Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1065 CHINQUAPIN AVE; ; AS060226; Permit
11/3/2020 AS060226 Permit Data City of Carlsbad Sprinkler Permit Job Address: 1065 CHINQUAPIN AV Permit Type: SPRINK Parcel No: 2061200300 Lot #: 0 Permit No: AS060226 Status: ISSUED Applied 9/19/2006 Approved: 9/19/2006 Reference No.: Issued: 9/19/2006 PC #: Inspector: Project Title: BLUFFS REC ROOM THREE INSPECTIONS AT $60/EA Applicant: FIRE SPRINKLER SYSTEMS 155 ENTERPRISE COURT CORONA, CA (800) 915-3473 Owner: ANASTASI DEVELOPMENT CO L L C C/O J DARRYL NYZNYK 1200 AVIATION BLVD #203 REDONDO BEACH CA Fees _($)J Add'I Fees ($) Total ($) Balance ($) 180 0 1 180 0 1/1 FIRE SPRINKLER SYSTEMS Aso(,::;o2,2-4v, 705 E. HARRISON, SUITE 200 -a CORONA,CA 92879 HYDRAULIC CALCULATIONS FOR THE BLUFFS RECREATION BUILDING FILE NUMBER: 60120 REC BLDG DATE: 8/8/06 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD *ATTIC DENSITY: .10 / 1500 gpm/sq. ft. AREA OF APPLICATION: ENTIRE AREA COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 18 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 282.6 gpm TOTAL WATER REQUIRED (including hose) : 382.6 gpm FLOW AND PRESSURE (@ BOR) : 282.6 gpm @ 59.6 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: FIRE SPRINKLER SYSTEMS, INC. DESIGN/LAYOUT BY: LINDA COLLIER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: 684600 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50081444) HRS SYSTEMS, INC. TUCKER, GA 30084 APPROVED BRfflTTE -c ARLSBAD FIRE DEPARTMENT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/12/2006 S:\LINDA\60120\CALC\60120 REC BLDG.SDF JOB TITLE: THE BLUFFS *RECREATION BUILDING 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 72.0 18.0 1500.0 67.7 382.6 65.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 382.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 282.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 69.0 SOURCE 65.4 282.6 2 69.0 64.7 3 69.0 - - - - 61.7 - - - 4 69.0 - - - - 60.9 - - - 5 71.0 - - - - 59.6 - - - 6 77.0 - - - - 54.1 - - - 10 79.0 - - - - 52.9 - - - 11 79.0 - - - - 43.6 - - - 12 79.0 - - - - 35.7 - - - 13 79.0 - - - - 22.4 - - - 14 79.0 - - - - 17.4 - - - 15 79.0 - - - - 14.3 - - - 16 79.0 - - - - 13.8 - - - 17 79.0 - - - - 12.6 - - - 18 79.0 - - - - 12.4 - - - 19 79.0 - - - - 11.4 - - - 20 79.0 - - - - 10.7 - - - 21 79.0 - - - - 10.4 - - - 22 79.0 - - - - 10.5 - - - 23 79.0 - - - - 10.7 - - - 24 79.0 - - - - 11.7 - - - 25 79.0 - - - - 11.3 - - - 26 79.0 - - - - 13.1 - - - 27 79.0 - - - - 20.6 - - - 28 79.0 - - - - 20.0 - - - 29 79.0 - - - - 27.0 - - - 30 79.0 - - - - 32.2 - - - 31 79.0 - - - - 28.5 - - - 32 79.0 - - - - 10.4 - - - 33 79.0 - - - - 15.5 - - - 100 83.0 K= 4.20 32.2 23.8 101 83.0 K= 4.20 19.6 18.6 102 83.0 K= 4.20 14.8 16.2 103 83.0 K= 4.20 11.4 14.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/12/2006 S:\LINDA\60120\CALC\60120 REC BLDG.SDF JOB TITLE: THE BLUFFS *RECREATION BUILDING NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 104 83.0 K= 4.20 10.0 13.3 105 83.0 K= 4.20 9.1 12.7 106 83.0 K= 4.20 8.5 12.2 107 83.0 K= 4.20 8.2 12.0 108 83.0 K= 4.20 8.2 12.1 109 83.0 K= 4.20 8.4 12.2 110 83.0 K= 4.20 9.1 12.6 111 83.0 K= 4.20 10.8 13.8 112 83.0 K= 4.20 17.3 17.5 113 83.0 K= 4.20 23.9 20.5 114 83.0 K= 4.20 28.9 22.6 115 83.0 K= 4.20 25.4 21.2 116 83.0 K= 4.20 8.2 12.0 117 83.0 K= 4.20 13.0 15.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/12/2006 S:\LINDA\60120\CALC\60120 REC BLDG.SDF JOB TITLE: THE BLUFFS *RECREATION BUILDING 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: 1 282.6 4.240 PL 15.00 PF 0.7 1 69.0 SRCE 65.4 (N/A) 6.4 150 FTG TG PE 0.0 2 69.0 0.0 64.7 0.0 0.013 TL 58.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 69.0 0.0 64.7 0.0 3.0 psi, 282.6 gpm 3 69.0 0.0 61.7 0.0 Pipe: 3 282.6 4.240 PL 45.00 PF 0.8 3 69.0 0.0 61.7 0.0 6.4 150 FTG E PE 0.0 4 69.0 0.0 60.9 0.0 0.013 TL 65.00 PV Pipe: 4 282.6 4.220 PL 9.00 PF 0.4 4 69.0 0.0 60.9 0.0 6.5 140 FTG E PE -0.9 5 71.0 0.0 59.6 0.0 0.015 TL 26.00 PV Pipe: 5 282.6 4.220 PL 6.00 PF 2.9 5 71.0 0.0 59.6 0.0 6.5 140 FTG E4TC PE -2.6 6 77.0 0.0 54.1 0.0 0.015 TL 196.00 PV Pipe: 6 282.6 4.026 FL 2.00 PF 0.3 6 77.0 0.0 54.1 0.0 7.1 120 FTG E FE -0.9 10 79.0 0.0 52.9 0.0 0.025 TL 12.00 PV Pipe: 7 282.6 2.009 PL 5.00 PF 9.3 10 79.0 0.0 52.9 0.0 28.6 150 FTG 2E FE 0.0 11 79.0 0.0 43.6 0.0 0.488 TL 19.00 PV Pipe: 8 148.9 1.527 FL 5.00 PF 7.9 11 79.0 0.0 43.6 0.0 26.1 150 FTG T FE 0.0 12 79.0 0.0 35.7 0.0 0.567 TL 14.00 PV Pipe: 9 23.8 1.055 PL 4.00 PF 1.7 12 79.0 0.0 35.7 0.0 8.7 150 FTG ET FE -1.7 100 83.0 4.2 32.2 23.8 0.116 TL 15.00 PV Pipe: 10 125.0 1.527 FL 8.50 PF 7.2 - 12 79.0 0.0 35.7 0.0 21.9 150 FTG T PE 0.0 31 79.0 0.0 28.5 0.0 0.411 TL 17.50 PV Pipe: 11 21.2 1.055 FL 4.00 PF 1.4 31 79.0 0.0 28.5 0.0 7.8 150 FTG ET FE -1.7 115 83.0 4.2 25.4 21.2 0.093 TL 15.00 PV Pipe: 12 103.9 1.527 PL 7.00 FE' 6.1 31 79.0 0.0 28.5 0.0 18.2 150 FTG ET FE 0.0 13 79.0 0.0 22.4 0.0 0.291 TL 21.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/12/2006 S:\LINDA\60120\CALC\60120 REC BLDG.SDF JOB TITLE: THE BLUFFS *RECREATION BUILDING 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 18.6 1.055 PL 4.00 PF 1.1 13 79.0 0.0 22.4 0.0 6.8 150 FTG ET PE -1.7 101 83.0 4.2 19.6 18.6 0.073 TL 15.00 PV Pipe: 14 85.3 1.527 FL 6.50 PF 5.0 13 79.0 0.0 22.4 0.0 14.9 150 FTG 2T PE 0.0 14 79.0 0.0 17.4 0.0 0.202 TL 24.50 PV Pipe: 15 16.2 1.055 PL 4.00 PF 0.8 14 79.0 0.0 17.4 0.0 5.9 150 FTG ET PE -1.7 102 83.0 4.2 14.8 16.2 0.057 TL 15.00 PV Pipe: 16 69.1 1.527 FL 4.50 PF 3.1 14 79.0 0.0 17.4 0.0 12.1 150 FTG 2T PE 0.0 15 79.0 0.0 14.3 0.0 0.137 TL 22.50 PV Pipe: 17 14.2 1.055 PL 3.00 PF 0.5 15 79.0 0.0 14.3 0.0 5.2 150 FTG T FE 0.0 16 79.0 0.0 13.8 0.0 0.044 TL 11.00 PV Pipe: 18 14.2 1.055 PL 4.00 PF 0.7 16 79.0 0.0 13.8 0.0 5.2 150 FTG ET FE -1.7 103 83.0 4.2 11.4 14.2 0.044 TL 15.00 PV Pipe: 19 54.9 1.527 PL 10.50 PF 1.7 15 79.0 0.0 14.3 0.0 9.6 150 FTG T PE 0.0 17 79.0 0.0 12.6 0.0 0.090 TL 19.50 PV Pipe: 20 13.3 LOSS PL 3.00 PF 0.2 17 79.0 0.0 12.6 0.0 4.9 150 FTG E FE 0.0 18 79.0 0.0 12.4 0.0 0.039 TL 6.00 PV Pipe: 21 13.3 1.055 FL 4.00 PF 0.6 18 79.0 0.0 12.4 0.0 4.9 150 FTG ET PE -1.7 104 83.0 4.2 10.0 13.3 0.039 TL 15.00 PV Pipe: 22 41.6 1.527 PL 4.50 PF 1.2 17 79.0 0.0 12.6 0.0 7.3 150 FTG 2T PE 0.0 19 79.0 0.0 11.4 0.0 0.054 TL 22.50 PV Pipe: 23 12.7 1.055 FL 4.00 PF 0.5 19 79.0 0.0 11.4 0.0 4.7 150 FTG ET PE -1.7 105 83.0 4.2 9.1 12.7 0.036 TL 15.00 PV Pipe: 24 28.9 1.527 FL 7.00 PF 0.7 19 79.0 0.0 11.4 0.0 5.1 150 FTG 2T FE 0.0 20 79.0 0.0 10.7 0.0 0.027 TL 25.00 PV Pipe: 25 12.2 1.055 FL 4.00 PF 0.5 20 79.0 0.0 10.7 0.0 4.5 150 FTG ET FE -1.7 106 83.0 4.2 8.5 12.2 0.034 TL 15.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/12/2006 S:\LINDA\60120\CALC\60120 REC BLDG.SDF JOB TITLE: THE BLUFFS *RECREATION BUILDING 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: 26 16.7 1.527 PL 7.00 PF 0.3 20 79.0 0.0 10.7 0.0 2.9 150 FTG E2T PE 0.0 32 79.0 0.0 10.4 0.0 0.010 TL 30.00 PV Pipe: 27 12.0 1.055 PL 4.00 PF 0.5 32 79.0 0.0 10.4 0.0 4.4 150 FTG ET PE -1.7 116 83.0 4.2 8.2 12.0 0.033 TL 15.00 PV Pipe: 28 4.7 1.527 PL 8.00 PF 0.0 32 79.0 0.0 10.4 0.0 0.8 150 FTG T PE 0.0 21 79.0 0.0 10.4 0.0 0.001 TL 17.00 PV Pipe: 29 12.0 1.055 PL 4.00 PF 0.5 21 79.0 0.0 10.4 0.0 4.4 150 FTG ET PE -1.7 107 83.0 4.2 8.2 12.0 0.033 TL 15.00 PV Pipe: 30 -7.3 1.527 PL 11.00 PF 0.1 21 79.0 0.0 10.4 0.0 1.3 150 FTG E3T PE 0.0 22 79.0 0.0 10.5 0.0 0.002 TL 43.00 PV Pipe: 31 12.1 1.055 PL 4.00 PF 0.5 22 79.0 0.0 10.5 0.0 4.4 150 FTG ET PE -1.7 108 83.0 4.2 8.2 12.1 0.033 TL 15.00 PV Pipe: 32 -19.4 1.527 PL 7.00 PF 0.2 22 79.0 0.0 10.5 0.0 3.4 150 FTG T PE 0.0 23 79.0 0.0 10.7 0.0 0.013 TL 16.00 PV Pipe: 33 12.2 11.055 PL 4.00 PF 0.5 23 79.0 0.0 10.7 0.0 4.5 150 FTG ET PE -1.7 109 83.0 4.2 8.4 12.2 0.034 TL 15.00 PV Pipe: 34 -31.6 1.527 PL 7.50 PF 1.0 23 79.0 0.0 10.7 0.0 5.5 150 FTG E2T PE 0.0 24 79.0 0.0 11.7 0.0 0.032 TL 30.50 PV Pipe: 35 12.6 1.055 PL 1.50 PF 0.3 24 79.0 0.0 11.7 0.0 4.6 150 FTG T PE 0.0 25 79.0 0.0 11.3 0.0 0.036 TL 9.50 PV Pipe: 36 12.6 1.055 PL 4.00 PF 0.5 25 79.0 0.0 11.3 0.0 4.6 150 FTG ET PE -1.7 110 83.0 4.2 9.1 12.6 0.036 TL 15.00 PV Pipe: 37 -44.2 1.527 PL 10.50 PF 1.5 24 79.0 0.0 11.7 0.0 7.7 150 FTG ET PE 0.0 26 79.0 0.0 13.1 0.0 0.060 TL 24.50 PV Pipe: 38 13.8 1.055 PL 4.00 PF 0.6 26 79.0 0.0 13.1 0.0 5.1 150 FTG ET PE -1.7 111 83.0 4.2 10.8 13.8 0.042 TL 15.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/12/2006 S:\LINDA\60120\CALC\60120 REC BLDG.SDF JOB TITLE: THE BLUFFS *RECREATION BUILDING 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 -58.0 1.527 FL 6.00 PF 2.4 26 79.0 0.0 13.1 0.0 10.2 150 FTG 2T PE 0.0 33 79.0 0.0 15.5 0.0 0.099 TL 24.00 PV Pipe: 40 15.2 1.055 PL 4.00 PF 0.8 33 79.0 0.0 15.5 0.0 5.6 150 FTG ET PE -1.7 117 83.0 4.2 13.0 15.2 0.050 TL 15.00 PV Pipe: 41 -73.1 1.527 PL 10.50 PF 5.1 33 79.0 0.0 15.5 0.0 12.8 150 FTG E2T FE 0.0 27 79.0 0.0 20.6 0.0 0.152 TL 33.50 PV Pipe: 42 17.5 1.055 PL 1.50 PF 0.6 27 79.0 0.0 20.6 0.0 6.4 150 FTG T FE 0.0 28 79.0 0.0 20.0 0.0 0.065 TL 9.50 PV Pipe: 43 17.5 1.055 FL 4.00 PF 1.0 28 79.0 0.0 20.0 0.0 6.4 150 FTG ET FE -1.7 112 83.0 4.2 17.3 17.5 0.065 TL 15.00 PV Pipe: 44 -90.6 1.527 FL 5.00 PP 6.3 27 79.0 0.0 20.6 0.0 15.9 150 FTG E2T FE 0.0 29 79.0 0.0 27.0 0.0 0.226 TL 28.00 PV Pipe: 45 20.5 1.055 FL 4.00 PP 1.3 29 79.0 0.0 27.0 0.0 7.5 150 FTG ET FE -1.7 113 83.0 4.2 23.9 20.5 0.088 TL 15.00 PV Pipe: 46 -111.1 1..527 FL 7.00 PP 5.3 29 79.0 0.0 27.0 0.0 19.5 150 FTG T FE 0.0 30 79.0 0.0 32.2 0.0 0.330 TL 16.00 PV Pipe: 47 22.6 1.055 FL 4.00 PF 1.6 30 79.0 0.0 32.2 0.0 8.3 150 FTG ET PE -1.7 114 83.0 4.2 28.9 22.6 0.105 TL 15.00 PV Pipe: 48 -133.7 1.527 FL 6.50 PP 11.4 30 79.0 0.0 32.2 0.0 23.4 150 FTG 2T FE 0.0 11 79.0 0.0 43.6 0.0 0.465 TL 24.50 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 50081444 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 0.004 gpm and a maximum imbalance at any node of 0.166 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/12/2006 S:\LINDA\60120\CALC\60120 REC BLDG.SDF JOB TITLE: THE BLUFFS *RECREATION BUILDING Total pressure at each node is used in balancing the system. Maximum water velocity is 28.6 ft/sec at pipe 7. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 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 ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 PAGE: 5 MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEfl ChkVlv BfyViv GatVlv NPTee 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 PAGE: M MATERIAL: CT-M 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 0.50 8.00 1.00 8.00 1.527 5.00 9.00 2.00 3.00 0.50i 11.00 1.00 9.00 2.009 7.00 13.00 3.00 5.00 0.50 14.00 1.00 13.00 0 H D —1 10 H 0 0 0 0 IT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 .DATE: 9/12/2006 S:\LINDA\60120\CALC\60120 REC BLDG.SDF JOB TITLE: THE BLUFFS *RECREATION BUILDING E a)Q) E / / Q) (JO 0 . •>,•ti 0 U)NNH (1)O U) CO 04 flj / -1 W Q) HZ c/)e 04 / HU)OU)Oa) 1 / - :1 (Ii -i z U) Hm -HCO> -HO (n V) (i •b• / / (I) 04 0 0 H H N -ci H Cl) i) U) 0 0 c'J 0 H 4J 'U 4) 0 0 0 0 0 0 0 0 0 H 0 0 0 0 0 0 0 0 0 I O W LO C') C-.I 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/12/2006 S:\LINDA\60120\CALC\60120 REC BLDG.SDF JOB TITLE: THE BLUFFS *RECREATION BUILDING WATER SUPPLY CURVE 72*\ \ I \ I 0\ - 66+ x \ I \ I \ 60+ \ \ I \ I \ 54+ \ I \ I \ I \ P48+ \ R \ E I \\ S I \ S 42+ \ U I \ R I \ E I 36+ \ \ P S I I 30+ \ I \ 24+ \ I \ 18+ * <-18.0 psi @ 1500 gpm I Flow Test Point 12+ LEGEND - I 1 X = Required Water Supply I 65.43 psi @ 382.6 gpm 6+ I 0 = Available Water Supply 67.69 psi @ 382.6 gpm +------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)