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HomeMy WebLinkAbout4020 AIDAN CR; ; AS060282; Permit8/30/22,10:33 AM AS060282 Permit Data City of Carlsbad Sprinkler Permit Job Address: 4020 AIDAN CR Permit Type: SPRINK Parcel No: 2061204100 Lot #: 0 Reference No.: Permit No: AS060282 Status: ISSUED Applied 11/22/2006 Approved: 11/22/2006 Issued: 11/22/2006 PC #: Inspector: Project Title: BLUFFS BLDG I FIVE FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: Owner: FIRE SPRINKLER SYSTEMS 155 ENTERPRISE COURT CORONA, CA (800) 915-3473 Fees(s) fAdd'I Fees ($)f Total ($3r Balance () 310 0 310 0 1/1 DA-E: 1.Q/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&L.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 A&" 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 GI&L.rdf SPRINKLER SPACING 110.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 10.0 ft. Mm. 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 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: 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 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 FIRE DEPARTMENT n PTCARLSBAD P R n APPROVEDSUITTED L/,Ueip ecc,eI9 CARLSBADRiRTWENT 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 SF *DISCH FLOW PF PT *DISCH FLOW PF FT 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 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 20.9 ---- 0.00 0.87 62.2 3 100 6.00 3RS ---- 71.0 ---- ---- -16.5 0.05 20.9 ---- 69.3 0.64 622 120 101 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 0.00 40.9 12 11 11.00 B3R ---- 79.0 ---- ---- 13.7 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 BR ---- 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 27.3 16 51 67.00 9R ---- 79.0 ---- ---- 16.5 1.15 11.5 ------ 6.3 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: 19/9/2006 S:\LINDA\60120\calc\60120 BLDG GI&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 ---- 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 10.60 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 0.00 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 -----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 1.5 -----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 1.6 150 331.101 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: 1Q/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 ---- 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 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: 1P/9/2006 S:\LINDA\60120\caic\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 Ell, 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 1 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 Ell TeeBr TeeRun Coupig 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 Eli 90 Eli 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 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 Ell 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 NF'PA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 DATE: 1,0/9/2006 S:\LINDA\60120\calc\60120 BLDG G_I&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 GI&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 *scfj 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 58.4 140 100 4.220 17.0 ---- 71.0 -------T 0.00 0.87 25.5 ---- 0.00 0.87 57.5 / 3 100 6.00 3R5 ---- 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 ss -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 0J6 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 BR ---- 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 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 0.00 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 I 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 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 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 ---- 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 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 G I&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 1.7 150 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 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 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 Ell, L=90 Eli, 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 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 G 45 Eli 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 Eli 90 Ell 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 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 .0 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 D4TE: 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 GatViv 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: 1Q/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 G_I&L Data File Name: 60120 BLDG GI&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 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 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 ---- ---- 0.01 0.87 20.8 ---- 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 B3R ---- 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 BR ---- 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 51 1.394 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 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 ---- 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 0.0720.6 150 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 15031 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 9.7 150 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 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 50 ---- 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 99 150 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 ---- ---- 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 0.01 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 45 1.101 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: 0/9/2006 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, The maximum velocity of water flow occurs in pipe at 4.38 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe at 5.51 ft/s with 2 sprinklers flowing. S=SwgChk, G=GatVlv 36 19 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 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 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 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 Coupig SwgChk GatViv 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