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Page 1 of 8 <br /> b2structural <br /> engineers <br /> info@b2engineers.com <br /> 425-318-7047(0) <br /> 425-318-0031 (C) <br /> Q°'ofWAS14, , <br /> Iz g <br /> 2721 WETMORE AVENUE ',�s r 497ee °NG\� <br /> VRALEN <br /> EVERETT, WA S'ONAt. <br /> TOWER CRANE FOUNDATION <br /> PROJECT NO: 19035.08 DATE:10/16/19 <br /> PREPARED BY: BASRI BASRI PE,SE <br /> Design Criteria <br /> International Building Code(IBC)2015 <br /> American Society of Civil Engineers(ASCE)7-10 <br /> Project Description <br /> STRUCTURAL DESIGN OF TOWER CRANE CONCRETE FOUNDATION FOR OVERTURNING AND SOIL <br /> PRESSURE, FOOTING REINFORCING FOR CRANE HOOK HEIGHT OF 126 FT.TOWER REACTIONS ARE <br /> SUPPLIED BY TOWER MANUFACTURER. PLEASE SEE ATTACHED CALCULATIONS AND REFERENCES <br /> ❑ CONFORMS TO DESIGN CONCEPT <br /> ® CONFORMS TO DESIGN CONCEPT WITH <br /> REVISIONS AS SHOWN <br /> ❑ NON-CONFORMING - REVISE AND RESUBMIT <br /> THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE <br /> WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE <br /> FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE <br /> DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY <br /> OVER THIS SHOP DRAWING. <br /> By: Anne McAteer-Brown Date:10/30/2019 <br /> CT ENGINEERING, INC. <br /> Provide top reinforcement for overturning resistance <br /> or minimum requirements per SAEZ Instruction manual. <br /> (typically#8 at 7.5"OC or equal) <br /> or Verify by structural calculation. <br /> RE: SAEZ Instruction manual for crane type TLS 65B 10T. <br /> AEM/CTE <br />