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HomeMy WebLinkAbout1700 AVIARA PKWY; ; AS980001; PermitCity of Carlsbad AUTOMATIC SPRINKLER-COMM Permit No: AS980001 Job Address: 1700 AVIARA PY Status: ISSUED Permit Type: ASC Applied 1/12/1998 Parcel No: Approved: 7/8/1998 Lot#: 0 Reference No.: Issued: 7/8/1998 PC#: Inspector: Project Title: U.S. POST OFFICE SPRINKLER PLANS/O H AND U/G Applicant: D & B FIRE PROTECTION 1623 LEESON LANE CORONA CA 909 737-9965 Owner: Fees($) Add'I Fees ($) Total($) Balance($) 666.5 0 666.5 0 D & B FIRE PROTECTION, INC. 1623 LEESON LANE CORONA, CA 91719 LICENSE #C16-410294 HYDRAULIC CALCULATIONS FOR UNITED STATES POST OFFICE LA COSTA STATION ALGA ROAD CARLSBAD, CA AREA #1 FILE NUMBER: CARL-1.SDF DATE: 1/7/98 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP II DENSITY: .20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 18 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 347.5 gpm TOTAL WATER REQUIRED (including hose): 597.5 gpm (250 gpm HOSE ALLOW) FLOW AND PRESSURE REQ'D@ BOR 347.5 gpm@ 54.4 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 5.7 DESIGN/LAYOUT BY: J. YATES AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT WATER FLOW AVAILABILITY DATA: STATIC: 75 psi RESIDUAL: 72.5 psi FLOW: DATE: SOURCE: 1300 gpm 11/6/97 FLOW TEST AT SITE WITH CARLSBAD FIRE DEPT. CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/07/1998 JOB TITLE: USPO LA COSTA STATION, CARLSBAD -AREA #1 WATER SUPPLY CURVE p R E s s u R E ( p s I ) 84+ 77+ *\\\\\\0\\\\\\\ I \\\\\\\\\\\\\\ <-72.5 psi@ 1300 gpm 70+ Flow Test Point 63+ X 56+ 49+ 42+ 35+ 28+ 21+ 14+ LEGEND X = Required Water Supply 62.14 psi@ 597.5 gpm 7+ 0 = Available Water Supply 74.41 psi@ 597.5 gpm " " " " " " " " Page 11 . CARL-1.SDF 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) D & B FIRE PROTECTION, INC. 1623 LEESON LANE CORONA, CA 91719 LICENSE #C16-410294 HYDRAULIC CALCULATIONS FOR UNITED STATES POST OFFICE LA COSTA STATION ALGA ROAD CARLSBAD, CA AREA #2 FILE NUMBER: CARL-2.SDF DATE: 1/7/98 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP II DENSITY: .20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 360.6 gpm TOTAL WATER REQUIRED (including hose): 610.6 gpm (250 gpm HOSE ALLOW) FLOW AND PRESSURE REQ'D@ BOR 360.6 gpm@ 52.5 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 5.7 DESIGN/LAYOUT BY: J. YATES AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT WATER FLOW AVAILABILITY DATA: STATIC: 75 psi RESIDUAL: 72.5 psi FLOW: DATE: SOURCE: 1300 gpm 11/6/97 FLOW TEST AT SITE WITH CARLSBAD FIRE DEPT. CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/07/1998 JOB TITLE: USPO LA COSTA STATION, CARLSBAD -AREA #2 WATER SUPPLY CURVE 84+ 77+ *\\\\\\0\\\\\\\ I \\\\\\\\\\\\\\ * <-72.5 psi@ 1300 gpm 70+ Flow Test Point 63+ P 56+ R E s S 49+ u R E ( p s 42+ I 35+ ) 28+ 21+ 14+ 7+ X LEGEND X = Required Water Supply 60.28 psi@ 610.6 gpm 0 = Available Water Supply 74.38 psi@ 610.6 gpm " Page 8 CARL-2.SDF 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)