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Godina Engineering Job No 9918.00 <br /> Sheet No 1 of 1 <br /> PO Box 7215 <br /> Modesto, CA 95357-7215 Calculated By: RG <br /> 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 /> `Ali 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 = FIB)=(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: <br /> =F(B)'1.25-DLQROFESS/CN <br /> (64,977)Lbs ;a���rPRD J. 9l� <br /> oa 2 <br /> ¢� 2 Z <br /> No Deadmen reqired. No.C33038 v m <br /> By inspection, cable and connectors OK. Exp.&309 <br /> L <br /> \\O �4 <br /> Pq� CIVIL <br /> (' See attached table for loads to connectors at the of <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 />