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• <br /> g/( <br /> Page 1-af'8" <br /> structural <br /> bL engineers <br /> ' '1rtto©b2engineers.corn <br /> r? 425-318-7047(0) <br /> 425-318-0031 (C) <br /> • <br /> Ek1 8 <br /> So wAs44,5,E <br /> Cr.' 0 <br /> 'Pi` Q' <br /> Ai'Pe 49789 tee <br /> 2721 WETMORE AVENUE kRALetSSfoNA� �r,G�+ <br /> EVERETT, WA <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 'I <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:10130/2019 <br /> CT ENGINEERING, INC. <br /> Provide top reinforcement for overturning resistance <br /> or minimum r ants_per_SAEZ Instruction manual. <br /> c�(--ypically#8 at 7.5"OC or equal) TbP R J� S '�� - P o,✓ LA sr /�Q��F <br /> for b structural caicula ion. dr DGJ mcKA4 E t//2 ' <br /> �v v 4 4 � <br /> RE: SAEZ Instruction manual fo crane type TLS 65B 10 . <br /> AEM/CTE <br />