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HomeMy WebLinkAbout4023 AIDAN CR | 4021 AIDAN CR | 4025 AIDAN CR | 4027 AIDAN CR; ; AS060281; Permit5/18/2021 AS060281 Permit Data City of Carlsbad Sprinkler Permit Job Address: 4023 AIDAN CR Permit Type: SPRINK Parcel No: 2061204100 Lot #: 0 Reference No.: Permit No: AS060281 Status: ISSUED Applied 11/22/2006 Approved: 11/22/2006 Issued: 11/22/2006 PC #: • Inspector: Project Title: BLUFFS BLDG L FIVE FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: Owner: FIRE SPRINKLER SYSTEMS 155 ENTERPRISE COURT CORONA, CA (800) 915-3473 Fees ($) Add'I Fees ($) Total ($) Balance ($) 310 0 310 • 0 1/1 A-S060281 SPRI N KLER. ''PLANS BLDG .L: 4021, 4023; 4025 4027 AIDAN CIRCLE DATE: 10/9/2006 S:\LINDA\60120\caic\60120 BLDG GI&L.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM. HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING G, I & L 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY. FOR SAFETY MARGIN Date: 10/9/2006 / File No: 60120 BLDG G_I&L Data File Name:! 60120 BLDG GI&L.rdf SPRINKLER SPACING 110.0 sq. ft./spkir.(max) Max. Dist. Bet. Spklrs: 10.0 ft. Mm. Dist. Bet. Spklrs: 13.0 Max. Dist. Spkir.. to Wall: SPRINKLER SPECIFICATIONS Mfr: reliable Descr: F1FR Pendent K=5.60 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=5.50 (Intl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=5.48 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: BiazeMaster 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 16.5 9.0 22 16.5 72.0 21.7 4 16.5 9.0 22 69.3 71.8 63.2 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT FILE Copy APPROVEDA00 CARLSBAD FE hPARTMENT 11 11 1.00 150 12 1.101 12 11 11.00 150 13 1.394 13 13 3.50 150 14 1.101 14 13 14.50 150 50 1.394 15 50 19.00 150 51 1.394 16 51 67.00 150 15 1.394 'DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.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 P.F 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 16.5 0.00 21.7---- 69.2 0.06 63.2 150 2 4.240 43.0 ---- 69.0 ---- ---- 0.00 0.00 21.7 ---- 0.00 0.00 63.1 2 2 4.00 L ---- 69.0 ---- ---- -16.5 0.00 21.7 ---- 69.3 0.02 63.1 14.0 100 4.220 17.0 ---- 71.0 ---- ---- 0.00 0.87 20.9 ---- 0.00 0.87 62.2 3 100 6.00 3RS ---- 71.0 -------- 16.5 0.05 20.9 i---- 69.3 0.64 62.2 120 101 2.469 26.0 ---- 71.0 ---- ----- 0.00 0.00 20.8 ---- 0.02 0.00 61.6 4 101 4.00 BS -.4.0 71.0 ---- ---- 16.5 0.08 20.8 ---- 69.3 1.9 61.6 150 3 1.959 25.0 ---- 69.0 ---- ---- 0.00 0.87 17.6 ---- 0.04 0.87 57.3 5 3 10.00 L ---- 69.0 ---- ---- 16.5 0.05 17.6 ---- 69.3 0.66 57.3 150 4 1.959 6.0 ---- 69.0 ---- ---- 0.00 0.0.0 17.5 ---- 0.04 0.00 56.6 6 4 4.00 L ---- 69.0 ---- ---- - 16.5 0.03 17.5 ---- 69.3 0.41 56.6 150 5 1.959 6.0 ---- 71.0 ---- ---- 0.00 0.87 16.7 ---- 0.04 0.87 55.3 7 5 2.00 R ---- 71.0 ---- ---- 16.5 0.02 16.7 ---- 69.3 0.25 55.3 150 6 1.959 4.0 ---- 73.0 ---- ---- 0.00 0.87 15.8 ---- 0.04 0.87 54..2 8 6. 4.00 LB3RS ---- 73.0 ---- ---- 16.5 0.12 15.8 ---- 69.3 1.65 54.2 150 7 2.003 41.0 ---- 77.0 ---- ---- 0.00 1.73 13.9 ---- 0.04 1.73 50.8 9 7 2.00 L ---- 77.0 ---- ---- 16.5 0.15 13.9 ---- 69.3 2.15 50.8 150 10 1.394 8.0 ---- 79.0 --------0.02 0.87 12.9 ---- 0.21 0.87 47.8 10 10 15.00 2L ---- 79.0 --------- 16.5 0.47 12.9 ---- 693 6.66 47.8 150 11 1.394 16.0. ---- 79.0 ---- ---- 0.02 0.00.12.4 ---- 0.21 0.00 4.1.2 LR ---- 79.0 ---- ---- 2.8 0.02 12.4 ---- 11.9 . 0.23 41.2 8.0 ---- 79.0 ---- ---- 0.00 0.00 12.4 ---- 0.03 0.00 40.9 B3R ---- 79.0 ---- ---- 13.7 0.21 12.4 ---- 57.4 3.03 41.2 9.0 ---- 79.0 ---- ---- 0.01 .0.00 12.2 ---- 0.15 0.00 38.1 B --- 79.0 ---- ---- -2.8 0.02 12.2 ---- -11.9 0.22 38.1 5.0 ---- 79.0 ---- ---- 0.00 0.00 12.2 -----0.03 0.00 38.4 8R ---- 79.0 ---- ---- 16.5 0.34 12.2 ---- 69.3 4.83 38.1 8.0 ---- 79.0 ---- ---- 0.02 0.00 11.9 ---- 0.21 0.00 33.3 9R ---- 79.0 ---- ---- 16.5 0.42 11.9 ---- 69.3 6.01 33.3 .9.0 ---- 79.0 -------- 0.02 0.00 11.5 ---- 0.21 0.00 27.3 9R ---- 79.0 ---- ---- 16.5 1.15 11.5 ---- 69.3 16.32 27.3 9.0 ---- 79.0 ---- ---- 0.02 0.00 10.3 ---- 0.21 0.00 11.0 DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG G I&L.rdf . Page 3 17 15 11.00 LB ---- 79.0 ---- ---- 0.0 0.00 10.3 ---- 17.2 1.19 11.0 150 16 1.101 12.0 ---- 79.0 5.50 ---- 0.00 0.00 10.3 17.2 0.05 0.00 9.8 18 15 0.50 R ---- 79.0 ---- ---- 16.5 0.02 10.3 ---- 52.1 0.19 11.0 150 17 1.394 1.0 ---- 79.0 5.50 ---- 0.02 0.00 10.3 18.1 0.13 0.00 .10.8 -19 17 3.50 2R ---- 79.0 5.50 ---- 16.5 0.08 10.3 18.1 34.0 0.32 10.8 150 18 1.394 2.0 ---- 79.0 ---- ---- 0.02 0.00 10.2 ---- 0.06 0.00 10.5 20 18 3.50 B ---- 79.0 ---- ---- 2.0 0.01 10.2 ---- 3.8 0.03 10.5 150 19 1.101 5.0 ---- 79.0 -------.- 0.00 0.00 10.2 ---- 0.00 0.00 10.5 21 18 6.00 2R ---- 79.0 ---- ---- .14.5 0.10.10.2 ---- 30.2 0.37 10.5 150 20 1.394 2.0 ---- 79.0 5.50 ---- 0.01 0.00 10.1 17.5 0.05 0.00 10.1 22 20 0.50 R ---- 79.0 5.50 --- 14.5 0.02 10.1 17.5 12.7 0.01 10.1 150 21 1.394 1.0 ---- 79.0 -------.- 0.01 0.00 10.1 ---- 0.01 0.00 10.1 23 21 11.00 LB ---- 79.0 -------- 16.5 1.10 10.1 i--- 16.5 1.10 10.1 150 22 1.101 12.0 ---- 79.0 5.50 16.5 0.05 0.00 9.0 16.5 0.05 0.00 9.0 24 21 4.50 R ---- 79.0 ---- ---- -2.0 0.00 10.1 -----3.8 0.01 10.1 150 23 1.394 1.0 ---- 79.0 --------- 0.00 0.00 10.1 ---- 0.00 0.00 10.1 25 23 2.00 LB ---- 79.0 ---- ---- - -2.0 0.01 10.1 ---- -3.8 0.04 10.1 150 24 1.101 12.0 ---- 79.0 ---- ---- 0.00 0.00 10.1 ---- 0.00 0.00 10.1 26 24 10.00 L ---- 79.0 ---- ---- -2.0 0.02 10.1 -----3.8 0.05 10.1 150 25 1.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 5.8 ---- 0.00 4.33 5.9 27 25 4.00 2L ---- 89.0 ---- ---- 0.0 0.00 5.8 ---- 0.0 0.00 5.9 150 26 1.101 14.0 ---- 89.0 ---- ---- 0.00 000 5.8 ---- 0.00 0.00 5.9 28 25 10.00 R ---- 89.0 ---- ---- -2.0 0.01 5.8 -----3.8 0.03 5.9 150 27 1.101 1.0 ---- 99.0 ---- ---- 0.00.;4.33 1.5 ---- 0.00 4.33 1.6 29 27 3.50 L ---- 99.0 ---- ---- -2.0 0.01 1.5 ---- -3.8 0.03 1.6 150 28 1.101 7.0 ---- 99.0 ---- ---- 0.00 0.00 1.5 ---- 0.00 0.00 1.6 30 28 11.00 B2R ---- 99.0 ---- ---- -0.9 0.00 1.5 __L_ -1.8 .0.01 1.6 150 29 1.101 . 7.0 ---- 99.0 ---- ---- 0.00 0.00 1.5 ---- 0.00 0.00 1.6 31 29 3.50 B ---- 99.0 ---- ---- 0.0 0.00 1.5 ---- 0.0 0.00 1.6 150 30 1.101 5.0 ---- 99.0 ---- ---- 0.00 .0.00 1.5 ---- 0.00 0.00 1.6 32 29 4.00 LR ---- 99.0 ---- ---- -0.9 0.00 1. -----1.8 0.01 1.6 150 31 1.101 8.0 ---- 99.0 ---- ---- 0.00 0.00 1.5 ---- 0.00 0.00 1.6 33 31 6.50 R ---- 99.0 ---- ---- -0.9 0.00 1.5 -----1.8 0.01 1.6 150 32 1.101 1.0 ---- 99.0 ---- - ---- 0.00 0.00 1.5 ---- 0.00 0.00 1.6 34 32 6.00 B ---- 99.0 ---- ---- 0.0 0.00 1.5 ---- 0.0 0.00 1.6 150 33 .1.101 5.0 ---- 99.0 ---- ---- 0.00 0.00 1.5 ---- 0.00 0.00 1.6 35 32 11.50 L2R ---- 99.0 ---- ---- -0.9 0.00 1.5 -----1.8 0.02 1.6 150 34 1.101 9.0 ---- 99.0 ---- ---- 0.00 0.00 1.5 ---- 0.00 0.00 1.6 DATE: 10/9/2006 S':\LINDA\60120\calc\60120 BLDG G I&L.rdf Page 4 36 34 7.50 B ---- 99.0 ---- ---- 0.0 0.00 1.5 ---- '0.0 0.00 1.6 150 35 1.101 5.0 ---- 99.0 ---- ----- 0.00 0.00 1.5 ---- 0.00 0.00 1.6 37 34 10.00 2R ---- 99.0 ---- ---- -0.9 0.00 1.5 -----1.8 0.01 1.6 150 36 1.101 2.0 99.0 ---- ---- 0.00 0.00 1.5 0.00 0.00 1.7 38 36 5.00 B ---- 99.0 --------. -2.0 0.01 1.5 -----3.8 0.03 1.7 150 37 1.101 5.0 ---- 99.0 ---- ---- 0.00 0.00 1.5 ---- 0.00 0.00 1.7 39 36 34.00 2L8R ---- 99.0 ---- ---- 1.0' 0.02 1.5 ---- 2.0 0.05 1.7 150 28 1.101 22.0 ---- 99.0 --------. 0.00 0.00 1.5 ---- 0.00 0.00 1.6 40 30 10.00 L 99.0 ---- ---- -0.0 0.00 1.5 ---- 0.0 0.00 1.6 150 38 1.101 7.0 ---k - 89.0. ---- ---- '0.00 4.33 5.8 .---- 0.00 4.33 5.9 41 38 6.00 2L ---- 89.0 -------- 0.0 0.00 5.8 ---- ' 0.0 0.00 5.9 150 39 1.101 14.0 ---- 89.0 -------.- 0.00 0.00 5.8 ---- 0.00 0.00 5.9 42 33 10.00' L ---- 99.0 - --- ---- 0.0 0.00 1.5 ---- 0.0 0.00 1.6 150 40 1.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 5.8 ---- 0.00 4.33' 6.0 43 40 8.00 2L ---- 89.0 ---- ----0.0 0.00 5.8 ---- 0.0 0.00 6.0 150 41 1.101 14.0 ---- 89.0 ---- ---- 0.00 0.00 5.8 ---- 0.00 0.00 6.0 44 37 10.00 L ---- 99.0 ---- ----- -2.0 0.02 1.5 ---- "-3.8 0.05 1.7 150 42 1.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 5.9 ---- 0.00 4.33 '6.1 45 42 6.50 LB ---- 89.0 ---- ---- 0.0 0.00 5.9 ---- 0.0 0.00 6.1 150 43 1.101 12.0 ---- 89.0 ---- ---- 0.00 0.00 5.9 ---- 0.00 0.00 6.1 46 42 10.00 B ---- 89.0 ---- ---- -2.0 0.01 5.9 -----3.8 0.05 6.1 150 19 1.101 5.0 ---- 79.0 ---- ---- 0.00 4.33'10.2 ---- 0.00 4.33 10.5 47 12 10.00 L ---- 79.0 ---- ---- 2.8 0.03 12.4 ---- 11.9 0.44 40.9 150 44 1.101 7.0 ---- 89.0 ---- ---- 0.00. 4.33 8.1 ---- 0.03 4.33 36.2 48 14 10.00 L ---- 79.0 ---- ---- -2.8 0.03 12.2 ---- -11.9 0.44 38.4 150 45 1.101 7.0 ---- 89.0 --------0.00 4.33 7..9 -----0.03 4.33 34.5 49 44 10.00 R ---- ' 89.0 ---- ---- 2.8 0.02 8.1 ---- ' 11.9 0.28 36.2 150 46 1.101 1.0 ---- 99.0 ---- ---- 0.00 4.33 3.7 ---- 0.03 4.33 31.6 50 46 3.50 L ---- 99.0 ---- ---- ' 2.8 0.02 3.7 ---- 11.9 0.27 31.6 150 47 1.101 7.0 ---- 99.0 ---- ---- 0.00 0.00 3.7 ---- 0.03 0.00 31.3 51 47 43.50 2LB8R ---- 99.0 ---- ---- 1.3 0.03' 3.7 ---- 5.5 0.45 31.3 150 48 1.101 27.0 ---- 99.0 ---- ---- 0.00 0.00 3.7 ---- 0.01 0.00 30.8 52 48 5.00 B ---- 99.0 ---- ---- 2.8 0.02 3.7 ---- 11.9 0.26 30.8 150 49 1.101 5.0 ---- 99.0 ---- ---- 0.00 0.00 3.6 ---- 0.03 0.00 30.6 53 49 10.00 L ---- 99.0 ---- ---- 2.8 0.03 3.6 ---- 11.9 0.44 30.6 150 451.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 7.9 ---- 0.03 4.33.34.5 54 48 33.00 2L8R ---- 99.0 - --------1.5 0.03 3.7 -----6.3 0.45 30.8 150 47 1.101 22.0 ---- 99.0 ---- ---- 0.00 0.00 3.7 -----'0.01 0.00 31.3 DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.rdf Page 5 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 Eli, L=90 Eli, B=TeeBch, R=TeeRun,: C=Couplg, S=SwgChk, G=GatVlv The maximum velocity of water flow occurs in pipe 23 at 5.56 ft/s with I sprinkler flowing. The maximum velocity of water flow occurs in pipe 9 at 14.56 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: 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 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 .3.00 2.003 2.00 11.00 10.00 1.00 1.00 17.;00 3.00 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 Couplg SwgChk GatViv 4.240 12.00 20.00 39.00 0.00 0.00 43.00 4.00 DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG G I&L.rdf Page 6 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 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: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.rdf FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM Page 1 HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING G, I.& L 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 10/9.12006/ File No: 60120 BLDG GI&L Data File Name: 60120 BLDG G_I&L.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) K=4.30 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=4.25 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.24 (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 9.3 41 13.0 72.0 26.3 4 13.0 9.3 41 55.2 71.9 58.5 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.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 26.3 ---- 55.2 0.04 58.5 150 2 4.240 43.0 ---- 69.0 ---- ---- 0.00 0.00 26.3 ---- 0.00 0.00 58.4 2 2 4.00 L ---- 69.0 --------:13.0 0.00 26.3 55.2 0.02 58.4 14.0 100 4.220 17.0 ----- 71.0 -------- 0.00 0.87 25.5 ---- 0.00 0.87 57.5 3 100 6.00 3RS ---- 71.0 -------- 13.0 0.03 25.5 ---- 55.2 0.42 57.5 120 101 2.469 26.0 ---- 71.0 ---- ---- 0.00 0.00 25.4 ---- 0.01 0.00 57.1 4 101 4.00 BS -4.0 71.0 ---- ---- 13.0 0.05 25.4 55.2 0.78 57.1 150 3 1.959 25.0 ---- 69.0 ---- ---- 0.00 0.87 22.3 ---- 0.03 0.87 53.2 5 3 10.00 L ---- 69.0 ---- ---- 13.0 0.03 22.3 ---- 55.2 0.43 53.2 150 4 1.959 6.0 ---- 69.0 ---- ---- 0.00 0.00 22.2 ---- 0.03 0.00 .52.8 6 4 4.00 L ---- 69.0 ---- ---- - 13.0 0.02 22.2 ---- 55.2 0.27 52.8 150 5 1.959 6.0 ---- 71.0 ---- ---- 0.00 0.87 21.3 ---- 0.03 0.87 51.6 7 5 2.00 R ---- 71.0 ---- ---- 13.0 0.0121.3 ---- 55.2 0.16 51.6 150 6 1.959 4.0 ---- 73.0 ---- ---- 0.00 0.87 20.5 ---- 0.03 0.87 50.6 8 6 4.00 LB3RS ---- 73.0 ---- ---- '13.0 0.07 20.5 ---- 55.2 1.09 50.6 150 7 2.003 41.0 ---- 77.0 ---- ---- 0.00 1.73 18.7 ---k - 0.02 1.73 47.8 9 7 2.00 L ---- 77.0 ---- ---- 13.0 0.10 18.7---- 55.2 1.41 47.8 150 10 1.394 8.0 ---- 79.0 ---- ---- 0.01. 0.87 17.7 ---- 0.14 0.87 45.5 10 10 15.00 2L ---- 79.0 --------' 13.0 0.30 17.7 ---- 55.2 437 45.5 150 11 1.394 16.0 ---- 79.0 -. ------- 0.01 0.00 17.4 ---- 0.14 0.00 41.1 11 11 1.00 LR ---- 79.0 ---- ---- 2.2 0.01 17.4.---- 9.5 0.15 41.1 150 12 1.101 8.0 ---- 79.0 ---- ---- 0.00 0.00 17.4 ---- 0.02 0.00 41.0 12 11 11.00 B3R ---- 79.0 ---- ---- 10.8 0.14 17.4 ---- 45.7 1.99 41.1 150 13 1.394 9.0 ---- 79.0 ---- ---- 0.01 .0.00 17.3 ---- 0.10 0.00 39.1 13 13 3.50 B ---- 79.0 ---- ---- -2.2 0.01 17.3 -----9.5 0.14 39.1 150 14 1.101 5.0 ---- 79.0 ---- ---- 0.00 0.00 17.3 -----0.02 0.00 39.3 14 13 14.50 8R ---- 79.0 ---- ---- 13.0 0.22 17.3 ---- 55.2 3.17 39.1 150 50 1.394 8.0 ---- 79.0 ---- ---- 0.01 0.00 17.0 ---- 0.14 0.00 36.0 15 50 19.00 9R ---- 79.0 ---- ---- 13.0 0.27 17.0 ---- 55.2 3.95 36.0 150 51'1.394 9.0 ---- 79.0 ---- ---- -0.01 0.00 16.8 ---- 0.14 , 0.00 32.0 16 51 67.00 9R ---- 79.0 ---- ---- 13.0 0.74 16.8 ---- 55.2 10.72 32.0 150 15 1.394 9.0 ---- 79.0 ---- ---- 0.01 0.00 16.0 ---- 0.14 0.00 21.3 DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG G I&L..rdf Page 3 17 15 11.00 LB ---- 79.0 ---- ---- 0.0 0.00 16.0 ---- 0.0 0.00'21.3 150 16 1.101 12.0 ---- 79.0 ---- ---- 0.00 0.00 16.0 ---- 0.00 0.00 21.3 18 15 0.50 R ---- 79.0 ---- ---- 13.0 0.01 16.0 ---- 55.2 0.21 21,3 150 17 1.394 1.0 ---- 79.0 ---- ---- 0.01 0.00 16.0 ---- 0.14 0.00 21.1 19 17 3.50 2R ---- 79.0 ---- ---- 13.0 0.05 16.0 ---- 55.2 0.78 21.1 150 18 1.394 2.0 ---- 79.0 ---- ---- 0.01 0.00 16.0 ---- 0.14 0.00 20.3 20 18 3.50 B ---- 79.0 -- --- ---- 6.7 0.08 16.0 ---- 29.4 1.18 20.3 150 19 1.101 5.0 ---- 79.0 ---- ---- 0.01 0.00 15.9 ---- 0.14 0.00 19.1 21 18 6.00 2R ---- 79.0 ---------•' 6.3 0.02 16.0 ---- 25.8 0.28 20.3 150 20 1.394 2.0 ---- 79.0 ---- ------ 0.00 0.00 15.9 ---- 0.03. 0.00 20.0 22 20 0.50 R ---- 79.0 ---- ---- - 6.3 000 15.9 ---- 25:8 0.05 20.0 150 21 1.394 1.0 ---- 79.0 ---- --- ' - 0.00 0.00 15.9 ---- 0.03 0.00 20.0 23 21 11.00 LB ---- 79.0 -------- 0.0 0.00 15.9 ---- 0.0 0.00 20.0 150 22 1.101 12.0 ---- 79.0 -------- 0.00 0.00 15.9 ----- 0.00' 0.00 20.0 24 21 4.50 R ---- 79.0 ---- ---- 6.3 0.01 15.9 ---- 25.8 0.19 20.0 150 23 1.394 1.0 ---- 79.0 ---- ---- 0.00 0.00 15.9 ---- 0.03 0.00 19.8 25 23 2.00 LB ---- 79.0 --------6.3 0.11 15.9 ---- 25.8 1.53 19.8 150 24 1.101 12.0 ---- 79.0 ---- ---- 0.01 0.00 15.8 ---- 0.11 0.00 18.3 26 2.4 10.00 L ---- 79.0 ---- ---- 6.3 0.14 15.8 ---- 25.8 1.85 18.3 150 25 1.101 7.0 ---- 89.0 ---- ---- 0.01 4.33 11.3 ---- 0.11 4.33 12.1 27 25 4.00 2L' ---- 89.0 ---- ---- 0.0 0.00 11.3 ---- 14.4 0.66 12.1 150 26 1.101 14.0 ---- 89.0 4.25 ---- 0.00 0.00 11.3 14.4" 0.04. 0.00 11.4 28 25 10.00 R ---- 89.0 ---- ---- 6.3 0.09 11.3 ---- 11.4 0.27 12.1 150 27 1.101 1.0 ---- 99.0 ---- ---- 0.01. 4.33 6.9 ---- 0.02 4.33 7.5 29 27 3.50 L ---- 99.0 ---- ---- 6.3 0.08 6.9 ---- 11.4 0.25 7.5 150 28 1.101 7.0 ---- 99.0 ---- ---- 0.01 0.00 6.8 ---- 0.02 0.00 7.2 30 28 11.00 'B2R ---- 99.0 ---- ---- 6.2 0.14 6.8 -fl-- 14.5 0.68' 7.2 150 29 1.101 7.0 ---- 99.0 ---- ---- 0.01 0.00 6.7 ---- 0.04. 0.00 6.6 31 29 3.50 B ---- 99.0 ---- ---- 0.0 0.00 6.7 ---- 13.1 0.26 6.6 150 30 1.101 ' 5.0 ---- 99.0 ---- ---- 0.00 .0.00 6.7 ---- 0.03 0.00 6.3 32 29 4.00 LR ---- 99.0 ---- ---- 6.2 0.09 6.7 ---- 1.4 0.01 6.6 150 3.1 1.101 8.0 ---- 99.0 ---- ---- 0.01 0.00, 6.6 ---- 0.00 0.00 6.6 33 31 6.50 R ----- 99.0 ---- ---- 6.2 0.06 6.6 ---- 1.4 0.00 6.6 150.32 1.101 1.0 ---- 99.0 ---- ---- 0.01 0.00 6.5 ---- 0.00 0.00 6.5 34 32 6.00 B ---- 99.0 ---- ---- 13.0 0.34 6.5 ---- 13.0 0.34 6.5 150 33'1.101 5.0 ---- 99.0 ---- ---- 0.03 0.00 6.2 ---- 0.03 0.00 6.2 35 32 11.50 L2R ---- 99.0 ---- ---- -6.8 0.19 6.5 -----11.6 0.51 6.5 150 34 1.101 9.0 ---- 99.0 ---- ---- - 0.01 0.00 6.7 -----0.02 0.00 7.1 DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.rdf Page 4 36 34 7.50 B ---- 99.0 ---- ---- 0.0 0.00 6.7 ---- 0.0 0.00 7.1 150 35 1.101 5.0 ---- 99.0 ---- ---- 0.00 0.00 6.7 ---- 0.00 0.00 7.1 37 34 10.00 2R ---- 99.0 ---- ---- -6.8 0.11 6.7 -11.6 0.30 7.1 150 36 1.101 2.0 99.0 ---- ---- - 0.01 0.00 6.8 -----0.02 0.00 7.4 38 36 5.00 B ---- 99.0 ---- ---- -6.7 0.09 6.8 -----14.7 0.38 7.4 150 37 1.101 5.0 ---- 99.0 ---- ------ 0.01 0.00 6.9 -----0.04 0.00 7.7 39 36 34.00 2L8R ---- 99.0 ---- ---- 0.0 0.00 6.8 ---- 3.1 0.12 7.4 150 28 1.101 22.0 ---- 99.0 ---- ---- 0.00 0.00 6.8 ---- 0.00 0.00 7.2 40 30 10.00 L ---- 99.0 ---- ---- .0.0 0.00 6.7 ---- 13.1 0.53 6.3 150 38 1.101 7.0 ---- 89.0 ---- ---- - 0.00 4.33 11.0 ---- 0.03 4.33 10.1 41 38 6.00 2L ---- 89.0 ---- ---- 0.0 0.00'11.0 ---- 13.1 0.62 10.1 150 39 1.101 14.0 ---- 89.0 4.25 --- ;- 0.00 0.00 11.0 13.1 0.03 0.00 9.5 42 33 10.00 L ---- 99.0 -------- 13.0 0.52 6.2 ---- 13.0 0.52 6.2 150 40 1.101 7.0 ---- 89.0 ---- ---- 0.03 4.33 10.0 ---- 0.03 4.33 10.0 43 40 8.00 2L ---- 89.0 ---- ---- 13.0 0.67. 10.0 ---- 13.0 0.67 10.0 150 41 1.101 14.0 ---- 89.0 4.25 13.0 0.03 0.00 9.3 13.0 0.03 0.00 9.3 44 37 10.00 L ---- 99.0 ---- ---- -6.7 0.15 6.9 -----14.7 0.65 7.7 150 42 1.101 7.0 ---- 89.0 ---- ---- - 0.01 4.33 11.4 -----0.04 4.33 12.7 45 42 6.50 LB ---- 89.0 ---- ---- 0.0 0.00 11.4---- 14.7 0.72 12.7 150 43 1.101 12.0 ---- 89.0 4.25 ---- 0.00 0.00 11.4 14.7 0.04 0.00 12.0 46 42 10.00 B ---- 89.0 ---- ---- -6.7 0.14 11.4 -----29.4 2.08 12.7 150 19 1.101 5.0 ---- 79.0 ---- ---- - 0.01 4.33 15.9 -----0:14 4.33 19.1 47 12 10.00 L ---- 79.0 ---- ---- 2.2 0.02 17.4 ---- 9.5 0.29 41.0 150 44 1.101 7.0 ---- 89.0 ---- ---- 0.00 .,4.33 13.0 ---- 0.02 4.33 36.4 48 14 10.00 L ---- 79.0 ---- ---- -2.2 0.02 17.3 -----9.5 0.29 39.3 150 45 1.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 13.0 -----0.02 4.33 35.2 49 44 10.00 R ---- 89.0 ---- ---- 2.2 0.01 13.0 ---- 9.5 0.19 36.4 150 46 1.101 1.0 ---- 99.0 ---- ---- 0.00 4.33 8.7 ---- 0.02 4.33 31.8 50 46 3.50 L ---- 99.0 ---- ---- 2.2 0.01 8.7 ---- 9.5 0.18 31.8 150 47 1.101 7.0 ---- 99.0 ---- ---- 0.00 0.00 8.7 ---- 0.02 0.00 31.7 51 47 43.50 2LB8R ---- 99.0 ---- - --- 1.0 0.02 8.7 ---- 4.4 0.29 31.7 150 48 1.101 27.0 ---- 99.0 ---- ---- 0.00 0.00 8.7 ---- 0.00 0.00 31.4 52 .48 5.00 B ---- 99.0 ---- ---- 2.2 0.01 8.7 ---- 9.5 0.17 31.4 150 49 1.101 5.0 ---- 99.0 ---- ---- 0.00 0.00 8.6 ---- 0.02 0.00 31.2 53 49 10.00 L ---- 99.0. ---- ---- 2.2 0.02 8.6 ---- 9.5 0.29 31.2 150 451.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 13.0 ---- 0.02 4.33 35.2 54 48 33.00 2L8R ---- 99.0 ---- ---- -1.2 0.02 8.7 -----5.0 0.29 31.4 150 47 1.101 •• 22.0 ---- 99.0 ---- ---- 0.00 0.00 8.7 -----0.01 0.00 31.7 DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.rdf Page 5 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 Eli, L=90 Eli, B=TeeBch, R=TeeRun,. C=Couplg, S=SwgChk, The maximum velocity of water flow occurs in. pipe 34 at 4.38 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 18 at 11.60 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 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 I C S G 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 3.00 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 Couplg SwgChk GatVlv 4.240 12.00 20.00 39.00 0.00 0.00 43.00 4.00 G=GatVlv DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.rdf Page 6 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 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: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING G, I & L 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 10/9/2006/ File No: 60120 BLDG GI&L Data File Name: 60120 BLDG G_I&L.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) K=4.30 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=4.25 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.24 (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.Spkirs. Mm Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 9.3 35 13.0 72.0 29.4 2 13.0 9.3 35 26.2 72.0 36.5 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.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 29.4 ---- 26.2 0.01 36.5 150 2 4.240 43.0 ---- 69.0 - -------. 0.00 0.00 29.4 ---- 0.00 0.00 36.5 2 2 4.00 L 69.0 ---- ---- :13.0 0.00 29.4 26.2 0.00 36.5 140 100 4.220 17.0 ---- 71.0 ---- ---- 0.00 0.87 28.6 ---- 0.00 0.87 35.6 3 100 6.00 3R5 ---- 71.0 -------- 13.0 0.03 28.6 ---- 26.2 0.11 35.6 120 101 2.469 26.0 ---- 71.0 ---- ---- 0.00 0.00 28.5 ---- 0.00 0.00 35.5 4 101 4.00 BS -4.0 71.0 ---- ---- 13.0 0.05 28.5 ---- 26.2 0.20 35.5 150 3 1.959 25.0 ---- 69.0 ---- ---- 0.00 0.87 25.3 ---- 0.01 0.87 32.2 5 3 10.00 L ---- 69.0 ---- ---- 13.0 0.03 25.3 ---- 26.2 0.11 32.2 150 4 1.959 6.0 ---- 69.0 ---- ---- 0.00 0.00 25.3 ---- 0.01 0.00 32.0 6 4 4.00 L ---- 69.0 ---- ---- 13.0 0.02 25.3 --- - 26.2 0.07 32.0 150 5 1.959 6.0 ---- 71.0 --------0.00 0.87 24.4 ---- 0.01 0.87 31.1 7 5 200 R ---- 71.0 ---- ---- 13.0 0.01 24.4 ---- 26.2 0.04 31.1 150 6 1.959 4.0 ---- 73.0 ---- ---- 0.00 0.87 23..6 ---- 0.01 0.87 30.2 8 6 4.00 LB3RS ---- 73.0 ---- ---- 13.0 0.07 23.6 ---- 26.2 0.27 30.2 150 7 2.003 41.0 ---- 77.0 ---- ---- 0.00 1.73 21.7 ---- 0.01 1.73 28.2 9 7 2.00 L ---- 77.0 ---- ---- 13.0 0.10 21.7 ---- 26.2 0.36 28.2 150 10 1.394 8.0 ---- 79.0 ---- ---- 0.01. 0.87 20.8 ---- 0.04 0.87 27.0 10 10 15.00 150 11 1.394 11 11 1.00. 150 12 1.101 12 11 11.00 150 13 1.394 13 13 3.50 150 14 1.101 14 13 14.50 150 50 1.394 15 50 19.00 150 51 1.394 16 51 67.00 150 15 1.394 2L ---- 79.0 ---- ---- 13.0 0.30 20.8 ---- 26.2 1.10 27.0 16.0 ---- 79.0 ---- ---- 0.01 0.00 2.0.5 ---- 0.04 0.00 25.9 LR ---- 79.0 ---- ---- 2.2 0.01 20.5 --- 4.5 0.04 25.9 8.0 ---- 79.0 ---- ---- 0.00 0.00 20.5 ---- 0.00 0.00 25.8 83R ---- 79.0 ---- ---- 10.8 0.14 20.5 ---- 21.7 0.50 25.9 9.0 ---- 79.0 ---- ---- 0.01 .0.00 20.3 ---- 0.03 0.00 25.4 B --- 79.0 ---- ---- -2.2 0.01 20.3 -----4.5 0.04 25.4 5.0 ---- 79.0 ---- ---- 0.00 0.00 20.4 ---- .0.00 0.00 25.4 8R ---- 79.0 ---- ---- 13.0 0.22 20.3 ---- 26.2 0.80 25.4 8.0 ---- 79.0 ---- ---- 0.01 0.00 20.1 ---- 0.04 0.00 24.6 9R ---- 79.0 ---- ---- 13.0 0.27 20.1 ---- 26.2 1.00 24.6 9.0 ---- 79.0 ---- ---- 0.01 0.00 19.9 ---- 0.04 0.00 23.6 9R ---- 79.0 ---- ---- 13.0 0.74 19.9 ---- 26.2 2.71 23.6 9.0 ---- 79.0 ---- ---- 0.01 0.00 19.1 ---- 0.04 0.00 20.9 DATE: 10/9/2006 3:\LINDA\60120\calc\60120 BLDG G I&L.rdf Page 3 17 15 11.00 LB ---- 79.0 ---- ---- 0.0 0.00 19.1 ---- 0.0 0.00 20.9 150 16 1.101 12.0 ---- 79.0 ---- ---- 0.00 0.00 19.1 ---- 0.00 0.00 20.9 18 15 0.50 R ---- 79.0 ---- ---- 13.0 0.01 19.1 ---- 26.2 0.05 20.9 150 17 1.394 1.0 ---- 79.0 --------. 0.01 0.00 19.1 ---- 0.04 0.00 20.8 19 17 3.50 2R ---- 79.0 ----- ---- 13.0 0.05 19.1 ---- 26.2 0.20 20.8 150 18 1.394 2.0 ---- 79.0 ---- ---- 0.01 0.00 19.0 ---- 0.04 0.00 20.6 20 18 3.50. B ---- 79.0 ---- ---- .6.9 0.08 19.0 ---- 137 0.29 20.6 150 19 1.101 5.0 ---- 79.0 ---- ---- 0.01 0.00 19.0 ---- 0.03 0.00 20.3 21 18 6.00 2R 790 ---- ---- -6.1 0.02 19.0 12.6 0.07 20.6 150 20 1.394 2.0 ---- 79.0 ---- ----- - 0.00 0.00 19.0 ---- 0.01 0.00 20.5 22 20 0.50 R ---- 79.0 ---- --- -6.1 0.00 19.0 ---- 12.6 0.01 20.5 150 21 1.394 1.0 ---- 790 -------.- 0.00 0.00 19.0 ---- 0.01 0.00 20.5 23 21 11.00 LB ---- 79.0 -------- 0.0 0.00 19.0 ---- 0.0 0.00 20.5 150 22 1.101 12.0 ---- 79.0 ---- ---- 0.00 0.00 19.0 ---- 0.00 0.00 20.5 24 21 4.50 R ---- 79.0 ---- ---- 6.1 0.01 19.0 ---- 12.6 0.05 20.5 150 23 1.394 1.0 ---- 79.0 ---- ---- 0.00 0.00 19.0 ---- 0.01 0.00 20.5 25 23 2.00 LB ---- 79.0 ---- ---- - 6.1 0.11 19.0 ---- 12.6 0.40 20.5 150 24 1.101 12.0 ---- 79.0 ---- ---- 0.01 0.00 18.9 ---- 0.03 0.00 20.1 26 24 10.00 L ---- 79.0 ---- ---- 6.1 0.13 18.9 ---- 12.6 0.49 20.1 150 25 1.101 7.0 ---- 89.0 ---- ---- 0.01 .4.33 14.4 ---- 0.03 4.33 15.3 27 25 4.00 2L ---- 89.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 15.3 150 26 1.101 14.0 ---- 89.0 ---- ---- 0.00 0.00 14.4 ---- 0.00 0.00 15.3 28 2510.00 R ---- 89.0 ---- ---- 6.1 0.08 14.4 ---- 12.6 0.32 15.3 150 27 1.101 1.0 ---- 99.0 ---- ---- 0.01.;4.33 10.0 ---- 0.03 4.33 .10.6 29 27 3.50 L ---- 99.0 ---- ---- 6.1 0.08 10.0 ---- 12.6 0.30 10.6 150 28 1.101 7.0 ---- 99.0 ---------.- 0.01 0.00 10.0 ---- 0.03 0.00 10.3 30 28 11.00 B2R ---- 99.0 -- --- ---- 4.2 0.07 10.0 ---- 10.5 0.37 10.3 150 29 1.101 7.0 ---- 99.0 ---- ---- 0.00 0.00 9.9 ---- 0.02 0.00 9.9 31 29 3.50 B ---- 99.0 ---- ---- 0.0 0.00 9.9 ---- 0.0 0.00 9.9 150 30 1.101 5.0 ---- 99.0 ---- ---- 0.00 .0.00 9.9 ---- 0.00 0.00 9.9 32 29 4.00 LR ---- 99.0 ---- ---- 4.2 0.05 9.9 ---- 10.5 0.25 9.9 150 31 1.101 8.0 ---- 99.0 4.25 ---- 0.00 0.00 9.8 13.2 0.02 0.00 9.7 33 31 6.50 R ---- 99.0 4.25 4.2 0.03 9.8 13.2 -2.7 0.01 9.7 150 32 1.101 1.0 ---- 99.0 ---- ---- 0.00 0.00 9.8 ---- 0.00 0.00 9.7 34 32 6.00 B ---- 99.0 ---- ---- 0.0 0.00 9.8 ---- 0.0 0.00 9.7 150. 33 '1.101 5.0 ---- 99.0 -------.- 0.00 0.00 9.8 ---- 0.00 0.00 9.7 35 32 11.50 L2R ---- 99.0 ---- ---- 4.2 0.08 9.8 -----2.7 0.03 9.7 15034 1.101 9.0---- 99.0 ---- ---- 0.00 0.00 9.7---- 0.00 0.00 9.7 DATE: 10./9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.rdf . Page 4 36 34 7.50 B ---- 99.0 ---- ---- 13.0 0.38 9.7 ---- 13.0 0.38 9.7 150 35 1.101 5.0 ---- 99.0 4.25 13.0 0.03 0.00 9.3 13.0 0.03 0.00 9.3 37 34 10.00 2R .---- 99.0 ---- ---- -8.8 0.18 9.7 -----15.7 0.52 9.7 150 36 1.101 2.0 ---- 99.0 ---- ---- - 0.01 0.00 9.9 -----0.04 0.00 10.2 38 36 5.00 B ---- 99.0 ---- ---- -6.9 0.09 9.9 -----13.7 0.34 10.2 150 37 1.101 5.0 ---- 99.0 ---- ---- - 0.01 0.00 10.0 -----0.03 0.00 10.6 39 36 34.00 2L8R ---- 99.0 ---- ---- -1.9 0.05 9.9 -----2.0 0.05 10.2 150 28 1.101 22.0 ---- 99.0 ---- ---- -0.00 0.00 10.0 ---- 0.00 0.00 10.3 40 30 10.00 L ---- 99.0 ---- ----.. 0.0 0.00 9.9,---- 0.0 0.00 9.9 15.0 38 1.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 14.2 0.00 4.33 14.3 41 38 6.00 2L ---- 89.0 ---- ---- 0.0 0.00 14.2---- 0.0 0.00 14.3 150 39 1.101 14.0 89.0 ---- ---. - 0.00 0.00 14.2 ---- 0.00 0.00 14.3 42 33 10.00 L ---- 99.0 --------. 0.0 0.00 9.8 ---- 0.0 0.00 9.7 150 40 1.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 14.1 ---- 0.00 4.33 14.0 43 40 8.00 2L ---- 89.0 ---- ---- 0.0 0.00 14.1 ---- 0.0 0.00 14.0 150 41 1.101 14.0 ---- 89.0 ---- ---- 0.00 0.00 14.1 ---- 0.00 0.00 14.0 44 37 10.00 L ---- 99.0 ---- ---- - 6..9 0.16 10.0 -----13.7 0.57 10.6 150 42 1.101 7.0 ---- 89.0 ---- ---- - 0.01 4.33 14.5 -----0.03 4.33 15.5 45 42 6.50 LB ---- 89.0 ---- ---- 0.0 0.00 14.5 ---- 0.0 0.00 15.5 150 43 1.101 12.0 ---- 89.0 ---- ---- 0.00 0.00 14.5 ---- 0.00 0.00 15.5 46 42 10.00 B ---- 89.0 ---- ----. -6.9 0.14 14.5 -----13.7 0.51 15.5 150 19 1.101 5.0 ---- 79.0 ---- -----0.01 4.33 19.0 -----0.03 4.33 20.3 47 12 10.00 L ---- 79.0 ---- ---- 2.2 0.02 20.5 ---- 4.5 0.07 25.8 150 44 1.101 7.0 ---- 89.0 ---- ---- 0.00. 4.33 16.1 ---- 0.00 4.33 21.4 48 14 10.00 L ---- 79.0 ---- ---- -2.2 0.02 20.4 ---- -4.5 0.07 25.4 150 45 1.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 16.0 ---- 0.00 4.33 21.1 49 44 10.00 R ---- 89.0 ---- ---- 2.2 0.0.1 16.1 ---- 4.5 0.05 21.4 150 46 1.101 1.0 ---- 99.0 ----- ---- 0.00 4.33 11.8 ---- 0.00 4.33 17.0 50 46 3.50 L ---- 99.0 ---- ---- 2.2 0.01 11.8 ---- 4.5 0.05 17.0 150 47 1.101 7.0 ---- 99.0 ---- ---- 0.00 .0.00 11.8 ---- 0.00 0.00 17.0 51 47 43.50 2LB8R ---- 99.0 ---- ---- 1.0 0.02 11.8 ---- 2.1 0.07 17.0 150 48 1.101 27.0 ---- 99.0 ---- ---- 0.00 0.00 11.7 ---- 0.00 0.00 16.9 52 48 5.00 B ---- 99.0 ---- ---- 2.2 0.01 11.7 ---- 4.5 0.04 16.9 150 49 1.101 5.0 ---- 99.0 ---- ---- 0.00 0.00 11.7 ---- 0.00 0.00 16.9 53 49 10.00 L ---- 99.0 ---- ---- 2.2 0.02 11.7 ---- 4.5 0.07 16.9 150 451.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 16.0 ---- 0.00 4.33 21.1 54 48 33.00 2L8R ---- 99.0 ---- ---- -1.2 0.02 11.7 -----2.4 0.07 16.9 150 47 1.101 22.0 ---- 99.0 ---- ---- 0.00 0.00 11.8 ---- 0.00 0.00 17.0 DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.rdf Page 5 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 Eli, L=90 Eli, B=TeeBch, R=TeeRun,: CCouplg, S=SwgChk, G=GatVlv The maximum velocity of water flow occurs in pipe 36 at 4.38 ft/s with I sprinkler flowing. The maximum velocity of water flow occurs in pipe 19 at 5.51 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 Couplg SwgChk GatViv 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 Coupig SwgChk GatViv 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 3.00 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 DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.rdf Page 6 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S 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 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