Loading...
HomeMy WebLinkAbout7210 BLUE HERON PL; ; AS150028; PermitI 8/25/2020 ASI 50028 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS150028 7210 BLUE HERON Job Address: Status: APPROVED PL Permit Type: SPRINK Applied 2/17/2015 Parcel No: 2158120401 Approved: 3/11/2015 Lot #: 0 - Reference No.: Issued: 3/11/2015 PC #: Inspector: Project Title: FOUR SEASONS AVIARA EXPANSION MODIFY EXISTING SYSTEM. RELOCATED EXISTING PENDENT SPRINKLERS AND ADD NEW SPRINKLERS AS REQUIRED IN NEW SKYLIGHT AND • EXPANDED CEILINGS PER TENANT REMODEL AS SHOWN ON PLANS. Applicant: CODE 4 FIRE, INC. 229 S. ANNIN AVE FULLERTON, CA 949-439-1979 - Owner: BROWN IRWIN J&CANDY S 5430 PALOMAR LN DALLAS TX Fees ($) Add'I Fees ($) Total ($) Balance ($) 280 0 280 0 1/1 Ay .. M iq0o2 - j-1 HYDRAULIC CALCULATIONS FOR FOUR SEASONS PATIO' 7210 BLUE HERON PL. CARLSBAD, CALIFORNIA 92011 OCCUPANCY CLASSIFICATION: htHazard DENSITY: .10 GPM AREA OF APPLICATION: 1435 S.F COVERAGE PER SPRINKLER: 156 S.F. NUMBER OF SPRINKLERS FLOWING: 12. TOTAL SPRINKLER FLOW REQUIRED: 223.0 GPM TOTAL WATER REQUIRED (WITH HOSE): 323.0 GPM DEMAND AT BASE OF RISER: 223 GPM @ 53.5 PSI SPRINKLER ORIFICE SIZE: 1/2" (K=5.6) CALCULATIONS BY: Ezequiel Escutia AUTHORITY HAVING JURISDICTION: COMMENTS: Water supply reduced by 10% CALCULATION BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. LICENSED TO APPLIED FIRE SAFETY, INC., LICENSE #27081575 P R E S S U R E 120.0 100.0 G A U . G E 80.0 60 .0 40.0 20.0 0.0 -14.7 p S :1. WATER SUPPLY ANALYSIS Static: 109.30 psi Resid: 65.00 psi Flow: 1257.0 gprn IJ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/9/2015\FOUR SEASONS ENGINEERING\ENG\15-02-03 LIGHT HAZARDFFFF.SDF " JOB TITLE: Four Seasons 4 NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 109.3 65.0 1257.0 105.7 323.0 59.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 323.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 223.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) . (PSI) (GPM) 1 30.0 K= 5.60 8.7 16.5 2 30.0 K= 5.60 8.1 16.0 3 30.0 K= 5.60 8.6 16.4 4 30.0 K= 5.60 9.8 17.5 5 30.0 K= 5.60 13.3 20.5 6 30.0 K= 5.60 15.3 21.9 7 . 30.0 K= 5.60 11.7 19.2 8 30.0 K= 5.60 7.5 15.4 9 30.0 K= 5.60 8.4 16.2 10 30.0 K= 5.60 7.0 14.8 11 30.0 K= 5.60 18.8 24.3 12 30.0 K= 5.60 19.0 24.4- 21 30.0 ---- 8.8 22 30.0 8.9 23 30.0 - - - - 9.6 - - - 24 30.0 - - - - 10.9 25 30.0 - - - - 14.8 26 30.0 - - - - 16.6 - - - 27 30.0 ---- 12.7 28 30.0 - - - - 9•.5 29 30.0 - - - - 9.1 - - - 30 30.0 - - - - 8.8 31 30.0 - - - - 19.5 - - - 32 30.0 - - - - 21.9 - - - 33 30.0 - - - - 24.4 - - - 33.5 30.0 - - - - 30.9 - - - 34 30.0 - - - - 37.2 - - - 35 10.0 - - - - 46.3 - - - 50 10.0 - - - - 18.8 -. - - 51 10.0 - - - - 18.8 52 10.0 - - - - 20.2 --- 53 10.0 - - - - 20.2 - - - TR 10.0 - - - 49.1 - - - BR 0.0 - - - - 53.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 a DATE: 3/9/2015\FOUR SEASONS ENGINEERING\ENG\15-02-03 LIGHT HAZARDFFFF.SDF JOB TITLE: Four Seasons NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) BKi 0.0 - - - - 53.6 BK2 0.0 - - - - 59.6 Ui 0.0 - - - - 59.7- 5 0.0 SOURCE 59.7 DISCHARGE NOTES (GPM) 223.0 ri SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/9/2015\FOUR SEASONS ENGINEERING\ENG\15-02-03 LIGHT HAZARDFFFF.SDF JOB TITLE: Four Seasons $ NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Fe) To Node El (ft) PT Tot.(Q) Disch Act lb (ft.) T . Pf/ft. (Pf) Pipe: 1 5.60 16.5 Disch 3.50 120 0.1 21 30.0 8.8 -9.9 30 1.000 T: 5.0 5.00 0.0 1 30.0 8.7 6.6 1.049 8.50 0.017 0.1 Pipe: 2 5.60 16.0 Disch 3.50 120 0.7 22 30.0 8.9 0.0 1.000 T: 5.0 5.00 0.0 2 30.0 8.1 16.0 1.049 1.50 0.086 0.7 Pipe: 3 5.60 16.4 Disch . 4.00 120 . 1.0 23 30.0 9.6 0.0 1.000 E: 2.0 7.00 0.0 3 30.0 8.6 16.4 1.049 T:.5.0 . 11.00 0.090 1.0 Pipe: 4 5.60 17.5 Disch 4.00 120 1.1 24 30.0 10.9 0.0 1.000 E: 2.0 7.00 0.0 4 30.0 9.8 17.5 1.049 T: 5.0 11.00 0.102 1.1 Pipe: 5 5.60 20.5 Disch 4.00 120 1.5 25 30.0 14.8 0.0 1.000 E: 2.0 7.00 0.0 5 30.0 13.3 20.5 1.049 T: 5.0 11.00 0.136 1.5 Pipe: 6 5.60 21.9 Disch . 3.50 120 1.3 26 30.0 16.6 0.0 1.000 T: 5.0 5.00 0.0 6 30.0 15.3 21.9 1.049 8.50 0.154 1.3 Pipe: 7 5.60 19.2 Disch 3.50 120 1.0 27 30.0 12.7 0.0 1.000 T: 5.0 5.00 0.0 7 .30.0 11.7 19.2 1.049 8.50 0.120 1.0 Pipe: 8 5.60 15.4 Disch 11.25 120 1.9 28 30.0 9.5 0.0 1.000 4E: 8.0 13.00 0.0 8 30.0 7.5 15.4 1.049 T: 5.0 24.25 0.080 1.9 Pipe: 9 5.60 16.2 Disch 3.50 120 0.7 29 30.0 9.1 0.0 1.000 T: 5.0 5.00 0.0 9 30.0 8:4 16.2 1.049 8.50 0.088 0.7 Pipe: 10 5.60 14.8 Disch . 11.25 120 . 1.8 30 30.0 8.8 0.0 1.000(4E: 8.0 13.00 0.0 10 30.0 7.0 14.8 1.049 T: 5.0 24.25 0.075 1.8 Pipe: 11 5.60 24.3 Disch 9.75 120 3.1 32 30.0 21.9 0.0 . 1.000 E: 2.0 7.00 0.0 11 30.0 18.8 24.3 1.049 T: 5.0 16.75 0.186 3.1 Pipe: 12 5.60 24.4 Disch 8.75 120 3.0 32 30.0 21.9 0.0 1.000.'E: 2.0 7.00 0.0 12 30.0 19.0 24.4 1.049 T: 5.0 15.75 0.188 3.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DAE: 3/9/2015\FOUR SEASONS ENGINEERING\ENG\15-02-03 LIGHT HAZARDFFFF.SDF JOB TITLE: Four Seasons Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12A 0.0 0.0 11.25 120 0.0 51 10.0 18.8 0.0 1.000 4E: 8.0 13.00 0.0 50 10.0 18.8 0.0 1.049 T: 5.0 24.25 0.000 0.0 Pipe: 12B 0.0 0.0 11.25 120 0.0 53 10.0 20.2 0.0 1.000 4E: 8.0 13.00 0.0 52 10.0 20.2 0.0 1.049 T: 5.0 24.25 0.000 0.0 Pipe: 13 0.0 0.0 11.83 120 0.0 22 30.0 8.9 6.6 1 B1.250 ---- 0.00 0.0 21 30.0 8.8 6.6 1.442 11.83 0.004 0.0 Pipe: 14 0.0 6.6 21 12.00 120 0.7 23 30.0 9.6 16.0 2 81.250 T: 8.0 8.00 0.0 22 30.0 8.9 22.5 1.442 20.00 0.034 0.7 Pipe: 15 0.0 22.5 22 6.50 120 9.3 51 10.0 18.8 16.4 3 81.250 ---- 0.00 -8.7 .23 30.0 9.6 38.9 1.442 6.50 0.095 0.6 Pipe: 16 0.0 38.9 23 8.00 120 7.9 24 30.0 10.9 0.0 50 B1.250 ---- 0.00 8.7 51 10.0 18.8 38.9 1.442 8.00 0.095 0.8 Pipe: 17 0.0 38.9 51 : 3.41 120 9.3 53 10.0 20.2 17.5 4 B1.250 ---- 0.00 -8.7 24 30.0 10.9 56.4 1.442 3.41 0.188 0.6 Pipe: 18 0.0 56.4 24 9.33 120 5.4 25 30.0 14.8 0,0 52 B1.250 T: 8.0 8.00 8.7 53 10.0 20.2 56.4 1.442 . 17.33 0.188 3.3 Pipe: 19 0.0 56.4 53 6.08 120 4.7 31 30.0 19.5 20.5 5 B1.250 T: 8.0 8.00 0.0 25 30.0 14.8 76.9 1.442 . 14.08 0.334 4.7 Pipe: 20 0.0 75.5 27 5.75 120 3.0 31 30.0 19.5 21.9 6 B1.250 ---- 0.00 0.0 26 30.0 16.6 97.4 1.442 5.75 0.517 3.0 Pipe: 21 0.0 56.4 28 11.83 120 3.8 26 .30.0 16.6 19.2 7 B1.250 ---- 0.00 0.0 27 30.0 12.7 75.5 1.442 11.83 0.323, 3.8 Pipe: 22 0.0 41.0 29 . 13.33 120 3.3 27 30.0 12.7 15.4 8 81.250 E: 4.0 4.00 0.0 28 30.0 9.5 56.4 1.442 17.33 0.188 3.3 Pipe: 23 0.0 24.8 30 . 3.41 120 0.4 28 . 30.0 9.5 16.2 9 81.250 ---- 0.00 0.0 29 30.0 9.1 41.0 1.442 3.41 0.104 0.4 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/9/2015\FOUR SEASONS ENGINEERING\ENG\15-02-03 LIGHT HAZARDFFFF.SDF JOB TITLE: Four Seasons 4 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 24 0.0 9.9 1 7.83 120 0.3 29 30.0 9.1 14.8 10 B1.250 ---- 0.00 0.0 30 30.0 .8.8 24.8 1.442 7.83 0.041 0.3 Pipe: 25 5.60 16.5 Disch 13.08 120 0.1 30 30.0 8.8 -6.6 B1.250 E: 4.0 4.00 • 0.0 1 30.0 8.7 9.9 1.442 17.08 0.008 0.1 Pipe: 26 0.0 97.4 26 11.16 120 2.4 32 30.0 21.9 76.9 25 B2.000 ---- 0.00 0.0 31 • 30.0 19.5 174.3 2.157 . • 11.16 0.213 2.4 Pipe: 27 0.0 174.3 31 • 7.41 120 2.5 33 30.0 24.4 48.7 11 B2.000 ---- 0.00 0.0 32 30.0 21.9 223.0 2.157 7.41 0.336 2.5 Pipe: 28 - 0.0 0.0 34.50 120 6.5 33.5 30.0 30.9 223.0 32 B2.500 T:17.0 17.00 . 0.0 33 30.0 24.4 223.0 2.635 • 51.50 0.127 6.5 Pipe: 29 0.0 0.0 98.50 120 6.2 34 30.0 37.2 223.0 33 83.000 4E:40.0 40.00 0.0 33.5 30.0 30.9 223.0 3.260 138.50 0.045 6.2 Pipe: 30 0.0 0.0 10.50 120 9.1 35 10.0 46.3 223.0 33.5 84.000 T:26.0 26.00 -8.7 34 , 30.0 37.2 223.0 4.260 36.50 0.012 0.4 Pipe: 31 0.0 0.0 • 122.50 120 2.8 TR 10.0 49.1 223.0 34 B4.000 6E:78.0 104.00 0.0 35 10.0 46.3 223.0 4.260 T:26.0 226.50 0.012 2.8 Pipe: 32 . 0.0 0.0 9.00 120 4.4 BR 0.0 53.5 223.0 35 84.000 ---- 0.00 -4.3 TR 10.0 49.1 223.0 4.260 9.00 0.012 0.1 Pipe: 33 0.0 0.0 • • 20.00 150 0.1 BK1 0.0 53.6 223.0 TR E6.000 E:22.0 68.00 0.0 BR 0.0 53.5. 223.0 6.080 T:46.0 88.00 0.001 0.1 Pipe: 34 0.0 Fixed Pressure Loss Device BK2 0.0 59.6 223.0 BR 6.0 psi, 223.0 gpm BK1 0.0 53.6 223.0 Pipe: 35 0.0 • 0.0 15.00 150 0.1 Ui 0.0 59.7 223.0 BK1 E6.000 E:22.0 22.00 0.0 BK2 0.0 59.6 223.0 6.080 37.00 0.001 0.1 Pipe: 36 Source 0.0 268.00 150 • 0.1 S 0.0 59.7 223.0 BK2 E10.00 E:30.0 98.00 0.0 Ui 0.0 59.7 223.0 9.790 T:68.0 366.00 0.000 0.1 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 bAE: 3/9/2015\FOUR SEASONS ENGINEERING\ENG\15-02-03 LIGHT HAZARDFFFF.SDF JOB TITLE: Four Seasons I NOTES (HASS): Calculations were performed by the HASS 8.4 computer program under license no. 27081575 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.129 gpm. Total pressure at each node is used.in balancing the system. Maximum water velocity is 19.6 ft/sec at pipe 27. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node S under full flow conditions is 96.39 psi compared to the minimum required pressure of 0.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet. (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyViv GatVlv AlmChk DPVlv. NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEli ChkVlv BfyViv GatViv AimChk DPVlv NPTee 1.442 4.00 8.00 3.00 9.00 8.00 1.00 12.00 12.00 8.00 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 HYDRAULIC CALCULATIONS FOR FOUR SEASONS KITCHEN 7210 BLUE HERON PL. CARLSBAD, CALIFORNIA 92011 OCCUPANCY CLASSIFICATION: Ordinary Hazard Group .1 DENSITY: .15 GPM AREA OF APPLICATION: 1500 S.F COVERAGE PER SPRINKLER: 130 S.F. NUMBER OF SPRINKLERS FLOWING: 15 TOTAL SPRINKLER FLOW REQUIRED: 263.6 GPM TOTAL WATER REQUIRED (WITH HOSE): 513.6 DEMAND AT BASE OF RISER: 263.6 GPM @ 39.3 PSI SPRINKLER ORIFICE SIZE: 1/2" (K=5.6) CALCULATIONS BY: Eequiel Escutia AUTHORITY HAVING JURISDICTION: COMMENTS: Water supply reduced by 10% CALCULATION BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. LICENSED TO APPLIED FIRE SAFETY, INC., LICENSE #27081575 HYDRAULIC CALCULATIONS FOR FOUR I JN4 i 7210 BLUE ERON ;7jv L. OCCUPANCY CLASSIFICATION:' Ordinary Hazard Group I DENSITY: .15 GPM AREA OF APPLICATION: 1500 SF COVERAGE PER SPRINKLER: 130 S.F. NUMBER OF SPRINKLERS FLOWING: 15 TOTAL SPRINKLER FLOW REQUIRED: 265.2 GPM TOTAL WATER REQUIRED (WITH HOSE): 515.3 DEMAND AT BASE OF RISER: 265.2 GPM @ 48.6 PSI SPRINKLER ORIFICE SIZE: 1/2" (K=5.6) CALCULATIONS BY: Ezequiel Escutia AUTHORITY HAVING JURISDICTION: COMMENTS: Water supply reduced by 10% CALCULATION BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. LICENSED TO APPLIED FIRE SAFETY, INC., LICENSE #27081575 P R E S S U R E 120.0 100 .0 G A U. G E 80.0 60.0 40.0 20.0 0.0 -14.7 p S i WATER SUPPLY ANALYSIS - Static: 109.30 psi Resid: 65.00 psi Flow: 1257.0 gpm It SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/9/2015CocIe 4\eng\Four Seasons Engineering\eng\ kitchen3-09-15.sdf .JOB TITLE: Four Seasons NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 109.3 65.0 1257.0 100.8 515.3 55.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 515.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 265.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 30.0 K= 5.60 14.6 21.4 2 30.0 K= 5.60 14.6 2i.4- 3 30.0 K= 5.60 13.7 20.8 4 30.0 K= 5.60 13.4 20.5 5 30.0 K= 5.60 12.1 19.5 6 30.0 K= 5.60 17.1 23.1 7 30.0 K= 5.60 16.4 22.7 8 30.0 K= 5.60 16.6 22.8 9 30.0 K= 5.60 16.8 23.0 10 30.0 K= 5.60 16.3 22.6 11 30.0 K= 5.60 17.8 23.6 12 30.0 K= 5.60 18.1 23.8 13 0.0 - - - - 33.8 - - - 14 0.0 - - - - 33.7 15 0.0 - - - - 33.4 - - - 21 30.0 - - - - 16.5 - - - 22 30.0 - - - - 16.2 - - - 23 30.0 - - - - 15.6 24 30.0 - - - - 14.6 --- 25 30.0 - - - - 13.2 - - - 26 30.0 - - - - 19.3 - - - 27 30.0 - - - - 18.4 28 30.0 - - - - 17.9 29 30.0 - - - - 20.6 - - - 30 30.0 - - - - 20.0 31 30.0 - - - - 20.2 - - - 32 30.0, - - - - 20.4 - - - 35A 30.0 - - - - 20.4 - - - 60 30.0 - - - - 21.6 - - - 70 30.0 - - - - 221 - - - 80 30.0 - - - - 25.8 - - - X 30.0 - - - - 29.5 - - - Y 10.0 - - - - 40.4 - - - 90 30.0 - - - - 20.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/9/2015Code 4\eng\Four Seasons Engineering\eng\ kitchen3-09-15.sdf JOB TITLE: Four Seasons NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 91 30.0 - - - - 20.8 92 30.0 - - - - 20.8 - - - 33 30.0 - - - - .20.8 34 30.0 . - - - - 20.7 TR 10.0 - - - - 44.2 - - - BR 0.0 - - - - 48.6 --- BK1 0.0 - - - - 48.8 -- 1§K2 0.0 - - - - 54.8 Ui 0.0 - - - - 54 •9 S 0.10 SOURCE 55.0 265.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/9/2015Code 4\eng\Four Seasons Engineering\eng\ kitchen3-09-15.sdf JOB TITLE: Four Seasons NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl -To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch. Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 5.60 21.4 Disch 8.00 120 .1.9 21 30.0 16.5 0.0 1.000 T: 5.0 5.00 0.0 1 30.0 14.6 21.4 1.049 13.00 0.148 1.9 Pipe: 2 5.60 21.4 Disch . 6.00 120 1.6 22 30.0 16.2 0.0 1.000 T: 5.0 5.00 0.0 2 30.0 14.6 . 21.4 1.049 11.00 0.147 1.6 Pipe: 3 5.60 20.8 Disch 6.00 120 1.8 23 30.0 15.6 0.0 1.000 E: 2.0 7.00 0.0 3 30.0 13.7 . 208 1.049 T: 5.0 13.00 0.139 1.8 Pipe: 4 5.60 20.5 Disch 2.00 120 1.2 24 30.0 14.6 0.0 1.000 E: 2.0 7.00 0.0 4 30.0 13.4 20.5 1.049 T: 5.0 9.00 0.136 1.2 Pipe: 5 5.60 19.5 Disch 2.00 120 1.1 25 30.0 13.2 0.0 1.000 E: 2.0 7.00 0.0 5 30.0 12.1 19.5 1.049 T: 5.0 9.00 0.124 1.1 Pipe: 6 5.60 23.1 Disch 8.25 120 2.3 26 . 30.0 19.3 0.0 1.000 T: 5.0 5.00 0.0 6 30.0 17.1 23.1 1.049 13.25 0.170 2.3 Pipe: 7 ' 5.60 22.7 Disch 6.83 120 1.9 27 30.0 18.4 0.0 1.000 T: 5.0 5.00 . 0.0 7 30.0 16.4 . 22.7 1.049 11.83 0.164 1.9 Pipe: 8 5.60 22.8 Disch 5.33 120 1.2 28 30.0 17.9 0.0 1.000 E: 2.0 2.00 0.0 8 30.0 16.6 22.8 1.049 7.33 0.166 1.2 Pipe: 9 5.60 23.0 Disch 15.25 .120 3.7 29 30.0 20.6 0.0 1.000 E: 2.0 7.00 0.0 9 30.0 16.8 23.0 1.049 T: 5.0 22.25 0.168 3.7 Pipe: 10 5.60 22.6 Disch 9.50 120 3.7 30 30.0 20.0 0.0 1.000 4E: 8.0 13.00 0.0 10 30.0 16.3 22.6 1.049 T: 5.0 22.50 0.163 3.7 Pipe: 11 5.60 23.6 Disch 6.60 120 2.4 31 30.0 20.2 0.0 1.000 E: 2.0 7.00 0.0 11 30.0 17.8 23.6 1.049 T: 5.0 13.60 0.177 2.4 Pipe: 12 5.60 23.8 Disch 6.00 120 2.3 32 30.0 20.4 0.0 1.000 E: 2.0 7.00 0.0 12 30.0 18.1 23.8 1.049 T:.5.0 13.00 0.179 2.3 Notes 4 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/9/2015Code 4\eng\Four Seasons Engineering\eng\ kitchen3-09-15.sdf JOB TITLE: Four Seasons Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node!. Nom ID . Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12A 0.0 0.0 9.00 120 13.0 13 0.0 33.8 0.0 1.000 E: 2.0 7.00 -13.0 33 30.0 20.8 0.0 1.049 T: 5.0 16.00 0.000 0.0. Pipe: 12B 0.0 0.0 2.25 120 13.0 14 . 0.0 33.7 0.0 1.000 E: 2.0 7.00 . -13.0 34 30.0 20.7 0.0 1.049 T: 5.0 9.25 0.000 0.0 Pipe: 12C 0.0 0.0 . 2.25 120 13.0 15 0.0 33.4 0.0 1.000 E: 2.0 2.00 -13.0 35A 30.0 20.4 0.0 . 1.049 4.25 0.000 0.0 Pipe: 13 0.0 0.0 . 11.00 120 1.4 24 30.0 14.6 19.5 1.000 ---- 0.00 0.0 25 30.0 13.2 19.5 1.049 11.00 0.124 1.4 Pipe: 14 0.0 19.5 25 9.50 120 0.9 23 30.0 15.6 20.5 4 B1.250 ---- 0.00 0.0 24 30.0 14.6 40.0 1.442 9.50 0.100 0.9 Pipe: 15 0.0 40.0 24 6.17 120 0.6 22 30.0 16.2 20.8 3 B1.500 ---- 0.00 0.0 23 30.0 15.6 60.7 1.682 6.17 0.102 0.6 Pipe: 16 0.0 60.7 23 2.00 120 0.4 21 30.0 16.5 21.4 2 B1.500 ---- 0.00 . 0.0 22 30.0 16.2 82.1 1.682 2.00 0.178 0.4 Pipe: 16A 0.0 82.1 22 . 20.50 120 5.6 70 30.0 22.1 21.4 1 B1.500 ---- 0.00 0.0 21 30.0 16.5 103.5 1.682 20.50 0.273 5.6 Pipe: 17. 0.0 0.0 15.00 120 0.5 27 30.0 18.4 22.8 B1.250 ---- 0.00 0.0 28 30.0 17.9 22.8 1.442 15.00 0.035 0.5 Pipe: 18 0.0 22.8 28 7.50 120 0.9 26 30.0 19.3 22.7 7 B1.250 ---- 0.00 0.0 27 30.0 18.4 45.5 1.442 7.50 0.127 0.9 Pipe: 19 0.0 45.5 27 4.60 120 1.2 29 30.0 20.6. 23.1 6 B1.250 ---- 0.00 0.0 26 300 19.3 68.7 . 1.442 4.60 0.271 1.2. Pipe: 19A 0.0 68.7 26 . '. 4.25 120 1.1 60 30.0 21.6 23.0 9 B2.000 T:12.0 12.00 . 0.0 29 30.0 20.6 91.7 2.157 16.25 0.065 1.1 Pipe: 20 . 0.0 0.0 5.75 120 0.2 31 30.0 20.2 22.6 B1.250 ---- 0.00 0.0 30 30.0 20.0 22.6 1.442 . 5.75 0.035 0.2 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/9/2015Code 4\eng\Four Seasons Erigineering\eng\ kitchen3-09-15.sdf JOB TITLE: Four Seasons Pipe Tag K-fac Add F]. Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) . T Pf/ft. (Pf) Pipe: 20A 0.0 22.6 30 5.00 120 0.7 90 30.0 20.8 23.6 11 B1.250 ---- 0.00 0.0 31 30.0 20.2 46.2 1.442 5.00 0.130 0.7 Pipe: 21 0.0 0.0 14.00 120 0.0 32 30.0 20.4 0.0 B1.250 ---- 0.00 0.0 35A 30.0 20.4 0.0 1.442 14.00 0.000 0.0 Pipe: 22 0.0 0.0. 8.50 120 0.3 34 30.0 20.7 23.8 35A B1.250 0.00 . 0.0 32 30.0 20.4 23.8 1.442 8.50 0.038 0.3 Pipe: 23 0.0 0.0 4.83 120 0.1 91 30.0 20.8 23.8 32 B1.500 ---- 0.00 0.0 34 30.0 20.7 23.8 1.682 4.83 0.018 0.1 Pipe: 24 . 0.0 0.0 10.83 120 0.0 92 30.0 20.8 0.0 B1.500 ---- 0.00 0.0 33 30.0 20.8 0.0 1.682 10.83 0.000 0.0 Pipe: 25 0.0 0.0 5.00 120 0.0 92 30.0 20.8 0.0 B2.000 E: 6.0 .6.00 0.0 91 30.0 20.8 0.0 2.157 11.00 0.000 0.0 Pipe: 26 0.0 0.0 6.83 120 0.0 90 30.0 20.8 23.8 34 B2.000 ---- 0.00 0.0 91 30.0 20.8 23.8 2.157 6.83 0.005 0.0 Pipe: 26A 0.0 23.8 91 8.00 120 0.8 60 30.0 21.6 46.2 31 B2.000 T:12.0 12.00 0.0 90 30.0 20.8 70.0 2.157 20.00 0.039 0.8 Pipe: 27 0.0 70.0 90 2.75 120 0.5 70 30.0 22.1 91.7 29 B2'.000 ---- 0.00 0.0 60 3.0.0 21.6 161.7 2.157 2.75 0.186 0.5 Pipe: 28 0.0 161.7 60 4.00 120 3.7 80 30.0 25.8 103.5 21 B2.500 T:17.0 17.00 0.0 70 30.0 22.1 265.2 2.635 21.00 0.175 3.7 Pipe: 29 0.0 0.0 20.00 120 3.7 X 30.0 29.5 265.2 70 B3.000 4E:40.0 40.00 0.0 80 30.0 25.8 265.2 3.260 60.00 0.062 3.7 Pipe: 30 0.0 0.0 106.00 120 10.9 Y 10.0 40.4 265.2 80 84.000 T:26.0 26.00 -8.7 X 30.0 29.5 265.2 4.260 132.00 0.017 2.2 Pipe: 31 0.0 0.0 117.00 120 3.7 TR 10.0 44.2 265.2 X B4.000 6E:78.0 104.00 0.0 Y 10.0 40.4 265.2 4.260 T:26.0 221.00 0.017 3.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/9/2015Code 4\eng\Four Seasons Engineering\eng\ kitchen3-09-15.sdf JOB TITLE: Four Seasons Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: '32 0.0 0.0 9.00 120 4.5 BR 0.0 48.6 265.2 Y B4.000 ---- 0.00 -4.3 TR 10.0 44.2 265.2 4.260 9.00 0.017 0.2 Pipe: 33 0.0 0.0 20.00 150 0.2 BK1 0.0 48.8 265.2 TR E6;000 E:22.0 68.00 0.0 BR 0.0 48.6 265.2 6.080 T:46.0 88.00 0.002 0.2 Pipe: 34 0.0 Fixed Pressure Loss Device BK2 0.0 54.8 265.2 BR 6.0 psi, 265.2 gpm BK1 0.0 48.8 265.2 Pipe: 35 0.0 0.0 15.00 150 0.1 Ui 0.0 54.9 265.2 BK1 E6.000 E:22.0 22.00 0.0 BK2 0.0 54.8 265.2 6.080 37.00 0.002 0.1 Pipe: 36 Source 0.0 268.00 150 0.1 S 0.0 55.0 265.2 BK2 E10.00 E:30.0 98.00 0.0 Ui 0.0 54.9/ 265.3 9.790 T:68.0 366.00 0.000 0.1 NOTES (MASS): Calculations were performed by the HASS 8.4 computer program • under license no. 27081575 granted by MRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.110 gpm. Total pressure at each node is used in balancing the system. • Maximum water velocity is 15.6 ft/sec at pipe 28. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. . Available pressure at source node S under full flow conditions is 96.39 psi compared to the minimum required pressure of 0.00 psi. Notes CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Four Seasons- Aviara Expansion SR#: PERMIT #AS150028 (Assigned upon plan submittal) PROJECT ADDRESS: 7210 Blue Heron CITY: Carlsbad PHONE: (951 ) 675•4666 (Code 4 Fire) FAX NUMBER: (949) 861-6501 Largest Building (ft.2): 23.671 Sprinkled? YES Construction Type:VB SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Worst case hydrant. Hydrant No. 2 per map (end of Blue Heron P0 TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 120 PSI Hydrant Number (if applicable):______________ Elevation of test: 97 - Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 2.325 GPM Residual Pressure 65 PSI At peak demand, this water system is capable of providing a fire flow discharge @ 20 psi of no-less more than 4.300 6PM, but exceeds 15 fps. Maximum fire flow available at 15 fps is no more than 2.325 eom. Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: -have -witnessed and/er reviewed this water NOW infermatien and by persenal knewledge and/er OR site observation certify that the above information is correct. Name:Jennifer R. Mael, P. E. Eng. LIC. No. (if applicable): C69606 Signature:______________________________________ Title/Or Proct Ma 'êr Date: February 20, 2015 - iHYDRANT 31 LOCATIONS 10 ç )f ? Al Z / 1 g , liP k.