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Job No 9918,00 <br /> Godina Engineering Sheet No 1 of 1 <br /> P© Box 7215 Calculated By: RG <br /> Modesto, CA 95357-7215 Date: 06-25-99 <br /> (209) 551-6320 <br /> STANDARD SPECIFICATIONS FOR STRUCTURAL CALCULATIONS <br /> *The drawings,calculations,specifications, and reproductions are instruments of service to be used only for the <br /> specific project covered by agreement and cover sheet. <br /> ANY OTHER USE IS SOLELY PROHIBITED. <br /> *The structural calculations included here are for the analysis and design of the primary structural system. <br /> *Nan-structural elements and the attachment mechanism is the responsibility of the architect or designer, unless <br /> specifically shown otherwise. <br /> *All changes made to the subject project shall be submitted to RJG ENGINEERING in writing for review and <br /> comments. The structural details in these calculations emphasize engineering aspects of the design, <br /> DESIGN LOADS <br /> DEAD LOADS: BUOYANCY: <br /> Area of Slab(Sq. Ft.) =924 Tank Specifications: "Glasteel" Composit Double Wall Tank <br /> Thickness of Slab(in.)=9 Capacity(Gallons) =12,000 <br /> Weight(Lbs.) =15,602 <br /> 1, Concrete Slab = 60,707 Area A(B) = L x W Where: <br /> 2.42" Pea Gravel = 126,315 A(B) = 279.00 Ft"2 L=31 ft <br /> 3. Tank = 15,602 W =9,00 ft <br /> 4 = F(B) =(Capacity/7.48)x 62.41.10 <br /> 5 = F(B)= 110,118 Lbs Buoyancy <br /> 6. _ <br /> 7. - <br /> DL= 202,624 Lbs Weight of Deadmen required: <br /> � ofESO-1— <br /> =F(B)*1.25-DL 4"ta�R <br /> (64,977)Lbs l w �, R9 J. Goon <br /> No Deadmen regired. No.033038 <br /> Exp.630,E <br /> By inspection, cable and connectors OK. y <br /> CIVIL <br /> * See attached table for loads to connectors at the F CAU <br /> unburied condition.) <br /> REVISIONS: Dead Weight to Buoyancy Ratio= 1.84 <br /> A Date : <br /> B Date : <br /> PROJECT DESCRIPTION: My Mini-Mart <br /> Tank Replacement and Installation <br /> GODINA ENGINEERING <br />