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10011 EVERGREEN WAY HOBBY LOBBY 2018-01-02 MF Import
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10011 EVERGREEN WAY HOBBY LOBBY 2018-01-02 MF Import
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Last modified
2/20/2020 4:01:06 PM
Creation date
2/10/2017 6:40:42 AM
Metadata
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Address Document
Street Name
EVERGREEN WAY
Street Number
10011
Tenant Name
HOBBY LOBBY
Imported From Microfiche
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' ' �i+�Y�S TESTING EKCrfNEERS, �NC. ����, <br /> . sr,��o <br /> Lyrtrnaod.W49BD36 <br /> �_ _�— ph42�i.74293BD <br /> Project�lc!L11539 -i--- -_. �+�»» <br /> ProjecLf Hobby Labby F��ereM,i�1hg2 ' ��� <br /> Address 10011 EvergrEen Way, Fver:,d: '�' 'k �'�-� �omsSr�,navw,, <br /> Permit No. - _______.._ — ��y� <br /> Bldg Dept. City of Everett �,�� <br /> r�c�+sso�m <br /> Owner Hobby Lobby Stores, Inc. <br /> Engineer Mettemeyer Engineering LLC ���'��� <br /> Architect Robert Michael Hughes s��so <br /> w�raaRsrztt <br /> �nsx+as�.��s <br /> Re�ro No. 002 REVISCD �`�'�"� <br /> Date 11/21/2011 8:58 am, Nov 30, 2011 <br /> Weather _ <br /> Inspection Concrete <br /> Sample(s) (4) 4x8" cylinders <br /> Onsite to sample and test concrete at slab on grade infilis located at NE, SW, SE comers of <br /> existing structure. Hobby Lobby subcontractor, Pioneer Concrete, placed concrete mix 60120 <br /> (6sk)irom Stanwood Redimix at slab infills located at grids 2 to 4/B to A, 7 to 8.8/G to F.S, and 8.5 <br /> to 10/A to A.S. Concrete sample was obtained at 10 of 80 cubic yards placed with 5-1/2" slump <br /> and 50°F temperature. Four�x8" concrete cylinders were obtained for strength verification. <br /> Noted: 1)The slump of mix 60120 was greater than 4" maximum indicated on approved conUact <br /> drawings; 2)welded wirE mesh 6x6"W1.4x1.4 welded wire mesh instead of fiber mesh was <br /> indicated on plans. Verbal approval was obtained previousiy; 3)S mil vapor retarder was used <br /> over subgrade instead of the 10 mil indicated in structural notes for vapor bartier. The vapor <br /> barrier Visqueen was placed as single 6 mii Iayer at NE slab area 2-4/B to A, and double 6 mil <br /> layer at SE, SW slabs at grids 7-8.8/G-F.5 and 10-8.5/A-A.5. <br /> Nonconforming Conditions <br /> The written approval o!items 1-3 is needed by engineer, and contractor stated that he will email <br /> this to Mayes Testing Engineers. Existing concrete slab did not appear to have vapor barrier. <br /> Inspector: Rob Emery <br /> Reviewed By: <br /> T� -7 �'�..—..G�✓�. <br /> Timothy G. Beckerle, P.E. <br /> Branch Manager <br /> i <br /> I <br /> ; <br /> ��a� � <br /> � <br /> �-�-�,- <br /> .� <br />
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