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Nov-17-97 08:29A a&s engineering , 818 842-3760 P.05 <br /> YE/talul 'titu t1:vv-rl%A 000 ace3c era.tnn�nec qW.— <br /> + A 8 C E F H t J . K ILI M IN <br /> tank.xis rev 2/10/96 <br /> 2 ROBERT H. LEE & ASSOCIATES INC- JAMES H.RAY RCE 24518 <br /> 3 1137 NORTH McDOWELL BLVD- <br /> 4 pETALO'MA, CA 94954-1469 <br /> 5 (707) 765-1660 <br /> 6 <br /> 7 uL <br /> 6 JOB# 9943.20 <br /> 5196 <br /> 10 " <br /> t1 ZOLDDOWN CALCMJCIONS, FOR FLAT =9D UNDERMUND 7MM "ONE <br /> 12 <br /> 13 Trusco SUPERTAn 14,,000 DW Tank WET HOLE 1.25 <br /> 14 <br /> 43 <br /> 18 ODc 8.08 WIDTH= 12.08 W.L.= 0.00 DRYBF- 100 <br /> 17 Oma 37.95 LENGTH- 41.95 TANK= 5.00 SUBBF- 60 <br /> 18 WGTs 14864 DEPTH- 1.25 VD= 0.00 <br /> 19 #HW- 1 S%ZEHD` <br /> 20 ODMW 3.00 MWtarea= 7.07 <br /> 21 I HDS- <br /> Z2 VO PCF =a& BS <br /> 23 BUOYANCY NCL NG AYS 1981 62.4 123 <br /> 24 TANK EADIt.H? 14864 <br /> 25 TAMC - above WL 0 150 0 <br /> 26 g2EQBm TANK Sim - below n 63 as 5549 <br /> 27 BF DRY 0 100 0 <br /> 28 <br /> By SUB hmm EM I 0 60 6899 <br /> 29 BF DRY BELOW TIM TOP- SIDES 0 100 0 <br /> F M NgM TOPOTANK - SD B 60 <br /> -Al BF HD DRY 0 100 0 <br /> 32 BF HD SUB 0 60 0 <br /> 33 HD EM MISKI7.6 O <br /> 34 F - 7 <br /> 35 TOTAL 154031 <br /> 0430 <br /> 36 <br /> 37 F.S. WITH N NONE <br /> 38 F.S. WITHOUT D 1.25 <br /> S1.22 <br /> 40 <br /> 4 MAxImum LOAD TO DvmmzN FOR F.S. 0 0 <br /> h TO F.ACB ANCHOR-POINT 0 0 <br /> 43 AW_"t_Ch8LZ <br /> 44 CALCS FOR AMU RE VATERTABLE <br /> 4S An 4.04 TAM RADIUS <br /> 46 h- 13.08 WL FROM BOTTOM OF TJUM + ASM » BELOW <br /> 47 Al- 51.28 GROSS CROSS SECTION OF TAM <br /> 48 A2- 51.28 AREA OF TANK BELOW WATER LINE <br /> 4 '0.00 AREA OF TAIM ASM WATER LINE <br /> 50 A3- 0.00 DRY 8F SIDES OF TRIM <br /> 51 A4- 7.01 WET BF SIDES OF TANK <br />