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HomeMy WebLinkAbout2261 COSMOS CT; ; AS020046; Permit3/15/24, 2:42 PM AS020046 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2261 COSMOS CT Permit Type: SPRINK Parcel No: 2130504000 Lot #: 0 Reference No.: PC #: Project Title: CATALINA DESIGN Permit No: AS020046 Status: ISSUED Applied 4/8/2002 Approved: 4/9/2002 Issued: 4/9/2002 Inspector: Applicant: Owner: CATALINA DEVELOPMENT L L C 8911 COMPLEX DR #F SAN DIEGO CA Fees ($) Add'l Fees ($) Total ($) 1 Balance ($) 100 0 100 0 about:blank 1/1 A6&2.0046 S HYDRAULIC DESIGN INFORMATION SHEET NAME CLA'TM ....._DATE ___________ LOCATION 2. (Vt ° C C1 _!I ? 00 BUILDING--- SYSTEM NO. CONTRACTOR CONTRACT NO. CALCULATED BY .__ ______ DRAWING NO. CONSTRUCTION: ..COMBUSTIBLE NON-COMBUSTIBLE* CEILING HEIGHT-- ._FT.. OCCUPANCY E-4 9 . b T PA13:1(Q D LT.HAZ. ORD.HAZ.GP. 0 i 0 2 03 EX.HAZ. IZPA 231 . NFPA 231C: FIGURE ; CURVE_______________ c. 0 OTHER (Specify) 0 SPECIFIC RULING MADE BY ___ DATE Ca AREA OF SPRINKLER OPERATION 3 ( 'j SYSTEM TYPE co DENSITY 030 WET 0 DRY 0 DELUGE 0 PRE-ACTION Co AREA PER SPRINKLER IOOl%.) SPRINKLER OR NOZZLE • HOSE ALLOWANCE GPM: INSIDE ___________ MAKE_ MODEL HOSE ALLOWANCE GPM: OUTSIDE 170 SIZE K- FACTOR -____ RACK SPRINKLER ALLOWANCE _________ TEMPERATURE RATING 15sF ALCULATION GPMREQUIRED_1 '45 PSI REQUIRED _I0'!....AT -BASE OFRISER. ...<JMMARY "C' FACTOR USED: OVERHEAD - (?_O __UNDERGROUND IVP WATER FLOW TEST PUMP DATA TANKORRESERVOj— ' >- DATE & TIME _ RATED CAPACITY CAPACITY STATIC PSI 1 4?- AT PSI 7 ELEVATION - '- RESIDUAL PSI 73. (, ELEVATIOtV - GPM FLOWING 15 t WELL cc w ELEVATION .-" PR005F FLOW GPM LOCATION _ ono.c A4 v CT. SOURCE OF INFORMATION_ -'L fLYU s-r ,,J 6 (i- ___ - t ,'i Fo RL m A T91 COMMODITY— CLASS • .. - - LOCATION w STORAGE .HEIGHT 7 AREA ._._AISLE WIDTH STORAGE METHOD: SOLID PILE _________% PALLETIZ _,.. ._ % RACK SINGLE ROW CONVENTIONAL PALL C3 AUTOMATIC STORAGE CAPSULATED E] DOUBLE RO 0 SLAVE PALLET SOLID ShELVING NON- I F] 0 MULTIP ROW OPEN ENCA0suLATED < FLUE SPACING IN ING40S CLEASANCE FR 14-ITOP OF STORAGE TO CEILING cc HORIZONTAL BARRIERS PROVIDED____________________ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 CATALINA JOB TITLE: CATALINA DESIGN GROUP 2261 COSMOS Cr., CARLSBAD, CA 92009 WATER SUPPLY DATA NODE It @ STATIC RESID. FLOW AVAIL. TOTAL REQ'D SOURCE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 12 142.0 93.6 1507.1 130.8 684.5 80.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 684.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500;0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 184.5 GPM NODE ANALYSIS DATA NODE # ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 K= 5.60 28.7 30.0 2 10.0 K= 5.60 29.3 30.3 3 10.0 K= 5.60 31.6 31.5 4 10.0 K= 5.60 29.2 30.3 5 10.0 K= 5.60 30.0 30.6 6 10.0 K= 5.60 32.3 31.8 7 10.0 - - - - 32.8 - - - 8 10.0 - - - - 34.6 - - - 9 24.0 - - - - 69.1 - 10 24.0 - - - - 69.8 - - - 11 24.0 - - - - 69.8 - - - 12 0.0 SOURCE 80.3 184.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 JOB TITLE: CATALINA DESIGN GROUP 2261 COSMOS CT., CARLSBAD, CA 92009 PIPE DATA PIPE NO. Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) 1 -30.0 1.639 PL 7.0 PF 0.6 1 10.0 5.6 28.7 30.0 4.6 120 •FL 12.0 PE 0.0 2 10.0 5.6 29.3 30.3 0.031 TL 19.0 PV 0.1 2 -60.3 1.639 PL 12.0 PF 2.3 2 10.0 5.6 29.3 30.3 9.2 120 FL 8.0 PE 0.0 3 10.0 5.6 31.6 31.5 0.114 TL 20.0 PV 0.6 3 -30.3 1.639 PL 7.0 PF 0.8 4 10.0 5.6 29.2 30.3 4.6 120 FL 170'PE 0.0 5 10.0 5.6 30.0. 30.6 0.032 TL 24.0 PV 0.1 4 -60.9 1.639 PL 12.0 PF 2.3 5 10.0 5.6 30.0 30.6 9.3 120 FL 8.0 PE 0.0 6 10.0 5.6 32.3 31.8 0.116 TL 20.0 PV 0.6 5 -92.7 1.639 PL 1.0 PF 2.3 6 10.0 5.6 32.3 31.8 14.1 120 FL 8.0 PE 0.0 8 10.0 0.0 34.6 0.0 0.253 TL 9.0 PV 1.3 6 -91.8 1.639 PL 1.0 PF 1.2 3 10.0 5.6 31.6 31.5 14.0 120 FL 4.0 PE 0.0 7 10.0 0.0 32.8 0.0 0.248 TL 5.0 PV 1.3 7 -91.8 1.639 PL 7.0 PF 1.7 7 10.0 0.0 32.8 0.0 14.0 120 FL 0.0 PE 0.0 8 10.0 0.0 34.6 0.0 0.248 TL 7.0 PV 1.3 8 -184.5 1.639 PL 21.0 PF 40.6 8 10.0 0.0 34.6 0.0 28.1 120 FL 24.0 PE 6.1 9 24.0 0.0 69.1 0.0 0.903 TL 45.0 PV 5.3 9 -184.5 4.026 PL 42.0 PF 0.7 9 24.0 0.0 69.1 0.0 4.6 120 FL 20.0 PE 0.0 10 24.0 0.0 69.8 0.0 0.011 TL 62.0 PV 0.1 10 -184.5 8.071 PL 30.0 PF 0.0 10 24.0 0.0 69.8 0.0 1.2 120 FL 18.0 PE 0.0 11 24.0 0.0 69.8 0.0 0.000 TL 48.0 PV 0.0 11 -184.5 8.071 PL 27.0 PF 0.0 11 24.0 0.0 69.8 0.0 1.2 120 FL 18.0'PE 10.4 12 0.0 SRCE 80.3 (N/A) 0.000 TL 45.0 PV 0.0 \ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: CATALINA DESIGN GROUP 2261 COSMOS CT., CARLSBAD, CA 92009 NOTES: Calculations were performed by the HASS 4.0 computerprogram under license no. 6021C15 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, Georgia 30345 The system has been balanced to provide an average imbalance at each node of 0.029 gpm and a maximum imbalance at any node of 0.297 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity in any pipe is 28.1 ft/sec. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: CATALINA DESIGN GROUP 2261 COSMOS CT., CARLSBAD, CA 92009 WATER SUPPLY CURVE 180+ 165+ 150+ I \\\ 135+ \\\ \O\ \\\ \\\ P120+ \\\ R \\\ E \\\ S \\\ S105+ \\\ U \\\ R E \* <- 93.6 psi @ 1507.1gpm 90+ Flow Test Point ( P S x I 75+ 60+ 45+ 30+ LEGEND X = Required Water Supply 80.26 psi @ 684.5 gpm 15+ O = Available Water Supply It 130.76 psi @ 684.5 gpm II 0++-+----+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)