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1 2 3 4 5 6 7 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 17 18 DESIGN CRITERIA FRP DOUBLEWAL . FRP DOUBLEWALL� _-PULL CABLES (AS SHOWN) TO L� UNDERGROUND TANK UNDERGROUND TANK ..� TIGHTEN & HOLD W/ 3 CABLE CLAMPS. M SAFETY FACTORS - 1 25 DURING EXCAVATION, 1.40 AFTER COMPLETION CONCRETE STRENGTH - 1'c = 2.0 kSl /// PULL CABLES (AS SHOWN) TO REINFORCING STEEL - GRADE 40 5 CLIPS / TIGHTEN h HOLD W/ 3 CABLE CLAMPS. REQUIRED / WT. OF PEA GRAVEL BACKFILL DRY - 100 PCFTIGHTEN TIGHTEN SUBMERGED - 60 PCF 11GH TE� �` TIGHTEN WT OF CONCRETE DRY - 150 PCF 3 CABLE CLAMPS SUBMERGED - 88 PCF (TY ) BUOYANCY = DISPLACEMENT X 62.4 P C . HOLD-DOWN STRAP HOLD-DOWN STRAP -3 CABLE CLAMPS PROVIDED BY FRP TANK PROVIDED BY FRP TANK � L BURIAL 4'-0" (TYP.) MANUFACTURER (TYP ) MANUFACTURER WATERTABLES : aO Y-6" BELOW TOP OF TANK SLAB © AT BOTTOM OF TANK SLAB O 10'-0" f DIAMETER DOUBLE WALLED F.R P. TANK METAL CABLE � SINGLE OR MULTIPLE INSTALLATION EYELET 1/2" WIRE ROPE O WATERTABLE O 3'-6" , .-0. (TYPICAL) HOLD-DOWN HOLD-DOWN 3 CLIPS REQUIRED LOG LOG TANK BUOYANCY K. O J" 0 C (TYP.) (78,54 X 62 4 X 19 48) + (5236 X 62 4) t (28 47 X 62 4) 129918.6# ;r ANCHOR LOOP. K WT. OF CONCRETE 12 X 3248 X 112.5 = 43848# SEE DETAIL THIS SHEET. WT OF TANK - 5156# GROSS VOLUME OF DRY BACKFILL r 12+11 33x 2.75 x 32 48= 1°42.36 W FT CABLE CLAMP DETAIL STORAGE TANK HOLD-DOWN ASSEMBLY ALTERNATE STORAGE TANK HOLD-DOWN ASSEMBLY 2 VOLUME OF 48"0 FRPRISERS = 75 4 CU (FOR FRP TANKS ONLY) (USING PRECAST CONCRETE FOUNDATION PILES) . NET VOLUME OF DRY BACKFILL - 966 96 CU FT -'' - WT. OF DRY FILL 100 X 966.96= 96696# -'�v. 1 HOLD-DOWN ASSEMBLIES LNO SCALE { J J GROSS VOLUME OF WET BACKFILL OVER TANK SHELL ( 11.33+10X 5 50 - 78 54 ) X 19 48 = 378.30 CU FT 2 2 VOLUME OF 48'0 FR.P. RISERS = 2514 CU FT. NET VOLUME OF WET BACKFILL OVER TANK SHELL = 353.16 CU.FT CABLE CLAMPS a WIDE - SEE DETAILS. VOLUME OF WET BACKFILL OVER TANK DOMES 2( 5 X 5.5 X 10 - 26 2 18 ) = 288.2 CU.FT. � TOTAL NET VOLUME OF WET FILL = 641 36 CU. FIT \\� WT, OF WET FILL 60 X 641.36= 38481.6# x� I-I �'-o' - HWD Doom Fi EW = 184181.6#= 142 X BUOYANCY OK. MIH IL STORAGE STRAP I'1E( TANK 2._D. III- 12 NO HOLD DOWNS RE'0'D. \\\\ s MIN II-i • I #4 ANCHOR & PICK-UP 2' RAD. R°OPT (TYPICAL)AIL AT 75" 9' MIH TI #4 86850 FT Op WATERTABLE O 9" 'N ¢ I #2 TIES O ± 1' RAD, USE 12" X 18" R/C LOG I� ,1 I I -L - 18" 0 C Q BETWEEN TANKS AND Q AT SIDES. �1 - '- WT OF CONCRETE LOG = 31 48 X 1 5 X 88 = 4155 36# �� II F 6-#5 (7YP.) VOLUME OF BACKFILL OVER LOG _ L,4.J LJ1 31.48 X 8,68 = 273.24 CU FT. �1 Wi. OF BACKFILL OVER LOG = 273.24 % 60 = 76394.4# IIIc 1z"x,s' Loc (rrP) 177=(1 . LOG SECTION ANCHOR_ ___ LOOP DETAIL _*2 TIES ffYPJ EW = 5156 + 43848 + 96499.2 + 2(4155.36) + 2(16394.4) = 18660272# -----i�' I III SAFETY FACTOR 1 43 OK. +Y BED - - x 1B'' LOC USE O AND WTRILE TANK INSTAL_AnONS OR AS INDICATED - - F F BALLASTING DURING EXCAVATED CONDITION PERMITTING FITTERS TO WORK SAFELY ON TOP OF --- TANK' 0 730AV 2 HOLD-DOWN LOG LOCATIONS (FOR SINGLE OR MULTIPLE TANKS.) SCALE: 3/8"=1'-O" .`3 1".IOLp-ppyyN LOG REINFOFiCEM SCALE' 1"=Y-O" WATERTABLE 2' MAX. IN EXCAVATION 24'-0 1/4" OVERALL LENGTH SECONDARY TANK 112,000 GALLON) 29'-5 1/4" OVERALL LENGTH SECONDARY TANK (15,000 GALLON) VOLUME OF BACKFILL ABOVE �_ 5 X 10 725a = 10.73 CU FT TANK AND LOG TANK AND LOG • W4, OF BACKFILL 10.73 X 95 = 1019.35 # -WATERTABLE WT. OF TANK 150 - - J2, E E YW=1169# PATH 2'-0" WATER IN EXCAVATION A=11.1 . BUOYANCY 11.18 X 624 = 697.63 # WM1IWH x78" LOG ERE REO'D SAFETY FACTOR 167 OK. Ul DESIGN OF BALLAST 'LOGS" (12" x 18') 7 -_ U MAX. L = 31 0" N W/ PICK UP O END POINTS 4 E 2 IK 19_ MAX. '6'-6" MAX o Moh 1/2 X 23 X (6.5) 4.86 +--�-- -*' 1'-6" MIN N p As ' 1.76x9 5 29 3- # 5 (TOP) D 7 Mmox = 701K As 70 - -.42 3- #5 __(BTM --5-.-.10-1/8"_„� V-10 7/8" 5'-10 7/8, _ 5 -10 7/e" 1.76x9.5 USE #2 TIES O 18" O.C. # 4 "LOOPS" O PICK-UPS 6 4 �8' -,_-. 51_6' S -6" 6'-4 7 8" fi_4 7 e" _ 6'-10 1 2.' J'_11= 6'-10 7 2" 6'-4 7/8* MARK DAT1t - REW310N8 INrt1AL ti - - PICK-UP ANCHOR LOOP (TYP ) - HOLD DOWN LOG ANCHOR LOOP (TYP ) - HOLD DOWN LOG TANK HOLD-DOWN LOG p 12" POINT N10' + TANKS 2" RAD 1 1/2" CLR. I 0-8264 G OC J_#5 - Tom' -1" RAD 19 MA% _l.6 "-6•-6• MAX 3775 TRACY BLVD. r � 3-45 ` y •J 25'-0 1/4" LENGTH OF LOG) (30'-5 3/4' LENGTH OF LOG) TRACY, GA. 0 4 4 -. Mo (72" X 18" X 31'-0") ANCHOR LOOP TIE DOWN STRAP ANCHORAGE AND PICK-UP POINTS NOTE XERXEB 12.000 GALLON TA XERXES 15000 GALLON TANK _ .PICK-UP POINTS SHALL BE AT THE OUTER a USE HOOKED #4 BARS ANCHOR LOOPS. Chevron •REFER TO TANK DOUG'S FOR LOCATION Of ANCHOR 31.0 STRAP FASTENING ""% LOAD 2 X 225 = 346' 5°" DIP GALVANIZED NOTE HOOKS WHICH SHALL BE HOT- NOTE VERIFY LOCATION OF TANK HOLD DOWN STRAPS Northwest Region B Fs = 3408 = 8720 PSI •TOTAL TANK BALLA T(LOEG LENGTH SECTIONS ALREQUAL T PICK-UP POINTS FOR LOGS SHALL BE THE OUTER LOOPS. - IS 2. REFER TO SHEET F-8 FOR TANK HOLD-DOWN WITH TANK MANUFACTURER BEFORE FABRICATION INSTALLATION SPECIFICATIONSROBERT H. LEE h ASSOCIATES, INC. OF HOLD DOWN LOGS. _ ARF. TI.A E ENc3WEER ENWl0NMEWAL 8ERVI0E8 1137 NORTH McDOWELL BOULEVARD PETALUMA CA. 94954 (707) 765-1660 4 STORAGE TANK HOLD DOWN LOGS SCALE: 1/4=1'-0" "OHM W. JOHNSON, ARCHITECT JAMES H RAY, CIVM: ENGINEER FPREUMINARY VIEW NJRIAL DATE DATE: Y' 1T APPR,: I"VM A OPHL /8740.10 5 7 Z Do not use SHEET CONSTRUCTION ' § ' for constructiodrawingn F-' a unless Initialed CE 0 is 1 2 3 4 5 6 7 81 _T 9 10 N 12 13 14 15 16 17