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Home My WebLink AboutAST APPL. 6/9/2003 ~ 3'~' .~ , 5'~' ,~ 11'9" ,~ ~g" ,~ ~" ~ ~ ~ DOUBL~A~ ~N~R~TUION ~ ~ ~ELT~K L=I 1', W=5.5', H:4' ~ ~ ~ ' ~, 3 SIDES ! ~ ~ : i . ~ ~. BOTH ENDS, I I ~___ t ~SECT-A ..... SECTION "A" I F EL T~K L=I 1', W=5,5', H=4' - xsT' i ~ I/4"- ~' ~' ~ ~ ' I .... I [/ ///i/// ~NOTES:~D~I"6 IS ~l~Ne~ ~ ~~~ ~ ~'G CONT. I '~' CONC, GR~ND ~O~E DEISEL FUELT~K ~ , . ¢ OFFICE ~ ENVIRON~E~ SERVI~N~ c°Nc' p~ L-14'. w=8.5', D-.667" G ~ W/FIRE-X , ~ ~' ~ ELE~RIC~ SE~CE ~OM ~G P~EL ~O,"~.C.S~,,OeE~WCUTFOR,.~NC.P~'O. , 0 0 0 ~{.~( NOTE: .~co.~.~-,~.,.-..~,,~-..~,, , ~ ~' , ~ ~ M~NCE~C~NUNK~NCEW/ I I ), ~ end ~or const~tton and/o~s~tion ~emon, 0 ~M~SIONS ~E +/- ~E~ ~RI~ ~EL LINE ~PPLY ~ ~NE~TOR MU~ ~VE ~S, STEEL ~ ' · NOTE: SEE SHT. C1-1 FOR EXST'G SITE P~N ~E~NNECTO~eF.O'S'/F'O'R' HAVE ~. ~EE~ HEALTH SOUTH JOB~ 030111 DATE:.6-4--03IR~:O I PREPARED BY:JQMD~ING DRAWN:JM FILE:BHS--1 BAKERSFIELD REHABILITATION HOSPITAL r Fra n z e n - H il I ~' ~ ~'~ ~U~ " ~,.-~,- rn', 5001 COMMERCE DRIVE APN ~ '~ BAKERSFIELD, CA, 93309 : Fueling S~tem Dealgn, Conatrucflon a Ma[ntena~ce , F~ CITY OF BAKERSFIELD -- OFFICE OF ENVIRONMENTAL SERVICES 1715 Chester Ave., Bakersfield, CA (661) 326-3979 APPLICATION T ~~S~~AND/OR REMOVE ABOVE GRO'~-D'S~6RAGE"' ~ TANK(S) In conformity with provisions of pertinent ordinances, codes and/or regulations, permission is hereby granted to: Franzen-Hill 1100 North J Street Tulare, CA Name of Company Address to display, store, install, use, operate, sell or handle materials or process involving or creating conditions deemed hazardous to life or property as follows: Install (1) 1,000 Gallon Envirovault Diesel Tank for Standby Power Generator subject to the provisions and/or timitations as provided. Violation of pertinent ordinances, codes and/or regulations shall void this permit. ,i ' te ~ ' · Approved by: Applicant Name (print) - Applicant Signature THIS APPLICATION BECOMES A PERMIT WHEN APPROVED Fuel Storage Solutions for TodaY and the Future ENVIRO-VAULT® Aboveground Fuel Storage Tanks provide security and safety with secondary containment (double wall) insulated construction. Two steel tanks separated by a layer of insulating concrete give the best environmental protection and fire safety available for ~aboveground fuel storage. ENVIRO-VAULT® is a :¼~rtual "fuel fortress" offering a cost effective means of :~Pensing fuel in highly regulated storage tank market MODEL NOM. OVERALL OVERALL OVERALL APPROX. WGT COMPARTMENT TANKS** APPROX. WGT CAPACITY LENGTH HEIGHT* WIDTH (lbs) (lbs) COMP. Er-250 250 66" 48" 42" 3,117 125/125 3,279 EV-5O0 500 72" 48" 68" 4,503 250/250 4,665 EV-1000 1,000 132" 48" 66" 7,790 5001500- 7501250 7,952 EV-1500 1,500 120" 60" 80" 9,704 10001500 10,061 EV-2000 2,000 156" 60- 80- 12,072 100011000- 15001500 12,429 Er-2500 2,500 192" 60" 80" 15,540 1250/1250 - 2000/500 15,886 EV.30O0 3,O00 228" 50" 80- 16,395 1500/1500 - 2500/500 16,741 EV.-4O00 4,000 228" 72" 80" 18,947 2000/2000-25001500 19,380 EV-5000 .5,000 248" 72" 94" 24,878 2500/2500 - 400011000 25,572 EV..6O00 6 0O0 248" 84" 94" 27 087 3000/3000 - 4000/20O0 27 902 ~..~:,00 8:000 32~,, .,, ~,, ~,:4.~ 4~ _ ~/2o0o 38:273 EV-IO,O00 10,000 406" 64" 94" 41,829 500015000 - 8000/2000 42,644 EV-12,O00 12,000 426" 92" 96" 48,584 600016000 - 100O0/2O00 47,508 EV.-CC-3000 3 000 168" 92" 68" 14 808 15O0/15O0 - 2000/1000 15 298 EV-CO-4OO0 4,000 216 92 88 17,988 2O0012O00 - 30O0/ 000 8,469 Er-cc-5000 5,O00 172" 112" 108" 23,765 2500/2500 - 3000/2000 24,790 E'V..CC~OOO 6,o00 204" 112" 10~" 26,~ 3o00/3000 - 2000/4000 27,~ EV..CC.-~O0 8,000 268" 112" 198" 32,240 4OOO,'40O0- 2O00/6000 ~3,2~ Er-CC-lO000 10,000 332" 112" 108" 39,228 500015000 - 800012000 40,253 ~.~c-1~ 12,000 ~98,, 112,, 106,, ~,964 ~,6o00-10000,2o00 48,00, EV-CC-15000 15,000 318" 136" 132" 51,932 7500/7500 - 11000/4000 54,069 ~v-co-2o0o0 2o,ooo 420" 136" 132" 62,795 10000/10000 -16000/4000 64,932 EV-CC-25000 25,000 510" 138" 132" 74,822 12500/12500 - 21000/4000 76,959 * Overall Height Does Not Include Fittings or Manways Smaller cylindrical and larger rectangular tanks are available upon request. Dimensions and weights may vary **R~ght column represents smallest compartment avalable. Tanks with more than two compartments are also avalable. FOUNDATION DESIGN FOR 10O0 GALLON RECTANGULAR ENVIR 0= VA UL T.-L'W Earthquake design per UBC 1997 Customer: Franzen - Hill Iac. Job Site: Health South Date: 05/29/03 Bakersfield,. Ca. Job Number: V706F Design Parameters: Outer tank Inner tank Length: L := 11-ft Leagth: Li := L - 1.fl Concrete Strength: f¢ := 2500.psi Width: W := 5.5.1~ Width: Wi := W - 1.ft Allowable Soil Pressure:: soilal! := 1000-psf Height H := 4-fl Height Hi := H - 1 .fl Volume in cu. ft.: vol := Li. Wi- Hi vol = 135 ft3 Tank weight empty: We := 7790.lb Capacity ia Gal.: cap := v°l'7A8' galfl3 cap = 1.01 × 103 gal Tank weight full: Wta := cap'7'2' lb + We gal Wtd = 1.5061 × 10nlb Concrete Foundation Dimensions with no Berm Pad Length: padI := 14-ft Pad width: padw := 8.50-ft Pad depth.: padd := 0.6667-ft Weight of Pad: Wf= 1.1901 x 104lb Design Wind Pressures Basic wind speed: 80 mph Terraia exposure C: Ce := 1.06 Presmre coefficient: Cq := 1.4 Wind stagnation pressure: qs := 16.4.psf Importance factor: L,,, := 1.0 ,~ ....... ~_~ P := Cc-Cq-qs.l~, P = 24.34 psf q,d..,,5~ ~:',{\ Wiad Base Shear: Vw := P-H.L Vw = 1/14.07 x 103 lbz '~~ ~ ~O5 ~ff Wind ovemwn in e moment: Mot_~4na := V,¢ [~ + 1.75. inl Mot ,~d=2.298xl 03 lb-fl ~ *5 ~)~ ~2 5/29/03 Paoe 1 of 4 FOUNDA TION DESIGN FOR 1000 GALLON RECTANGULAR ENVIR O= VA UL T.L W ' EarthqUake design per UBC 1997 Resisting moment, empty condition: -~w ._w Mr~ wiad := Mr~ wiad = 1.4282 x 1041b.ft OK - 3 ¢2 - 2/3 of dead load moment is larger than wind moment therefore no anchorage is required. Tank is stable Seismic Desien Information for Rigid Structures. Height of feet: sad := 0.1458-ft Importance factor: I := 1.0 Near Source Factor: Na := 1.5 Seismic zone Z := 0.4 Concrete design: f¢ := 2500-psi Seismic Coeff.: Ca := 0.44.Na Soil Profile · SD Cenier of Gravity: cg = 2.15 ft Minimum Design Base Shear 0.7-Ca.I = 0.462 V := 0.7-Ca-I. Wtd V = 6.958 x 103 lb Seismic force will govern Check for overturning of tank Overturning moment: Mot:= (-~ + sad)-~ Mot= 1.493 x 1041b. ft Resisting moment: Mres := .~_W. Wtd Mres = 4.1417 X 104 lb-ft 2 ASD load combinations: 0.9*D +or- E/1.4 Mot - 1.0665 x 1041b-fl 0.9.Mrcs = 3.7275 x 1041b-fl 1.4 Mot -- < 0.9.Mm~ Tank is stable. There is no uplift 1.4 5/29/03 Paoe 2 of 4 FOUNDATION DESIGN FOR, I'000 GALLON RECTANGULAR ENVIRO=- VA UL T-LW EarthqUake design per UBC 1997 Check Soil Bearing Pressure Total weight of tank and foundation: R := Wf + Wtd R = 2.6961 x 104 lb R Static soil pressure: soilstat .-- soilstat = 226.56 psf padl-pad~ Overturning moment at bottOm of foundation: Mot hot := + padd + sa · Mot'hot = 1.3978 x 104 lb.ft - 1.4 - Maximum and minimum soil pressure across foundation: padw Mot hot Cmax := Cmax = 1.42fl C :- ~ e = 0.52fi OK 6 R Fp_~ax._ R ' (~1 6-e 1 padw'padl'[. +padw~} Fp_max = 309.48 psf .- R 1 6-e Fp_min padw.pad,-( -padw) Fp_min = 143.65 psf Soil allowable pressure: sOilal1 = 1 x 103 psf OK Check for Sliding Total dead load to soil: R = 2.696 x 104lb Maximum value to resist maxs := 0.3R maxs = 8.088 x 103 lb sliding: Max. seismic force: V = 6.96 x 103 lb Seismic force less than resistance force ok 5/29/03 Paoe 3 of 4 FOUNDA TION'DESIGN FOR 1000 GALLON RECTANGULAR ENVIR O=-VA UL T.L IV Earthquake design per UBC 1997 Check Rebar Size Rebar on 12" centers both ways and 3" from bottom of slab. Amount of cover at bottom of footing: cover := 3.in Rebar ASTM A615 GR 40. Add a g4 mat 12" o.o. both ways 2" down from top. Rebar size: bs := 0.5.in Rebar space: space := 12.in Distance between feet on bottom of vault: footd = 51 in Distance from top of slab to center of rebar: d := padd - (borer + -~) d= 4.75in ~ 2 Actual rebar area: A := --.bs A = 0.196 in2 OK 4 := p_m~x ~' -1-ft moment = 0.699ft.kips p = 3.44444 x 10-3 an = 2.902 fi.kips moment .3 moment- 1 As .- As = 0.071 in2 AS < 0.196 OK d.a~ Number of Bolts to resist shear Number of bolts: num := 4 Load per bolt: fv .-__V fy = 1.24 × 103 lb num- 1.4 Bolt size: bolt := 0.625-in Number of threads: n := 11 Load allowable: Fy := 2750-4.1b Fv = 3.67 x 103 lb Minimmn embedment 4 1/2", Minimum edge distance 3 3/4" 3 Fv larger than fy, bolt size is okay. Use 4 - $/8" dia. bolts grade A-307 or better. (Alt: Use 4 - 5/8" dia. drilled anchors with minimum shear capacity of 2000 lb. per bolt without special inspection. Minimum embedment 4".) Check Shear Area at Bolt Minhmm~ root area: Ak. := 0.7854- bolt - - Ak. = 0.202 in2 Shear Allowable: fan :: 10000-psi Shear Force per Bolt: fv = 1.24 x 103 lb Shear Stress: f.~ :: -- 1~ = 6.16 x 103psi ok 5/29/03 Paoe 4 of 4