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HomeMy WebLinkAbout1 LEGO DR; ; AS000057; Permit3/7/24, 4:24 PM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: AS000057 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS000057 1 LEGO DR Status: ISSUED SPRINK Applied 4/12/2000 2111000900 Approved: 0 Issued: Inspector: LEGOLAND BLDG #216 Owner: LEGOLAND CALIFORNIA INC LEGOLAND ESTATES AG C/O PROPERTY TAX SERV CO PO BOX 543185 DALLAS TX 90 0 Total($) 90 8 e_s_($_) ____ Add'I Fees ($) --~-- Balance($) 0 about blank 1 /1 APR-1 1-00 TUE 14 :21 CARLSBAD FIRE DEPT FAX NO. 7609290256 P. 01 ----=-~•~•-,,•--···-- CARLSBAD FIRE PRO'l'ECTION SERVICES Permit Submittal Form A. Check or fill in pertinent information for type of permit you are submitting. AS -Aurom{dic 5'pri11kler.s Commercial (/B) Residential Number o.fHe--;_;:is per System: ----- System# _J. __ Htads__ib_ System # __ Heads __ System # ___ Heads System # ___ Heads System # _ Heads System # ___ l-foads __ Undergrom1d included for approval Underground includ~d for reference only FA -Fite Alarm 10 devices or less Over l O devices - .FS -Fixed Systems (Circle One) Ye..s • Total Fees 'fO~ # of devicc:s Hood & Duct, Halon, Special Chemical Agc:nt, Standpipe, Spray Booth, or Appliance. Total Fees - There may bee ,t.n additional fee ot $50.00 per )') hour for Failed Inspections. B. Address of job site_)_ Leqo/0:v1 d Dr Building Permit # ~C~B~------ C. Contrac tor Info1111ation Name. __ 4z ["eC Address_. _8:.,__,{ a_) __ C~ci~M--+--'-M--+--.e.,~li,_C~rO<~I __ S_~_ City, State, Zip__fo. YYleS°'. cA1 q/vll(Z Certificate of' Insurance on file with Fire Dept.? .Business Licensr l fi • with City? Y otfil Y o@ Suite# Z/' r AZTEC FIRE & SAFETY 8109 COMMERCIAL ST. LA MESA, CA 91942 HYDRAULIC CALCULATIONS FOR LEGOLAND BLDG £216 LEGOLAND DRIVE CARLSBAD, CA 92008 DATE: 04-05-2000 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY GROUP 2 .20 DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (w/ hose): FLOW AND PRESSURE(@ BOR): SPRINKLER ORIFICE SIZE: 2000 SQ. FT. 130 MAX. 20 549.8 gpm 1049.8 gprn 549.8 gpm@ 48.8 psi K = 5.6 NAME OF CONTRACTOR: AZTEC FIRE AND SAFETY DESIGN/LAYOUT BY: AZTEC AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16-558046 SYSTEM DESIGN IS BASED ON N.F.P.A. £13 1999 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 04/08/2000 C:\MYDOCU-1\BUSINESS\AZTEC LEGOLAND\NEW. JOB TITLE: Legoland Building £216 Addition .20/2000 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOR 100.0 79.0 1089.0 80.4 1049.8 66.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1049.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES o.o GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 549.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 12.7 K= 5.60 20.3 25.2 2 12.7 K= 5,60 22.2 26,4 3 12.7 K= 5.60 24.0 27.5 4 12.7 K= 5.60 26.0 28.6 .5 12.7 K= 5.60 28.3 29.8 6 12.7 ----29.6 ---,.., 11. 0 ----35.8 ---I 8 13.0 K= 5.60 20.3 25.2 9 13.0 K= 5,60 22.1 26.3 1 0 13.0 K= 5.60 24.0 27.4 11 13.0 K= 5.60 25.9 28.5 12 13.0 K= 5.60 28.2 29.8 13 13.0 ----29.5 --- 14 11.0 ----35.9 --- lS 13.2 K= 5.60 20 .3 25.2 16 13.2 K= 5 .60 22.2 26.4 l,.., 13.2 K= 5.60 24.0 27.4 18 13. 2 K= 5.60 26.0 28.5 ,;~ 19 13.2 K= 5.60 28.3 29.8 ,eti 2J 13 ,2 ----29.5 --- 2_:_ 11. 0 ----36 .1 ---co 22 13,5 K= 5.60 20.4 25.3 and I 2 ~\ 13.3 K= 5.60 2 2.3 26.5 .ondltl1 24 13.5 K= 5.60 24.2 27.5 ,torm11 25 13.5 K= 5.60 26.1 28.6 TIit ltl 26 13.5 K= 5 .60 28.5 29.9 t»t-' ?~ 11.5 29.7 ~ --,otllll 28 11.0 ----36.5 ----°' pnr 7,0 ----45.9 -----BOR 0.5 ----48 .8 --- '31::'' 3.0 ----4<L2 --- BF2 3 .8 6 4.2 --- ,sc,R 1.).0 SOURCE c:6.4 549 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 04/08/2000 C:\MYDOCU-1\BUSINESS\AZTEC\LEGOLAND\NEW. JOB TITLE: Legoland Building £216 Addition .20/2000 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) F.L./FT (PSI) Pipe: 1 -25.2 1.104 PL 12.00 PF 1. 9 1 12.7 5.6 20.3 25.2 8.5 120 FTG PE 0.0 2 12.7 5.6 22.2 26.4 0.156 TL 12.00 PV 0.5 Pipe: 2 -51.6 1.452 PL 12.00 PF 1.9 2 12.7 5.6 22.2 26.4 10 .0 120 FTG PE 0.0 3 12.7 5.6 24.0 27.5 0.154 TL 12 .00 PV 0.7 Pipe: 3 -79.1 1.687 PL 12.00 PF 2 .0 J 12.7 5.6 24.0 27.5 11.4 120 FTG PE a.a 4 12.7 5.6 26.0 28.6 0.164 TL 12.00 PV 0.9 Pipe: 4 -107.6 1.687 PL 8.00 PF 2.3 4 12.7 5.6 26.0 28.6 15.4 120 FTG PE 0.0 5 12.7 5.6 28.3 29.8 0.290 TL 8.00 PV 1. 6 Pipe: 5 -137.4 2.154 PL 9.00 PF 1.2 5 12.7 5.6 28.3 29.8 12.1 120 FTG PE o.o 6 12.7 o.o 29.6 o.o 0.138 TL 9.00 PV 1.0 Pipe: 6 -137.4 2.154 PL 16.00 PF 5.5 6 12.7 0.0 29.6 o.o 12.1 120 FTG 2T PE 0.7 7 11. 0 0.0 35.8 0.0 0.138 TL 40.00 PV 1.0 Pipe: 7 -137.4 4.260 PL 10 .50 PF 0.1 7 11.0 o.o 35.8 0.0 3.1 120 FTG PE 0.0 14 11. 0 o.o 35.9 0.0 0.005 TL 10.50 PV 0.1 Pipe: 8 -25.2 1.104 PL 12.00 PF 1. 9 8 13.0 5.6 20.3 25.2 8.4 120 FTG PE 0.0 9 13.0 5.6 22.1 26.3 0.156 TL 12.00 PV 0,5 Pipe: 9 -51.5 1.452 PL 12.00 PF 1.8 9 ]3.0 5.6 22.1 26.3 10.0 120 FTG PE 0.0 10 13.0 5.6 24.0 27.4 0.154 TL 12.00 PV 0.7 , Pipe: 10 -78,9 1.687 PL 12.00 PF 2.0 ' .., 13.0 5.6 24.0 27.4 11.3 120 FTG PE 0.0 L ~ 11 13.0 5.6 25.9 28.5 0.163 TL 12.00 PV C.9 Pipe: 11 -107.5 1.687 PL 8.00 PF 2. J 11 13.0 5 .6 25.9 28.5 15.4 120 FTG PE O.Cl p1 12 13.0 5.6 28.2 29.8 0.289 TL 8.00 PV 1. 6 l 11 P i pe : 1.2 -137.2 2.154 PL 9.00 PF ::.. . 2 1 :Z 13 .0 5 .6 28.2 29.8 12.l 120 FTG PE 0 .0 1 ~ ..;, 1 3 .0 0.0 29.5 c.o 0.138 TL 9 .00 PV j . 0 Pipe: 13 -137.2 2.154 PL 16.25 PF 5.6 11 13.0 o.o 29.5 0.0 12.1 120 FTG 2T PE 0.9 I 4 11. 0 0.0 35.9 o.o 0.138 TL 40.25 PV 1.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/08/2000 C:\MYDOCU-1\BUSINESS\AZTEC\LEGOLAND\NEW. JOB TITLE: Legoland Building £216 Addition .20/2000 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRP.SS< END ELEV . NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) ( K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -274.7 4.260 PL 10.50 PF 0.2 14 11.0 0.0 35.9 0.0 6.2 120 FTG PE o.o 21 11.0 o.o 36.1 o.o 0.018 TL 10.50 PV 0.3 Pipe: i5 -25.2 1.104 PL 12.00 PF 1.9 15 13.2 5.6 20.3 25.2 8.5 120 FTG PE o.o 16 13.2 5.6 22.2 26.4 0.156 TL 12 .00 PV 0.5 Pipe: 16 -51.6 1.452 PL 12.00 PF 1.9 16 13.2 5.6 22.2 26.4 10.0 120 FTG PE 0.0 17 13.2 5.6 24.0 27.4 0.154 TL 12.00 PV 0.7 Pipe: 17 -79.0 1. 687 PL 12.00 PF 2.0 17 13.2 5.6 24.0 27.4 11.3 120 FTG PE 0.0 18 13.2 5.6 26.0 28.5 0.163 TL 12 .00 PV 0.9 Pipe: 18 -107.6 1.687 PL 8.00 PF 2.3 18 13.2 5.6 26.0 28.5 15.4 120 FTG PE 0.0 19 13.2 5 .6 28.3 29.8 0.289 TL 8.00 PV 1. 6 Pipe: 19 -137.4 2.154 PL 9.00 PF 1.2 19 13.2 5.6 28.3 29.8 12.1 120 FTG PE o.o 20 13.2 o.o 29.5 0.0 0.138 TL 9.00 PV 1.0 Pipe: 20 -137.4 2.154 PL 16.50 PF 5.6 20 13.2 o.o 29.5 0.0 12.1 120 FTG 2T PE 1.0 21 11. 0 0.0 36.1 o.o 0.138 TL 40.50 PV 1.0 Pipe : 21 -412.0 4.260 PL 10.50 PF 0.4 21 11. 0 0.0 36.1 0.0 9.J 120 FTG PE 0.0 28 11. 0 0.0 36.5 o.o 0.038 TL 10.50 PV 0.6 Pipe: 22 -25.3 1.104 PL 12.00 PF 1.9 2 .2 13.5 5.6 20.4 25.3 8.5 120 FTG PE 0.0 23 1 3.5 5.6 22.3 26.5 0.157 TL 12.00 PV 0.5 Pipe~ 23 -51. 8 1.452 PL 12.00 PF 1. 9 2::. 13.5 5.6 22.3 26.5 10.0 120 FTG PE . 0 2.:i: 13.5 5.6 24.2 27.5 0.155 TL 12.00 PV (). 7 Pipe: 24 -79.3 1.687 PL 12.00 PF 2.0 24 13.5 5.6 24.2 27.5 11. 4 120 FTG PE o.o 25 13.5 5.6 26.1 28.6 0.165 TL 12.00 PV 0.9 Pipe; 25 -107.9 1.687 PL 8.00 PF 2. 3 25 13.5 5.6 26,1 28.6 15.5 120 FTG PE o.o 20 1 :i. 5 5,6 28.5 29.9 0.291 TL 8 ,00 PV 1.€ Pi.p 25 -137.8 2.154 PL 3.00 PF 1.1 2(~, 13.5 5.6 28.5 29.9 12.l 120 FTG PE o.u ?--., .... _ . 5 o.o 29 .7 0.0 0.139 TL 9.00 PV 1.0 ~' J. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 04/08/2000 C:\MYDOCU-1\BUSINESS\AZTEC\LEGOLAND NEW . JOB TITLE: Legoland Building £216 Addition .20/2000 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) PRESS. END ELEV. NOZ. NODES (FT) (K) (PSI) (GPM) F.L./FT SUM. (PSI) 27 28 Pipe: 27 13.5 11. 0 Pipe: 28 28 11.0 POC 7 .0 Pipe: 29 POC 7.0 BOR 0.5 Pipe: 30 BOR 0.5 BF1 3.0 Pipe: 31 BF2 3.0 BFl 3.0 Pipe: 3 2 o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 BF2 3.0 0.0 SOR 0.0 SRCE NOTES: 29.7 36.5 36.5 45.9 45.9 48.8 48.8 49.2 64.2 49.2 64,2 66.4 -137.8 0.0 12.1 0.0 -549.8 0.0 12.4 0.0 -549.8 o.o 5.6 0.0 -549.8 o.o 6.1 0.0 2.154 PL 120 FTG 0.139 TL 16.75 2T 40.75 PF PE PV 4.260 PL 53 .00 PF 120 FTG JET PE 0.065 TL 118.00 PV 6.357 PL 120 FTG 0.009 TL 6.50 PF PE 6.50 PV 6.080 PL 55.00 PF 150 FTG 2E2TG PE 0.008 TL 194.00 PV FIXED PRESSURE LOSS DEVICE 0.0 15.0 psi, 549.8 gpm 0.0 -549.8 0.0 6.1 (N/A) 6.080 PL 8.00 PF 150 FTG 3ETG PE 0.008 TL 122.00 PV 5.7 1.1 1.0 7,7 1.7 1.0 0.1 2.8 0.2 1. 5 -1.1 0.2 0.9 1.3 0.2 :1) Calculations were performed by the HASS 6.4.0 computer program under license no. 126F611 granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.175 gprn. 13) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is l5.5 ft/sec at pipe 25. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/08 /2000 C:\MYDOCU-1\BUSINESS\AZTEC\LEGOLAND\N EW. JOB TITLE: Legoland Building £216 Addition .20/2000 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVlv BfyVlv in Feet G A GatVlv AlmChk D DPVlv -------------------------------------------------------- N NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 6 .357 18.00 38.00 11. 00 40.00 13.00 4.00 35.00 24.00 38.00 PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitti ng Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv --------------------------------------------------------N NPTee 1.104 3 .00 6.00 3 .00 6 .00 8.00 1.00 13.00 13.00 6.00 1.452 4.00 8.00 3 .00 9.00 8.00 1.00 13.00 13.00 8.00 1.687 5.00 10.00 3.00 11.00 8.00 1.00 13.00 13.00 10.00 2.154 6.00 12.00 4.00 13.00 7.00 1.00 12.00 12.00 12.00 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 21.00 46.00 14.00 49.00 15 .00 5.00 46.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/08/2000 C:\MYDOCU-1\BUSINESS\AZTEC\LEGOLAND\NEW. JOB TITLE: Legoland Building £216 Addition .20/2000 WATER SUPPLY CURVE p R E s s u R E ( p s I ) 108+ 99*\\ \\ \\ \\\ 90+ \\ \\ \\ \\ 81+ \0 * <-79.0 psi@ 1089 gpm Flow Test Point 72+ I I X 63+ 54+ 45 + ' 36+ -.., ' L, I T ========================------ 18+ LEGEND X = Required Water Supply 6 6 .38 psi@ 1049.8 gpm 9+ \ O = Available Water Supply I 80.J8 psi@ 1049.8 gpm II It II fl II " " " o+~-+---~----+-----+------+--------+--------+---------+-----------T 480 60C 800 1000 12CO 1400 1600 :BO O 2000 FLOW (GPM )