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FP* : TAII RETAIL CONSTRUCT""5 PHONE NO. : Oct. 13 199�9 11:14W P1 <br /> TAIT & ASSOCIATES, INC_ <br /> CONSULTING ENGINEERS Project: ARCO#6030 <br /> 2880 Sunrise Boulevard, Suite 206 AKidress' Lathrop <br /> Rancho Cordova, CA 95742 ,lab Na: Ar-995 <br /> 916-635-2444 Date:- 1"-99 — <br /> 916_635-2606 Fax By: <br /> TANK HOU ) DOWN CALCULATIONS - ROUND END TANKS <br /> DIMENSIONS: (SEE DIAGRAM) TANK DATA: <br /> E17 = 35 ft LENGTH OF TANK SLAB 12000 gal TANK CAPACITY <br /> E12 ='' 1 ''ft LENGTH OF BODY OF TANK 8 ft NOMINAL DIAMETER <br /> E13 = 29.33 ft LENGTH OF WHOLE TANK y yln WET INTERSTITIAL? <br /> F14 _ 31.5 ft LENGTH OF DEADMAN <br /> E15 = 4 ft DIAMETER OF SUMP#1 WEIGHTS: <br /> E16 =A . 8000 lbs TANK(w/interstitial rf a <br /> �ft RADIUS OF SUMP## PP•) <br /> F17 = ft DIAME'T'ER OF SUMP#2 450:pcf DRY CONCRETE <br /> ",..k NAS' .r.....t.....,:. <br /> E18 =.K;:YH;� :it RAE)II�IS OF SUMP#2. `,.;::$7:6 pcI SUBMERGED CONC_ <br /> E19 10 ft V%nnTH OF TANK SLAB ?n_: pc <br /> f SUBMERGED BACKFILL <br /> F2Q =f 8 It DIAMFTFR OF TANK .....;13 :4 pc# WATER <br /> E21 =�W' #�;ft RADIUS C3F TANK <br /> E22 = 0 ft WIDTH OF DEADMAN CALCULATED VALUES <br /> E23 = 0.67 ft THICKNESS OF TANK SI AR DATA ENTRY REQUIRED <br /> E24 3 2,83'ft DEPTH TO TOP OF TANK <br /> E25 - 0 It THICKNESS OF DEADMAN <br /> E25 - s`;>:,2;; B ft BOTTOM SLAB TO TANK TOP <br /> E27 = .ft BOTTOM SLAQ TO MID-TANK <br /> GEOMETRY: <br /> TANK VOL. O.D. (IIR2`Lmty)+(4l3I7Pi3) 1340.245 of <br /> SUMP(S)AREA (IIR2)+(IIRl) 25.13274 sf -=� <br /> SUMP(S)VOL. (A-L +{A'L) 54.2867? Cf <br /> :`.2 r•! ti <br /> REFL. TANK AREA (L E,�YD)+(1�R'`) 220.9055 sf %� <br /> SLAB AREA L'V.t 360 sf <br /> TANK BACKFILL VOL- H13(A1+A2+(Al A2)")-112V,.,Vim,, 104T43 ct 4735 <br /> OF-ADMAN VOL- L"W''TH 0 cf <br /> DEADMAN BACK VOL. L*W"I I 0 cf Gam:. CI V k1V <br /> FORCES: <br /> TANK V"WT 83631.31 lbs up <br /> SUMP(S) V WT :3387.491 lbs up <br /> SUMMATION OF UPLIFT FORCES 87019 lbs UP <br /> TANK WEIGHT 80100 lbs do <br /> SLAB ATH*Wt- 3618U lbs do <br /> BACKFILL V'WT 6-2845 82 lbs do <br /> DLADMEN 2*(Vaew.,wr+Vbaa*VVT) 0lbs do <br /> SUMMATION OF HOLD DOWN FORCES 107026 lbs DN <br /> FACTOR OF SAFETY' Fhaid down/ FuPna 1.2299 <br /> Hd-round Page 1 <br />