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Home My WebLink About1 LEGO DR; ; AS980016; Permit3/8/24, 11 :33 AM AS980016 Permit Data City of Carlsbad AUTOMATIC SPRINKLER-COMM Job Address: 1 LEGO DR Permit Type: ASC Parcel No: 2110221600 Lot#: 0 Reference No.: PC#: Permit No: AS980016 Status: ISSUED Applied 2/11/1998 Approved: 2/11/1998 Issued: 2/11/1998 Inspector: Project Title: LEGOLAND CARLSBAD MAINTENANCE AND STORAGE BLDG O/H ONLY Applicant: GRINNELL FIRE PROTECTION 4223 PONDEROSAAV STE D SAN DIEGO CA 619-279-1980 Owner: CARLSBAD ESTATE HOLDING INC l Fees ($) i Add'I Fees($) F 240 ~ 0 Total($) 240 about:blank 1 /1 ' F I R E D E P A R M E N T P E R M J T 02/11/98 17:36 Page 1 of 1 Job Address: 1 LEGO DR Suite: Permit Type: AUTOMATIC SPRINKLEH-COMMERCTAL Parcel No: 211-022-16-00 Construction Type: NEW OccupanC'y Group: Description: LEGOLAND CARLSBAD : MAINTENANCE AND STORAGE BLDG O/H ONLY Resp Party: GRINNELL FIRE PROTECTION 4223 PONDEHOSA AV STE D SAN DIEGO CA Fire Dept. Refere Fees Requ ire<l Fees: Adju,;tments: Totcil Fi:.es: Fee descriptio Enter Additional Enter# of Re-In * 'l'OTAL FIRE PREVENTION BUREAU 2560 ORION WAY, CARLSBAD, CA 92008-7280 (619) 931-2121 Permit No: AS980016 Project No: A9603436 Bldg Permit#: CB971456 Stat-.us: Applied : Apr/Issue: Entered By: ISSUED 02/11/98 02/11/98 CB .00 . () () 24n.on Ex~ fee• Dat:a 80.00 160.00 240,00 GRINNELL FIRE PROTECTION 4223 PONDEROSA AVENUE SUITED SAN DIEGO, CA. 92123 JAN 1 9 1998 HYDRAULIC CALCULATIONS FOR LEGOLAND -CARLSBAD ONE LEGO DRIVE CARLSBAD,CALIFORNIA 92008 FILE NUMBER: LEGO205A.SDF STORAGE AND MAINTENANCE RACK STORAGE AREA DATE: Jan 14, 1998 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: SPRINKLER K-FACTOR : SPRINKLER MAX. COVERAGE AREA: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): SYSTEM FLOW (@ BOR): SYSTEM PRESSURE (@ BOR): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION : CONTRACTOR CERTIFICATION NUMBER: EXTRA HAZARD SYSTEM 0.80 GPM/SQ.FT. 2,000.00 SQ.FT. 90 SQ.FT. 17.0 / 0.775 ORIFICE 90 SQ.FT./ MIN: 18 .0 psi 23 SPRINKLER HEADS 1688.7 GPM 2188.6 GPM 1688.7 GPM 52.9 PSI CHRISTOPHER FRYE CARLSBAD FIRE DEPT . & SCHIRMER ENGINEERING C-16 / #280123 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE# 4Cl324B) HRS SYSTEMS, INC. ATLANTA, GA .. > SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 01/14/1998 C:\HASS62 \FILES\LEGOLA-1\LEGO205A.SDF JOB TITLE : LEGOLAND -STORAGE AND MAINTENANCE BUILDING WATER SUPPLY DATA SOURCE NODE TAG LEGO12 STATIC PRESS . (PS I } 98.0 RESID. PRESS. (PSI } 65.0 @ FLOW (GPM} 2195.0 AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE AVAIL. PRESS .@ (PSI} 65 .2 TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 ELEVATION (FT} 181.2 182 .2 182.2 182.2 182.2 182.2 182.2 182.2 182 .2 181.7 181 .2 182.6 182 .6 182 .6 182.6 182.6 182.6 182.6 182.6 181 .7 181. 2 182 .9 182.9 182 .9 182.9 182.9 182.9 182 .9 182 .9 181.7 181.2 183.4 183.4 183 .4 NODE TYPE K=17.00 K=17.00 K=17.00 K=l7.00 K=17.00 K=17.00 K=17.00 K=17.00 K=17 .00 K=17.00 K=17.00 K=17.00 K=17.00 K=17.00 K=17.00 K=17.00 K=17.00 K=17.00 K=17.00 K=l7.00 PRESSURE (PSI } 21 .9 20.1 18.3 18 .1 18 .1 18 .1 18.5 19.5 31. 0 34 .4 21. 9 19.9 18.2 18.0 17.9 18.0 18 .4 19 .4 30.8 34.5 22.2 20.0 18.3 18.0 18.0 18.0 18.4 19.4 30 .7 34.5 22.7 20.7 19.6 19.5 TOTAL DEMAND (GPM } 2188 .6 REQ'D PRESS . (PSI } 52.9 2188.6 GPM 0 .0 GPM 500.0 GPM 1688.6 GPM DISCHARGE (GPM } 72 .8 72 .3 72 .2 72.4 73.2 75 .1 72 .6 72.0 72.0 72.1 72.9 74 .8 72 .7 72.1 72.1 72.2 73.0 74.8 75.2 75.0 ,. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 01/14/1998 C :\HASS62\FILES\LEGOLA-1\LEGO205A.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT ) (PS I) (GPM) 35 183 .4 K=17.00 19.5 75.0 36 183 .4 K=1 7 .00 19 .7 75 .4 37 183.4 K=17.00 20 .4 76.8 38 183 .4 31 .2 --- 39 181 .7 ----34.7 --- 40 181.2 ----23.5 --- 41 183.4 23 .8 --- 42 183.4 33.0 --- 43 181.7 ----35.0 --- 44 181 .2 ----23 .5 --- 45 182.9 ----24 .1 --- 46 182 .9 ----33 .5 --- 47 181 .7 ----35 .3 --- 48 181.2 ----23.8 --- 49 182 .6 ----24.4 --- 50 182.6 ----34.1 --- 51 181.7 ----35.8 --- 52 181.2 ----23.8 --- 53 182 .2 ----24 .7 --- 54 182.2 ----34.8 --- 55 181 .7 ----36.3 --- 56 181 .7 ----37.8 --- TOR 181 .7 ----41. 0 --- BOR 158 .2 HOSE STREAM 52.9 50.0 UGS 154 .7 ----54.8 --- AUG6 150.0 ----62 .6 --- FDC 151.0 64 .7 --- AUG5 151.0 65.5 --- PUMP2 157 .0 ----65.1 --- PUMPl 157.0 ----29 .1 --- AUG4 151. 0 ----32 .8 --- AUG3 151 .0 ----33 .9 --- BFP2 157 .0 ----32.0 --- BFPl 157 .0 44.0 --- AUG2 151.0 47.3 --- AUGl 151.0 HOSE STREAM 48 .8 450.0 LEGO12 150.0 SOURCE 52 .9 2188 .6 ), SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 01/14/1998 C:\HASS62 \FILES\LEGOLA-1\LEGO205A.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE 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) F. L. /FT (PS I) Pipe: 1 169 .9 2.469 PL 0.80 PF 1.3 1 181.2 0 .0 21.9 0 .0 11.4 120 FTG T PE -0.4 2 182.2 0 .0 20.1 0 .0 0.105 TL 12.80 PV 0.9 Pipe: 2 169.9 2.635 PL 6.00 PF 1.7 2 182 .2 0.0 20 .1 0.0 10 .0 120 FTG T PE 0.0 3 182.2 17 .0 18.3 72 .8 0.077 TL 22.47 PV 0.7 Pipe: 3 97.1 2 .635 PL 10.00 PF 0.3 3 182.2 17.0 18.3 72.8 5.7 120 FTG PE 0 .0 4 182.2 17.0 18.1 72.3 0.027 TL 10.00 PV 0.2 Pipe: 4 24.8 2.635 PL 10 .00 PF 0.0 4 182.2 17.0 18.1 72.3 1.5 120 FTG PE 0.0 5 182 .2 17.0 18 .1 72 .2 0.002 TL 10.00 PV 0 .0 Pipe: 5 -47.4 2.635 PL 10.00 PF 0.1 5 182.2 17.0 18.1 72 .2 2.8 120 FTG PE 0 .0 6 182.2 17.0 18.1 72.4 0.007 TL 10.00 PV 0.1 Pipe: 6 -119.8 2.635 PL 10.00 PF 0.4 6 182.2 17.0 18.1 72.4 7.0 120 FTG PE 0.0 7 182.2 17.0 18.5 73.2 0.040 TL 10.00 PV 0.3 Pipe: 7 -193 .0 2 .635 PL 10 .00 PF 1.0 7 182 .2 17.0 18.5 73.2 11.4 120 FTG PE 0.0 8 182.2 17.0 19.5 75 .1 0.097 TL 10.00 PV 0.9 Pipe : 8 -268.1 2.635 PL 48.00 PF 11.5 8 182.2 17.0 19.5 75 .1 15.8 120 FTG T PE 0.0 9 182.2 0.0 31.0 0 .0 0.178 TL 64.47 PV 1. 7 Pipe: 9 -268.1 2.469 PL 1.10 PF 3 .2 9 182 .2 0.0 31. 0 0.0 18 .0 120 FTG T PE 0 .2 10 181.7 0.0 34.4 0 .0 0.245 TL 13.10 PV 2 .2 Pipe: 10 169 .9 4.260 PL 9 .00 PF 0 .1 11 181.2 0.0 21. 9 0.0 3.8 120 FTG PE 0.0 1 181.2 0.0 21.9 0 .0 0.007 TL 9.00 PV 0.1 Pipe: 11 169.3 2.469 PL 1.10 PF 1.4 11 181.2 0.0 21.9 0 .0 11.3 120 FTG T PE -0 .6 12 182.6 0.0 19.9 0.0 0 .105 TL 13.10 PV 0.9 Pipe: 12 169.3 2.635 PL 6.00 PF 1. 7 12 182 .6 0.0 19.9 0.0 10.0 120 FTG T PE 0.0 13 182.6 17 .0 18 .2 72.6 0 .076 TL 22 .47 PV 0.7 Pipe : 13 96.7 2.635 PL 10 .00 PF 0 .3 13 182 .6 17.0 18 .2 72.6 5.7 120 FTG PE 0.0 14 182 .6 17.0 18.0 72.0 0.027 TL 10.00 PV 0.2 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 01/14/1998 C:\HASS62\FILES\LEGOLA-1\LEGO205A .SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING PIPE DATA (cont .) 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: 14 24.6 2.635 PL 10.00 PF 0.0 14 182.6 17.0 18 .0 72.0 1.4 120 FTG PE 0.0 15 182.6 17.0 17.9 72.0 0.002 TL 10 .00 PV 0.0 Pipe: 15 -47.4 2.635 PL 10.00 PF 0 .1 15 182.6 17.0 17.9 72.0 2.8 120 FTG PE 0.0 16 182.6 17.0 18.0 72.1 0.007 TL 10.00 PV 0.1 Pipe: 16 -119.5 2.635 PL 10.00 PF 0.4 16 182.6 17.0 18.0 72.1 7.0 120 FTG PE 0 .0 17 182 .6 17.0 18.4 72.9 0.040 TL 10 .00 PV 0.3 Pipe: 17 -192 .5 2.635 PL 10.00 PF 1.0 17 182.6 17.0 18.4 72.9 11.3 120 FTG PE 0.0 18 182 .6 17.0 19.4 74.8 0.097 TL 10.00 PV 0.9 Pipe: 18 -267.3 2.635 PL 48.00 PF 11 .4 18 182.6 17.0 19.4 74.8 15 .7 120 FTG T PE 0.0 19 182.6 0.0 30.8 0.0 0.178 TL 64.47 PV 1.7 Pipe: 19 -267.3 2.469 PL 1. 30 PF 3 .2 19 182.6 0.0 30.8 0.0 17.9 120 FTG T PE 0.4 20 181 .7 0.0 34.5 0 .0 0 .244 TL 13.30 PV 2.2 Pipe : 20 268.1 6.357 PL 9.00 PF 0.0 20 181.7 0 .0 34.5 0.0 2.7 120 FTG PE 0.0 10 181.7 0.0 34.4 0 .0 0.002 TL 9.00 PV 0.0 Pipe: 21 339.1 4.260 PL 9.00 PF 0.2 21 181.2 0.0 22.2 0.0 7.6 120 FTG PE 0.0 11 181. 2 0.0 21.9 0 .0 0.027 TL 9.00 PV 0.4 Pipe: 22 170.5 2.469 PL 1.40 PF 1.4 21 181.2 0.0 22.2 0 .0 11.4 120 FTG T PE -0.7 22 182.9 0.0 20.0 0.0 0.106 TL 13 .40 PV 0.9 Pipe: 23 170.5 2.635 PL 6 .00 PF 1.7 22 182.9 0.0 20.0 0.0 10.0 120 FTG T PE 0.0 23 182.9 17.0 18 .3 72.7 0.077 TL 22.47 PV 0.7 Pipe: 24 97.9 2.635 PL 10.00 PF 0.3 23 182.9 17 .0 18 .3 72.7 5.8 120 FTG PE 0.0 24 182.9 17.0 18.0 72.1 0.028 TL 10.00 PV 0.2 Pipe: 25 25.8 2.635 PL 10.00 PF 0.0 24 182.9 17.0 18.0 72.1 1.5 120 FTG PE 0 .0 25 182.9 17.0 18.0 72.1 0 .002 TL 10.00 PV 0.0 Pipe: 26 -46 .3 2.635 PL 10.00 PF 0.1 25 182 .9 17 .0 18.0 72 .1 2 .7 120 FTG PE 0.0 26 182 .9 17.0 18 .0 72.2 0 .007 TL 10.00 PV 0.0 ~ SPRINKLER SYSTEM HYDRAULIC ANALYSI S Page 5 Date : 01/14/1998 C:\HASS62 \FILES\LEGOLA-1 \LEGO205A .SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING PIPE DATA (cont.) 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: 27 -118.4 2 .635 PL 10.00 PF 0 .4 26 182 .9 17.0 18.0 72 .2 7.0 120 FTG PE 0.0 27 182 .9 1 7 .0 18 .4 73.0 0 .039 TL 10.00 PV 0 .3 Pipe : 28 -191. 4 2.635 PL 10.00 PF 1.0 27 182.9 17 .0 18 .4 73.0 11.3 120 FTG PE 0 .0 2 8 182 .9 17.0 19.4 74.8 0 .096 TL 10 .00 PV 0.9 Pipe: 29 -266.3 2.635 PL 48.00 PF 11.4 28 1 82 .9 17.0 19.4 74.8 15.7 120 FTG T PE 0.0 29 182.9 0 .0 30.7 0.0 0.176 TL 64.47 PV 1.7 Pipe : 30 -266.3 2 .469 PL 1.50 PF 3 .3 29 182 .9 0.0 30 .7 0.0 17.8 120 FTG T PE 0.5 30 181.7 0 .0 34.5 0 .0 0 .242 TL 13 .50 PV 2 .1 Pipe : 31 535.4 6 .357 PL 9 .00 PF 0 .1 30 181.7 0.0 34.5 0 .0 5 .4 120 FTG PE 0.0 20 181.7 0.0 34 .5 0 .0 0.009 TL 9.00 PV 0 .2 Pipe: 32 509.7 4.260 PL 9.00 PF 0.5 31 181.2 0.0 22 .7 0.0 11.5 120 FTG PE 0.0 2 1 181 .2 0.0 22.2 0.0 0.056 TL 9.00 PV 0.9 Pipe : 33 137 .5 2 .469 PL 1. 70 PF 1.0 31 181. 2 0 .0 22 .7 0 .0 9 .2 120 FTG T PE -1.0 3 2 183 .4 0 .0 20 .7 0 .0 0 .071 TL 13.70 PV 0 .6 Pipe: 34 137.5 2.635 PL 6.00 PF 1.2 32 183 .4 0.0 20 .7 0.0 8.1 120 FTG T PE 0.0 33 183.4 17.0 19 .6 75 .2 0.052 TL 22.47 PV 0 .4 Pipe : 35 62 .3 2.635 PL 10.00 PF 0.1 33 183.4 17.0 19 .6 75.2 3 .7 120 FTG PE 0.0 34 183.4 17 .0 19 .5 75 .0 0.012 TL 10.00 PV 0.1 P i pe: 36 -12.6 2 .635 PL 10 .00 PF 0 .0 34 183.4 17.0 19.5 75.0 0.7 120 FTG PE 0.0 35 183.4 17.0 19.5 75 .0 0 .001 TL 10 .00 PV 0 .0 Pipe : 37 -87 .6 2 .635 PL 10.00 PF 0 .2 35 183.4 17.0 19 .5 75.0 5.2 120 FTG PE 0.0 36 183.4 17 .0 19.7 75 .4 0.023 TL 10.00 PV 0.2 Pipe: 38 -163.1 2 .635 PL 10.00 PF 0.7 36 183 .4 17.0 19.7 75.4 9.6 120 FTG PE 0.0 37 183 .4 17 .0 20.4 76.8 0.071 TL 10.00 PV 0.6 Pipe : 39 -239.8 2.635 PL 58.00 PF 10.8 37 183 .4 17 .0 20.4 76.8 14.1 120 FTG T PE 0.0 38 183.4 0 .0 31. 2 0 .0 0 .145 TL 74 .47 PV 1.3 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 01/14/1998 C:\HASS62\FILES\LEGOLA-1\LEGO205A.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING PIPE DATA (cont .) 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 : 40 -239.8 2.469 PL 1.80 PF 2.8 38 183.4 0 .0 31.2 0.0 16.1 120 FTG T PE 0.7 39 181.7 0 .0 34 .7 0.0 0.199 TL 13.80 PV 1.7 Pipe: 41 801 .6 6.357 PL 9.00 PF 0.2 39 181.7 0.0 34.7 0.0 8.1 120 FTG PE 0.0 30 181 .7 0.0 34 .5 0.0 0.019 TL 9.00 PV 0.4 Pipe: 42 647.2 4.260 PL 9.00 PF 0 .8 40 181.2 0.0 23.5 0.0 14 .6 120 FTG PE 0.0 31 181. 2 0.0 22.7 0.0 0 .088 TL 9 .00 PV 1.4 Pipe: 43 -158.0 2 .469 PL 1. 70 PF 1 .3 40 181.2 0.0 23.5 0.0 10.6 120 FTG T PE -1.0 41 183.4 0.0 23.8 0 .0 0 .092 TL 13.70 PV 0.8 Pipe: 44 -158.0 2.635 PL 104.00 PF 9.2 41 183 .4 0.0 23.8 0.0 9.3 120 FTG 2T PE 0.0 42 183.4 0.0 33.0 0 .0 0.067 TL 136.95 PV 0 .6 Pipe: 45 -158.0 2 .469 PL 1.80 PF 1.3 42 183.4 0.0 33.0 0.0 10.6 120 FTG T PE 0.7 43 181.7 0.0 35 .0 0 .0 0 .092 TL 13.80 PV 0.8 Pipe: 46 1041. 4 6.357 PL 9 .00 PF 0 .3 43 181.7 0.0 35 .0 0.0 10.5 120 FTG PE 0.0 39 181.7 0.0 34.7 0 .0 0.030 TL 9.00 PV 0 .7 Pipe : 47 489.2 6 .357 PL 9.00 PF 0.1 44 181.2 0.0 23.5 0.0 4.9 120 FTG PE 0.0 40 181. 2 0.0 23.5 0 .0 0 .007 TL 9 .00 PV 0.2 Pipe : 48 -160.5 2.469 PL 1.40 PF 1.3 44 181.2 0.0 23 .5 0 .0 10.8 120 FTG T PE -0.7 45 182.9 0.0 24.1 0.0 0.095 TL 13 .40 PV 0.8 Pipe: 49 -160 .5 2 .635 PL 104 .00 PF 9 .5 45 182 .9 0.0 24.1 0.0 9.4 120 FTG 2T PE 0.0 46 182.9 0.0 33.5 0 .0 0 .069 TL 136.95 PV 0 .6 Pipe: 50 -160.5 2.469 PL 1.50 PF 1. 3 46 182 .9 0 .0 33.5 0 .0 10.8 120 FTG T PE 0.5 47 181.7 0.0 35.3 0.0 0.095 TL 13.50 PV 0.8 Pipe: 51 1199.5 6.357 PL 9.00 PF 0.4 47 181.7 0.0 35.3 0.0 12.1 120 FTG PE 0.0 43 181.7 0 .0 35 .0 0 .0 0.039 TL 9.00 PV 1.0 Pipe: 52 328.7 4.260 PL 9.00 PF 0.2 48 181. 2 0 .0 23 .8 0.0 7.4 120 FTG PE 0.0 44 181.2 0.0 23.5 0.0 0.025 TL 9.00 PV 0.4 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 01/14/1998 C:\HASS62 \FILES\LEGOLA-1\LEGO205A.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING PIPE DATA (cont.) 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: 53 -162.4 2 .469 PL 1.10 PF 1. 3 48 181 .2 0.0 23 .8 0.0 10 .9 120 FTG T PE -0.6 49 182.6 0.0 24.4 0.0 0.097 TL 13.10 PV 0.8 Pipe: 54 -162 .4 2.635 PL 104.00 PF 9 .7 49 182.6 0 .0 24 .4 0.0 9.6 120 FTG 2T PE 0.0 50 182.6 0.0 34 .1 0.0 0 .071 TL 136.95 PV 0.6 Pipe: 55 -162 .4 2.469 PL 1. 30 PF 1.3 50 182.6 0.0 34.1 0.0 10 .9 120 FTG T PE 0.4 51 181 .7 0.0 35.8 0 .0 0.097 TL 13.30 PV 0.8 Pipe: 56 1360.0 6.357 PL 9.00 PF 0.4 51 181 .7 0.0 35.8 0 .0 13 .7 120 FTG PE 0.0 47 181.7 0.0 35.3 0.0 0.049 TL 9.00 PV 1.3 Pipe: 57 166.2 4.260 PL 9.00 PF 0.1 52 181.2 0 .0 23.8 0.0 3 .7 120 FTG PE 0.0 48 181 .2 0.0 23.8 0.0 0.007 TL 9.00 PV 0.1 Pipe: 58 -166 .2 2.469 PL 0 .80 PF 1. 3 52 181 .2 0 .0 23.8 0 .0 11.1 120 FTG T PE -0.4 53 182 .2 0.0 24 .7 0.0 0.101 TL 12.80 PV 0.8 Pipe : 59 -166 .2 2 .635 PL 104.00 PF 10.1 53 182.2 0 .0 24 .7 0.0 9.8 120 FTG 2T PE 0.0 54 182 .2 0.0 34.8 0.0 0 .074 TL 136.95 PV 0 .6 Pipe: 60 -166.2 2.469 PL 1.10 PF 1. 3 54 182 .2 0.0 34.8 0.0 11.1 120 FTG T PE 0.2 55 181 .7 0 .0 36 .3 0.0 0.101 TL 13.10 PV 0.8 Pipe : 61 1522.4 6 .357 PL 9.00 PF 0 .5 55 181.7 0.0 36.3 0.0 15 .4 120 FTG PE 0.0 51 181.7 0 .0 35.8 0.0 0.061 TL 9.00 PV 1.6 Pipe : 62 -1688.7 6 .357 PL 2.00 PF 1.4 55 181.7 0.0 36.3 0.0 17 .1 120 FTG E PE 0.0 56 181 .7 0.0 37.8 0.0 0.074 TL 19 .60 PV 2 .0 Pipe: 63 -1688.7 6.357 PL 5 .50 PF 3 .2 56 181 .7 0.0 37.8 0.0 17.1 120 FTG T PE 0.0 TOR 181.7 0.0 41.0 0.0 0.074 TL 43.22 PV 2.0 Pipe: 64 -1688.7 6.357 PL 23 .50 PF 1. 7 TOR 181.7 0.0 41.0 0.0 17.1 120 FTG PE 10 .2 BOR 158.2 H.S. 52.9 50.0 0.074 TL 23 .50 PV 2.0 Pipe: 65 -1738.7 8.510 PL 9.00 PF 0.4 BOR 158 .2 H.S . 52 .9 50.0 9.8 140 FTG E PE 1.5 UGS 154.7 0.0 54.8 0.0 0.014 TL 30.00 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 01/14/1998 C:\HASS62\FILES \LEGOLA-1\LEGO205A.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING PIPE DATA (cont.) 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: 66 -1738.7 8.510 PL 335.00 PF 5.8 UGS 154.7 0 .0 54 .8 0.0 9.8 140 FTG ETG PE 2.0 AUG6 150.0 0.0 62.6 0.0 0.014 TL 409.00 PV 0.6 Pipe: 67 -1738.7 7.680 PL 70.00 PF 2 .5 AUG6 150.0 0.0 62.6 0.0 12.0 150 FTG T PE -0.4 FDC 151 .0 0.0 64 .7 0.0 0.021 TL 123 .00 PV 1.0 Pipe: 68 -1738.7 8.510 PL 37.00 PF 0.8 FDC 151.0 0.0 64.7 0.0 9.8 140 FTG E PE 0.0 AUG5 151.0 0 .0 65.5 0.0 0 .014 TL 58.00 PV 0.6 Pipe: 69 -1738.7 8.071 PL 8.00 PF 2.2 AUG5 151.0 0.0 65.5 0.0 10 .9 120 FTG TCG PE -2.6 PUMP2 157.0 0.0 65.1 0.0 0.024 TL 90.00 PV 0 .8 Pipe: 70 FIRE PUMP Rating: 1500.0 gpm @ 40.0 psi PUMPl 157.0 0.0 29.1 0.0 Avail.: 1738.7 gpm@ 36.1 psi PUMP2 157 .0 0 .0 65.1 0.0 Req' d .: 1738.7 gpm @ 36.1 psi Pipe: 71 -1738 .7 8.071 PL 8.00 PF 1.1 PUMPl 157.0 0.0 29.1 0.0 10 .9 120 FTG TG PE 2.6 AUG4 151.0 0.0 32.8 0 .0 0 .024 TL 45.00 PV 0.8 Pipe: 72 -1738.7 8.510 PL 37.00 PF 1.1 AUG4 151.0 0.0 32.8 0.0 9.8 140 FTG 2E PE 0.0 AUG3 151.0 0.0 33.9 0 .0 0.014 TL 79.00 PV 0 .6 Pipe: 73 -1738.7 8.510 PL 6.00 PF 0 .7 AUG3 151.0 0.0 33.9 0.0 9.8 140 FTG T PE -2.6 BFP2 157.0 0.0 32.0 0.0 0.014 TL 53.00 PV 0.6 Pipe : 74 FIXED PRESSURE LOSS DEVICE BFPl 157 .0 0 .0 44.0 0.0 12.0 psi, 1738.7 gpm BFP2 157 .0 0 .0 32.0 0.0 Pipe: 75 -1738 .7 8.510 PL 6.00 PF 0.7 BFPl 157.0 0.0 44.0 0 .0 9 .8 140 FTG 2E PE 2.6 AUG2 151.0 0.0 47.3 0.0 0.014 TL 48.00 PV 0.6 Pipe: 76 -1738.7 7.680 PL 18.00 PF 1. 5 AUG2 151.0 0.0 47.3 0.0 12.0 150 FTG T PE 0.0 AUGl 151 .0 H.S. 48.8 450.0 0.021 TL 71 .00 PV 1 .0 Pipe: 77 -2188.6 7.680 PL 60.00 PF 3.7 AUGl 151.0 H.S. 48.8 450.0 15.2 150 FTG TG PE 0.4 LEGO12 150.0 SRCE 52 .9 (N/A) 0.031 TL 119 .00 PV 1.5 SPRINKLER SYSTEM HYDRAULIC ANALYSI S Page 9 Date : 01/14/1998 C:\HASS62\FILES\LEGOLA-1\LEGO205A .SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING NOTES : (1) Calculations were performed by the HASS 6.2.0 computer program under license no. 422C1327E granted by HRS Systems, Inc . 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.076 gpm. (3 ) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 18.0 ft /sec at pipe 9. (4 ) a. System remote area HAS been proven or 'peaked'. b . Minimum pressure at any sprinkler: 17.938 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 18 .120 psi d. Remote area is located adjacent to right cross main (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40/TG HWC : 120 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G A Ell Tee 45'Ell ChkVlv BfyVlv GatVlv AlmChk 2 .469 6.00 12.00 3.00 14.00 7.00 1.00 12 .00 8 .071 13 .00 33.00 6 .50 45.00 12 .00 4 .00 34.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G D Ell Tee 45'Ell ChkVlv BfyVlv GatVlv DetChk 8 .510 21. 00 47.00 17.00 60.00 16.00 6.00 78.00 PAGE: K MATERIAL: PVC200 HWC : 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G D Ell Tee LngEll ChkVlv BfvVlf GatVlv DetChk 7.680 24 .00 53.00 20.00 68.00 18.00 6.00 78.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G A Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk D DPVlv 8 .00 24 .00 D DPVlv SPRINKLER SYSTEM HYDRAULIC ANALYS I S Page 10 Date: 01/14/1998 C:\HASS62 \FILES\LEGOLA-1\LEGO2 05A .SDF JOB TITLE : LEGOLAND -STORAGE AND MAINTENANCE BUILDING 2.635 4 .260 6.357 8.24 13 .17 17 .60 16.47 26.33 37 .72 5 .49 7.90 11.32 19 .22 28.97 40.23 9.61 15 .80 12 .57 1.37 2.63 3.77 13 .73 26.33 35.21 13.73 13.17 23 .89 SPRINKLER SYSTEM HYDRAUL IC ANALYS I S Page 11 Date : 01/14/1998 C:\HASS62 \FILES\LEGOLA-1\LEGO205A.SDF J OB TITLE : LEGOLAND -STORAGE AND MAINTENANCE BUILDING WATER SUPPLY CURVE 108+ 99*\ 90+ 81+ P 72 + R E s s u R E 63 + 54+ ( p s I 45+ ) 36+ 27+ 18 + 9+ \ X 0 \\ \ \ \\ \ \\ \ \ \\ \ \\ \ \ * <-65.0 psi @ 2195 gpm0 Flow Test Point X LEGEND = Required Water Supply 52 .92 psi @ 2188.6 gpm = Available Water Supply 65 .18 psi @ 2188.6 gpm II II II " II II " " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 80 01 200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULI C ANALYSIS Page 12 Date: 01/14/1998 C:\HASS62\FILES\LEGOLA-1\LEGO205A.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING GRID FLOW DIAGRAM [ A 169.8 A [XXX] -Node Numbers l]-->--*-->--*-->--*--<--*--<--*--<--*--<--[ 10] 169.9 97.1 24.8 47.4 119.8 192.9 268.0 A 268.0 A [ 11] -->--*-->--*-->--*--<--*--<--*--<--*--<--[ 20] A 169.3 96.7 24.7 47.3 119.5 192.4 267.2 A 339.1 535.3 A [ 21]-->--*-->--*-->--*--<--*--<--*--<--*--<--[ 30] A 170.6 97.9 25.9 46.2 118.4 191 .4 266.2 A 509.6 801.6 A [ 31]-->--*-->--*--<--*--<--*--<--*--<--------[ 39] A 137.6 62.4 12 .6 87.6 163.0 239.8 A 647.2 1041.4 A [ 40)--------------------<--------------------[ 43] A 158.0 A 489.1 1199.4 A [ 44)--------------------<--------------------[ 47] A 160.5 A 328.6 1359.9 A [ 48)--------------------<--------------------[ 51] A 162.4 A 166.2 1522.4 A A 52)--------------------<--------------------[ 55] 166.2 SPRI NKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/14/1998 C:\HASS 62\FI LES \LEGOLA -1\LEGO205A JOB TITLE : LEGOLAND -STORAGE AND MAINTENANCE BUILDING WATER SUPPLY CURVE WATER SU P PLY ANALYSIS 180.0 Static: 98.00 s1 Res1d: 65.00 s1 Flow: 2195.0 m LEGEND 1~ Pressure avatlable at source 65.18 psi I? 2188.6 gpm 2~ Pressure required at source 150.0 52.92 psi e 2188.6 gpm 3~ Total Pressure available from pump 36. 06 psi I? 1738. 7 gpm 4~ Net Pressure supplied by pump 36.06 psi e 1738.7 gpm 120.0 5~ Total Pressure req- uired at pump dschg. 65. 12 psi I? 1738. 7 gpm " ,... Vl Q. w a :::::, (./) 90.0 (./) w a 0. w (.!) <C (.!) 60.0 30.0 0.0 -14.7 ------------------------- 800 2001600 2000 2400 2800 3200 3600 4000 FLOW (GPM) ••••••• Sprinkler water available at source SPRINKLER SYSTEM HYDRAULI C ANALYSIS Page 1 Date: 01/05/1998 C:\HASS62\FILES\LEGOLA-l\CALCLOOP.SDF JOB TITLE: CALCULATED SUPPLY AT 8" LOOP WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM ) (PSI) LEGO 109.0 84.0 3545.0 98.7 2195.0 (N/A) AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2195.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 2195.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 0.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) LEGO12 150.0 HOSE STREAM 65.0 2195.0 LEGOll 150.0 65.5 --- LEGOl0 150 .0 67.0 --- LEGO9 150 .0 ----70.1 --- LEGO8 150.0 ----72 .6 --- LEGO7 150.0 ----75.7 --- LEGO6 150.0 ----77.7 --- LEGO5 150.0 78.2 --- LBFP2 150.0 78.3 --- LBFPl 150.0 ----90.3 --- LEGO4 150 .0 90.6 --- METER2 150.0 ----90.6 --- METERl 150.0 ----95.6 --- LEGO3 134.0 ----103.4 --- LEGO2 133 .0 104.4 --- LGOX3 150 .0 69.0 --- XBFP2 156 .0 66.6 --- XBFP1 156.0 ----78.6 --- LGOX2 150.0 81.5 --- METRX2 150.0 ----81. 6 --- METRXl 150.0 ----86.6 --- LGOXl 150.0 86.9 --- LEGOX 148.0 89.1 --- LEGOl 133.0 ----104 .7 --- LEGO 150.0 SOURCE 98.7 2195.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 01/05/1998 C:\HASS62\FILES\LEGOLA-l\CALCLOOP.SDF JOB TITLE: CALCULATED SUPPLY AT 8" LOOP 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 -1010.3 7.680 PL 38.00 PF 0.5 LEGO12 150.0 H.S. 65.0 2195.0 7.0 150 FTG E PE 0.0 LEGOll 150.0 0.0 65 .5 0.0 0.008 TL 62.00 PV 0.3 Pipe: 2 -1010.3 7.680 PL 145.00 PF 1.5 LEGOll 150.0 0.0 65.5 0.0 7.0 150 FTG TG PE 0.0 LEGOl0 150.0 0.0 67.0 0.0 0.008 TL 204.00 PV 0.3 Pipe: 3 -1010.3 7.680 PL 410 .00 PF 3.1 LEGOl0 150.0 0.0 67.0 0.0 7.0 150 FTG PE 0.0 LEGO9 150.0 0.0 70 .1 0.0 0.008 TL 410.00 PV 0 .3 Pipe: 4 -1010.3 7.680 PL 327.00 PF 2.5 LEGO9 150.0 0.0 70.1 0.0 7.0 150 FTG PE 0 .0 LEGO8 150.0 0.0 72.6 0.0 0.008 TL 327.00 PV 0.3 Pipe: 5 -1010.3 7.680 PL 390.00 PF 3.1 LEG08 150.0 0.0 72.6 0.0 7.0 150 FTG E PE 0.0 LEGO7 150.0 0.0 75.7 0.0 0.008 TL 414 .00 PV 0.3 Pipe: 6 -1010.3 7.680 PL 212.00 PF 2.0 LEGO7 150.0 0.0 75.7 0.0 7.0 150 FTG TG PE 0 .0 LEGO6 150.0 0.0 77.7 0.0 0.008 TL 271. 00 PV 0 .3 Pipe: 7 -1010.3 7.680 PL 40 .00 PF 0.5 LEGO6 150.0 0.0 77 .7 0 .0 7.0 150 FTG E PE 0.0 LEGO5 150.0 0.0 78.2 0.0 0.008 TL 64.00 PV 0.3 Pipe: 8 -1010.3 8.510 PL 6.00 PF 0.1 LEGO5 150.0 0.0 78.2 0.0 5.7 140 FTG E PE 0.0 LBFP2 150.0 0 .0 78.3 0.0 0.005 TL 27.00 PV 0.2 Pipe: 9 FIXED PRESSURE LOSS DEVICE LBFPl 150.0 0.0 90.3 0.0 12 .0 psi, 1010 .5 gpm LBFP2 150.0 0.0 78.3 0 .0 Pipe: 10 -1010.3 8.510 PL 6.00 PF 0.2 LBFPl 150.0 0.0 90.3 0.0 5.7 140 FTG 2E PE 0.0 LEG04 150.0 0.0 90.6 0.0 0.005 TL 48.00 PV 0.2 Pipe: 11 -1010 .3 8 .510 PL 10.00 PF 0.1 LEGO4 150.0 0.0 90.6 0.0 5.7 140 FTG PE 0.0 METER2 150.0 0.0 90.6 0.0 0.005 TL 10.00 PV 0.2 Pipe: 12 FIXED PRESSURE LOSS DEVICE METERl 150.0 0.0 95.6 0.0 5.0 psi, 1010.4 gpm METER2 150.0 0.0 90.6 0.0 Pipe: 13 -1010.3 8 .510 PL 110.00 PF 0.8 METERl 150.0 0.0 95.6 0 .0 5.7 140 FTG TG PE 6.9 LEGO3 134.0 0.0 103.4 0.0 0.005 TL 163.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 01/05/1998 C:\HASS62\FILES\LEGOLA-l\CALCLOOP.SDF JOB TITLE: CALCULATED SUPPLY AT 8 11 LOOP PIPE DATA (cont.) 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: 14 -1010.3 11 .650 PL 485.00 PF 0.6 LEGO3 134.0 0.0 103.4 0.0 3.0 150 FTG T2G PE 0.4 LEGO2 133.0 0.0 104.4 0.0 0.001 TL 594 .00 PV 0.1 Pipe: 15 -1010.3 11.650 PL 150.00 PF 0.2 LEGO2 133.0 0.0 104.4 0.0 3.0 150 FTG TG PE 0.0 LEGOl 133.0 0.0 104.7 0.0 0.001 TL 250.00 PV 0.1 Pipe: 16 -1184.7 7 .680 PL 348.00 PF 4.0 LEGO12 150 .0 H.S. 65.0 2195.0 8.2 150 FTG 2E PE 0.0 LGOX3 150 .0 0 .0 69.0 0.0 0.010 TL 396 .00 PV 0.5 Pipe: 17 -1184 .7 8.510 PL 6.00 PF 0 .2 LGOX3 150 .0 0.0 69.0 0.0 6.7 140 FTG E PE -2.6 XBFP2 156.0 0.0 66.6 0.0 0 .007 TL 27 .00 PV 0.3 Pipe: 18 FIXED PRESSURE LOSS DEVICE XBFPl 156.0 0.0 78.6 0.0 12 .0 psi, 1184.8 gpm XBFP2 156.0 0 .0 66.6 0.0 Pipe: 19 -1184 .7 8.510 PL 6.00 PF 0.3 XBFPl 156.0 0.0 78.6 0.0 6 .7 140 FTG 2E PE 2.6 LGOX2 150.0 0.0 81.5 0 .0 0.007 TL 48.00 PV 0.3 Pipe: 20 -1184.7 8.510 PL 10.00 PF 0 .1 LGOX2 150.0 0.0 81. 5 0 .0 6.7 140 FTG PE 0.0 METRX2 150.0 0.0 81.6 0.0 0.007 TL 10.00 PV 0 .3 Pipe: 21 FIXED PRESSURE LOSS DEVICE METRXl 150.0 0.0 86.6 0.0 5.0 psi, 1184.7 gpm METRX2 150.0 0.0 81. 6 0.0 Pipe: 22 -1184.7 7.680 PL 5.00 PF 0.3 METRXl 150.0 0.0 86.6 0.0 8.2 150 FTG E PE 0.0 LGOXl 150.0 0.0 86.9 0.0 0 .010 TL 29.00 PV 0.5 Pipe: 23 -1184.7 7.680 PL 73.00 PF 1.3 LGOXl 150.0 0.0 86.9 0.0 8.2 150 FTG TG PE 0.9 LEGOX 148.0 0.0 89.1 0.0 0.010 TL 132.00 PV 0 .5 Pipe: 24 -1184 .7 11. 200 PL5350 .00 PF 9.1 LEGOX 148 .0 0.0 89.1 0.0 3.9 150 FTG 3T3G PE 6.5 LEGOl 133.0 0.0 104.7 0.0 0.002 TL5650.00 PV 0.1 Pipe: 25 -2195.0 11.200 PL 280.00 PF 1.4 LEGOl 133.0 0.0 104.7 0.0 7.1 150 FTG PE -7.4 LEGO 150.0 SRCE 98.7 (N/A) 0.005 TL 280.00 PV 0.3 SPRINKLER SYSTEM HYDRAULI C ANALYS IS Pag e 4 Da te: 01/05 /1998 C:\HAS S6 2\FILES\LEGOLA-l\CAL CLOOP .SDF JOB TITLE : CALCULATED SUPPLY AT 8" LOOP NOTES: (1 ) Calculations were performed by the HASS 6.2 .0 computer program under license no. 422Cl327E granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to pro vide an average imbalance at each node of 0.042 gpm and a maximum imbalance at any node of 0 .176 gpm. (3) Velocity pressures are printed for information only, and are n ot used in balancing the system. Maximum water velocity is 8 .2 ft/sec at pipe 22. (4 ) PIPE FITTINGS TABLE Pipe Table Name : STANDARD.PIP PAGE : D MATERIAL : DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G D Ell Tee 45'Ell ChkVlv BfyVlv GatVlv DetChk 8 .510 21.00 47 .00 17.00 60.00 16 .00 6.00 78.00 PAGE: E MATERIAL : PVC150 HWC : 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G D Ell Tee LngEll ChkVlv BfyVlv GatVlv DetChk 11 .650 33 .00 91.00 27 .00 98.00 32.00 9.00 105.00 PAGE : K MATERIAL : PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G D Ell Tee LngEll ChkVlv BfvVlf GatVlv DetChk 7 .680 24.00 53.00 20.00 68.00 18.00 6.00 78 .00 1 1. 200 33.00 91.00 27.00 98 .00 32.00 9 .00 105.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date : 01/05/1998 C:\HASS62\FILES\LEGOLA-l \CALCLOOP.SDF JOB TITLE : CALCULATED SUPPLY AT 8 11 LOOP WATER SUPPLY CURVE 120+ 110*\\\\\ \\\\\ \\\\\ \\\\\ 100+ \\\\\ X \\\\\\ \\\\\ \\\\\ 90+ \\\\\ \\\\\ 84 .0 psi @ 3 545 gpm-> * Flow Test Point P 80+ R E s S 70+ u R E 60+ ( p s I 50+ ) 40+ 30+ 20+ 10+ LEGEND X = Required Water Supply 98.70 psi @ 2195 .0 gpm II " II II " " " 0 ++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4 000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/05/1998 C:\HASS62\FILES\LEGOLA-l\CALCLOOP JOB TITLE: CALCULATED SUPPLY AT 811 LOOP WATER SUPPLY CURVE WATER SUPPLY ANALYSIS Static: 109.00 psi Resid: 84.00 psi r-low: 3545.0 gpm 120.0 ~---------------------~ LEGEND Avatlable pressure 98, 70 pSl 12 2195. 0 gpm Requtred pressure 98. 70 pst 12 2195. D gpm l 00.0 80.0 ,,.._ ~ Ill 0. .__, w a :::i (f) 60.0 (f) w a 0. w (!) <I: (!) 40.0 20.0 0.0 80Q 2001 600 2000 2400 2800 3200 3600 4000 FLOW (GPM) GRINNELL FIRE PROTECTION 4223 PONDEROSA AVENUE SUITED SAN DIEGO, CA . 92123 HYDRAULIC CALCULATIONS FOR LEGOLAND -CARLSBAD ONE LEGO DRIVE CARLSBAD,CALIFORNIA 92008 FILE NUMBER: LEGO205B.SDF STORAGE AND MAINTENANCE MAINTENANCE AREA DATE: Jan 14, 1998 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY : AREA OF APPLICATION: COVERAGE PER SPRINKLER: SPRINKLER K-FACTOR: SPRINKLER MAX. COVERAGE AREA: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): SYSTEM FLOW (@ BOR): SYSTEM PRESSURE (@ BOR): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: ORDINARY HAZARD SYSTEM 0.20 GPM/SQ.FT. 1,500.00 SQ .FT . 120 SQ.FT. 5.6 / 1/2" ORIFICE 120 SQ.FT./ MIN : 18.4 psi 1·6 SPRINKLER HEADS 485.9 GPM 735.9 GPM 485.9 GPM 89.2 PSI CHRISTOPHER FRYE CARLSBAD FIRE DEPT. & SCHIRMER ENGINEERING C-16 / #280123 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE# 4C1324B) HRS SYSTEMS, INC . ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 01/14/1998 C:\HASS62 \FILES\LEGOLA-l\LEGO205B .SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE 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) LEGO12 98.0 88 .4 738.0 88.5 735 .9 66.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 735 .9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 .0 GPM OTHER HOSE STREAM ALLOWANCES 250 .0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 485.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 182 .3 K= 5.60 18 .4 24.0 2 182.3 K= 5.60 19.0 24.4 3 182.3 K= 5.60 20.8 25.5 4 182.3 K= 5.60 24.7 27.8 5 182.3 K= 5.60 31. 6 31. 5 6 182.3 K= 5.60 46.8 38.3 7 181 .7 ----55.5 --- 8 182.8 K= 5.60 18 .4 24.0 9 182 .8 K= 5.60 19.0 24.4 10 182.8 K= 5.60 20.7 25.5 11 182 .8 K= 5.60 24.6 27.8 12 182 .8 K= 5.60 31. 5 31.4 13 182.8 K= 5.60 46.7 38.3 14 181.7 ----55.8 --- 15 183 .3 K= 5.60 36.2 33 .7 16 183.3 K= 5.60 37.1 34.1 17 183.3 K= 5.60 40.3 35.6 18 183.3 K= 5 .60 49 .8 39.5 19 181.7 ----57.0 --- 20 181 .7 ----66.4 --- TOR 181.7 ----78.8 --- BOR 158.2 HOSE STREAM 89.2 so .a UGS 154.7 ----90.8 --- AUG6 150.0 93 .5 --- FDC 151 .0 93.3 --- AUGS 151 .0 93.4 --- PUMP2 157 .0 91.0 --- PUMPl 157.0 50.8 --- AUG4 151 .0 ----53.5 --- AUG3 151 .0 53.6 --- BFP2 157.0 51.1 --- BFPl 157 .0 63.1 --- AUG2 151 .0 65.8 --- AUGl 151.0 HOSE STREAM 66.0 200 .0 SPRINKLER SYSTEM HYDRAULI C ANALYSIS Page 2 Date: 01/14/1998 JOB TITLE : LEGOLAND - NODE TAG ELEVATION (FT ) LEGO12 150.0 C:\HASS62 \FILES\LEGOLA-1\LEGO205B.SDF STORAGE AND MAINTENANCE BUILDING NODE TYPE PRESSURE DISCHARGE (PSI ) (GPM ) SOURCE 66 .9 735 .9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date : 01/14/1998 C:\HASS62\FILES\LEGOLA-1\LEGO205B.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE 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) F .L . /FT (PSI) Pipe: 1 -24.0 1. 380 PL 10.00 PF 0.6 1 182.3 5.6 18.4 24.0 5.2 120 FTG E PE 0.0 2 182.3 5.6 19.0 24.4 0.048 TL 13 .00 PV 0 .2 Pipe: 2 -48.5 1. 380 PL 10 .00 PF 1.8 2 182 .3 5.6 19.0 24.4 10.4 120 FTG PE 0.0 3 182.3 5.6 20.8 25.5 0 .176 TL 10.00 PV 0.7 Pipe: 3 -74.0 1. 380 PL 10.00 PF 3.9 3 182.3 5.6 20.8 25.5 15.9 120 FTG PE 0.0 4 182.3 5.6 24.7 27.8 0 .385 TL 10.00 PV 1.7 Pipe: 4 -101.8 1.380 PL 10.00 PF 6.9 4 182.3 5.6 24.7 27.8 21. 8 120 FTG PE 0.0 5 182.3 5.6 31.6 31.5 0.695 TL 10.00 PV 3.2 Pipe: 5 -133.3 1.380 PL 7.30 PF 15.2 5 182.3 5.6 31.6 31.5 28.6 120 FTG T PE 0.0 6 182.3 5.6 46.8 38.3 1.144 TL 13.30 PV 5.5 Pipe: 6 -171.6 1.610 PL 1. 80 PF 8.4 6 182.3 5.6 46.8 38.3 27.0 120 FTG T PE 0 .3 7 181.7 0.0 55.5 0.0 0.862 TL 9.80 PV 4.9 Pipe: 7 -171.6 3.260 PL 12 .00 PF 0.3 7 181 .7 0 .0 55.5 0 .0 6.6 120 FTG PE 0.0 14 181.7 0.0 55.8 0.0 0.028 TL 12 .00 PV 0.3 Pipe: 8 -24.0 1. 380 PL 10 .00 PF 0 .6 8 182.8 5.6 18.4 24.0 5.1 120 FTG E PE 0.0 9 182.8 5.6 19 .0 24.4 0.048 TL 13.00 PV 0.2 Pipe: 9 -48.4 1.380 PL 10.00 PF 1.8 9 182 .8 5 .6 19.0 24.4 10.4 120 FTG PE 0.0 10 182 .8 5 .6 20.7 25 .5 0.176 TL 10 .00 PV 0.7 Pipe: 10 -73.9 1.380 PL 10.00 PF 3.8 10 182.8 5.6 20.7 25.5 15.9 120 FTG PE 0 .0 11 182.8 5.6 24.6 27.8 0.384 TL 10.00 PV 1. 7 Pipe : 11 -101. 7 1.380 PL 10 .00 PF 6.9 11 182.8 5.6 24.6 27.8 21. 8 120 FTG PE 0.0 12 182.8 5.6 31.5 31.4 0 .693 TL 10.00 PV 3.2 Pipe : 12 -133.1 1. 380 PL 7.30 PF 15.2 12 182.8 5.6 31. 5 31.4 28.6 120 FTG T PE 0.0 13 182.8 5.6 46.7 38.3 1.141 TL 13.30 PV 5.5 Pipe: 13 -1 71. 4 1.610 PL 2.10 PF 8.7 13 182.8 5.6 46.7 38.3 27.0 120 FTG T PE 0 .5 14 181.7 0.0 55.8 0.0 0.859 TL 10.10 PV 4.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date : 01/14/1998 C:\HASS62 \FILES\LEGOLA-l \LEGO205B.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING PIPE DATA (cont.) 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: 14 -343.0 3 .260 PL 12 .00 PF 1.2 14 181.7 0.0 55.8 0.0 13.2 120 FTG PE 0.0 19 181.7 0.0 57.0 0.0 0.100 TL 12.00 PV 1.2 Pipe: 15 -33.7 1. 380 PL 10.00 PF 0.9 15 183.3 5.6 36.2 33.7 7.2 120 FTG PE 0.0 16 183 .3 5.6 37.1 34.1 0.090 TL 10.00 PV 0.4 Pipe: 16 -67.8 1. 380 PL 10.00 PF 3.3 16 183.3 5.6 37 .1 34.1 14.5 120 FTG PE 0.0 17 183.3 5.6 40.3 35.6 0 .327 TL 10.00 PV 1.4 Pipe: 17 -103.4 1.380 PL 7.30 PF 9.5 17 183 .3 5 .6 40.3 35.6 22.2 120 FTG T PE 0.0 18 183.3 5.6 49.8 39 .5 0.714 TL 13.30 PV 3.3 Pipe: 18 -142.9 1 .610 PL 2.60 PF 6 .5 18 183.3 5.6 49.8 39.5 22.5 120 FTG T PE 0.7 19 181.7 0.0 57.0 0.0 0 .614 TL 10.60 PV 3.4 Pipe: 19 -485.9 3.260 PL 40.00 PF 9.4 19 181.7 0.0 57.0 0.0 18.7 120 FTG E PE 0.0 20 181.7 0.0 66 .4 0.0 0.190 TL 49.41 PV 2.3 Pipe: 63 -485.9 3.260 PL 45.00 PF 12.4 20 181.7 0.0 66 .4 0.0 18.7 120 FTG T PE 0.0 TOR 181.7 0.0 78.8 0.0 0.190 TL 65.16 PV 2 .3 Pipe: 64 -485.9 6.357 PL 23.50 PF 0.2 TOR 181 .7 0.0 78.8 0.0 4.9 120 FTG PE 10.2 BOR 158.2 H.S. 89.2 50.0 0.007 TL 23.50 PV 0.2 Pipe: 65 -535.9 8 .510 PL 9.00 PF 0 .0 BOR 158.2 H.S . 89.2 50.0 3.0 140 FTG E PE 1.5 UGS 154.7 0.0 90.8 0 .0 0.002 TL 30.00 PV 0.1 Pipe: 66 -535.9 8.510 PL 335.00 PF 0.7 UGS 154 .7 0 .0 90.8 0.0 3 .0 140 FTG ETG PE 2.0 AUG6 150.0 0 .0 93 .5 0 .0 0.002 TL 409.00 PV 0.1 Pipe: 67 -535.9 7 .680 PL 70 .00 PF 0.3 AUG6 150.0 0 .0 93 .5 0 .0 3 .7 150 FTG T PE -0.4 FDC 151. 0 0.0 93.3 0.0 0.002 TL 123.00 PV 0.1 Pipe: 68 -535.9 8.510 PL 37.00 PF 0.1 FDC 151.0 0.0 93.3 0 .0 3.0 140 FTG E PE 0.0 AUG5 151.0 0.0 93.4 0.0 0.002 TL 58.00 PV 0 .1 Pipe: 69 -535.9 8.071 PL 8 .00 PF 0 .2 AUG5 151.0 0.0 93.4 0.0 3.4 120 FTG TCG PE -2 .6 PUMP2 157 .0 0.0 91. 0 0.0 0.003 TL 90.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date : 01/14 /1998 C:\HASS62\FILES\LEGOLA-1 \LEGO205B.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING PIPE DATA (cont .) 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: 70 FIRE PUMP Rating: 1500.0 gpm @ 40.0 psi PUMPl 157.0 0 .0 50 .8 0.0 Avail.: 535 .9 gpm @ 40.0 psi PUMP2 157 .0 0 .0 91 .0 0.0 Req'd.: 535.9 gpm @ 40.0 psi Pipe: 71 -535.9 8.071 PL 8.00 PF 0.1 PUMPl 157 .0 0.0 50 .8 0.0 3.4 120 FTG TG PE 2.6 AUG4 151.0 0.0 53.5 0.0 0.003 TL 45 .00 PV 0 .1 Pipe: 72 -535.9 8.510 PL 37.00 PF 0.1 AUG4 151.0 0 .0 53.5 0.0 3.0 140 FTG 2E PE 0.0 AUG3 151 .0 0.0 53.6 0.0 0.002 TL 79.00 PV 0.1 Pipe : 73 -535 .9 8.510 PL 6 .00 PF 0.1 AUG3 151 .0 0 .0 53 .6 0.0 3.0 140 FTG T PE -2 .6 BFP2 157 .0 0.0 51 .1 0.0 0.002 TL 53.00 PV 0.1 Pipe: 74 FIXED PRESSURE LOSS DEVICE BFPl 157 .0 0.0 63.1 0.0 12.0 psi, 535.9 gpm BFP2 157.0 0.0 51 .1 0.0 Pipe: 75 -535 .9 8 .510 PL 6.00 PF 0.1 BFPl 157.0 0.0 63.1 0.0 3.0 140 FTG 2E PE 2.6 AUG2 151.0 0.0 65.8 0.0 0.002 TL 48.00 PV 0.1 Pipe : 76 -535.9 7.680 PL 18.00 PF 0.2 AUG2 151.0 0.0 65 .8 0.0 3.7 150 FTG T PE 0 .0 AUGl 151 .0 H.S . 66.0 200.0 0 .002 TL 71.00 PV 0.1 Pipe: 77 -735.9 7. 68'0 PL 60.00 PF 0 .5 AUGl 151.0 H .S. 66.0 200 .0 5.1 150 FTG TG PE 0.4 LEGO1 2 150.0 SRCE 66.9 (N/A) 0.004 TL 119.00 PV 0.2 NOTES : (1 ) Calculations were performed by the HASS 6.2.0 computer program under license no. 422C1327E granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2 ) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0 .066 gpm. (3 ) Ve locity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 28.6 ft/sec at pipe 5. SPRINKLER SYSTEM HYDRAULI C ANALYSIS Page 6 Date: 01/14/1998 C:\HASS62 \FILES\LEGOLA -1 \LEGO205B.SDF J OB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE : A MATERIAL: S40 /TG HWC : 120 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G A D Ell Tee 45'Ell ChkVlv BfyVlv GatVlv AlmChk DPVlv 1.380 3.00 6.00 1.00 7.00 6.00 1.00 0.10 0 .10 1.610 4 .00 8.00 2.00 9.00 6.00 1.00 0 .10 0 .10 8.071 13 .00 33 .00 6 .50 45.00 12 .00 4.00 34.00 24 .00 PAGE: D MATERIAL : DIRON HWC : 140 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G D Ell Tee 45'Ell ChkVlv BfyVlv GatVlv DetChk 8.510 21.00 47 .00 17 .00 60.00 16.00 6.00 78.00 PAGE : K MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G D Ell Tee LngEll ChkVlv BfvVlf GatVlv DetChk 7.680 24.00 53 .00 20.00 68.00 18.00 6 .00 78.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 3.260 9.41 20 .16 6.72 21. 50 13 .44 1 .34 17.47 13 .44 6.357 17 .60 37 .72 11.32 40 .23 12 .57 3 .77 35.21 23.89 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 01/14/1998 C:\HASS62\FILES\LEGoLA~l\LEGO205B .SDF JOB TITLE : LEGOLAND -STORAGE AND MAINTENANCE BUILDING WATER SUPPLY CURVE 108+ 99*\\\\\\\ \\\\\\\ \\\\\\\\ \\\\\\\ 90+ \\\\\\\ 81+ P 72+ R E s S 63+ u R E 54+ ( p s I 45+ ) 36+ 27+ * <-88.4 psi @ 738 gpm0 Flow Test Point X ============================== 18+ X 9+ 0 LEGEND = Required Water Supply 66.90 psi@ 735.9 gpm = Available Water Supply 88.45 psi@ 735.9 gpm " ff ff n " ff ff " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/14/1998 C:\HASS62\FILES\LEGOLA-1\LEGO205B JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING WATER SUPPLY CURVE WATER SUPPLY ANALYSIS 180.0 Static: 98.00 s1 Res1d: 88.40 s1 Flow: 738.0 m LEGEND 1~ Pressure available at source 88, 45 psi l! 735. 9 gpm 2~ Pressure required at source 66. 90 psi l! 735. 9 gpm 150.0 3~ Net Pr essure supplied by pump 40. 26 psi l! 535. 9 gpm 4~ Total Pressure req- ui red at pump dschg, 91.05 psi l! 535.9 gpm 120.0 ,,..._ ~ Vl 0.. '-' w a :::, (f) 90.0 1 (f) w a 0. w (!) <I: (!) 2~ 60.0 3 30.0 0.0 -14.7 .._ ...... .....i._....i.._ ....... ..__.....i. __ .....,. _____________ ___. 400600 800 1000 1200 1400 1600 1800 2000 FLOW <GPM) -------Sprin~ler water available at source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 01/11/1998 C:\HASS62 \FILES\LEGOLA-1\CALCLOOP.SDF JOB TITLE: CALCULATED SUPPLY AT 8" LOOP WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) LEGO 109 .0 84.0 3545.0 107.6 738.0 (N/A) AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 738.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 .0 GPM OTHER HOSE STREAM ALLOWANCES 738.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 0.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) LEGO12 150.0 HOSE STREAM 88 .4 738.0 LEGOll 150.0 ----88.5 --- LEGOl0 150.0 ----88.7 --- LEGO9 150.0 ----89.1 ---LEGO8 150 .0 ----89.4 --- LEGO7 150.0 ----89.8 --- LEGO6 150.0 90 .1 --- LEGO5 150.0 90.2 --- LBFP2 150.0 90.2 --- LBFPl 150.0 ----102 .2 --- LEGO4 150.0 102.2 --- METER2 150.0 102.2 --- METERl 150.0 ----107.2 --- LEGO3 134.0 ----114.3 --- LEGO2 133.0 ----114.8 --- LGOX3 150.0 ----88 .9 --- XBFP2 156 .0 ----86.4 ---XBFPl 156.0 98.4 --- LGOX2 150.0 ----101.0 --- METRX2 150 .0 ----101.0 --- METRXl 150.0 ----106.0 --- LGOXl 150.0 ----106.1 --- LEGOX 148.0 ----107.1 --- LEGOl 133.0 ----114 .8 --- LEGO 150.0 SOURCE 107.6 738.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 01/11/1998 C:\HASS62\FILES\LEGOLA -1 \CALCLOOP.SDF JOB TITLE: CALCULATED SUPPLY AT 8" LOOP 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 -339 .7 7 .680 PL 38.00 PF 0.1 LEGO12 150 .0 H.S. 88.4 738.0 2.4 150 FTG E PE 0 .0 LEGOll 150.0 0.0 88 .5 0.0 0.001 TL 62.00 PV 0.0 Pipe : 2 -339.7 7 .680 PL 145 .00 PF 0 .2 LEGOll 150 .0 0.0 88 .5 0 .0 2.4 150 FTG TG PE 0.0 LEGOl0 150 .0 0.0 88.7 0.0 0 .001 TL 204 .00 PV 0.0 Pipe : 3 -339.7 7.680 PL 410.00 PF 0.4 LEGOl0 150 .0 0.0 88.7 0.0 2 .4 150 FTG PE 0 .0 LEGO9 150 .0 0.0 89.1 0.0 0.001 TL 410.00 PV 0 .0 Pipe: 4 -339 .7 7 .680 PL 327.00 PF 0 .3 LEGO9 150 .0 0 .0 89.1 0.0 2.4 150 FTG PE 0 .0 LEGO8 150 .0 0 .0 89 .4 0 .0 0.001 TL 327.00 PV 0.0 Pipe: 5 -339 .7 7.680 PL 390.00 PF 0 .4 LEGO8 150 .0 0 .0 89 .4 0.0 2 .4 150 FTG E PE 0.0 LEGO7 150.0 0.0 89 .8 0.0 0 .001 TL 414.00 PV 0.0 Pipe: 6 -339.7 7.680 PL 212.00 PF 0 .3 LEGO? 150.0 0.0 89.8 0.0 2 .4 150 FTG TG PE 0.0 LEGO6 150.0 0.0 90.1 0.0 0 .001 TL 271. 00 PV 0.0 Pipe: 7 -339.7 7.680 PL 40 .00 PF 0 .1 LEGO6 150.0 0.0 90.1 0 .0 2.4 150 FTG E PE 0 .0 LEGO5 150.0 0.0 90 .2 0 .0 0.001 TL 64.00 PV 0 .0 Pipe : 8 -339 .7 8 .51-0 PL 6.00 PF 0 .0 LEGO5 150.0 0.0 90 .2 0.0 1. 9 140 FTG E PE 0.0 LBFP2 150 .0 0.0 90.2 0.0 0.001 TL 27 .00 PV 0.0 Pipe: 9 FIXED PRESSURE LOSS DEVICE LBFPl 150.0 0.0 102.2 0 .0 12.0 psi, 339.9 gpm LBFP2 150.0 0 .0 90.2 0 .0 Pipe: 10 -339.7 8.510 PL 6.00 PF 0.0 LBFPl 150 .0 0 .0 102 .2 0 .0 1. 9 140 FTG 2E PE 0.0 LEGO4 150 .0 0 .0 102.2 0.0 0 .001 TL 48.00 PV 0.0 Pipe : 11 -339 .7 8 .510 PL 10.00 PF 0.0 LEGO4 150 .0 0.0 102 .2 0.0 1.9 140 FTG PE 0.0 METER2 150.0 0 .0 102.2 0 .0 0.001 TL 10.00 PV 0.0 Pipe: 12 FIXED PRESSURE LOSS DEVICE METERl 150.0 0 .0 107 .2 0 .0 5.0 psi, 339.8 gpm METER2 150 .0 0 .0 102 .2 0 .0 Pipe: 13 -339.7 8.510 PL 110 .00 PF 0.1 METERl 150.0 0.0 107.2 0.0 1.9 140 FTG TG PE 6.9 LEGO3 134 .0 0.0 114 .3 0.0 0.001 TL 163.00 PV 0 .0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 01/11/1998 C:\HASS62\FILES\LEGOLA-l\CALCLOOP.SDF JOB TITLE: CALCULATED SUPPLY AT 8 11 LOOP PIPE DATA (cont .) 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 : 14 -339.7 11 .650 PL 485.00 PF 0 .1 LEGO3 134 .0 0.0 114 .3 0.0 1.0 150 FTG T2G PE 0.4 LEGO2 133 .0 0.0 114.8 0.0 0.000 TL 594.00 PV 0.0 Pipe : 15 -339.7 11.650 PL 150.00 PF 0.0 LEGO2 133 .0 0.0 114.8 0.0 1.0 150 FTG TG PE 0.0 LEGOl 133.0 0.0 114 .8 0.0 0.000 TL 250 .00 PV 0.0 Pipe : 16 -398.3 7.680 PL 348.00 PF 0.5 LEGO12 150 .0 H.S. 88.4 738.0 2.8 150 FTG 2E PE 0.0 LGOX3 150.0 0.0 88.9 0.0 0.001 TL 396 .00 PV 0.1 Pipe : 17 -398 .3 8 .510 PL 6.00 PF 0.0 LGOX3 150 .0 0 .0 88 .9 0 .0 2 .2 140 FTG E PE -2.6 XBFP2 156.0 0 .0 86.4 0 .0 0.001 TL 27.00 PV 0.0 Pipe: 18 FIXED PRESSURE LOSS DEVICE XBFPl 156.0 0 .0 98.4 0 .0 12 .0 psi, 398.5 gpm XBFP2 156 .0 0 .0 86.4 0.0 Pipe: 19 -398.3 8.510 PL 6.00 PF 0.0 XBFPl 156.0 0 .0 98 .4 0 .0 2 .2 140 FTG 2E PE 2.6 LGOX2 150 .0 0 .0 101.0 0 .0 0.001 TL 48.00 PV 0.0 Pipe: 20 -398.3 8.510 PL 10.00 PF 0.0 LGOX2 150 .0 0 .0 101 .0 0.0 2.2 140 FTG PE 0 .0 METRX2 150.0 0.0 101.0 0 .0 0.001 TL 10 .00 PV 0 .0 Pipe: 21 FIXED PRESSURE LOSS DEVICE METRXl 150.0 0 .0 106.0 0.0 5.0 psi, 398 .4 gpm METRX2 150 .0 0 .0 101.0 0.0 Pipe : 22 -398.3 7 .680 PL 5.00 PF 0.0 METRXl 150 .0 0 .0 106.0 0.0 2.8 150 FTG E PE 0.0 LGOX l 150 .0 0 .0 106.1 0.0 0.001 TL 29.00 PV 0 .1 Pipe: 23 -398.3 7.680 PL 73.00 PF 0.2 LGOXl 150.0 0.0 106.1 0.0 2.8 150 FTG TG PE 0 .9 LEGOX 148.0 0.0 107.1 0 .0 0.001 TL 132.00 PV 0.1 Pipe: 24 -398 .3 11.200 PL5350 .00 PF 1.2 LEGOX 148.0 0.0 107 .1 0.0 1. 3 150 FTG 3T3G PE 6.5 LEGOl 133.0 0.0 114 .8 0.0 0.000 TL5650.00 PV 0 .0 Pipe: 25 -738.0 11 .200 PL 280.00 PF 0 .2 LEGOl 133.0 0.0 114.8 0 .0 2 .4 150 FTG PE -7.4 LEGO 150.0 SRCE 107 .6 (N/A) 0.001 TL 280 .00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date : 01/11/1998 C:\HASS62 \FILES\LEGOLA-l \CALCLOOP.SDF JOB TITLE: CALCULATED SUPPLY AT 8" LOOP NOTES: (1 ) Calculations were performed by the HASS 6.2.0 computer program under license no. 422Cl327E granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0 .043 gpm and a maximum imbalance at any node of 0.177 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 2.8 ft/sec at pipe 22. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G D Ell Tee 45'Ell ChkVlv BfyVlv GatVlv DetChk 8.510 21. 00 47.00 17.00 60.00 16.00 6.00 78.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G D Ell Tee LngEll ChkVlv BfyVlv GatVlv DetChk 11.650 33.00 91. 00 27.00 98.00 32.00 9.00 105.00 PAGE: K MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G D Ell Tee LngEll ChkVlv BfvVlf GatVlv DetChk 7 .680 24.00 53.00 20.00 68.00 18.00 6.00 78.00 11.200 33.00 91. 00 27.00 98.00 32.00 9.00 105.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 01/11/1998 C:\HASS62 \FILES\LEGOLA-l\CALCLOOP.SDF JOB TITLE: CALCULATED SUPPLY AT 8" LOOP WATER SUPPLY CURVE 120+ 110*\\\\\ X \\\\\ \\\\\ \\\\\ 100+ \\\\\ \\\\\\ \\\\\ \\\\\ 90+ \\\\\ P 80+ R E s S 70+ u R E 60+ p s I 50+ ) 40+ 30+ 20+ 10+ \\\\\ 84.0 psi@ 3545 gpm-> * Flow Test Point ----========================== LEGEND X = Required Water Supply 107.63 psi@ 738 .0 gpm II If If " " If If " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/11/1998 C:\HASS62\FILES \LEGOLA-l\CALCLOOP JOB TITLE: CALCULATED SUPPLY AT 8" LOOP WATER SUPPLY CURVE WATE R SUPPLY ANA L YS I S Static: 109.00 psi Resid: 84.00 psi Flow: 3545 .0 gpm 120.0 ...__ _____________________ ~ LEGE ND 100.0 80.0 ,.,_ ·r< lll a. w 0: ::i (f) 60.0 (f) w 0: a. w ~ <I: ~ 40.0 20.0 0.0 800 2001600 2000 2400 280 0 3200 3600 FLOW <GPM) 4000 Available pressure 107.63 pst l! 738.0 gpm Required pressure 107.63 ps1 l! 738.0 gpm GRINNELL FIRE PROTECTION 4223 PONDEROSA AVENUE SUITED SAN DIEGO, CA. 92123 HYDRAULIC CALCULATIONS FOR LEGOLAND -CARLSBAD ONE LEGO DRIVE CARLSBAD,CALIFORNIA 92008 FILE NUMBER : LEGO205C.SDF WORKSHOP MAINTENANCE AREA DATE: Jan 15, 1998 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: SPRINKLER K-FACTOR: SPRINKLER MAX. COVERAGE AREA: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): SYSTEM FLOW (@ BOR): SYSTEM PRESSURE (@ BOR): DESIGN/LAYOUT BY : AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: ORDINARY HAZARD SYSTEM 0.20 GPM/SQ.FT . 1,500.00 SQ.FT. 124 SQ.FT. 5 .6 / 1 /2" ORIFICE 124 SQ.FT./ MIN : 19.64 PSI 16 SPRINKLER HEADS 481 .5 GPM 731.6 GPM 481.5 GPM 99.7 PSI CHRISTOPHER FRYE CARLSBAD FIRE DEPT. & SCHIRMER ENGINEERING C-16 / #280123 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE# 4Cl324B) HRS SYSTEMS, INC . ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date : 01/15/1998 C:\HASS62\FILES\LEGOLA-l \LEGO205C.SDF JOB TITLE: LEGOLAND -WORKSHOP MAINTENANCE AREA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS . PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI ) LEGO12 98.0 88.4 738.0 88.6 731. 6 77.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 731 .6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 481.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 167.7 K= 5.60 19.6 24.8 2 167.7 K= 5 .60 20.5 25.3 3 166.7 K= 5.60 20.8 25.6 4 167.7 ----22.5 ---5 166 .7 K= 5.60 25.2 28 .1 6 167.7 ----27.5 --- 7 167 .7 K= 5.60 30.2 30.8 8 167 .7 ----39 .6 --- 9 167.7 K= 5 .60 39 .7 35.3 10 167.7 ----40 .3 --- 11 167 .7 K= 5.60 20.4 25.3 12 167.7 K= 5.60 21.2 25.8 13 166 .7 K= 5.60 21. 7 26.1 14 167 .7 ----23 .2 --- 15 167.7 K= 5.60 25.5 28.3 16 166.7 ----28.2 --- 17 167.7 K= 5.60 30.7 31.0 18 167.7 K= 5.60 41.1 35.9 19 167.7 K= 5.60 44 .2 37.2 20 167.7 ----51.1 --- 21 167.7 K= 5.60 35 .0 33.1 22 167.7 K= 5.60 36.2 33.7 23 167.7 K= 5.60 39.7 35.3 24 167.7 ----49.0 ---25 167.7 ----79.4 --- 26 167 .7 91.0 --- 27 167.7 ----95 .5 --- BOR 158 .2 HOSE STREAM 99.7 50.0 UGS 154.7 ----101.3 --- AUG6 150 .0 ----104.0 --- FDC 151.0 ----103.8 --- AUG5 151.0 ----103.9 --- PUMP2 157.0 ----101.5 --- PUMPl 157.0 ----61.3 --- SPRINKLER SYSTEM HYDRAULI C ANALYSIS Page 2 Date: 01/15/1998 JOB TITLE: LEGOLAND NODE TAG ELEVATION AUG4 AUG3 BFP2 BFPl AUG2 AUGl LEGO12 (FT) 151.0 151.0 157.0 157.0 151. 0 151.0 150.0 C:\HASS62\FILES\LEGOLA-l \LEGO205C.SDF -WORKSHOP MAINTENANCE AREA NODE TYPE PRESSURE HOSE STREAM SOURCE (PSI ) 64.0 64.1 61.6 73.6 76.3 76.4 77.4 DISCHARGE (GPM) --- --- --- --- --- 200.0 731.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date : 01/15/1998 C:\HASS62\FILES\LEGOLA-1 \LEGO205 C.SDF JOB TITLE : LEGOLAND -WORKSHOP MAINTENANCE AREA 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 ) (G PM ) F .L./FT (PSI) Pipe: 1 -24.8 1.380 PL 11.10 PF 0.9 1 167.7 5.6 19.6 24.8 5.3 120 FTG T PE 0.0 2 167.7 5.6 20.5 25.3 0.051 TL 17.10 PV 0.2 Pipe: 2 -50 .1 1.380 PL 10.50 PF 2.0 2 167.7 5.6 20.5 25.3 10.8 120 FTG PE 0 .0 4 167.7 0.0 22.5 0 .0 0.187 TL 10.50 PV 0.8 Pipe: 3 -25.6 1.049 PL 3.00 PF 2.0 3 166.7 5.6 20.8 25.6 9.5 120 FTG ET PE -0.4 4 167.7 0.0 22.5 0.0 0.205 TL 10.00 PV 0.6 Pipe: 4 -75.7 1. 380 PL 12.60 PF 5.1 4 167.7 0 .0 22 .5 0.0 16 .2 120 FTG PE 0.0 6 167.7 0.0 27 .5 0.0 0.402 TL 12.60 PV 1. 8 Pipe: 5 -28.1 1.049 PL 4.20 PF 2 .7 5 166.7 5.6 25.2 28.1 10.4 120 FTG ET PE -0.4 6 167.7 0.0 27.5 0.0 0.244 TL 11 .20 PV 0 .7 Pipe : 6 -103.8 1. 610 PL 7.80 PF 2.7 6 167.7 0.0 27 .5 0.0 16 .4 120 FTG PE 0 .0 7 167.7 5 .6 30.2 30 .8 0 .340 TL 7.80 PV 1. 8 Pipe: 7 -134.6 1 .610 PL 9.10 PF 9.4 7 167.7 5.6 30 .2 30.8 21. 2 120 FTG T PE 0 .0 8 167.7 0.0 39 .6 0 .0 0.549 TL 17.10 PV 3.0 Pipe: 8 -134.6 2 .635 PL 3.30 PF 0.2 8 167.7 0.0 39 .6 0.0 7.9 120 FTG PE 0.0 9 167.7 5.6 39 .7 35.3 0.050 TL 3.30 PV 0.4 Pipe: 9 -169.9 2.635 PL 7.80 PF 0.6 9 167.7 5.6 39.7 35.3 10 .0 120 FTG PE 0.0 10 167.7 0.0 40.3 0.0 0.077 TL 7.80 PV 0 .7 Pipe: 10 -25 .3 1.380 PL 11.10 PF 0 .7 11 167.7 5.6 20.4 25.3 5.4 120 FTG E PE 0.0 12 167.7 5.6 21.2 25.8 0 .053 TL 14.10 PV 0 .2 Pipe: 11 -51.1 1. 380 PL 10 .50 PF 2.0 12 167.7 5.6 21.2 25.8 11.0 120 FTG PE 0.0 14 167 .7 0.0 23 .2 0.0 0 .194 TL 10.50 PV 0.8 Pipe: 12 -26.1 1.049 PL 2.00 PF 1. 9 13 166.7 5.6 21. 7 26.1 9.7 120 FTG ET PE -0 .4 14 167 .7 0.0 23 .2 0.0 0 .213 TL 9.00 PV 0.6 Pipe : 13 -77.2 1. 380 PL 11.00 PF 4.6 14 167 .7 0.0 23.2 0.0 16.6 120 FTG PE 0.4 16 166.7 0.0 28.2 0.0 0 .416 TL 11.00 PV 1.8 SPRINKLER SYSTEM HYDRAULIC ANALYS I S Page 4 Date: 0 1/15/1998 C:\HASS62 \FILES\LEGOLA-1\LEGO2 0 5C.SDF JOB TITLE : LEGOLAND -WORKSHOP MAINTENANCE AREA PIPE DATA (cont .) 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 : 14 -28.3 1 .049 PL 2.00 PF 2 .2 15 167 .7 5.6 25.5 28.3 10.5 120 FTG ET PE 0 .4 16 166.7 0.0 28 .2 0.0 0 .247 TL 9.00 PV 0.7 Pipe: 15 -105 .5 1 .610 PL 8.30 PF 2 .9 16 166.7 0.0 28.2 0.0 16.6 120 FTG PE -0 .4 17 167 .7 5.6 30 .7 31.0 0 .350 TL 8.30 PV 1 .9 Pipe: 16 -136.5 1 .610 PL 9 .10 PF 9 .6 17 167 .7 5.6 30 .7 31.0 21 .5 120 FTG T PE 0.0 10 167.7 0.0 40.3 0.0 0.564 TL 17.10 PV 3 .1 Pipe: 17 -306.4 2.635 PL 3 .30 PF 0 .8 10 167.7 0 .0 40.3 0.0 18 .0 120 FTG PE 0.0 18 167 .7 5.6 41 .1 35.9 0.229 TL 3.30 PV 2.2 Pipe : 18 -342 .2 2 .635 PL 11 .00 PF 3 .1 18 167.7 5 .6 41.1 35 .9 20 .1 120 FTG PE 0.0 19 167 .7 5 .6 44 .2 37.2 0.280 TL 11.00 PV 2 .7 Pipe: 19 -379.5 2.635 PL 20.30 PF 6.9 19 167.7 5.6 44.2 37.2 22.3 120 FTG PE 0.0 20 167 .7 0.0 51.1 0.0 0.340 TL 20.30 PV 3.4 Pipe : 20 -33.1 1. 380 PL 11.00 PF 1.2 21 167.7 5.6 35.0 33.1 7.1 120 FTG E PE 0.0 22 167.7 5.6 36.2 33.7 0 .087 TL 14 .00 PV 0.3 Pipe: 21 -66.8 1. 380 PL 11.00 PF 3 .5 22 167.7 5.6 36 .2 33 .7 14.3 120 FTG PE 0.0 23 167.7 5.6 39.7 35 .3 0 .319 TL 11.00 PV 1.4 Pipe: 22 -102.1 1.610 PL 20.30 PF 9.3 23 167.7 5.6 39.7 35.3 16 .1 120 FTG T PE 0.0 24 167.7 0.0 49.0 0.0 0.329 TL 28.30 PV 1. 7 Pi pe : 23 -102.1 2.067 PL 11.00 PF 2 .0 24 167.7 0.0 49 .0 0.0 9 .8 120 FTG T PE 0.0 20 167.7 0.0 51.1 0.0 0 .098 TL 21 .00 PV 0 .6 Pipe: 24 -481.5 2.635 PL 45.50 PF 28.3 20 167.7 0.0 51.1 0.0 28.3 120 FTG E PE 0.0 25 167.7 0.0 79.4 0.0 0.528 TL 53.74 PV 5.4 Pipe: 25 -481 .5 3.260 PL 52.50 PF 11.6 25 167 .7 0.0 79.4 0.0 18.5 120 FTG E PE 0.0 26 167.7 0 .0 91. 0 0.0 0.187 TL 61 .91 PV 2 .3 Pipe: 26 -481.5 3.260 PL 4 .10 PF 4.5 26 167 .7 0.0 91.0 0.0 18.5 120 FTG T PE 0 .0 27 167.7 0.0 95.5 0.0 0.187 TL 24 .26 PV 2.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Dat e : 01/15/1998 C :\HASS62 \FILES\LEGOLA-l \LEGO205C .SDF J OB TITLE: LEGOLAND -WORKSHOP MAINTENANCE AREA PIPE DATA (cont .) 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: 64 -481. 5 6 .357 PL 9 .50 PF 0.1 27 16 7 .7 0.0 95.5 0.0 4.9 120 FTG PE 4.1 BOR 158.2 H.S. 99.7 50.0 0 .007 TL 9.50 PV 0.2 Pipe : 65 -531.5 8.510 PL 9 .00 PF 0 .0 BOR 158.2 H.S. 99 .7 50.0 3.0 140 FTG E PE 1 .5 UGS 154.7 0 .0 101 .3 0.0 0 .002 TL 30.00 PV 0.1 Pipe : 66 -531. 5 8 .510 PL 335 .00 PF 0 .6 UGS 154.7 0.0 101.3 0 .0 3 .0 140 FTG ETG PE 2 .0 AUG6 150.0 0 .0 104.0 0.0 0.002 TL 409.00 PV 0 .1 Pipe : 67 -531.5 7 .680 PL 70.00 PF 0.3 AUG6 150 .0 0 .0 104 .0 0 .0 3.7 150 FTG T PE -0 .4 FDC 151 .0 0.0 103 .8 0.0 0 .002 TL 123.00 PV 0 .1 Pipe : 68 -531.5 8 .510 PL 37 .00 PF 0.1 FDC 151.0 0.0 103.8 0.0 3.0 140 FTG E PE 0.0 AUG5 151 .0 0 .0 103 .9 0 .0 0.002 TL 58 .00 PV 0 .1 Pipe : 69 -531.5 8 .071 PL 8.00 PF 0 .2 AUG5 151.0 0 .0 103 .9 0.0 3.3 120 FTG TCG PE -2.6 PUMP2 157 .0 0 .0 101.5 0 .0 0 .003 TL 90.00 PV 0 .1 Pipe: 70 FIRE PUMP Rating: 1500.0 gpm @ 40.0 psi PUMPl 157 .0 0 .0 61. 3 0.0 Avail.: 531.5 gpm @ 40.0 psi PUMP2 157.0 0 .0 101.5 0 .0 Req'd.: 531. 5 gpm @ 40.0 psi Pipe : 71 -531. 5 8.071 PL 8 .00 PF 0.1 PUMPl 157.0 0.0 61.3 0 .0 3.3 120 FTG TG PE 2.6 AUG4 151 .0 0.0 64.0 0.0 0.003 TL 45 .00 PV 0 .1 Pipe: 72 -531. 5 8 .510 PL 37.00 PF 0.1 AUG4 151.0 0.0 64 .0 0.0 3.0 140 FTG 2E PE 0.0 AUG3 151.0 0 .0 64 .1 0.0 0.002 TL 79.00 PV 0.1 Pipe : 73 -531.5 8 .510 PL 6 .00 PF 0.1 AUG3 151.0 0.0 64 .1 0 .0 3.0 140 FTG T PE -2.6 BFP2 157.0 0 .0 61. 6 0.0 0.002 TL 53.00 PV 0 .1 Pipe: 74 FIXED PRESSURE LOSS DEVICE BFPl 157 .0 0 .0 73 .6 0.0 12.0 psi, 531. 5 gpm BFP2 157.0 0 .0 61.6 0 .0 Pipe : 75 -531.5 8.510 PL 6.00 PF 0.1 BFPl 157 .0 0.0 73.6 0 .0 3.0 140 FTG 2E PE 2.6 AUG2 151 .0 0 .0 76.3 0 .0 0.002 TL 48.00 PV 0.1 Pipe : 76 -531 .5 7.680 PL 18.00 PF 0.2 AUG2 151.0 0 .0 76 .3 0.0 3.7 150 FTG T PE 0 .0 AUGl 151.0 H.S . 76.4 200 .0 0.002 TL 71.00 PV 0 .1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date : 01 /1 5/1998 C:\HASS62\FILES\LEGOLA-1 \LEGO205C.SDF JOB TITLE : LEGOLAND -WORKSHOP MAINTENANCE AREA PIPE DATA (cont.) 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: 77 -731.6 7 .680 PL 60.00 PF 0 .5 AUGl 151.0 H.S. 76.4 200.0 5.1 150 FTG TG PE 0 .4 LEGO12 150.0 SRCE 77.4 (N/A) 0.004 TL 119.00 PV 0.2 NOTES : (1) Calculations were performed by the HASS 6.2 .0 computer program under license no. 422Cl327E granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E . Atlanta, GA 30345 (2 ) The system has been balanced to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0 .162 gpm. (3 ) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 28.3 ft/sec at pipe 24. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL : S40/TG HWC : 120 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G A Ell Tee 45'Ell ChkVlv BfyVlv GatVlv AlmChk 1.049 2 .00 5 .00 1.00 5.00 6 .00 1.00 0 .10 1.380 3.00 6.00 1.00 7.00 6 .00 1.00 0.10 1 .610 4.00 8.00 2.00 9.00 6.00 1.00 0.10 2 .067 5.00 10 .00 2.00 11 .00 6 .00 1.00 0.10 8.071 13.00 33.00 6.50 45.00 12 .00 4.00 34 .00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G D Ell Tee 45'Ell ChkVlv BfyVlv GatVlv DetChk 8 .510 21.00 47.00 17.00 60.00 16.00 6.00 78 .00 PAGE: K MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G D Ell Tee LngEll ChkVlv BfvVlf GatVlv DetChk 7.680 24.00 53 .00 20.00 68 .00 18.00 6.00 78 .00 D DPVlv 0.10 0.10 0.10 0 .10 24 .00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date : 01/15/1998 C:\HASS62\FILES\LEGOLA-1\LEGO205C.SDF JOB TITLE: LEGOLAND -WORKSHOP MAINTENANCE AREA PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 2.635 8.24 16.47 5.49 19.22 9.61 1. 37 13.73 13.73 3.260 9.41 20.16 6.72 21 .50 13 .44 1.34 17 .47 13.44 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 23.89 SPRINKLER SYSTEM HYDRAULI C ANALYSIS Page 8 Date: 01/15/1998 C:\HASS62 \FILES\LEGOLA-1 \LEGO205C.SDF JOB TITLE : LEGOLAND -WORKSHOP MAINTENANCE AREA WATER SUPPLY CURVE 108+ 99*\\\\\\\ \\\\\\\ \\\\\\\\ \\\\\\\ 90+ \\\\\\\ 81+ P 72+ R E s S 63+ u R E 54+ ( p s I 45+ ) 36+ 27 + 18+ 9+ LEGEND X = Required Water Supply 77.37 psi @ 731.6 gpm 0 = Available Water Supply 88.55 psi @ 731 .6 gpm " " " " ff " " 0* <-88.4 psi @ 738 gpm Flow Test Point X 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/15/1998 C:\HASS62\FILES\LEGOLA-1 \LEGO205C JOB TITLE: LEGOLAND -WORKSHOP MAINTENANCE AREA WATER SUPPLY CURVE -" ..... Ill a. ....., w er: :J (f) (f) w er: 0. w (.!) <I: (.!) 180.0 150.0 120.0 90.0 60.0 30.0 0.0 WATER SUPPLY ANALYS IS Static: 98.00 s1 Resid: 88.40 si Flow: 738.0 m 1~ 2~ 3~ 4~ 4 2~ 3 -14.7 ................... _ ....... _____ ..__ ...... __ ___. ___ ....._ ___ ....._ ___ ....... 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) -------Sp rinkler uater available at source LEGEND Pressure available at source 88, 55 psi e 731. 6 gpm Pressure required at source 77. 37 psi e 731. 6 gpm Net Pressure supplied by pump 40.26 psi e 531.5 gpm Total Pressure req- uired at pump dschg. 101.54 psi e 531.5 gpm SPRINKLER SYSTEM HYDRAULI C ANALYSIS Page 1 Date: 01/15/1998 C:\HASS62\FILES \LEGOLA-l \CALCLOOP.SDF JOB TITLE: CALCULATED SUPPLY AT 8" LOOP WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS . PRESS. @ PRESS. @ DEMAND PRESS . TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) LEGO 109.0 84.0 3545.0 107.6 738.0 (N/A) AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 738.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 738 .0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 0.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM ) LEGO12 150.0 HOSE STREAM 88.4 738.0 LEGOll 150 .0 ----88.5 --- LEGOl0 150 .0 88.7 --- LEGO9 150 .0 89.1 --- LEGO8 150.0 89.4 --- LEGO7 150 .0 89.8 --- LEGO6 150 .0 90.1 --- LEGO5 150.0 90.2 --- LBFP2 150.0 90.2 --- LBFPl 150.0 102.2 --- LEGO4 150.0 102 .2 --- METER2 150.0 102 .2 --- METERl 150.0 107.2 --- LEGO3 134.0 114 .3 --- LEGO2 133.0 114 .8 --- LGOX3 150.0 88.9 --- XBFP2 156.0 86.4 --- XBFPl 156.0 98.4 --- LGOX2 150.0 101.0 --- METRX2 150.0 ----101. 0 --- METRXl 150.0 106.0 --- LGOXl 150 .0 ----106.1 --- LEGOX 148.0 107.1 --- LEGOl 133.0 114.8 --- LEGO 150.0 SOURCE 107.6 738.0 \J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 01/15/1998 C:\HASS62\FILES\LEGOLA-1 \CALCLOOP.SDF JOB TITLE: CALCULATED SUPPLY AT 8 11 LOOP 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 -339.7 7.680 PL 38.00 PF 0.1 LEGO12 150.0 H.S. 88.4 738.0 2.4 150 FTG E PE 0 .0 LEGOll 150.0 0.0 88.5 0.0 0.001 TL 62 .00 PV 0.0 Pipe: 2 -339.7 7 .680 PL 145.00 PF 0.2 LEGOll 150.0 0.0 88 .5 0 .0 2.4 150 FTG TG PE 0.0 LEGOl0 150.0 0 .0 88.7 0.0 0.001 TL 204.00 PV 0.0 Pipe: 3 -339.7 7 .680 PL 410.00 PF 0.4 LEGOl0 150.0 0.0 88.7 0.0 2.4 150 FTG PE 0.0 LEGO9 150.0 0.0 89.1 0.0 0.001 TL 410.00 PV 0 .0 Pipe: 4 -339.7 7.680 PL 327 .00 PF 0.3 LEGO9 150.0 0.0 89.1 0.0 2.4 150 FTG PE 0.0 LEGO8 150.0 0 .0 89.4 0.0 0.001 TL 327.00 PV 0.0 Pipe: 5 -339.7 7.680 PL 390.00 PF 0.4 LEGO8 150.0 0.0 89.4 0.0 2.4 150 FTG E PE 0 .0 LEGO? 150.0 0.0 89.8 0.0 0.001 TL 414.00 PV 0.0 Pipe: 6 -339.7 7.680 PL 212.00 PF 0.3 LEGO? 150.0 0.0 89.8 0.0 2.4 150 FTG TG PE 0 .0 LEGO6 150 .0 0 .0 90.1 0.0 0.001 TL 271.00 PV 0.0 Pipe: 7 -339.7 7.680 PL 40 .00 PF 0.1 LEGO6 150 .0 0.0 90.1 0.0 2.4 150 FTG E PE 0.0 LEGO5 150 .0 0.0 90.2 0.0 0.001 TL 64.00 PV 0.0 Pipe: 8 -339.7 8.510 PL 6.00 PF 0 .0 LEGO5 150 .0 0.0 90.2 0.0 1.9 140 FTG E PE 0.0 LBFP2 150.0 0.0 90.2 0 .0 0.001 TL 27.00 PV 0.0 Pipe: 9 FIXED PRESSURE LOSS DEVICE LBFPl 150.0 0.0 102.2 0 .0 12.0 psi, 339.9 gpm LBFP2 150.0 0.0 90 .2 0.0 Pipe: 10 -339.7 8 .510 PL 6.00 PF 0.0 LBFPl 150.0 0.0 102.2 0 .0 1.9 140 FTG 2E PE 0.0 LEGO4 150.0 0.0 102.2 0.0 0.001 TL 48.00 PV 0.0 Pipe: 11 -339.7 8 .510 PL 10.00 PF 0.0 LEGO4 150.0 0.0 102.2 0.0 1. 9 140 FTG PE 0.0 METER2 150.0 0.0 102.2 0 .0 0.001 TL 10.00 PV 0.0 Pipe: 12 FIXED PRESSURE LOSS DEVICE METERl 150.0 0.0 107.2 0.0 5.0 psi, 339.8 gpm METER2 150.0 0.0 102.2 0.0 Pipe: 13 -339.7 8.510 PL 110.00 PF 0.1 METERl 150 .0 0 .0 107.2 0.0 1.9 140 FTG TG PE 6.9 LEGO3 134.0 0.0 114 .3 0.0 0 .001 TL 163 .00 PV 0.0 .. u SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 01/15/1998 C:\HASS62\FILES\LEGOLA-l\CALCLOOP .SDF JOB TITLE: CALCULATED SUPPLY AT 8 11 LOOP PIPE DATA (cont.) 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: 14 -339.7 11.650 PL 485.00 PF 0.1 LEGO3 134.0 0.0 114 .3 0.0 1.0 150 FTG T2G PE 0.4 LEGO2 133.0 0.0 114.8 0.0 0.000 TL 594.00 PV 0.0 Pipe: 15 -339.7 11.650 PL 150.00 PF 0.0 LEGO2 133.0 0.0 114.8 0 .0 1.0 150 FTG TG PE 0.0 LEGOl 133.0 0.0 114.8 0.0 0.000 TL 250.00 PV 0.0 Pipe: 16 -398.3 7.680 PL 348.00 PF 0.5 LEGO12 150.0 H.S. 88.4 738.0 2.8 150 FTG 2E PE 0.0 LGOX3 150.0 0.0 88 .9 0.0 0.001 TL 396.00 PV 0.1 Pipe: 17 -398.3 8.510 PL 6.00 PF 0.0 LGOX3 150.0 0.0 88.9 0.0 2.2 140 FTG E PE -2.6 XBFP2 156.0 0.0 86 .4 0.0 0.001 TL 27.00 PV 0.0 Pipe: 18 FIXED PRESSURE LOSS DEVICE XBFPl 156.0 0.0 98.4 0.0 12.0 psi, 398.5 gpm XBFP2 156.0 0.0 86.4 0.0 Pipe: 19 -398.3 8.510 PL 6 .00 PF 0.0 XBFPl 156.0 0.0 98.4 0.0 2.2 140 FTG 2E PE 2.6 LGOX2 150.0 0.0 101.0 0.0 0.001 TL 48.00 PV 0.0 Pipe: 20 -398.3 8.510 PL 10.00 PF 0.0 LGOX2 150.0 0.0 101.0 0 .0 2.2 140 FTG PE 0 .0 METRX2 150.0 0.0 101.0 0.0 0.001 TL 10.00 PV 0.0 Pipe: 21 FIXED PRESSURE LOSS DEVICE METRXl 150.0 0.0 106.0 0 .0 5 .0 psi, 398 .4 gpm METRX2 150 .0 0.0 101.0 0 .0 Pipe: 22 -398 .3 7.680 PL 5.00 PF 0.0 METRXl 150.0 0.0 106.0 0 .0 2.8 150 FTG E PE 0.0 LGOXl 150 .0 0.0 106 .1 0 .0 0.001 TL 29.00 PV 0.1 Pipe: 23 -398.3 7.680 PL 73.00 PF 0 .2 LGOXl 150.0 0 .0 106 .1 0 .0 2.8 150 FTG TG PE 0.9 LEGOX 148.0 0.0 107.1 0.0 0.001 TL 132.00 PV 0 .1 Pipe : 24 -398.3 11.200 PL5350.00 PF 1.2 LEGOX 148.0 0.0 107.1 0 .0 1. 3 150 FTG 3T3G PE 6.5 LEGOl 133.0 0.0 114.8 0 .0 0.000 TL5650.00 PV 0.0 Pipe: 25 -738.0 11.200 PL 280.00 PF 0.2 LEGOl 133.0 0.0 114.8 0 .0 2.4 150 FTG PE -7.4 LEGO 150.0 SRCE 107.6 (N/A) 0.001 TL 280 .00 PV 0.0 . " . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 01/15/1998 C:\HASS62\FILES\LEGOLA-l\CALCLOOP.SDF JOB TITLE : CALCULATED SUPPLY AT 8" LOOP NOTES: (1) Calculations were performed by the HASS 6 .2.0 computer program under license no. 422Cl327E granted by HRS Systems, Inc . 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2 ) The system has been balanced to provide an average imbalance at each node of 0.045 gpm and a maximum imbalance at any node of 0.189 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 2.8 ft/sec at pipe 22. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: D MATERIAL: DIRON HWC : 140 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G D Ell Tee 45'Ell ChkVlv BfyVlv GatVlv DetChk 8.510 21. 00 47.00 17 .00 60.00 16 .00 6.00 78.00 PAGE: E MATERIAL: PVC150 HWC : 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G D Ell Tee LngEll ChkVlv BfyVlv GatVlv DetChk 11.650 33 .00 91.00 27 .00 98.00 32.00 9.00 105.00 PAGE: K MATERIAL: PVC200 HWC : 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G D Ell Tee LngEll ChkVlv BfvVlf GatVlv DetChk 7.680 24 .00 53.00 20.00 68.00 18 .00 6.00 78 .00 11 .200 33.00 91.00 27.00 98.00 32 .00 9 .00 105.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 01/15/1998 C:\HASS62\FILES\LEGOLA-l\CALCLOOP.SDF JOB TITLE: CALCULATED SUPPLY AT 8" LOOP WATER SUPPLY CURVE 120+ 110*\\\\\ X \\\\\ \\\\\ \\\\\ 100+ \\\\\ \\\\\\ \\\\\ \\\\\ 90+ \\\\\ P 80+ R E s S 70 + u R E 60+ ( p s I 50+ ) 40+ 30+ 20+ 10+ LEGEND X = Required Water Supply 107.63 psi@ 738.0 gpm \\\\\ 84.0 psi@ 3545 gpm-> * Flow Test Point " " " " " " " " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) CONFORMANCE REVIEW OF SUBMITTAL Prime Consµltant Action Component N() . "A" t Approved "8" Approved as Noted "C" Revise and Resubmit "O" Not Apprcwed* Sub-Consultant Action Discipline Firm . Spec. Section Prim.e Firm Si~ed Odte Date Signed 'Refer to attached letter of ex lanation Notations do not authori2:~ chan9es to contract sum or time. Submlttals ar~ reviewed,. processed and e,cecuted per division one specitications. Review Is for deSlgn conformity and geoeral conformity with the cont1act documents only. It is; the contract.or's . respons,b1hty to coordfnate with sub contractors and to coordinate dimensions at the Job Site tor tolerances. clearances, quantities, fabrication process, and technl~ues of th_e construction. lhe rontractor 1s solety responsible for the coordination of hts work with other trades and for full compliance with the oontract documents. 'v/-\1"\LSdAD C 'ARfMENT APPROVED b1e t to field inspection and required t c;ts, notations. hereon, conditions in corresoondence and conformance with applicable regulations. The stamping of these Qlons shall not be held to permit or approve the violation of any,l_,~·>/; I • al~ Oat LEGOLAN R EVIE~ 0 :----t-"-r-~-COMPONENT:~~'--l-~-=-:::U1:!.....:___ SEE LETTER DATED NAMFJADDRESS OF THE REVIEWER:_-l=~r------ 1 NAMFJADDRESS OF CONTRACTOR: --FO-:::-:R:::-7'-fco~,. M~~t;;;;~ ~j-:;T~~~-5342 ARMADA DR. CARLSB~PJCA 92008 NAMFJADDREss suBcoNTRACTOR: {?rmna 1 ]1,re,,~ NAMFJADDRESS SUPPLIER: _____________ _ NAME OF MANUFACTURER: NUMBER/TITLE SPEC SECTIO_N_: .,-10D=-=-2.:CJ,-----.-l{J;-f,._?,_,.~ ..... Lf&----,~,..._~Rl«~ CONTRACTORS SUBMITI AL NO.: I 6{JJJ). {1) ----1£2_ DRA WING #/DETAIL REFERENCES ___________ _ LEGOLAND Carl ad Project DATE: I ~Q NAMfJADDRESS OF THE REVIEWER: __ ----1'"-"'-lf------- NAMfJADDRESS OF CONTRACTOR: S342 ARMADA DR. CARLSBAD CA 92~- NAMfJADDRESS SUBCONTRACTOR: {Jm~ell Ji(l:rrPKW6t NAMfJADDRESS SUPPLIER: ____________ _ NAME OF MANUFACTURER:-----..-:-=-=--.,........,,_...-,.._~-~ NUMBER/rlTLE SPEC SECTION: 1 GDao l,tif Bpt ~ coNTRAcToRS susM1TTAL No.: __ ....;.1_6i_W...;:.;..,D.:::.....L.,fft,04.Jo""----- oRA WING #/DETAIL REFERENCES. _________ _ 02/02/98 MON 14:55 FAX 619 279 8662 . GRINNELL SD G Grinnell Fire Protection Systems 4223 Ponderosa Ave., Suite D, San Diego, CA 92123 Phone (619) 279•1980 Jax (619) 279-8662 Fax (619) 279-1983 □ Confidential /' Urgent D Call On Receipt FAX COVER SHEET Number of Pagcs4-(including this sheet) "Innovation, Quality, Service since 1850" ; 24 Hour Emergency Service ~ M • Automatic Sprinkler Systems f Name: Q\\AD ~ Company: ~~afql~I ~ Faxno.: GPf4-G:>7?2-~'1:f ~001 • Fire Alarm & Detection • . System Installations • System Inspection Tel no.:" ______________ _ • 5 Year Certifications • Aquamist Fire Suppression System • AFFF Foam Systems • Vehicle Foam Suppression System • Backflow Preventors • Fire Extinguishers • Inergen, CO2 & Fm.200 • Underground System • Nurse Call System • Kitchen Hood System Installation & Service • Kitchen Hood Ventilation Grease Removal • Central Station Monitoring • Counter Product Sales • National Accounts Service From the desk of: ~~ ~ Date: p,L ~~ ~ • REVIEWED SEE LETTER DATED !) . Over {M'"4ff@tstMli-l~~D ' SCHIRMER ENGINEE cities t!Jtme~lifN ENT Americ~PPROVED Subject to field inspection an~. req~ired tests, notations hereon, conditions in_ correspondence and conformanfA:i,tf) IN ERNATIONAL LTD. COMPANY • -H a In or 1 ~ ::,rove t~e violation of any 1 lal' /r y Bv ~ 1 D, t ":I I ~ I 02/02/98 MON 14 :56 FAX 619 279 8662 GRINNELL SD GRINNELL FIRE PROTECTION 4223 PONDEROSA AVENUE SUITED SAN DIEGO, CA. 92123 HYDRAULIC CALCULATIONS FOR LEGOLAND -CARLSBAD ONE LEGO DRIVE CARLSBAD,CALIFORNIA 92008 FILE NUMBER : LEG020SB.SDF STORAGE AND MAINTENANCE MAINTENANCE AREA DATE: Feb 02, 1998 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD SYSTEM 0.20 GPM/SQ .FT. 1,500.00 SQ .FT. DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: 120 SQ.FT. SPRINKLER K-FACTOR: 5.6 / 1/211 ORIFICE ~002 SPRINKLER MAX . COVERAGE AREA: NUMBER OF SPRINKLERS CALCULATED: 120 SQ.FT./ MIN : 18.4 psi 13 SPRINKLER HEADS TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): SYSTEM FLOW (@ BOR): SYSTEM PRESSURE (@ BOR): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER : 369.l GPM 619 .1 GPM 369.1 GPM 76 .7 PSI CHRISTOPHER FRYE CARLSBAD FIRE DEPT. & SCHIRMER ENGINEERING C-16 / #280123 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE# 4C1324B) HRS SYSTEMS, INC. ATLANTA, GA 02/02/98 MON 14:56 FAX 619 279 8662 GRINNELL SD SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 02/02/1998 C:\HASS62\FILES\LEGOLA-1\LEG0205B.SDF .JOB TITLE : LEGOLAND -STORAGE AND MAINTENANCE BUILDING WATER SUPPLY DATA SOURCE NODE TAG LEG012 STATIC PRESS. (PSI} 98.0 RESID. FLOW PRESS. @ (PSI} (GPM} 88 .4 738.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE AVAIL. TOTAL PRESS.@ DEMAND (PSI} (GPM) 91.l 619.1 REQ'D PRESS. (PSI) 53.6 TOTAL ROSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES 619 .1 GPM 0.0 GPM 250.0 GPM 369.1 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TOR BOR UGS AUG6 FDC AUG5 PUMP2 PUMPl AUG4 AUG3 BFP2 BFPl AUG2 AUG1 ELEVATION (FT) 1.82.3 182.3 182.3 182.3 1.82.3 18.2.3 181. 7 182.8 182.8 182.8 182.8 182 .8 182.8 181. 7 183.3 1.83.3 183.3 183.3 181. 7 181.7 181.7 1.58 .2 154.7 150.0 151.0 151.0 157.0 157.0 151.0 151.0 157.0 157.0 151.0 151.0 NODE TYPE K= 5.60 K=-5.60 K= 5.60 K= 5.60 K= 5.60 -------- K= 5.60 K= 5.60 Kaa 5.60 K= 5.60 K= 5.60 ---- K .. 5 .60 K-5.60 K= 5.60 HOSE STREAM ltOSE STREAM PRESSURE DISCHARGE (PSI} (GPM) 18 .4 24.0 19.l 24.4 20.8 25.6 24 .7 27.8 31.6 31.5 46.8 --- 52.4 --- 18 .4 24.0 19.0 24.4 20.7 25.5 24.6 27.8 31.5 31.4 46.7 --- 52.6 --- 35 .7 33.4 36 .5 33 .8 39.8 35.3 49.l --- 53.4 --- 59.0 --- 66.5 --- 76.7 50.0 78.3 --- 80.7 --- 80.5 --- 80.6 --- 78.1 --- 37.8 --- 40 .5 --- 40.6 --- 38 .0 --- 50.0 --- 52.7 --- 52.8 200.0 14]003 02/02/98 MON 14 :56 FAX 619 279 8662 GRINNELL SD Date: 02/02/1998 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\HASS62\FILES\LEGOLA-l\LEG0205B .SDF STORAGE AND MAINTENANCE BUILDING JOB TITLE: LEGOLAND - NODE TAG ELEVATION (FT} LEG012 150 .0 NODE TYPE PRESSURE DISCHARGE (PSI} (GPM) SOURCE 53.6 619 .1 ~004 02102198 MON 14:56 FAX 619 279 8662 GRINNELL SD ~005 , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 02/02/1998 C:\HASS62\FILES\LEGOLA.Nl\LEG0205B.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE 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) F .L ./FT {PSI) Pipe: 1 -24.0 1 .380 PL 10.00 PF 0.6 l 182.3 5.6 18 .4 24 .0 5.2 120 FTG E PE 0.0 2 182 .3 5 .6 1 9 .1 24 .4 0 .048 TL 13 .00 PV 0.2 Pi pe: 2 -48.5 1.380 PL 10.00 PF 1.8 2 182 .3 5.6 19 .1 24,4 10.4 120 FTG PE 0.0 3 182 .3 5.6 20 .8 25 .6 0 .176 TL 10.00 PV 0.7 Pipe: 3 -74.0 1.380 PL 10.00 PF 3 .9 3 182.3 5 .6 20 .8 25.6 15 .9 1.20 FTG PE 0.0 4 182 .3 5 .6 24 .7 27.8 0 .385 TL 10.00 PV 1. 7 Pipe : 4 -101. 9 1 .380 PL 10 .00 PF 7 .0 4 182.3 5.6 24 .7 27 .8 21.8 120 FTG PE 0.0 5 182.3 5 .6 31 .6 31.5 0 .695 TL 10 .00 PV 3 .2 Pipe : 5 -133.3 1.380 PL 7 .30 PF 15 .2 5 182 .3 5 .6 31 .6 31.5 28.6 120 FTG T PE 0.0 6 182.3 0 .0 46.8 0.0 1 .145 TL 13.30 PV 5 .5 Pipe: 6 -133.3 1.610 PL 1.80 PF 5 .3 6 182.3 o.o 46.8 0 .0 21.0 120 FTG T PE 0.3 7 181.7 0 .0 52 .4 0.0 0.540 TL 9 .80 PV 3.0 Pipe: 7 -133.3 3.260 PL 12 .00 PF 0 .2 7 181.. 7 0.0 52 .4 o.o 5.1 120 FTG PE 0 .0 14 181 .7 0 .0 52 .6 0.0 0 .017 TL 12 .00 PV 0.2 Pipe: 8 -24 .0 1.380 PL 10.00 PF 0 .6 8 182 .8 5.6 18 .4 24 .0 5.1 120 FTG E PE o.o 9 182 .8 5 .6 19.0 24.4 0.048 TL 13.00 PV 0 .2 Pipe: 9 -48 .4 1.380 PL 10.00 PF 1.8 9 182.8 5.6 19 .0 24.4 10.4 '.1.20 FTG PE 0.0 10 182 .8 5.6 20.7 25 .5 0.176 TL 10.00 PV 0.7 Pipe: 10 -73 .9 l .380 PL 10.00 PF 3.8 10 182 .8 5 .6 20 .7 25.S 15.9 120 FTG PE 0 .0 11 182 .8 5.6 2 4.6 27.8 0 .384 TL 10 .00 PV 1. 7 Pipe: 11. -101.7 1.380 PL 10.00 PF 6.9 11 182.8 5 .6 24 .6 27.S 21.8 120 FTG PE 0 .0 12 182 .8 5.6 31.5 31..4 0 .693 TL 10.00 PV 3.2 Pipe : 12 -133.1 1.380 PL 7.30 PF 15.2 12 182.8 5.6 31.5 31.4 28.6 120 FTG T PE 0.0 13 182 .8 o.o 46 .7 0 .0 1.141 TL 13.30 PV 5 .5 Pipe : 13 -133.1 l .610 PL 2.10 PF 5.4 13 182.8 0 .0 46.7 0.0 21.0 120 FTG T PE 0.5 14 181. 7 o.o 52 .6 0.0 0 .539 TL 10.10 PV 3.0 02/02/98 MON 14:57 FAX 619 279 8662 GRINNELL SD ~006 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 02/02/1998 C:\HASS62\FILES\LEGOLA-1\LEG0205B.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING PIPE DATA (cont.) PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(F:PS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -266.S 3 .260 PL 12.00 PF 0.8 14 181 .7 0.0 52 .6 o.o 10.2 120 FTG PE 0.0 19 181.7 o.o 53 .4 0.0 0.063 TL 12.00 PV 0.7 Pipe: 15 -33.4 1.380 PL 10.00 PF 0.9 15 183.3 5.6 35 .7 33.4 7.2 120 FTG PE 0.0 16 183.3 5 .6 36 .5 33 .8 0.089 TL 10.00 PV 0.3 Pipe: 16 -67.3 1.380 PL 10.00 PF 3.2 16 183.3 5.6 36.5 33.8 14.4 120 FTG PE 0.0 17 183.3 5.6 39.8 35.3 0.323 TL 10.00 PV 1.4 Pipe: 17 -102.6 1.380 PL 7.30 PF 9.4 17 183.3 5.6 39.8 35.3 22.0 120 FTG T PE 0 .0 18 183 .3 0.0 49.1 0.0 0.705 TL 13.30 PV 3.3 Pipe: 18 -102.6 1.610 PL 2.60 PF 3.5 18 183.3 0.0 49.l 0.0 16.2 120 FTG T PE 0.7 19 181.7 0.0 53 .4 0.0 0.333 TL 10.60 PV 1.8 Pipe : 19 -369.1 3.260 PL 40.00 PF 5.7 19 181.7 0.0 53.4 0.0 14.2 120 FTG E PE 0.0 20 181.7 0 .0 59.0 0.0 0.114 TL 49 .41 PV 1.4 Pipe: 63 -369 .l 3.260 PL 45.00 PF 7.5 20 181..7 0.0 59 .0 0.0 14.2 120 FTG T PE 0.0 TOR 181.7 0.0 66 .S 0 .0 0.114 TL 65.16 PV 1.4 Pipe: 64 -369.1 6 .357 PL 23.50 PF 0.1 TOR 181.7 0.0 66.5 0.0 3.7 120 FTG PE 10.2 BOR 158.2 H.S. 76.7 50 .0 0.004 TL 23.50 PV 0.1 Pipe: 65 -419.1 8.510 PL 9.00 PF 0.0 BOR 158.2 H.S. 76.7 50.0 2.4 140 FI'G E PE 1.5 UGS 154 .7 0 .0 78 .3 0.0 0.001 TL 30.00 PV 0.0 Pipe: 66 -419.1 8.510 PL 335.00 PF 0.4 UGS 154.7 0.0 78 .3 0.0 2.4 140 PTG ETG PE 2.0 AUG6 150.0 0 .0 80.7 0.0 0.001 TL 409.00 PV 0.0 Pipe: 67 -419.1 7.680 PL 70.00 PF 0.2 AUG6 150.0 0.0 80.7 0.0 2.9 150 FTG T PE -0.4 FDC 1.51. 0 0.0 80.5 0 .0 0.001 TL 123.00 PV 0.1 Pipe: 68 -41.9 .1 8.510 PL 37 .00 PF 0.1 FDC 151.0 o.o 80.S 0.0 2.4 140 FTG E PB 0.0 AUGS 151.0 0.0 80.6 0.0 0.001 TL 58.00 PV 0 .0 Pipe: 69 -419.1 8.071 PL 8.00 PF 0.2 AUGS 151..0 0.0 80.6 0.0 2.6 120 FTG TCG PE -2 .6 PUMP2 157.0 0.0 78.1 0.0 0.002 TL 90.00 PV 0.0 02/02/98 MON 14:57 FAX 619 279 8662 GRINNELL SD SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 02/02/1998 C:\HASS62\FILES\LEGOLA-1\LEG0205B.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING PIPE DATA (cont .) 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: 70 FIRE PUMP Rating: 1500.0 gpm@ 40.0 psi PUMPl 157.0 0 .0 37.8 0.0 Avail.: 419.1 gpm@ 40.0 psi PUMP2 157.0 0.0 78 .1 0.0 Req'd.: 419.1 gpm@ 40.0 psi Pipe: 71 -419 .1 8 .071 PL 8 .00 PF 0.1 PUMPl 157.0 0.0 37.8 0.0 2 .6 120 FTG TG PE 2.6 AUG4 151.0 0.0 40.5 0.0 0.002 TL 45.00 PV 0 .0 Pipe: 72 -419.1 8 .510 PL 37.00 PF 0.1 AUG4 151.0 0.0 40.5 0.0 2.4 140 FTG 2E PE 0.0 AUG3 151.0 0.0 40.6 0.0 0.001 TL 79.00 PV 0 .0 Pipe: 73 -419.l 8.510 PL 6.00 PF 0 .1 AUG3 151.0 0 .0 40.6 0.0 2 .4 140 FTG T PE -2.6 BFP2 15?.0 0.0 38.0 0 .0 0.001 TL 53 .00 PV 0.0 Pipe: 74 FIXED PRESSURE LOSS DEVICE BFPl 1S7.0 0.0 50 .0 0.0 12.0 psi, 419.1 gpm BFP2 157 .0 0.0 38.0 0.0 Pipe: 75 -419.1 8.510 PL 6.00 PF 0 .0 BFPl. 157.0 0.0 50.0 o.o 2.4 140 FTG 2E PE 2 .6 AUG2 151.0 0.0 52.7 0 .0 0.001 TL 48.00 PV 0.0 Pipe: 76 -419.1 7.680 PL 18 .00 PF 0.1 AUG2 151.0 0 .0 52.7 0.0 2.9 150 Fro T PE 0 .0 AUGl 151.0 H.S. 52.8 200.0 0 .001 TL 71.00 PV 0.1 Pipe: 77 -619 .1 7.680 PL 60.00 PF 0 .4 AUGl 151.0 H. S. 52 .8 200.0 4.3 150 FTG TG PE 0.4 LEG012 150.0 SRCE 53.6 (N/A) 0.003 TL 119.00 PV 0 .1 NOTES : (1) Calculations were performed by the HASS 6.2.0 computer program under license no . 422C1327E granted by HRS Systems, Inc. 2193 Ranchwood Dr., N .E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0 .004 gpm and a maximum imbalance at any node of 0.132 gpm . (3) Velocity pressures are printed for infol:1llation only, and are not used in balancing the system. Maximum water velocity is 28.6 ft/sec at pipe 5. ~007 02/02/98 MON 14:58 FAX 619 279 8662 GRINNELL SD SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 02/02/1998 C:\HASS62\FILES\LEGOLA-l\LEG0205B.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING (4) PIPE FITTINGS TABLE Pipe Table Name : STANDARD.PIP PAGE: A Diameter (in) 1.380 1.610 8.071 PAGE: D Diameter (in} 8.510 PAGE: K Diameter (in) 7.680 PAGE:* Diameter (in) 3.260 6 .357 MATERIAL: S40/TG HWC : 120 Equivalent Fitting Lengths in Feet E T L C B G A D Ell Tee 45 1 Ell ChkVlv BfyVlv GatVlv AlmChk DPVlv 3 .00 4.00 13.00 6.00 8.00 33.00 1.00 2.00 6 .50 7.00 9.00 45 .00 MATERIAL: DIRON HWC: 140 6.00 6.00 12 .00 1.00 1.00 4 .00 0.10 0.10 34.00 Equivalent Fitting Lengths in Feet E T L C B G D Ell Tee 45'Ell Chk.Vlv BfyVlv GatVlv DetChk 21.00 47 .00 17.00 60 .00 16.00 6.00 78.00 MATERIAL: PVC200 HWC : 150 Equivalent Fitting Lengths in Feet E T L C B G D Ell Tee LngEll ChkVlv BfvVlf GatVlv DetChk 24.00 53.00 20.00 68.00 18.00 6.00 78.00 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet 0 .10 0 .10 24.00 E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 9.41 20 .16 6.72 21.50 13 .44 17.60 37.72 11.32 40.23 12 .57 1.34 17 .47 13.44 3 .77 35.21 23 .89 ~008 02102198 MON 14:58 FAX 619 279 8662 GRINNELL SD SPRINlU.ER SYSTEM HYDRAULIC ANALYSIS Date: 02/02/1998 C:\HASS62\FILES\LEGOLA-1\LEG0205B JOB TITLE: L.EGOLAND -STORAGE AND MAINTENANCE BUILDING WATER SUPPLY CURVE 180.0 WATER SUPPLY ANALYSIS Static: 98.00 si Resid: &8.-40 i fl=: 738.0 m 150.0 120.0 "' 1,/l a. ..., w O'. => Cf) 90.0 <.n w er C. w (.!) <C t!) 60.0 21 30.0 0.0 -14.7 L..L..-L-....I..--L--..l....--...l...--......l.---....1..------'- 400600 800 1000 1200 1400 1600 1800 2000 F"L0W (GDH) -------Sprinl:ler water available at source LEGEND Pressure available at source 91. 06 psi e 619.1 gpm Pre-ssure r-eciuir~d at sourcl! 53, 58 psi e 619, l gpm Net Pr\?'S'S\lr e suppli. e.j hy pump 40.29 psi e 419.l gpm Total Pressure req- uired at pump dschg, 78.11 psi e 419.1 .gpin ~009 02/02/98 MON 14:58 FAX 619 279 8662 GRINNELL SD SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 02/02/1998 C:\HASS62\FILES\LEGOLA-1\LEG0205B.SDF JOB TITLE: LEGOLAND -STORAGE AND MAINTENANCE BUILDING WATER SUPPLY CURVE 108+ 99*\\\\\\\ \\\\\\\ \\\\\\\\ \\\\\\\ 90+ 0 \\\\\\\ 81+ p 72+ R l E s s 63+ u R E 54+ ( p s I 45+ ) 36+ 27+ 18+ 9+ X LEGEND X = Required Water Supply 53.58 psi@ 619.1 gpm 0 ~ Available Water Supply 91.06 psi@ 619 .1 gpm " II ·11 II II " II II * <-88.4 psi@ 738 gpm Flow Test Point f1Jo10 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (<WM)