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Page 1 of 1 <br /> MA I GS fEtTINO ENCINEERs,INC Fleld C /Sub ect ro Revlsw <br /> 20225 Ceder Velky Road,SuHe 710 Ph 425J12.9J60 Pro ect No.: E7394 Date: 12.9.08 <br /> Lynnwood.WA 98078 Pa■ 425.715.1737 � — — - -- <br /> k'1029 S.Tacoma N, i.SuAe E-2 Ph 253 SB13720 project: Baeing Everett 2008 Flightline Expansion <br /> Txwma,WA 98499 FaK 253.5&1.3707 <br /> 7911 NE 33i°Orive.SuNe 190 Pn 503 281.7515 Permit No.: 80805-050 WeathPr Indoor <br /> Portlantl,OR 97271 Fax 5032817579 — <br /> Project Address: 3003 W Casino Rd. Everett WA <br /> Inspector: Anthony Garland _ Hours:0.5 __ Ownec E1cein9 <br /> Time: 0930 _.___ to 1000 _______ �ngineer: <br /> Inspectoc ______._. Hours: Arohitect: __ __ <br /> Time: __ __ to _ __ Conhactor Gary Mertino <br /> Inspector: _ ____ Hours: Type of Inspection: SS <br /> Time: to Samples: N!A <br /> SUMMARY: <br /> On-site at Boeing Flightline for visual bolting inspection of shed#45-204 in stall k�02. This building is a cold-fomied <br /> steel building developed by Garco Building Systems. Mayes was previously on-site to verify that all high strength <br /> bolts were snug tight, and in conformance with the approved plans. Golumn anchor bolts were also inspected, see <br /> MTE Field report dated 10.21.08. Aker initial inspection, bolts were tensioned to 1/3 turn past snug tight, per AISC. <br /> After pretensioning, all bolting has now been verified as being completed. <br /> To ihe best of our knowledge, all items inspected today are in conFormance with approved plans and specifications. <br /> � Ves ❑ No ❑Preliminary Inspection <br /> NONCONFORMING CONUITIONSICORRECTIVE ACTIONS TAKEN: <br /> ------- _-------- -- — <br /> - MTE t W0�2C.Rer 2,Ilt <br />