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Nov-17-97 t08:i i 30A i vir a&mixe ' eer i ng 76VC�Larc3ac aec 818 84 760 P�VVC <br /> 06 <br /> A B C E F H 1 J K 6 U <br /> taak.xls rev 2/10/96 <br /> 1 <br /> 2 RO H. LEE & ASSOCIATES INC. JAMSS H.R1lY RCE 24516 <br /> 3 1137 NORTH MCDOW= BLV' <br /> 4 PETALUMA, CA 94954-1469 <br /> 5 (707) 765-1660 <br /> 6 <br /> 7 UL <br /> 8 JOB# 9943.20 <br /> 9 : 9125126 <br /> 0SANIr 1.30 <br /> 11 H IONS FOR FLAT END <br /> 12 WET HOI.B 0.93 <br /> 13 Trusco SUPERTAHK 15,000 DW TaNc <br /> 14 D misc. <br /> 15 ANK1 <br /> ANK <br /> 1 OD= 00 <br /> 10.78 WIDTH= 14.78 W.L.- 0.00 DRYBF= 60 <br /> 1T oL• 23.66 LWCTH- 27.66 TANK- 5.00 SUBBF- 26 <br /> i8 WcT- 14177 DEPTH- 1.00 HD- 14.78 SIERHD-LGTHHD_ 1 <br /> 19 #MW- 1 <br /> 20 ODMW 3.00 MWar4a- 7.07 - <br /> 21 HOS- 4 <br /> 2 MU PCF TOT LBS <br /> 2 95 .4 36986 <br /> 23 B ANCY INCL NG S 14177 <br /> 24 WEIGHT 0 150 0 <br /> 25 CONCRETE TANK SLAB - WL <br /> T S 8 - be 409 88 5815 <br /> MOM0 100 0 <br /> 27 BF DRF 1020 6 20 <br /> 28 BF SUB A K 0 100 0 <br /> 2Q BF DRY BELOW TNM TOP- SIDES 29 60 17705 <br /> 3d sun - S DE6 ® 100 0 <br /> 31 BF HD DRY 769 60 46114 <br /> 3 <br /> OF HD SUB 87 4 55 <br /> 39 S ME <br /> -1414 .- <br /> 34 <br /> 41434 178173 <br /> 3S TOTAL DOWN LOAD 41187 <br /> 36 go_vOWN LOAD 1.30 <br /> 37 F.S. WITS DZADHEK0.93 <br /> 3S F.S. W DF.ADHEN S <br /> 39 F of 1. 5 1 30 <br /> 40 43728 50669 <br /> 41 MAXIMUM LOAD TO DEAMM FM 7-8- <br /> al , AYE "TO Zh=-xwcHOR POINT 5666 o33w <br /> 431 LVJMM CXStX- 1713 3 67 <br /> 44 <br /> CALM IIBLB <br /> d5 R- 5.39 TANK RADIttS <br /> 48 h. 15.78 WL OF TANK + ABOVE BELOW <br /> - <br /> 47 Al= , 91.29 S 034 OF TANK <br /> 48 A2-. 91.29. OF TANK WATER LINE <br /> 4 0.00 OF TANK WATER LIMB <br /> �- 0.00 DRY By SIDES OF TANK <br /> 59 A4- 12_47 WET BF SIDES OF TANK <br /> 52 <br /> g^Oft1,�y� <br /> N9.24.5 � <br />