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HomeMy WebLinkAbout2180 RUTHERFORD RD; ; AS150299; Permit5/22/25, 11:01 AM AS150299 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS150299 2180 RUTHERFORD Job Address: Status: ISSUED RD Permit Type: SPRINK Applied 9/29/2015 Parcel No: 2120702500 Approved: 9/29/2015 Lot #: 0 Reference No.: Issued: 9/29/2015 PC #: Inspector: Project Title: CALLAWAY GOLF HEADQUARTERS TI 23,021 SF T.I. TO REMODEL EXISTING WAREHOUSE SPACE INTO MANUFACTURING AND OFFICE SPACES. PROVIDE ASSOCIATED MECHANICAL, PLUMBING AND ELECTRICAL WITHIN THIS EXISTING TWO-STORY TILT-UP CONCRETE AND GLASS BLDG. PROVIDE MINOR DEMO WORK AS REQUIRED. ADD 368 SF OF MEZZANINIE AREA. REMODEL EXISTING HALL AND LOBBY SPACES INTO FIREST AND SECOND FLOOR SHOWROOM SPACES. NO NEW PROCESSES OR HAZ MATERIALS ARE BEING ADDED UNDER THIS PERMIT. NO HAZ MATERIALS WILL BE STORED AND/OR USED WITHIN THIS BLDG. WHICH EXCEEED THE QUANTITIES LISTED IN THE 'HAZARDOUS MATERIALS' REPORT BY KLAUSBRUCKNER & ASSOCIATES, DATED 11/25/14. FORCED AIRE (COMPRESSED AIR) OR SIMILAR METHODS SHALL BE USED TO REMOVE DUST FROM SURFACES. Applicant: WEST COAST FIRE PROTECTION 271 ROYMAR RD SUITE F OCEANSIDE, CA Owner: CALLAWAY GOLF CO 2180 RUTHERFORD RD CARLSBAD CA about:blank 112 5/22/25, 11:01 AM AS150299 Permit Data (760)754-8472 Fees ($) I Add'l Fees. ($) Total ($) 1 Balance ($) 355 1 0 355 1 0 about:blank 2/2 t WEST COAST FIRE PROTECTION 271 ROYMAR ROAD SUITE F OCEANSIDE,CA 92054 HYDRAULIC CALCULATIONS FOR Callaway Headquarters Bldg. Remodel T.I. FILE NUMBER: DATE: SEP 22, 2015 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT (EC-14 20X20) DENSITY: .10 gpm/sq. ft. (40 GPM REQ'D) AREA OF APPLICATION: 1500 sq. ft. (5 SPRINKLERS) COVERAGE PER SPRINKLER: 400 sq. ft 1J13 NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers U TOTAL SPRINKLER WATER FLOW REQUIRED: 220.6 gpm WHI TOTAL WATER REQUIRED (including hose) 320.6 gpm FLOW AND PRESSURE (@ BOR): 221.6 gpm @ 41.6 psi SPRINKLER ORIFICE SIZE: LARGE ORIFICE K-14 NAME OF CONTRACTOR: WEST COAST FIRE PREVENTION DESIGN/LAYOUT BY: DAN AMATO AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPARTMENT CONTRACTORCERTIFICATION NUMBER: C-16 997208 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27081246 HRS SYSTEMS, INC. TUCKER, GA 30084 AS150299 120. 0 100. 0 G A U G P R E S S 60.0. U R E 40.0 p S ± 20.0 Wei -14.7 WATER SUPPLY ANALYSIS Static: 101.70 psi Resid: 100.70 psi Flow: 1545.0 gpm 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/22/2015 C:\HASSDATA\CALLAWAy HQ T.I. 2015.SDF JOB TITLE: CALLWAY GOLF HQ T.I. 2015 NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GEM) (PSI) SOURCE 101.7 100.7 1545.0 320.6 .AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 320.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GEM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 220.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 14.0 K=14.00 10.0 44.2 2 33.6 - - - - 21.8 - - - 3 14.0 K=14.00 10.2 44.7 4 33.6 - - - - 22.5 - - - 5 14.0 K=14.00 10.5 45.5 6 33.6 - - - - 23.5 - - - 7 14.0 K=14.00 10.9 46.3 8 33.6 - - - - 23.3 - - - 9 33.6 K=14.00 8.2 40.0 10 33.6 - - - - 24.1 - - - A 33.6 - - - - 26.3 - - - B 33.6 - - - - 26.3 - - - C 33.6 - - - - 26.5 - - - D 33.6 - - - - 27.1 - - - TOR 33.6 - - - - 27.2 BOR 0.5 - - - - 41.6 - - - Ui -3.0 - - - - 43.2 - - - U2 -3.0 - - - - 43.2 - - - BF1 3.0 - - - - 40.6 - - - SF2 3.0 - - - - 46.6 - - - U3 -3.0 - - - - 49.2 - - - SOURCE -3.0 SOURCE 49.5 220.6 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/22/2015 C:\1-IASSDATA\CALLAWAY HQ T.I. 2015.SDF JOB TITLE: CALLWAY GOLF HQ T.I. 2015 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 14.00 44.2 Disch 23.00 120 11.8 2 33.6 21.8 0.0 1.000 4E: 8.0 13.00 8.5 1 14.0 10.0 44.2 1.049 T: 5.0 36.00 0.564 Pipe: 2 14.00 44.7 Disch 23.00 120 12.3 4 33.6 22.5 0.0 1.000 4E: 8.0 13.00 8.5 3 14.0 10.2 44.7 1.049 T: 5.0 36.00 0.576 20.8 Pipe: 3 14.00 45.5 Disch 23.00 120 12.9 6 33.6 23.5 0.0 1.000 4E: 8.0 13.00 8.5 5 14.0 10.5 45.5 1.049 T: 5.0 36.00 0.595 21.4 Pipe: 4 14.00 46.3 Disch 21.00 120 12.4 8 33.6 23.3 0.0 1.000 4E: 8.0 13.00 8.5 7 14.0 10.9 46.3 1.049 T: 5.0 34.00 0.614 20.9 Pipe: 5 14.00 40.0 Disch 21.00 120 15.9 10 33.6 24.1 0.0 1.000 4E: 8.0 13.00 0.0 9 33.6 8.2 40.0 1.049 T: 5.0 34.00 0.469 15.9 Pipe: 6 0.0 0.0 14.27 120 0.7 4 33.6 22.5 44.2 1.500 ---- 0.00 0.0 2 33.6 21.8 44.2 1.728 14.27 0.050 0.7 Pipe: 7 0.0 44.2 2 18.00 120 1.0 6 33.6 23.5 44.7 3 2.000 ---- 0.00 0.0 4 33.6 22.5 88.9 2.203 18.00 0.055 1.0 Pipe: 8 0.0 88.9 4 10.00 120 2.8 A 33.6 26.3 45.5 5 2.000 T:13.6 13.64 0.0 6 33.6 23.5 134.4 2.203 23.64 0.119 2.8 Pipe: 9 0.0 0.0 14.27 120 0.8 10 33.6 24.1 46.3 1.500 ---- 0.00 0.0 8 33.6 23.3 46.3 1.728 14.27 0.054 0.8 Pipe: 10 0.0 46.3 8 28.00 120 2.2 B 33.6 26.3 40.0 9 2.000 T:13.6 13.64 0.0 10 33.6 24.1 86.3 2.203 41.64 0.052 2.2 Pipe: 11 0.0 0.0 22.00 120 0.0 B 33.6 26.3 134.4 6 6.000 ---- 0.00 0.0 A 33.6 26.3 134.4 6.357 22.00 0.001 0.0 Pipe: 12 0.0 134.4 A 84.00 120 0.2 C 33.6 26.5 86.3 10 6.000 T:38.0 38.00 0.0 B 33.6 26.3 220.6 6.357 122.00 0.002 0.2 Pipe: 13 0.0 0.0 291.45 120 0.6 D 33.6 27.1 220.6 B 6.000 4E:72.0 72.00 0.0 C 33.6 26.5 220.6 6.357 363.45 0.002 0.6 - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/22/2015 C:\HASSDATA\CALLAWAY HQ T.I. 2015.SDF JOB TITLE: CALLWAY GOLF HQ T.I. 2015 Pipe Tag K-fac Frm Node El (ft) PT To Node El (ft) PT Pipe: 14 0.0 TOR 33.6 27.2 33.6 27.1 Pipe: 15 0.0 .BOR 0.5 41.6 TOR 33.6 27.2 Pipe: 16 Ui -3.0 BOR 0.5 Pipe: 17 U2 -3.0 Ui -3.0 Pipe: 18 BFi 3.0 U2 -3.0 Pipe: 19 B F2 3.0 BF1 3.0 Add Fl Add Fl To Fit: L C (Pt) (q) Node/ Nom ID Eq.Ln. F (Pe) Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) 0.0 43.08 120 0.1 220.6 C 6.000 E:18.0 18.00 0.0 220.6 6.357 61.08 0.002 0.1 0.0 3E:63.0 33.08 120 14.4 220.6 D 8.000 T:41.0 109.00 -14.3 220.6 8.249 G: 5.0 142.08 0.000 0.1 0.0 20.00 140 1.5 220.6 TOR 8.000 L:22.0 22.00 -1.5 220.6 8.390 42.00 0.000 0.0 0.0 145.00 150 0.1 220.6 BOR 8.000 2L:40.8 40.82 0.0 220.6 8.044 185.82 0.000 0.1 0.0 6.00 140 2.6 220.6 Ui 8.000 L:22.0 29.00 2.6 220.6 8.390 G: 7.0 35.00 0.000 0.0 0.0 Fixed Pressure Loss Device 220.6 U2 6.0 psi, 220.g-_.. 220.6 0.0 43.2 41.6 0.0 43.2 43.2 0.0 40.6 43.2 Pipe: 20 0.0 0.0 6.00 140 2.6 U3 -3.0 49.2 220.6 BFi 8.000 L:22.0 29.00 -2.6 B F2 3.0 46.6 220.6 8.390 G: 7.0 35.00 0.000 0.0 Pipe: 2.1 Source 0.0 T:55.0 610.00 150 0.3 SOURCE -3.0 49.5 220.6 BF2 8.000 5L102.1 163.29 0.0 U3 -3.0 49.2 220.6 8.044 G: 6.3 773.29 0.000 0.3 NOTES (HASS) Calculations were performed by the MASS 8.5 computer program under license no. 27081246 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 0.006 gprn and a maximum imbalance at any node of 0.132 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 17.2 ft/sec at pipe 4. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/22/2015 C:\HASSDATA\CALLAWAY HQ T.I. 2015.SDF JOB TITLE: CALLWAY GOLF HQ T.I. 2015 Available pressure at source node SOURCE under full flow conditions is 101.59 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP -PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C IB G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00