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HomeMy WebLinkAbout5310 CARLSBAD BLVD; ; AS1301818/9/24,2:07 PM AS130181 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS130181 Job Address: 5310 CARLSBAD BL Status: APPROVED Permit Type: SPRINK Applied 10/7/2013 Parcel No: 2101111400 Approved: 10/8/2013 Lot #: U Reference No.: Issued: 10/8/2013 PC #: Inspector: Project Title: RAUSH RESIDENCE NEW RES. (2) STORY NEW WET PIPE SPRINKLER SYSTEM. GARAGE & MECH. ROOMS SPINKLED. Applicant: SYMONS FIRE PROTECTION SUITE R 1050 PIONEER WAY EL CAJON, CA 619-588-6364 Owner: RAUSCH THOMAS&PATRICIA TRUST 10-16- 81 1671 N KLAMATH PL ORANGE CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 470 0 470 0 about:blank 1/1 SYMONS FIRE PROTECTION, INC. —have—becil fol ;IIIII'LlemCompliance 1050 PIONEER WAY, SUITE R 'auth he cone it applicable codes and 5iais laid. ill torce ill [lie WU diil llcl*EL CAJON, CA 92020 ',)I all application O I LICENSE C16-682025 p, illit 5' II) he CsIMCSI lithiCt hut thu. ii i sac rclue'cs h er e own or cilliraclor or heli esoil cancer 0 aichdc br she rcsptisihiliv HYDRAULIC CALCULATIONS (I hi c iphatce with said codes and saiiihulids. uiluhlailla he building code or tor iii)' icsjuoiisihihlv a FOR deficiencies, errors. iinis ills or Ilegligence ill these ri1s shehier or not fled in this renew. RAUSH RESIDENCE Dalclof 3(7 Pl-( ()V VlNiFNl) APPROV\l V REMOTE AREA 2 HEAD CALC T , m / m fl uI.(Ii\11i N Ii\PI'kO\-\h AS N1l) FILE NUMBER: 13-328 DATE: 9-30-13 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/256 sq. ft. AREA OF APPLICATION: 512 sq. ft. - NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED 27.9 gpm TOTAL WATER REQUIRED (including hose): 32.9 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 5 BOR) : 27.9 gpm @ 36.5 psi SPRINKLER K-FACTOR (ORIFICE SIZE) : 4.9 DESIGN/LAYOUT BY: CANDI CAUDILLO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 79 psi (-10% 71PSI) RESIDUAL: 78 psi FLOW: 500 gpm WATER DEPARTMENT: CARLSBAD WATER DIST. 9-16-13 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/30/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\13-328.SDF 'JOB TITLE: RAUSH RESIDENCE - 2 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS: @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 71.0 70.0 500.0 71.0 32.9 58.8 AGGREGATE FLOW ANALYSIS: TOTAL HOSE STREAM ALLOWANCE AT SOURCE 32. 9 0.0 L PM GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) 1 0.0 SOURCE 58.8 32.9 2 3.0 - - - - 49.4 - - - 3 3.0 - - - - 45.4 4 5.0 - - - - 44.0 5 9.0 HOSE STREAM 36.5 5.0 6 15.0 - - - - 32.3 - - - 7 15.0 - - - - 30.5 8 15.0 - - - - 23.5 9 15.0 - - - - 22.7 - - - 10 15.0 - - - - 21.5 - - - 11 15.0 - - - - 21.0 - - - 12 25.0 - - - - 13.8 - - - 13 25.0 - - - - 9.4 14 25.0 K= 4.90 9.2 14.9 15 25.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/30/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\13-328.SDF JOE TITLE: RAUSH RESIDENCE - 2 HEAD CALC PIPE DATA - PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 32.9 0.995 PL 20.00 PF 8.1 1 0.0 SRCE 58.8 (N/A) 13.6 150 FTG TG PE -1.3 2 3.0 0.0 49.4 0.0 0.280 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 49.4 0.0 4.0 psi, 32.9 gpm 3 3.0 0.0 45.4 0.0 Pipe: 3 32.9 2.003 PL 55.00 PF 0.5 3 3.0 0.0 45.4 0.0 3.3 150 FTG 3.0 PE -0.9 4 5.0 0.0 44.0 0.0 0.009 TL 58.00 PV Pipe: 4 32.9 1.025 PL 5.00 PF 5.8 4 5.0 0.0 44.0 0.0 12.8 150 FTG 19.0 PE -1.7 5 9.0 H.S. 36.5 5.0 0.242 TL 24.00 PV Pipe: 5 27.9 1.101 PL 6.00 PF 1.6 5 9.0 H.S. 36.5 5.0 9.4 150 FTG 7.0 PE -2.6 6 15.0 0.0 32.3 0.0 0.126 TL 13.00 PV Pipe: 6 27.9 1.101 PL 2.00 PF 1.8 6 15.0 0.0 32.3 0.0 9.4 150 FTG 12.0 PE 0.0 7 15.0 0.0 30.5 0.0 0.126 TL 14.00 PV Pipe: 7 15.5 0.874 PL 24.00 PF 7.0 7 15.0 0.0 30.5 0.0 8.3 150 FTG 30.0 PE 0.0 8 15.0 0.0 23.5 0.0 0.130 TL 54.00 PV Pipe: 8 4.0 0.874 PL 50.00 PF 0.8 8 15.0 0.0 23.5 0.0 2.1 150 FTG 24.0 PE 0.0 9 15.0 0.0 22.7 0.0 0.010 TL 74.00 PV Pipe: 9 4.0 0.874 PL 74.00 PF 1.2 9 15.0 0.0 22.7 0.0 2.1 150 FTG 36.0 PE 0.0 10 15.0 0.0 21.5 0.0 0.010 TL 110.00 PV Pipe: 10 4.0 0.874 PL 27.00 PF 0.6 10 15.0 0.0 21.5 0.0 2.1 150 FTG 26.0 PE 0.0 11 15.0 0.0 21.0 0.0 - 0.010 T-L -53.00 PV Pipe: 11 12.4 0.874 PL 61.00 PP 9.5 7 15.0 0.0 30.5 0.0 6.6 150 FTG 49.0 PE 0.0 11 15.0 0.0 21.0 0.0 0.087 TL 110.00 PV Pipe: 12 11.5 0.874 PL 39.00 PP 5.4 8 15.0 0.0 23.5 0.0 6.2 150 -FTG 32.0 PE -4.3 12 25.0 0.0 13.8 0.0 0.075 TL 71.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/30/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\13-328.SDF 'JOB TITLE: RAUSH RESIDENCE - 2 HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 16.4 0.874 FL 25.00 PF 7.2 11 15.0 0.0 21.0 0.0 8.8 150 FTG 25.0 PE -4.3 13 25.0 0.0 9.4 0.0 0.145 IL 50.00 PV Pipe: 14 11.5 0.874 PL 37.00 PF 4.5 12 25.0 0.0 13.8 0.0 6.2 150 FTG 23.0 FE 0.0 14 25.0 4.9 9.2 14.9 0.075 TL 60.00 PV Pipe: 15 -3.4 0.874 PL 8.00 PF 0.2 14 25.0 4.9 9.2 14.9 1.8 150 FTG 13.0 FE 0.0 13 25.0 0.0 9.4 0.0 0.008 TL 21.00 PV Pipe: 16 13.0 0.874 FL 10.00 PF 2.4 13 25.0 0.0 9.4 0.0 7.0 150 FTG 15.0 PE 0.0 15 25.0 4.9 7.0 13.0 0.094 TL 25.00 PV NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 38071930 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 0.001 gpm and a maximum imbalance at any node of 0.010 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.6 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 70.99 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/30/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\13-328.SDF JOB TITLE: RAUSH RESIDENCE - 2 HEAD CALC PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F T L C B G A D N Eli Tee LngEl1 ChkViv BfyVlv GatViv AimChk DPVlv NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 1 70.0 A 60.02 50.0 P R E S 40.0 S U R E 30.0 WATER SUPPLY ANALYSIS Static: 71.00 psi Resid: 70.00 l -- ---------------2 ;i Flow: 500.0 gpm LEGEND vailable pressure 0.99 psi @ 32.9 gpm equired pressure - - - 9.85 psi 8 32.9 gpm Source Supply Curve System Demand Curve 20.0 - S i B 10.0 - -14.7 200 300 400 500 600 700 800 900 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Resutts) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/30/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\13-328.SDF 'JOB TITLE: RAUSH RESIDENCE - 2 HEAD CALC WATER SUPPLY CURVE 72+ Q\\\\\\\\\\\\\\\\\* <-70.0 psi @ 500 gpm Flow Test Point 66+ 60+ x 54+ P 48+ R I E I S S 42+ U I R I E I 36+ P S I I 30+ 24+ 18+ 12+ LEGEND I I 'I X = Required Water Supply 58.85 psi 8 32.9 gpm 6+ 0 = Available Water Supply 70.99 psi 8 32.9 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)