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rN.. <br /> i.. <br /> • <br /> 2721 WETMORE AVE ISSUE DATE 10-16-19 TOWER CRANE <br /> • ,i ge2of8 <br /> CRANE FOUNDATION ISSUED FOR PERMIT FOUNDATION PLAN <br /> • 'Place <br /> PROJECT NO. 19035.08 <br /> 28 SK-1 <br /> � EVERETT,WA <br /> �" DESIGNER BB <br /> a s: fneers.com <br /> .N i <br /> SC2-1 e�S <br /> 22'-0" %Q-Hof WASNQ'Pi <br /> `t_ <br /> .P 'P` 43789Je- <br /> Oio��CrNAL EN <br /> TOWER BASE SAEZ <br /> CRANE TLS65B /0 T <br /> (39m) <br /> /M1 <br /> Nigr <br /> r� el TOWER CRANE <br /> `j `J LEG/ANCHOR <br /> (4 PLACES) <br /> -‹ 4'-0"DEEP CONCRETE FOOTING <br /> IMPORTANT NOTES: <br /> 1.BEARING SOIL SHALL BE DENSE SOIL WITH ALLOWABLE SOIL <br /> BEARING NET PRESSURE OF 12,000 PSF PER GEOTECH REPORT BY <br /> ASSOCIATES EARTH SCIENCES INC.PROJECT NO.190168E001 <br /> 2.CONCRETE COMPRESSIVE STRENGTH SHALL BE 5000 PSI AT 28 DAYS <br /> 3.ALL CONCRETE BARS SHALL BE GRADE 60 KSI , <br /> 4.REBAR SPLICE FORH BAR SHALL BE 36 ',fa.',fa.5.CONCRETE WORK L COMPLY WITH THE RECOMMENDATIONS OF <br /> ACI COMMITTEE 207(GU E TO MASS CONCRETE) <br /> qts <br /> OTOWER CRANE FOUNDATION PLAN <br /> 3/16" = 1'-0" <br />