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Page 1 of 8 <br /> structural <br /> t engineers Gf <br /> ®apengineers.com <br /> 318-7047(0) <br /> '425-3113-0031 (C) <br /> QS of wAsk, �,� <br /> �� moo,, <br /> • <br /> 64. <br /> kv <br /> g¢., <br /> 1 <br /> 'Q 49789 i <br /> 2721 WETMORE AVENUE AcrVRALENa`4 �� <br /> EVERETT, WA ss%°NAL t;N <br /> TOWER CRANE FOUNDATION <br /> PROJECT NO: 19035.08 DATE:10/16/19 <br /> a <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 reauiremPnts.p.er_SAEZ Instruction manual. <br /> t. <br /> '(typically#8 at 7.5"OC or equal) TOP Q1� a S a PSK /►t�d2K�6tP o�✓ LA S f PQ�� <br /> or VUTtry�y structural calculation. . 4 0W4 Adec-KA4�, ✓//t ' <br /> RE: SAEZ Instruction manual fo crane type TLS 65B 10 . <br /> AEM/CTE <br /> Ci TY OF EVE SETT <br /> REVIEWEri, FOR.' ER v r <br />