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MAYES TESTING ENGINEEr2S, INC. �� <br /> �usc�v�.yra�e <br /> . ..� s���o <br /> �K..�.om.wn�eaos <br /> �naui�zs+eo <br /> Project No. L11539 ��»�� <br /> Project Hobby o by E•ierett#0492 � I lo�- G Jc � r�� <br /> Address 100 ren.-Y��9—�� �o�ssTam�rev� <br /> Permit No. 106-050 �� <br /> Bldg Dept. City of Everett T��� <br /> vh <br /> m�mse�.�m <br /> Owner Hobby Lobby Stores, Inc. <br /> Engineer Mettemeyer Engineering LLC F°'�'d0i�0° <br /> �sn rFa3do� <br /> Architect Robert Michael Hughes �iao <br /> w�,a.oaem, <br /> ' ph5IX'i:E1.7515 <br /> fac50.7'b1.7579 <br /> Record No. 001 <br /> Date 11/18/2011 � � �f—p� �l CL� <br /> Weather Inside 46°F <br /> Inspection Soils <br /> Sample(s) None <br /> Picked up a moisture density gauge from our Lynnwood lab. We understand that pre-existing <br /> material underneath the (4) large siab areas that were demolished was not disturbed at depth by <br /> the slab demolition. Suficial disturbance in the existi ng capillary break material was recompacted <br /> with a piate compactor along with some areas where the grade was raised with a combination of <br /> 518"minus crushed rock and pre-existing washed rock. The pre-existing capillary break consisted <br /> of washed 7/8" minus rounded rock with some small concrete rubble mixed in. No density tests <br /> were taken. Density tests do not apply to the above mix of materials. Two areas where pre- <br /> ' hed slab areas were located. These areas <br /> re ad'acent to the demolis <br /> existing plumbing chases we � <br /> were filled in with the stockpile of previously placed 7/6" minus washed rock mixed with some 5/S" <br /> minus crushed rock. <br /> Observed the placement of#4 rebar slab doweis at 24" centers in the (4) large slab areas that <br /> were removed. Slab dowels were approximately 18" in length, em beddeu 4"or greater into the <br /> existing slab in accordance with detail 13/S1.1. Epoxy used was Simpson SET-XP (lots <br /> 871 D4700, 11101920, 105E232E , exp. 0/2013, 2/28/2013 a nd 7/2013). Drilled holes were <br /> cleaned, and epoxy and rebar were placed in accordance with Simpson's installation instructions <br /> and ICC-ESR-2506. Approximately 300-400 dowels were placed. <br /> To the best of our rnowledge, all items inspected today are in conformance with approved plans <br /> and specifications. <br /> Inspector: Wally Wagner <br /> Reviewed By: <br /> Michael J. Mayes, P.E. <br /> President <br /> � <br /> j <br /> Page 1 of 1 <br />