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4023 AIDAN CR | 4025 AIDAN CR | 4027 AIDAN CR | 4028 AIDAN CR | 4031 AIDAN CR; ; AS060284; Permit
5/18/2021 AS060284 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS060284 Job Address: 4023 AIDAN CR Permit Type: SPRINK Parcel No: 2061204100 Lot #: 0 Reference No.: Status: ISSUED Applied 11/22/2006 Approved: 11/22/2006 Issued: 11/22/2006 PC #: Inspector: Project Title: BLUFFS BLDG. H FIVE FIRE SPRINKLER SYSTEM 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 AS060284. SPRINKLER PLANS: BLDG H@, 4025, 4027, 402811 4031, 4.05.5 Al DAN CI RCLE PATE:' 10/9/2006 S:\LINDA\60120\calc\60120 BLDG H_J&K.rdf Page 1 FIRE SPRINKLER SYSTEMS / 705 E. HARRISON, SUITE 200 CORONA1CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE BLUFFS. *BUILDING H, J & K 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 10/9/2006 File No: 60120 BLDG HJ&K Data File Name:! 60120 BLDG HJ&K.rdf SPRINKLER SPACING 110.0 sq. .ft./spklr. (max) Max. Dist. Bet. Spklrs: 10.0 ft. Min. Dist. Bet. Spkirs: 13.0 Max. Dist. Spkir. to 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 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=5.48 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: BlaeMaster 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 FILE COPY CARLSBAD FIRE DEPARTMENT APPROVEBMITTED Lo(L),tEb eEzi,m CARLSBAD FIRE 'DEPARTMENT DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG HJ&K.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) == ====== ======== ========= * = =========t====== == = = * == == == === = 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 63.1 140 100 4.220 17.0 ---- 71.0 -------- 0.00 0.87.20.'5 ---- 0.00 0.87 62.2 3 100 6.00 3RS ---- 71.0 ------- 16.5 0.05 20.9 ---- 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 1.19 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 0.00 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 ---- 69.3 6.66 47.8 150 11 1.394 16.0 ---- 79.0 ---- ---- 0.02 0.00 12.4 ---- 0.21 0.00 41.2 11 11 1.00 LR ---- 79.0 ---- ---- 2.8 0.02 12.4 ---- 11.9 0.23 41.2 150 12 1.101 8.0 ---- 79.0 ---- ---- 0.00 0.00 12.4 ---- 0.03 Q.00 .40.9 12 11 11.00 B3R ---- 79.0 --------137 0.21 12..4 ---- 57.4 3.03 41.2 150 13 1.394 9.0 ---- 79.0 ---- ---- 0.01 0.00 12.2 ---- 0.15 0.00 38.1 13 13 3.50 B ---- 79.0 --------- -2.8 0.02 12.2 -----11.9 . 0.22 38.1 150 14 1.101 5.0 ---- 79.0 ---- ---- 0.00 0.00 12.2 -----0.03 0.00 38.4 14 13 14.50 8R ---- 79.0 ---- ---- 16.5 0.34 12.2 ---- 69.3 4.83 38.1 150 50 1.394 8.0 ---- 79.0 ---- ---- 0.02 0.00 11.9 ---- 0.21 0.00 33.3 15 50 19.00 9R ---- 79.0 ---- ---- 16.5 0.42 11.9 ---- 69.3 6.01 33.3 150 51'1.394 9.0 ---- 79.0 ---- ---- 0.02 0.00 11.5 ---- 0.21 0.00:27.8. 16 51 67.00 9R ---- 79.0 ---- ---- 16.5 1.15 11.5 ---- 69.3 16.32 27.3 150 15 1.394 " 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 H J&K.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 5L50 ---- 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.---- 0:0.01 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 ---- 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 0.0.5 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 4.00 150 26 1.101 28 25 10.00 150 27 1.101 29 27 3.50 150 28 1.101 30 28 11.00 150 29 1.101 31 29 3.50 150 30 1.101 32 29 4.00 150 31 1.101 33 31 6.50 150 32 1.101 34 32 6.00 150 331.101 35 32 11.50 150 34 1.101 2L ---- 89.0 ---- ---- 0.0 0.00 5.8 ---- 0.0 0.00 5.9 14.0 ----- 89.0 ---- ---- -0.00 0.00 5.8 ---- 0.00 0.00 5.9 R ---- 89.0 ---- ---- -2.0 0.01 5.8 -----3.8 0.03 5.9 1.0 ---- 99.0 ---- ---- 0.00., 4.33 1.5 ---- 0.00 4.33 1.6 L ---- 99.0 ---- ---- -2.0 0.01 1.5 -----3.8 0.03 1.6 7.0 ---- 99.0 ---- --- - 0.00 0.00 1.5 ---- 0.00 0.00 1.6 B2R ---- 99.0 ----- .--------0 .9 ---- -0.9 0.00 1.5 -----1.8. 0.01 1.6 7.0 ---- 99.0 ---- ---- 0.00 0.00 1.5 ---- 0.00 0.00 1.6 B ---- 99.0 ---- ---- 0.0 0.00 1.5 ---- 0.0 0.00 1.6 5.0 .---- 99.0 ---- ---- 0.00 0.00 1.5 ---- 0.00 0.00 1.6 LR ---- 99.0 ---- ---- -0.9 0.00 1.5 -----1.8 0.01 1.6 8.0 ---- 99.0 ---- ---- 0.00 0.00 1.5 ---- 0.00 0.00 1.6 R ---- 99.0 ---- ---- -0.9 0.00 1.5 -----1.8 0.01 1.6 1.0 ---- 99.0 ---- ---- 0.00 0.00 1.5 ---- 0.00 0.00 1.6 B ---- 99.0 ---- ---- 0.0 0.00 1.5 ---- 0.0 0.00 1.6 5.0 ---- 99.0 ---- ---- 0.00.0.00 1.5 ---- 0.00 0.00 1.6 L2R ---- 99.0 ---- ---- -0.9 0.00 1.5 -----1.8 0.02 L6 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 HJ&K.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 ---i- 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 ---- ---- 0.0O. 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 45'1.101 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 HJ&K.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-Ell, L=90 Ell, B=TeeBch, R=TeeRun,; C=Couplg, S=SwgChk, G=GatViv The maximum velocity of water flow occurs in pipe 23 at 5.56 ft/s with 1 sprinkler flowing'. The maximum velocity of water flow otcurs in pipe 10 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 Ell 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 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 37.00 300 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 HJ&K.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 withthe 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, GI\( 30084 (770) 934-8423 DATES 10/9/2006 'S:\LINDA\60120\calc\60120 BLDG HJ&K.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING H, J & K 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 10/9/2006/ File No: 60120 BLDG HJ&K Data File -Name-0 : 60120 BLDG HJ&K.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 RF'C43 Conc. (16x16) K4.30 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 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 9.3 41 13.0 72.0 26.3 4 13.0 9.3 41 55.2 71.9 58.5 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT DATEf 10/9/2006 S:\LINDA\60120\calc\60120 BLDG HJ&K.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 *PISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) ========= * ===================== * ====== ============ == 1 1 2.5.00 BG ---- .69.0 SRCE 13.0 0.00 26.3---- 55.2 0.0458.5 150 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 58.4 140 100 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 0.01 21.3 ---- 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 ---- . 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 4.37 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 36.0 150 511.394 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 1,6.0 ---- 0.14 0.00 21.3 DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG HJ&K.rdf Page 3 17 15 11.00 LB ---- 79.0 ---- ---- 0.0 0.00 1.6.0 ---- 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 0.00 15.9 ---- .25.8 0.05 20.0 150 21 1.394 1.0 ---- 79.0 ---- ---.- 0.00 0.00 15.9 ---- 0.03 0.0020.0 23 21 11.00 LB ---- 79.0 ----- --i-- 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 ---- ---- - 6.3 011 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 24 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 2927 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 ---- 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 31 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 6.5 150 331.101 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\6'0120\calc\60120 BLDG HJ&K.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 2LR ---- 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 10.0 150 411.101 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 70 ---- 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 15047 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 45'1.101 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 HJ&K.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 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv 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 o'ccurs in pipe. 14 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 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: BlazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Ell 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 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 G 45 Ell 90 Eli TeeBch TeeRun Couplg 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 H_J&K.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 Ell TeeBch TeeRun Coupig SwgChk GatVli 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 HJ&K.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING H, J & K 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 10/9/2006/ File No: 60120 BLDG HJ&K Data File Name: 60120 BLDG H_J&K.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 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 Flowing Flow 1 13.0 2 13.0 REVIEWING AUTHORITY Press. Node Total Avail. Req'd (psi) No.. Flow Press. Press. 9.3 35 13.0 72.0 29.4 9.3 35 26.2 72.0 36.5 CARLSBAD FIRE DEPARTMENT DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG HJ&K.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 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 3RS ---- 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 2.00 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 ---- ---- 0.0l. 0.87 20.8 -i--- 0.04 0.87 27.0 10 10 15.00 2L ---- 79.0 ---- ---- 13.0 0.30 20.8 ---- 26.2 1.10 27.0 150 11 1.394 16.0 ---- 79.0 -------- 0.01 0.00 20.5 ---- 0.04 0.00 25.9 11 11 1.00 LR ---- 79.0 ---- ---- 2.2 0.01 20.5 ---- 4.5 0.04 25.9 150 12 1.101 8.0 ---- 79.0 ---- ---- 0.00 0.00 20.5 ---- 0.00 0.00 25.8 12 11 11.00 83R ---- 79.0 ---- ---- 10.8 0.14 20.5 ---- 21.7 0.50 25.9 150 13 1.394 9.0 ---- 79.0 ---- ---- 0.01 .0.00 20.3 ---- 0.03 0.00 25.4 13 13 3.50 B ---- 79.0 ---- ---- -2.2 0.01 20.3 -----4.5 0.04 25.4 150 14 1.101 5.0 ---- 79.0 ---- ---- 0.00 0.00 20.4 ---- 0.00 0.00 25.4 14 13 14.50 8R ---- 79.0 ---- ---- 13.0 0.22 20.3 ---- 26.2 0.80 25.4 150 50 1.394 8.0 ---- 79.0 ---- ---- 0.01 0.00 20.1 ---- 0.04 0.00 24.6 15 50 19.00 9R ---- 79.0 ---- ---- 13.0 0.27 20.1 ---- 26.2 1.00 24.6. 150 511.394 9.0 ---- 79.0 ---- ---- 0.01 0.00 19.9 ---- 0.04 0.00 23.6 16 51 67.00 9R ---- 79.0 ---- ---- 13.0 0.74 19.9 ---- 26.2 2.71 23.6 150 15 1.394 9.0 ---- 79.0 ---- ---- 0.01 0.00 19.1 ---- 0.04 0.00 20.9 DATE: 10/9/2006 S:\LINDA\60120\calc\60120 BLDG H_J&K.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 0.0 19.0 ---- 13.7 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 ---- 79.0 ---- ---- --- 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 ---- 79.0 -------.- 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 25 10.00 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 32 600 B ---- 99.0 ---- ---- 0.0 0.00 9.8 ---- 0.0 0.00 9.7 150 331.101 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 9.7 150 34 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 HJ&K.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 15028 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 9.9 150 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 -------f- 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 0.0.0 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 4542 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 0.01 16.1 ---- 4.5 0.05 21.4 159 46 1.101 1.0 ---- 99.0 ---- ---- 0.0,0 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 2L88R ---- 99.0 ---- ---- 1.0 0.02 11.8 ---- 2.1 0.07 17.0 150 481.101 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 HJ&K.rdf Page 5 Legend: F- 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 FE - Pressure Loss due to Elevation 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 36 at 4.38 ft/s with 1 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 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 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 Ell TeeBch TeeRun Couplg 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 HJ&K.rdf Page 6 PAGE: K MATERIAL: Copper Tube-K HWC: 15.0 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 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. . HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423