---- 99.0 ---- ---- 0.0 0.00 0.3 ---- 0.0 0.00 2.6 150 56 1.101 5.0 ---- 99.0 ---- ---- 0.00 0.00 0.3 ---- 0.00 0.00 2.6 58 55 11.00 L2R ---- 99.0 ---- ---- -0.7 0.00 0.3 -----2.7 0.03 2.6 150 57 1.101 9.0 ---- 99.0 ---- ---- 0.00 0.00 0.3 ---- 0.00 0.00 2.6 B ---- 99.0 ---- ---- 0.0 0.00 0.3 ---- 0.0 0.00 2.6 5.0 ---- 99.0 ---- ---- 0.00 0.00 0.3 ---- 0.00 0.00 2.6 R ---- 99.0 ---- ---- -0.7 0.00 0.3 -----2.7 0.01 2.6 1.0 ---- 99.0 ---- ---- 0.00 0.00 0.3 ---- 0.00 0.00 2.7 B ---- 99.0 ---- ---- 0.0 0.00 0.3 ---- 0.0 0.00 2.7 5.0 ---- 99.0 ---- ---- 0.00 0.00 0.3 ---- 0.00 0.00 2.7 LR ---- 99.0 ---- ---- -0.7 0.00 0.3 ---- -2.7 0.03 2.7 8.0 ---- 99.0 ---- ---- 0.00 0.00 0.3 ---- 0.00 0.00 2.7 B ---- 99.0 ---- ---- 0.0 0.00 0.3 ---- 0.0 0.00 2.7 5.0 ---- 99.0 ---- ---- 0.00 0.00 0.3 ---- 0.00 0.00 2.7 2R ---- 99.0 ---- ---- -0.7 0.00 0.3 -----2.7 0.01 2.7 2.0 ---- 99.0 ---- ---- 0.00 0.00 0.3 ---- 0.00 0.00 2.7 3R ---- 99.0 ---- ---- -0.7 0.00 0.3 -----2.7 0.01 2.7 3.0 ---- 99.0 ---- ---- 0.00 0.00 0.3 ---- 0.00 0.00 2.7 59 57 5.00 150 58 1.101 60 57 6.50 150 59 1.101 61 59 1.00 150 60 1.101 62 59 10.00 150 61 1.101 63 61 2.00 150 62 1.101 64 61 6.00 150 63 1.101 65 63 5.50 150 75 1.101 66 75 23.50 2L6R ---- 99.0 ---- ---- 0.9 0.01 0.3 ---- 3.6 0.12 2.7 150 54 1.101 20.0 ---- 99.0 ---- ---- 0.00 0.00 0.3 ---- 0.00 0.00 2.6 L ---- 99.0 ---- ---- 0.0 0.00 0.3 ---- 0.0 0.00 2.6 7.0 ---- 89.0 ---- ---- 0.00 4.33 4.7 ---- 0.00 4.33 7.0 LB ---- 89.0 ---- ---- 0.0 0.00 4.7 ---- 0.0 0.00 7.0 12.0 ---- 89.0 ---------0.00 0.00 4.7 ---- 0.00 0.00 7.0 L ---- 99.0 ---- ---- 0.0 0.00 0.3 ---- 0.0 0.00 2.7 7.0 ---- 89.0 ---- ---- 0.00 4.33 4.7 ---- 0.00 4.33 7.0 L ---- 89.0 ---- ---- 0.0 0.00 4.7 ---- 0.0 0.00 7.0 7.0 ---- 89.0 ---- ---- 0.00 0.00 4.7 ---- 0.00 0.00 7.0 B ---- 99.0 ---- ---- 0.0 0.00 0.3 ---- 0.0 0.00 2.7 5.0 ---- 89.0 ---- ---- 0.00 4.33 4.7 ---- 0.00 4.33 7.0 LB ---- 89.0 ---- ---- 0.0 0.00 4.7 ---- 0.0 0.00 7.0 12.0 ---- 89.0 ---- ---- 0.00 0.00 4.7 ---- 0.00 0.00 7.0 L ---- 79.0 ---- ---- 0.0 0.00 9.8 ---- 0.0 0.00 22.1 7.0 ---- 89.0 ---- ---- 0.00 4.33 5.4 ---- 0.00 4.33 17.7 67 58 10.00 150 64 1.101 68 64 5.00 150 65 1.101 69 62 10.00 150 66 1.101 70 66 5.00 150 67 1.101 71 63 10.00 150 68 1.101 72 68 2.50 150 69 1.101 73 14 10.00 150 70 1.101 I3ATE: 11/27/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 6 74 70 10.00 B ---- 89.0 ---- ---- 0.0 0.00 5.4 ---- 0.0 0.00 17.7 150 71 1.101 5.0 ---- 99.0 ---- ---- 0.00 4.33 1.1 ---- 0.00 4.33 13.4 75 71 5.00 L ---- 99.0 ---- ---- 0.0 0.00 1.1 ---- 0.0 0.00 13.4 150 72 1.101 7.0 ---- 99.0 ---- ---- 0.00 0.00 1.1 ---- 0.00 0.00 13.4 76 72 40.00 L2B7R ---- 99.0 ----- ----- 0.0 0.00 1.1 ---- 0.0 0.00 13.4 150 73 1.101 24.0 ---- 99.0 ---- ---- 0.00 0.00 1.1 ---- 0.00 0.00 13.4 77 73 29.00 2L7R ---- 99.0 ---- ---- 0.0 0.00 1.1 ---- 0.0 0.00 13.4 150 72 1.101 21.0 ---- 99.0 ---- ---- 0.00 0.00 1.1 ---- 0.00 0.00 13.4 78 75 28.00 4LB ---- 99.0 ---- ---- -1.5 0.04 0.3 -----6.3 0.49 2.7 150 74 1.101 33.0 ---- 79.0 ---- ---- 0.00 8.67 9.0 -----0.01 8.67 11.9 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 Eli, B=TeeBch, R=TeeRun, C=Coupig, S=SwgChk, G=GatVlv, X= X, The maximum velocity of water flow occurs in pipe 27 at 5.06 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 9 at 9.96 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 X Y Z 45 Ell 90 Eli TeeBr TeeRun Couplg SwgChk GatViv X Y Z 2.469 3.00 6.00 12.00 4.00 4.00 14.00 2.00 0.00 0.00 0.00 PAGE: B MATERIAL: BlazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg swgChk GatVlv X Y Z 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 IATE: 11/27/2006 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 X Y Z 45 Eli 90 Eli TeeBch TeeRun Coupl SwgChk Gate X Y Z 4.220 7.00 17.00 34.00 0.00 0.00 37.00 3.00 0.00 0.00 0.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv X Y Z 4.240 12.00 20.00 39.00 0.00 0.00 43.00 4.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv X Y Z 1.959 2.00 6.00 12.00 4.00 4.00 13.00 1.00 0.00 0.00 0.00 PAGE: N MATERIAL: Copper Tube-N HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv X Y Z 2.009 3.00 7.00 13.00 5.00 5.00 14.00 1.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS 7.8 computer program (License No. 50081444 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 tATE: 11/27/2006 S:\LINDA\60120\calc\60120 BLDG E&F.rdf Page 8 WATER SUPPLY CURVE 75.0 67 .5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S (j3 I 15.0 7.5 0.0 08 16 24 32 40 48 56 64 72 80 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 @ 15.0 gpm 71.9 psi @ 62.3 gpm B = Required Water Supply D = Required Water Supply 18.8 psi @ 15.0 gpm 39.9 psi @ 62.3 gpm