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HomeMy WebLinkAbout7720 RANCHO SANTA FE RD; ; AS150141; Permit12/6/24, 10:52 AM AS150141 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS150141 7720 RANCHO Job Address: Status: ISSUED SANTA FE RD Permit Type: SPRINK Applied 5/14/2015 Parcel No: 2230602800 Approved: 5/19/2015 Lot #: 0 Reference No.: Issued: 5/19/2015 PC #: Inspector: Project Title: RANCHO LA COSTA VILLAGE NEW FIRE SPRINKLER SYSTEMS COMPLETE AND READY TO USE TO A NEW (2) LEVEL COMMERCIAL BUILDING PER NFPA 13 2013 EDITION AND PER THE REQUIREMENTS OF THE CITY OF CARLSBAD FIRE DEPT. Applicant: INNOVATIVE FIRE PROTECTION INC STE 101 8779 COTTONWOOD AV SANTEE CA (619) 593-8200 (619)593-9133 Owner: SANTA FE LA COSTA L LC 9404 GENESEE AVE #330 LA JOLLA CA Fees ($) lAddI Fees ($) 0 Balance 350 0 350 about:blank 1/1 THERE ARE NO PLANS ASSOCIATED WITH THIS PERMIT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/23/2015 C:\HASS83\C5821 RANCHO LA COSTA DA2.SDF JOB TITLE: RANCHO LA COSTA VILLAGE SHELL 2ND FLR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D T NODE AG PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. (PSI) (GPM) (PSI) _LESL)._ - These pIny havc hcen ioiewcc) tol apttteitt rotttpl alice SRC - 106 .2 104 .4 1663 0 105 9 Uscutt.tu -iieahle codys aid stiidaols 5 Oil ii jctti 2tci. Ut COI iclor InnS utihtc lIt evicill support Of all !Ill 0 hfflldlllP lilt with he express uiiderstaiidiilp that Itlix lo less no it reiii the owtler or coIitraciol' lit ilteit AGGREGATE FLOW ANALYSIS:ill pie iitii e ricer or architect br sole icxpoirithtlit\ tic till coittplitittce with said codes and standards irteluditip the hitilditig code or For ntis respottsihilty I deticiettejes. errors. otitissiorts or tteglteiice it iliesi TOTAL FLOW AT SOURCE 606.6 GPM iluiis sstrcriter or tot toted in this review TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM GPM Ietiewet6ó4' OTHER HOSE STREAM ALLOWANCES 0.0 TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 356.6 GPM iehCt iutxiu AROVAL. ;s NOTEI NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 0.0 SOURCE 103.2 356.6 BF1 0.0 - - - - 102.9 - - - BF2 0.0 - - - - 90.9 - - - DIP 0.0 - - - - 90.4 - - - BOR 1.0 - - - - 89.3 - - - TOR 105 - - - - 83.9 - - 1A 10.5 - - - - 76.0 - - - lB 10.5 - - - - 56.2 - - - 2A 23.0 - - - - 44.8 - - - 2B 23.0 - - - - 32.1 - - - 2C 23.0 - - - - 30.1 - - - 2D 23.0 - - - - 29.6 - - - 201 23.0 K= 5.60 27.5 29.4 202 23.0 K= 5.60 26.1 28.6 203 23.0 K= 5.60 25.7 28.4 204 23.0 K= 5.60 29.4 30.4 205 23.0 K= 5.60 23.8 27.3 206 23.0 K= 5.60 21.4 25.9 207 23.0 K= 5.60 20.2 25.2 208 23.0 K= 5.60 19.9 25.0 209 23.0 K= 5.60 28.9 30.1 210 23.0 K= 5.60 25.1 28.1 211 23.0 K= 5.60 22.6 26.6 212 23.0 K= 5.60 21.4 25.9 213 23.0 K= 5.60 21.1 25.7 AS150141 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/23/2015 C:\HASS83\C5821 RANCHO LA COSTA DA2.SDF JOB TITLE: RANCHO LA COSTA VILLAGE SHELL 2ND FLR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) I-iW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 356.6 6.080 PL 40.00 PF 0.3 SRC 0.0 SRCE 103.2 (N/A) 3.9 150 FTG TG PE 0.0 BFI 0.0 0.0 102.9 0.0 0.003 TL 91.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE BF1 0.0 0.0 102.9 0.0 12.0 psi, 356.5 gpm BF2 0.0 0.0 90.9 0.0 Pipe: 3 356.5 6.080 PL 80.00 PF 0.5 BF2 0.0 0.0 90.9 0.0 3.9 150 FTG 3E PE 0.0 DIP .0.0 .0..0 904 0.0 0.003 TL 146.00 PV Pipe: 4 356.5 6.280 PL 158.00 PF 0.7 DIP 0.0 0.0 90.4 0.0 3.7 140 FTG 2E PE -0.4 BOR 1.0 0.0 89.3 0.0 0.003 TL 202.00 PV Pipe: 5 356.5 4.310 PL 11.00 PF 1.2 BOR 1.0 0.0 89.3 0.0 7.8 120 FTG CG PE -4.1 TOR 10.5 0.0 83.9 0.0 0.028 TL 44.45 PV Pipe: 6 356.5 2.703 PL 11.00 PF 7.9 TOR 10.5 0.0 83.9 0.0 19.9 120 FTG 2E PE 0.0 1A 10.5 0.0 76.0 0.0 0.267 TL 29.66 PV Pipe: 7 356.5 2.703 PL 65.00 PF 19.9 1A 10.5 0.0 76.0 0.0 19.9 120 FTG E PE 0.0 lB 10.5 0.0 56.2 0.0 0.267 TL 74.33 PV Pipe: 8 356.5 2.703 PL 13.00 PF 6.0 lB 10.5 0.0 56.2 0.0 19.9 120 FTG E PE -5.4 2A 23.0 0.0 44.8 0.0 0.267 TL 22.33 PV Pipe: 9 356.5 2.703 PL 38.00 PF 12.6 2A 23.0 0.0 44.8 0.0 19.9 120 FTG E PE 0.0 2B 23.0 0.0 32.1 0.0 0.267 TL 47.33 PV Pipe: 10 270.1 2.703 PL 12.50 PF 2.0 2B 23.0 0.0 32.1 0.0 15.1 120 FTG ---- PE 0.0 2C 23.0 0.0 30.1 0.0 0.160 TL 12.50 PV Pipe: 11 136.4 2.703 PL 12.50 PF 0.6 2C 23.0 0.0 30.1 0.0 7.6 120 FTG ---- PE 0.0 2D 23.0 0.0 29.6 0.0 0.045 TL 12.50 PV Pipe: 12 86.4 1.536 PL 4.90 PF 4.6 2B 23.0 0.0 32.1 0.0 15.0 120 FTG T PE 0.0 201 23.0 5.6 27.5 29.4 0.305 TL 15.01 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/23/2015 C:\HASS83\C5821 RANCHO LA COSTA DA2.SDF JOB TITLE: RANCHO LA COSTA VILLAGE SHELL 2ND FLR PIPE TAG Q(GPM) DIA(IM) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 57.0 1.536 PL 10.00 PF 1.4 201 23.0 5.6 27.5 29.4 9.9 120 FTG ---- PE 0.0 202 23.0 5.6 26.1 28.6 0.141 TL 10.00 PV Pipe: 14 28.4 1.536 PL 10.00 PF 0.4 202 23.0 5.6 26.1 28.6 4.9 120 FTG ---- PE 0.0 203 23.0 5.6 25.7 28.4 0.039 TL 10.00 PV Pipe: 15 30.4 1.536 PL 5.30 PF 0.7 2C 23.0 0.0 30.1 0.0 5.3 120 FTG T PE 0.0 204 23.0 5.6 29.4 30.4 0.044 TL 15.41 PV Pipe: .16 .... . ..-.... 103.4 I.53( PT. 4.90 PF. .. 6.4... 2C 23.0 0.0 30.1 0.0 17.9 120 FTG T PE 0.0 205 23.0 5.6 23.8 27.3 0.424 TL 15.01 PV Pipe: 17 76.1 1.536 PL 10.00 PF 2.4 205 23.0 5.6 23.8 27.3 13.2 120 FTG ---- PE 0.0 206 23.0 5.6 21.4 25.9 0.240 TL 10.00 PV Pipe: 18 50.2 1.536 PL 10.00 PF 1.1 206 23.0 5.6 21.4 25.9 8.7 120 FTG ---- PE 0.0 207 23.0 5.6 20.2 25.2 0.111 TL 10.00 PV Pipe: 19 25.0 1.536 PL 10.00 PF 0.3 207 23.0 5.6 20.2 25.2 4.3 120 FTG ---- PE 0.0 208 23.0 5.6 19.9 25.0 0.031 TL 10.00 PV Pipe: 20 30.1 1.536 PL 5.30 PF 0.7 2D 23.0 0.0 29.6 0.0 5.2 120 FTG T PE 0.0 209 23.0 5.6 28.9 30.1 0.043 TL 15.41 PV Pipe: 21 106.3 1.536 PL 10.00 PF 4.5 2D 23.0 0.0 29.6 0.0 18.4 120 FTG ---- PE 0.0 210 23.0 5.6 25.1 28.1 0.446 TL 10.00 PV Pipe: 22 78.2 1.536 PL 10.00 PF 2.5 210 23.0 5.6 25.1 28.1 13.5 120 FTG ---- PE 0.0 211 23.0 5.6 22.6 26.6 0.253 TL 10.00 PV Pipe: 23 51.6 1.536 PL 10.00 PF 1.2 211 23.0 5.6 22.6 26.6 8.9 120 FTG ---- PE 0.0 212 23.0 5.6 21.4 25.9 0.117 TL 10.00 PV Pipe: 24 25.7 1.536 PL 10.00 PF 0.3 212 23.0 5.6 21.4 25.9 4.5 120 FTG ---- PE 0.0 213 23.0 5.6 21.1 25.7 0.032 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/23/2015 C:\HASS83\C5821 RANCHO LA COSTA DA2.SDF JOB TITLE: RANCHO LA COSTA VILLAGE SHELL 2ND FLR NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 16080621 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 0.002 gpm and a maximum imbalance at any node of 0.056 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.9 ft/sec at pipe 6. - (4) Items: listed. in hold print on. the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 105.92 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 PAGE: G MATERIAL: DynaFlow 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 1.536 5.05 10.11 3.37 11.79 10.11 1.68 16.85 16.85 10.11 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 t. f WATER SUPPLY ANALYSIS FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) 120 . 0 G10° . 0 A U G E 80.0 P R E S S 60.0 U R E 40.0 p S 1 20.0 0.0 -14.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/23/2015 C:\HASS83\C5821 RANCHO LA COSTA DA2.SDF JOB TITLE: RANCHO LA COSTA VILLAGE SHELL 2ND FLR WATER SUPPLY CURVE 108+ *\\\\\\Q\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ X 104.4 psi @ 1663 gpm-> * I Flow Test Point 99+ 90+ - 81+ P 72+ R E SI S 63+ UI R El 54+ 36+ 27+ 18+ LEGEND 1 11 I X = Required Water Supply I 103.19 psi @ 606.6 gpm 9+ I 0 = Available Water Supply I 105.92 psi @ 606.6 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)