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HomeMy WebLinkAbout2714 ARLAND RD; ; AS130182; Permit8/30/22, 10:44 AM AS130182 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2714 ARLAND RD Permit Type: SPRINK Parcel No: Lot #: 0 Permit No: AS130182 Status: APPROVED Applied 10/9/2013 Approved: 10/11/2013 Reference No.: Issued: 10/11/2013 PC #: Inspector: Project Title: LOOSEN RESIDENCE LIVING 2.300SF_ GARAGE 258 SF—WET PIPE SYSTEM FOR RESIDENCE Applicant: INNOVATIVE FIRE PROTECTION INC STE 101 8779 COTTONWOOD AV SANTEE CA (619) 593-8200 (619)593-9133 Owner: FRY FAMILY TRUST 06-18-01 2710 ARLAND RD CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 404 0 404 0 1/1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/7/2013 C:\HASS 84\C5179 LOOSEN RESIDENCE 2HD.SDF JOB TITLE: C5179 LOOSEN RESIDENCE Mwtv- WATER SUPPLY DATA S OURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 57.6 53.1 500.0 57.6 31.2 44.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) 1 0.0 SOURCE 44.3 31.2 2 0.0 - - - 38.7 - - - 2A 0.0 - - - - 36.7 - - - D 0.0 - - - - 34.9 - - - C 0.0 - - - - 28.9 - - - 3A 0.0 - - - - 26.1 - - - 3B 1.5 HOSE STREAM 24.2 5.0 3 3.5 - - - - 20.4 - - - 4 6.5 - - - - 17.3 - - - 5 9.0 - - - 12.5 - - - 6 11.0 - - - - 11.0 - - 7 9.0 - - - - 10.2 - - - 8 11.0 - - - - 7.0 - - - 9 9.0 - - - - 10.5 - - - 10 10.0 - - - - 10.9 - - - 8A 10.0 K= 4.90 7.0 13.0 8B 10.0 K= 4.90 7.2 13.1 10A 9.0 - - - - 11.3 - - - I= SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/7/2013 C:\HASS 84\C5179 LOOSEN RESIDENCE 2HD.SDF JOB TITLE: C5179 LOOSEN RESIDENCE 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 31.2 0.995 PL 15.00 PP 5.6 1 0.0 SRCE 44.3 (N/A) 12.9 150 FTG TG PE 0.0 2 0.0 0.0 38.7 0.0 -0.253 TL 22.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 38.7 0.0 2.0 psi, 31.1 gpm 2A 0.0 0.0 36.7 0.0 Pipe: 3 31.1 0.995 PL 3.00 PF 1.8 2A 0.0 0.0 36.7 0.0 12.8 150 FTG 2E FE 0.0 D 0.0 0.0 34.9 0.0 0.253 TL 7.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE D 0.0 0.0 34.9 0.0 6.0 psi, 31.1 gpm C 0.0 0.0 28.9 0.0 Pipe: 5 31.1 2.000 FL 310.00 PF 2.9 C 0.0 0.0 28.9 0.0 3.2 150 FTG 2E4L PE 0.0 3A 0.0 0.0 26.1 0.0 0.008 TL 338.31 PV Pipe: 6 31.1 1.265 PL 10.00 PP 1.3 3A 0.0 0.0 26.1 0.0 7.9 150 FTG 2E PE -0.6 3B 1.5 H.S. 24.2 5.0 0.078 TL 16.00 PV Pipe: 7 26.1 1.055 FL 10.00 PP 2.9 3B 1.5 H.S. 24.2 5.0 9.6 150 FTG ET FE -0.9 3 3.5 0.0 20.4 0.0 0.137 TL 21.00 PV Pipe: 8 26.1 1.049 PL 3.50 PP 1.8 3 3.5 0.0 20.4 0.0 9.7 120 FTG C FE -1.3 4 6.5 0.0 17.3 0.0 0.213 TL 8.50 PV Pipe: 9 26.1 1.101 PL 28.00 PF 3.7 4 6.5 0.0 17.3 0.0 8.8 150 FTG 2E3R FE -1.1 5 9.0 0.0 12.5 0.0 0.112 TL 33.00 PV Pipe: 10 13.2 1.101 FL 12.00 PP 0.6 5 9.0 0.0 12.5 0.0 4.4 150 FTG 2EBR FE -0.9 6 11.0 0.0 11.0 0.0 0.031 TL 20.00 PV Pipe: 11 13.2 1.101 FL 44.00 PP 1.7 6 11.0 0.0 11.0 0.0 4.4 150 FTG 2EB4R FE 0.9 7 9.0 0.0 10.2 0.0 0.031 TL 55.00 PV Pipe: 12 -13.0 1.101 PL 10.00 PP 0.3 7 9.0 0.0 10.2 0.0 4.4 150 FTG R PE 0.0 9 9.0 0.0 10.5 0.0 0.031 TL 11.00 PV 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/7/2013 C:\HASS 84\C5179 LOOSEN RESIDENCE 2HD.SDF JOB TITLE: C5179 LOOSEN RESIDENCE 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 -13.0 1.101 PL 16.00 PP 0.8 9 9.0 0.0 10.5 0.0 4.4 150 FTG 3EB2R FE -0.4 10 10.0 0.0 10.9 0.0 0.031 TL 26.00 PV Pipe: 14 -13.0 1.101 FL 26.00 PF 1.2 10 10.0 0.0 10.9 0.0 4.4 150 FTG 2EB7R FE 0.4 5 9.0 0.0 12.5 0.0 0.031 TL 40.00 PV Pipe: 15 26.1 1.101 FL 13.00 PP 2.3 7 9.0 0.0 10.2 0.0 8.8 150 FTG 2EBR FE -0.9 8 11.0 0.0 7.0 0.0 0.112 TL 21.00 PV Pipe: 16 13.0 1.101 FL 5.00 PF 0.4 8 11.0 0.0 7.0 0.0 4.4 150 FTG EBR PE 0.4 8A 10.0 4.9 7.0 13.0 0.031 TL 12.00 PV Pipe: 17 13.1 1.101 PL 5.00 PF 0.2 8 11.0 0.0 7.0 0.0 4.4 150 FTG ER PE 0.4 8B 10.0 4.9 7.2 13.1 0.031 TL 7.00 PV Pipe: 18 0.0 1.101 PL 4.00 PF 0.0 10 10.0 0.0 10.9 0.0 0.0 150 FTG EBR FE 0.4 10A 9.0 0.0 11.3 0.0 0.000 TL 11.00 PV 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 0.006 gpm and a maximum imbalance at any node of 0.094 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 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 57.56 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/7/2013 C:\HASS 84\C5179 LOOSEN RESIDENCE 2T-ID.SDF JOB TITLE: C5179 LOOSEN RESIDENCE (6) 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 LngEii ChkVlv BfyViv GatVlv AlmChk DPViv NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 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 10.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cpig SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) S T F R C S G N Eli Tee 45-Eli TeeRun Couplg SwgChk GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Eli Tee 45-Eli TeeRun Coupig SwgChk GatVlv NPTee 1.265 3.00 6.00 1.00 2.00 0.50 7.00 0.00 6.00 PAGE: M MATERIAL: CT-N HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Eli Tee 45-Eli TeeRun Coupig SwgChk GatVlv NPTee 1.055 3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00 1000 70.0 G A 60.0 U G E 50.0 P R 2 E S 40.0 S U R E 30.0 20.0 S i 10.0 WATER SUPPLY ANALYSIS Static: 57.60 psi Resid: 53.10 psi Flow: 500.0 gpm LEGEND Available pressure 57.57 psi @ 31.2 gpm 2 Required pressure 44.26 psi 5 31.2 gpm Source Supply curve System Demand curve 200 300 400 500 600 700 800 90U FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/7/2013 C:\HASS 84\C5179 LOOSEN RESIDENCE 2HD.SDF JOB TITLE: C5179 LOOSEN RESIDENCE WATER SUPPLY CURVE 60+ 0\\\\ I \\\\ 55+ \\\\\ I \\\\ I * <-53.1 Psi @ 500 gpm I Flow Test Point 50+ 45+ x P 40+ R I E S I S 35+ U R E I 30+ P I S I I 25+ 20+ 15+ 10+ LEGEND I 'V I X = Required Water Supply 44.26 psi @ 31.2 gpm 5+ I 0 = Available Water Supply I 57.57 psi @ 31.2 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/7/2013 C:\HASS 84\C5179 LOOSEN RESIDENCE 1HD.SDF JOE TITLE: C5179 LOOSEN RESIDENCE 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 57.6 53.1 500.0 57.6 25.0 43.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 43.2 25.0 2 0.0 - - - - 39.5 - - - 2A 0.0 - - - - 37.5 D 0.0 - - - - 36.3 - - - C 0.0 - - - - 30.3 3A 0.0 - - - - 28.4 - - - 3B 1.5 HOSE STREAM 26.9 5.0 3 3.5 - - - - 24.3 - - - 4 6.5 - - - - 21.9 5 9.0 - - - - 18.6 - - - 6 11.0 - - - - 17.5 - - - 7 9.0 - - - - 17.8 - - - 8 11.0 - - - - 16.9 - - - 9 9.0 - - - - 17.7 - - - 10 10.0 - - - - 17.0 - - - 8A 10.0 - - - - 17.4 - - - 8B 10.0 - - - - 17.4 10A 9.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/7/2013 C:\HASS 84\C5179 LOOSEN RESIDENCE 1HD.SDF JOB TITLE: C5179 LOOSEN RESIDENCE 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 25.0 0.995 PL 15.00 PF 3.7 1 0.0 SRCE 43.2 (N/A) 10.3 150 FTG TG PE 0.0 2 0.0 0.0 39.5 0.0 0.168 TL 22.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 39.5 0.0 2.0 psi, 25.0 gpm 2A 0.0 0.0 37.5 0.0 Pipe: 3 25.0 0.995 PL 3.00 PF 1.2 2A 0.0 0.0 37.5 0.0 10.3 150 FTG 2E PE 0.0 D 0.0 0.0 36.3 0.0 0.168 TL 7.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE D 0.0 0.0 36.3 0.0 6.0 psi, 25.0 gpm C 0.0 0.0 30.3 0.0 Pipe: 5 25.0 2.000 PL 310.00 PF 1.9 C 0.0 0.0 30.3 0.0 2.6 150 FTG 2E4L PE 0.0 3A 0.0 0.0 28.4 0.0 0.006 TL 338.31 PV Pipe: 6 25.0 1.265 FL 10.00 PF 0.8 3A 0.0 0.0 28.4 0.0 6.4 150 FTG 2E PE -0.6 3B 1.5 H.S. 26.9 5.0 0.052 TL 16.00 PV Pipe: 7 20.0 1.055 PL 10.00 PF 1.8 3B 1.5 H.S. 26.9 5.0 7.3 150 FTG ET PE -0.9 3 3.5 0.0 24.3 0.0 0.084 TL 21.00 PV Pipe: 8 20.0 1.049 PL 3.50 PF 1.1 3 3.5 0.0 24.3 0.0 7.4 120 FTG C PE -1.3 4 6.5 0.0 21.9 0.0 0.130 TL 8.50 PV Pipe: 9 20.0 1.101 PL 28.00 PF 2.2 4 6.5 0.0 21.9 0.0 6.7 150 FTG 2E3R PE -1.1 5 9.0 0.0 18.6 0.0 0.068 TL 33.00 PV Pipe: 10 7.3 1.101 PL 12.00 PP 0.2 5 9.0 0.0 18.6 0.0 2.5 150 FTG 2EBR PE -0.9 6 11.0 0.0 17.5 0.0 0.011 TL 20.00 PV Pipe: 11 7.3 1.101 PL 44.00 PP 0.6 6 11.0 0.0 17.5 0.0 2.5 150 FTG 2EB4R PE 0.9 7 9.0 0.0 17.8 0.0 0.011 TL 55.00 PV Pipe: 12 7.3 1.101 PL 10.00 PF 0.1 7 9.0 0.0 17.8 0.0 2.5 150 FTG R PE 0.0 9 9.0 0.0 17.7 0.0 0.011 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/7/2013 C:\HASS 84\C5179 LOOSEN RESIDENCE 1HD.SDF JOB TITLE: 05179 LOOSEN RESIDENCE 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 7.3 1.101 FL 16.00 PF 0.3 9 9.0 0.0 17.7 0.0 2.5 150 FTG 3EB2R PE -0.4 10 10.0 0.0 17.0 0.0 0.011 TL 26.00 PV Pipe: 14 -12.7 1.101 FL 26.00 PF 1.2 10 10.0 0.0 17.0 0.0 4.3 150 FTG 2EB7R PE 0.4 5 9.0 0.0 18.6 0.0 0.029 TL 40.00 PV Pipe: 15 0.0 1.101 PL 13.00 PP 0.0 7 9.0 0.0 17.8 0.0 0.0 150 FTG 2EBR PE -0.9 8 11.0 0.0 16.9 0.0 0.000 TL 21.00 PV Pipe: 16 0.0 1.101 PL 5.00 PF 0.0 8 11.0 0.0 16.9 0.0 0.0 150 FTG EBR PE 0.4 8A 10.0 0.0 17.4 0.0 0.000 TL 12.00 PV Pipe: 17 0.0 1.101 FL 5.00 PF 0.0 68 11.0 0.0 16.9 0.0 0.0 150 FTG ER PE 0.4 8B 10.0 0.0 17.4 0.0 0.000 TL 7.00 PV Pipe: 18 20.0 1.101 PL 4.00 PP 0.7 10 10.0 0.0 17.0 0.0 6.7 150 FIG EBR PE 0.4 bA 9.0 4.9 16.7 20.0 0.068 TL 11.00 PV 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 0.037 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 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 57.58 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/7/2013 C:\HASS 84\C5179 LOOSEN RESIDENCE 1HD.SDF JOB TITLE: C5179 LOOSEN RESIDENCE (6) 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 Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli 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 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Eli Tee 45-Eli TeeRun Coupig SwgChk GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Eli Tee 45-Eli TeeRun Coupig SwgChk GatVlv NPTee 1.265 3.00 6.00 1.00 2.00 0.50 7.00 0.00 6.00 PAGE: N MATERIAL: CT-M I HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Eli Tee 45-Eli TeeRun Couplg SwgChk GatVlv NPTee 1.055 3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00 00 E a bOO II) 1-4 CD (U )ULt) U)LO Q(U OC-') u)c'Jal) U) U) ao' )-tn a 0-H HWrpi -- ,-IL') U)Qu oa oa-- z U) U) 00 -H,--1O >, CD -HLfl c')C/)U) I" 0 0 0 H U) -I-) '-4 U) a) 4) U) 0 0 00 E 0 144 J N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/7/2013 C:\HASS 84\C5179 LOOSEN RESIDENCE 1HD.SDF JOB TITLE: C5179 LOOSEN RESIDENCE H C') CD 0 0 0 0 0 0 0 0 . . . • . . . H CD 0 0 0 0 0 0 0 0 U) C" -C) LU Cl) (') H O(U) acU)U)U)l)U) —0U)-H--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/7/2013 C:\HASS 84\C5179 LOOSEN RESIDENCE 1HD.SDF JOB TITLE: C5179 LOOSEN RESIDENCE WATER SUPPLY CURVE 60+ 0\\\\ 55+ \\\\\ \\\\ I * <-53.1 psi @ 500 gpm I Flow Test Point 50+ 45+ x P 40+ R E S 5 35+ U I R E I 30+ P I S I I 25+ 20+ 15+ 10+ LEGEND I I, X = Required Water Supply 43.21 psi @ 25.0 gpm 5+ I 0 = Available Water Supply I 57.58 psi @ 25.0 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)