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HomeMy WebLinkAbout4980 AVENIDA ENCINAS; ; AS050185; Permit10/8/2020 AS050185 Permit Data City of Carlsbad Sprinkler Permit 4980 AVEN IDA Job Address: ENCINAS Permit Type: SPRINK Parcel No: 2100110200 Lot #: 0 Permit No: AS050185 Status: ISSUED Applied 9/16/2005 Approved: 12/2/2005 Reference No.: Issued: 12/2/2005 PC #: Inspector: Project Title WEST STEAKS & SEAFOOD FIRE SPRINKLER INSPECTIONS 7 1/2 HRS. @ $60/HR Applicant: Owner: SOUTHLAND FIRE PROTECTION, INC 4733 PT. LOMA AV SAN DIEGO, CA 92107 619-523-1400 Fees ($) Add'I Fees ($) Total ($) Balance ($) L450 0 450 0 ill SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS APPROVED A) q,i/oç FOR APPROVED PS NOTED NOT APPROVED, RESUBMIT WEST STEAKS AND SEAFOOD I CARLDBAD CHECKING IS ONLY FOR COFORMAN California WITH THE DES!GN CONCEPT I THE REVISION - 1 I PROJErT P: COMPLIANCE WITH THE IFORPT3 GVEN IN THE CONTRACT DOCWEiTS CONTRACTOR IS RESPONSIBLE FJ LNS)S TO BE CONFIRMED uD CL![ED AT THE JOB L AND FOR CQORDINATWN OF THE OF_ALL TRADES. DINING ROOM /1 .lWl 0.10 GPM/SQ.FT. 1500 SQ.FT HLE CDPV 12-4 X 8 (GREATEST) 21 sprinklers 412.4 gpm 512.4 gpm 412.4 gpm @ 45.8 psi 1/2 inch AFILE NUMBER: 05-138 ADATE: SEP 14 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: S. tJREN AUTHORITY HAVING JURISDICTION: CITY OF SAN DIEGO CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE it 27091255 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/14/2005 C:\HASS77\WESTSTEAKS-1R-1.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 90.0 65.0 1200.0 84.8 512.4 70.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 512.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 412.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Al 10.5 K= 5.60 10.3 18.0 A2 10.5 K= 5.60 12.0 19.4 A3 10.5 K= 5.60 11.5 19.0 A4 10.5 K= 5.60 11.5 19.0 A5 10.5 K= 5.60 11.4 18.9 Bi 14.1 K= 5.60 9.5 17.3 B2 14.1 K= 5.60 10.5 18.2 B3 14.1 K= 5.60 11.7 19.1 B4 14.1 K= 5.60 11.4 18.9 Cl 19.6 K= 5.60 7.0 14.8 C2 19.6 K= 5.60 7.7 15.5 C3 19.6 K= 5.60 8.6 16.5 C4 19.6 K= 5.60 10.8 18.4 C5 19.6 K= 5.60 12.1 19.5 C6 19.6 K= 5.60 13.6 20.6 Dl 19.6 K= 5.60 13.5 20.6 D2 19.6 K= 5.60 15.2 21.8 D3 19.6 K= 5.60 17.0 23.1 D4 19.6 K= 5.60 21.0 25.7 D5 19.6 K= 5.60 19.5 24.7 D6 19.6 K= 5.60 17.5 23.4 1 10.5 - - - - 14.6 10 10.5 - - - - 11.3 11 10.5 - - - - 12.7 12 10.5 - - - - 13.1 13 10.5 - - - - 12.8 14 10.5 - - - - 12.6 2 14.1 - - - - 13.3 21 14.1 - - - - 10.8 21A 14.1 - - - - 11.6 - - - 22 14.1 - - - - 12.0 23 14.1 - - - - 13.0 3 19.6 - - - - 11.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/14/2005 C:\HASS77\WESTSTEAKS-1R-LSDF - JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 31 19.6 - - - - 7.6 32 19.6 - - - - 8.4 33 19.6 - - - - 9.4 34 19.6 - - - - 13.1 35 19.6 - - - - 14.7 - - - 4 19.6 - - - - 22.8 41 19.6 - - - - 14.8 - - - 42 19.6 - - - - 16.6 - - - 43 19.6 - - - - 18.5 44 19.6 - - - - 21.2 - - - 45 19.6 - - - - 19.1 RI 12.4 - - - - 40.1 - - - R2 3.0 - - - - 45.8 Ui -3.0 - - - - 49.2 U2 -3.0 - - - - 51.9 U3 -3.0 - - - - 61.9 SOURCE -3.0 SOURCE 70.4 412.4 SPRINKLER SYSTEM vtciui. DATE: 9/14/2005 C:\HASS77\WESTSTEAKS-lR-i.bU JOB TITLE: 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 -18.0 1.049 FL 2.16 PF 1.0 Al 10.5 5.6 10.3 18.0 6.7 120 FTG ET FE 0.0 10 10.5 0.0 11.3 0.0 0.107 TL 9.16 PV Pipe: 2 -19.4 1.049 PL 2.16 PF 1.1 A2 10.5 5.6 12.0 19.4 7.2 120 FTG ET FE 0.0 12 10.5 0.0 13.1 0.0 0.123 TL 9.16 PV Pipe: 3 -19.0 1.049 PL 4.75 PF 1.4 A3 10.5 5.6 11.5 19.0 7.0 120 FTG ET PE 0.0 13 10.5 0.0 12.8 0.0 0.118 TL 11.75 PV Pipe: 4 -19.0 1.049 FL 4.08 PF 1.3 A4 10.5 5.6 11.5 19.0 7.1 120 FTG ET FE 0.0 13 10.5 0.0 12.8 0.0 0.119 TL 11.08 PV Pipe: 4A -18.9 1.049 FL 3.42 PP 1.2 A5 10.5 5.6 11.4 18.9 7.0 120 FTG ET FE 0.0 14 10.5 0.0 12.6 0.0 0.117 TL 10.42 PV Pipe: 4B -17.3 1.049 PL 5.75 PF 1.3 Bi 14.1 5.6 9.5 17.3 6.4 120 FTG ET FE 0.0 21 14.1 0.0 10.8 0.0 0.099 TL 12.75 PV Pipe: 5 -18.2 1.049 FL 6.25 PP 1.4 B2 14.1 5.6 10.5 18.2 6.7 120 FTG ET FE 0.0 22 14.1 0.0 12.0 0.0 0.109 TL 13.25 PV Pipe: 6 -19.1 1.049 PL 7.00 PF 1.7 B3 14.1 5.6 11.7 19.1 7.1 120 FTG ET FE 0.0 2 14.1 0.0 13.3 0.0 0.120 TL 14.00 PV Pipe: 6A -18.9 1.049 FL 6.50 PP 1.6 B4 14.1 5.6 11.4 18.9 7.0 120 FTG ET FE 0.0 23 14.1 0.0 13.0 0.0 0.117 TL 13.50 FV Pipe: 7 -14.8 1.049 FL 1.16 PF 0.6 Cl 19.6 5.6 7.0 14.8 5.5 120 FTG ET FE 0.0 31 19.6 0.0 7.6 0.0 0.075 TL 8.16 PV Pipe: 8 -15.5 1.049 PL 1.16 PP 0.7 C2 19.6 5.6 7.7 15.5 5.8 120 FTG ET FE 0.0 32 19.6 0.0 8.4 0.0 0.081 TL 8.16 PV Pipe: 9 -16.5 1.049 FL 1.16 PF 0.7 C3 19.6 5.6 8.6 16.5 6.1 120 FTG ET FE 0.0 33 19.6 0.0 9.4 0.0 0.091 TL 8.16 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/14/2005 C:\HASS77\WESTSTEAKS-1R-1.SDF JOB TITLE: 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: 10 -18.4 1.049 PL 0.83 PF 0.9 C4 19.6 5.6 10.8 18.4 6.8 120 FTG ET PE 0.0 3 19.6 0.0 11.7 0.0 0.112 TL 7.83 PV Pipe: 11 -19.5 1.049 PL 1.16 PF 1.0 C5 19.6 5.6 12.1 19.5 7.2 120 FTG ET PE 0.0 34 19.6 0.0 13.1 0.0 0.124 TL 8.16 PV Pipe: 12 -20.6 1.049 FL 1.16 PF 1.1 C6 19.6 5.6 13.6 20.6 7.7 120 FTG ET PE 0.0 35 19.6 0.0 14.7 0.0 0.138 TL 8.16 PV Pipe: 13 -20.6 1.049 PL 1.92 PF 1.2 Dl 19.6 5.6 13.5 20.6 7.6 120 FTG ET PE 0.0 41 19.6 0.0 14.8 0.0 0.138 TL 8.92 PV Pipe: 14 -21.8 1.049 PL 1.92 PF 1.4 D2 19.6 5.6 15.2 21.8 8.1 120 FTG ET FE 0.0 42 19.6 0.0 16.6 0.0 0.153 TL 8.92 PV Pipe: 15 -23.1 1.049 FL 1.92 PF 1.5 D3 19.6 5.6 17.0 23.1 8.6 120 FTG ET FE 0.0 43 19.6 0.0 18.5 0.0 0.169 TL 8.92 PV Pipe: 16 -25.7 1.049 PL 1.58 PF 1.8 D4 19.6 5.6 21.0 25.7 9.5 120 FTG ET PE 0.0 4 19.6 0.0 22.8 0.0 0.206 TL 8.58 PV Pipe: 17 -24.7 1.049 FL 1.92 PF 1.7 D5 19.6 5.6 19.5 24.7 9.2 120 FTG ET PE 0.0 44 19.6 0.0 21.2 0.0 0.193 TL 8.92 PV Pipe: 17A -23.4 1.049 PL 1.92 PF 1.6 D6 19.6 5.6 17.5 23.4 8.7 120 FTG ET PE 0.0 45 19.6 0.0 19.1 0.0 0.174 TL 8.92 PV Pipe: 18 -18.0 1.049 PL 8.00 PF 1.4 10 10.5 0.0 11.3 0.0 6.7 120 FTG T FE 0.0 11 10.5 0.0 12.7 0.0 0.107 TL 13.00 PV Pipe: 19 -18.0 1.380 FL 8.00 PF 0.4 11 10.5 0.0 12.7 0.0 3.9 120 FTG T FE 0.0 12 10.5 0.0 13.1 0.0 0.028 TL 14.00 PV Pipe: 20 -37.4 1.380 FL 8.00 PF 1.5 12 10.5 0.0 131 0.0 8.0 120 FTG T FE 0.0 1 10.5 0.0 14.6 0.0 0.109 TL 14.00 PV Pipe: 20B -18.9 1.610 FL 8.00 PF 0.2 14 10.5 0.0 12.6 0.0 3.0 120 FTG T PE 0.0 13 10.5 0.0 12.8 0.0 0.015 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/14/2005 C:\HASS77\WESTSTEAKS-1R-1.SDF JOB TITLE: 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: 21 -56.9 1.610 PL 8.00 PF 1.8 13 10.5 0.0 12.8 0.0 9.0 120 FTG T FE 0.0 1 10.5 0.0 14.6 0.0 0.112 TL 16.00 PV Pipe: 22 -17.3 1.049 PL 8.00 PP 0.8 21 14.1 0.0 10.8 0.0 6.4 120 FTG ---- FE 0.0 21A 14.1 0.0 11.6 0.0 0.099 TL 8.00 PV Pipe: 23 -17.3 1.380 FL 8.00 PP 0.4 21A 14.1 0.0 11.6 0.0 3.7 120 FTG T PE 0.0 22 14.1 0.0 12.0 0.0 0.026 TL 14.00 PV Pipe: 24 -35.5 1.380 FL 8.00 PF 1.4 22 14.1 0.0 12.0 0.0 7.6 120 FTG T FE 0.0 2 14.1 0.0 13.3 0.0 0.099 TL 14.00 PV Pipe: 24A -18.9 1.610 PL 16.00 PF 0.3 23 14.1 0.0 13.0 0.0 3.0 120 FTG T PE 0.0 2 14.1 0.0 13.3 0.0 0.015 TL 24.00 PV Pipe: 25 -14.8 1.049 FL 8.00 PF 0.7 31 19.6 0.0 7.6 0.0 5.5 120 FTG E PE 0.0 32 19.6 0.0 8.4 0.0 0.075 TL 10.00 PV Pipe: 26 -30.3 1.380 PL 8.00 PP 1.0 32 19.6 0.0 8.4 0.0 6.5 120 FTG T PE 0.0 33 19.6 0.0 9.4 0.0 0.074 TL 14.00 PV Pipe: 26A -46.8 1.380 FL 8.00 PP 2.3 33 19.6 0.0 9.4 0.0 10.0 120 FTG T FE 0.0 3 19.6 0.0 11.7 0.0 0.165 TL 14.00 PV Pipe: 27 -20.6 1.049 FL 8.00 PF 1.8 41 19.6 0.0 14.8 0.0 7.6 120 FTG T PE 0.0 42 19.6 0.0 16.6 0.0 0.138 TL 13.00 PV Pipe: 28 -42.4 1.380 FL 8.00 PP 1.9 42 19.6 0.0 16.6 0.0 9.1 120 FTG T FE 0.0 43 19.6 0.0 18.5 0.0 0.138 TL 14.00 PV Pipe: 29 -65.5 1.380 FL 8.00 PF 4.3 43 19.6 0.0 18.5 0.0 14.1 120 FTG T FE 0.0 4 19.6 0.0 22.8 0.0 0.307 TL 14.00 PV Pipe: 37 -94.3 3.260 FL 8.00 PF 0.3 1 10.5 0.0 14.6 0.0 3.6 120 FTG T FE -1.6 2 14.1 0.0 13.3 0.0 0.009 TL 28.16 PV Pipe: 38 -167.8 3.260 PL 8.00 PF 0.7 2 14.1 0.0 13.3 0.0 6.4 120 FTG T FE -2.4 3 19.6 0.0 11.7 0.0 0.027 TL 28.16 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/14/2005 C:\HASS77\WESTSTEAKS-1R--1.SDF JOB TITLE: 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: 39 -233.0 3.260 PL 8.33 PF 1.4 3 19.6 0.0 11.7 0.0 9.0 120 FTG T PE 0.0 34 19.6 0.0 13.1 0.0 0.049 TL 28.49 PV Pipe: 39A -252.5 3.260 PL 8.00 PF 1.6 34 19.6 0.0 13.1 0.0 9.7 120 FTG T PE 0.0 35 19.6 0.0 14.7 0.0 0.057 TL 28.16 PV Pipe: 39B -273.1 3.260 PL 27.83 PF 4.4 35 19.6 0.0 14.7 0.0 10.5 120 FTG 2ET PE 0.0 45 19.6 0.0 19.1 0.0 0.066 TL 66.80 PV Pipe: 39C -296.5 3.260 PL 8.00 FT 2.1 45 19.6 0.0 19.1 0.0 11.4 120 FTG T PE 0.0 44 19.6 0.0 21.2 0.0 0.076 TL 28.16 PV Pipe: 39D -321.3 3.260 PL 8.33 PF 1.6 44 19.6 0.0 21.2 0.0 12.3 120 FTG E PE 0.0 4 19.6 0.0 22.8 0.0 0.088 TL 17.74 PV Pipe: 40 -412.4 3.260 PL 62.33 PF 14.2 4 19.6 0.0 22.8 0.0 15.9 120 FTG 2ET FE 3.1 Ri 12.4 0.0 40.1 0.0 0.140 TL 101.30 PV Pipe: 41 -412.4 4.260 PL 9.40 PF 1.6 Ri 12.4 0.0 40.1 0.0 9.3 120 FTG CG PE 4.1 R2 3.0 0.0 45.8 0.0 0.038 TL 41.00 PV Pipe: 44 -412.4 4.260 PL 9.00 PF 0.8 R2 3.0 0.0 45.8 0.0 9.3 120 FTG E PE 2.6 Ui -3.0 0.0 49.2 0.0 0.038 TL 22.17 PV Pipe: 45 -412.4 4.260 PL 18.75 PF 2.7 Ui -3.0 0.0 49.2 0.0 9.3 120 FTG 4E FE 0.0 U2 -3.0 0.0 51.9 0.0 0.038 TL 71.42 PV Pipe: 46 FIXED PRESSURE LOSS DEVICE U3 -3.0 0.0 61.9 0.0 10.0 psi, 412.4 gpm U2 -3.0 0.0 51.9 0.0 Pipe: 47 -412.4 4.260 FL 153.25 PF 8.5 U3 -3.0 0.0 61.9 0.0 9.3 120 FTG 3ETG FE 0.0 SOURCE -3.0 SRCE 70.4 (N/A) 0.038 TL 221.72 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/14/2005 C:\HASS77\WESTSTEAKS-1R-l.SDF JOB TITLE: NOTES: Calculations were performed by the HASS 7.7 computer program under license no. 27091255 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 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 0.057 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.9 ft/sec at pipe 40. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIF PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkViv BfyVlv GatVlv AlmChk DPVlv NPTee 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEii ChkViv BfyViv GatVlv AimChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 CD CD co r-1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/14/2005 C:\HASS77\WESTSTEAKS-lR-l.SDF JOB TITLE: Wa) 0.. a U) 00 • .4 •>,t D )( O( (a N 04 -I Z Q) Ia.) a --1(L) U)Ou)O(1) 1 -I a) -1( U) U) (a 14 a)) 0.. I-) ... cJ ci .-1 (I) ü) '-4 (I) 0.. D -- D '-C 0 '- 1-) (U 4.) cn 0 44 I o CD C) CD CD CD • • • CD CD 0 CD • CD CD CD CD '.0 (N -4 -0..U)H--- r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/14/2005 C:\HASS77\WESTSTEAKS-lR-l.SDF JOB TITLE: WATER SUPPLY CURVE 96+ 88+ \\ \\ 0 \\ \\ 80+ \\ I \\ \\ I \\ 72+ \\ x \\ * <-65.0 psi @ 1200 gpm P 64+ Flow Test Point R I E I S I S 56+ U R E I 48+ P S I I 40+ 32+ 24+ 16+ LEGEND I I 'V X = Required Water Supply I 70.41 psi @ 512.4 gpm 8+ 0 = Available Water Supply I 84.82 psi @ 512.4 gpm 0++-+---+-•----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)