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4 <br /> 1-1.4- structural 2721 WETMORE AVE ISSUE DATE 10-16-19 TOWER CRANE <br /> engineers 2 of 8 <br /> www.b2engineers.com CRANE FOUNDATION ISSUED FOR PERMIT FOUNDATION PLAN <br /> 7516 NE 153rd Place <br /> Kenmore,WA 98028 PROJECT NO. 19035.08 �_ <br /> (425)296-2993 EVERETT,WA <br /> info@b2engineers.com DESIGNER BB <br /> v of WAs$46 <br /> H 22'-0" H • �� �tic�i <br /> A.P $ 43789 �4� <br /> �SS/pNAL ENG <br /> TOWER BASE SAEZ <br /> CRANE TLS65B <br /> (39m) <br /> Lvi L- <br /> L 1 <br /> SK-2 <br /> ' j <br /> rl1191. . rt-- — TOWER CRANE <br /> 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 FOR#4 BAR SHALL BE 30" <br /> 5.CONCRETE WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF <br /> ACI COMMITTEE 207(GUIDE TO MASS CONCRETE) <br /> (.0 TOWER CRANE FOUNDATION PLAN <br /> 3/16" = 1'-0" <br />