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AT&T | 10086996 |Main - Dyer - Concrete Slab Structural Analysis Page 5 <br />GeoStructural, LLC | PO Box 2621 | Boise, ID 83701 | p:530.539.4787 <br />4.0 Conclusion & Recommendations <br />AT&T’s proposed reinforced concrete slab-on-grade and generator mechanical anchorage will <br />satisfy the requirements of the applicable design codes and have sufficient capacity to support <br />the proposed backup diesel generator loading considered in this analysis. <br />Reinforced Concrete Generator Slab: <br />o 4'-0" x 10'-0" x 9" Reinforced Concrete Generator Slab w/ #5 Bars @ 12" O.C. Each <br />Way. <br />Generac Diesel Generator Equipment Anchorage: <br />o (8) 5/8”Ø x 5-1/8” Embed Simpson Strong Bolt 2 stainless steel expansion <br />anchors (ICC-ES ESR-3037 report). <br />Analysis Notes & Assumptions: <br />All data required to complete our structural analysis was furnished by our client. GeoStructural has <br />not conducted a site visit or independent study to verify existing conditions and the results of this <br />analysis are based solely on the information provided. <br />Proposed generator slab and anchorage shall be installed in accordance with any recommendations <br />given in GeoStructural’s approved Construction Drawings. <br />If any of the existing or proposed conditions reported in this analysis are not properly represented, <br />please contact our office immediately to request an amended report. We appreciate the <br />opportunity to provide our structural engineering services to you. If you have any questions <br />regarding the content of this structural analysis report, please don’t hesitate to contact us. <br />Prepared by:Reviewed and Approved by: <br />Jesse Drennen, PE Don George, PE <br />208.761.7986 208.602.6569 <br />jesse.drennen@geostructural.com don.george@geostructural.com <br />2621 S Birch St - 101119515 & <br />20182981 <br />7/24/2024