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Job No 9918.00 <br /> Godina Engineering Sheet No 1 of 1 <br /> PO 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 /> *Non-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 FtA2 L=31 ft <br /> 3.Tank = 15,602 W =9.00 ft <br /> 4 = F(B) =(Capacity 17.48)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: RpFEssr� <br /> h <br /> =F(B)*1.25-DL <br /> (64,977)Lbs _C� <br /> No.C33039 v I <br /> No Deadmen reqired. * Exp.Cr30 <br /> By inspection,cable and connectors OK. sT�9�nCIV <br /> � <br /> G' F SL <br /> (* See attached table for loads to connectors at the <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 />