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. • , . <br /> / <br /> 1988 UNIFORM BLDG CODE AND CITI' OF EVERETT REQUIREMENTS I <br /> SOILS: See Sotls �eport by Hart Krozer and Associates aug 17, 1979. Soils <br /> bearin9 6000 psf. Report in possession of fluke Facilittes Manager. � <br /> CONCRETE: All new concrete to be 5 112 .sack mix for fc=3000 psi at 28 <br /> days. Test Cyltnders for thc existing pad tested at 4650 and <br /> ' 4700 psi . <br /> All cracks in existSng pad need to be pressure fiiled to �atch <br /> exisking concrete strength. Submit �neterial for approval . <br /> ANCNOR BOLT PLACEMENT IN EXISTING PAd: Use Brutem AB ancho; bolt grout by <br /> Master Builders. Source: Watts Company (te1 : 783-8400). <br /> Placement by aAhevisive engineert �g (226-8353) , See dwgs. Use <br /> . A36 continous treaded bolts. <br /> REINFORCING STEEL: Use grade 60 bars and wire mesh. <br /> PAD PLACEMENT: Siope new pad for n�otsture runoff; l8" n�in Aepth below <br /> finished grade for frost protection. •See dwg for aize. <br /> Inspection: Test cylinAers and rebar placen�ent wiil need to be verified. <br /> Call Engineer for confirmation for anchor bolt place�ent and <br /> crack sealing <br /> (fluke. l ) <br /> • ' v yO f � �4�� <br /> � � o <br /> ��tTEM1E' '�' <br /> � <br /> � ' . � ONAL ��'� <br /> ,�m «_ s .�/— 9m <br /> I,l�y/ 1 OwN�r rrl u�i <br /> �,�u f�E //V5-f. — ��i�.�. ,_�� ,c a Mo■� yp�*M �Mi <br /> �r��woa. �..+�+�w�a+ • wo�e <br /> y�,�tr �oe j�y� SNT. / o�t�u i�oei»e�eoi� <br />