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215 W MUKILTEO BLVD 2017-08-24
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215 W MUKILTEO BLVD 2017-08-24
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8/24/2017 11:31:38 AM
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8/24/2017 11:31:09 AM
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Address Document
Street Name
W MUKILTEO BLVD
Street Number
215
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Page of 1 <br /> FIELD COPY/SUBJECT TO REVIEW <br /> 20225 Cedar Valley Road.Suite 110 Ph 425.742.9360 <br /> Lynnwood.WA 98036 Fax 425.745.1737 <br /> Project No.: L15176 Date: 04-06-16 <br /> 10029 S.Tacoma way,Suite E-2 Ph 253.584.3720 Project; Our Saviors Lutheran <br /> Tacoma.WA 98499 Fax 253.584.3707 <br /> Permit No.: 61508-005 Weather.overcasi: <br /> 7911 NE 33d Drive.Suite 190 Ph 503.281.7515 <br /> Portland.OR 97211 Fax 503281.7579 Project Address: 215 West Mukilteo blvd <br /> INSPECTOR TIME HOURS Owner <br /> Tim York Engineer. <br /> Architect: <br /> Contractor. Olympia general <br /> Type of Inspection: UT <br /> Samples: �c <br /> SUMMARY: <br /> 1. Inspector onsite for Ultrasonic testing of repaired CJP welds at beam to column connections on east frame <br /> elevation, per S3.2/3, welds were excavated and re-welded with no relevant indications noted. <br /> 2. Visual inspection of fillet welds and bolting per S3.2/4,5 <br /> A325 bolts were installed in accordance with approved specifications <br /> ** Note <br /> Following deficiencies were noted at The column on southern end. <br /> 1. a anchor bolt broke off and contractor repaired by welding in a plate and drilling and epoxy a new anchor bolt. <br /> This was done without prior approval from engineer or special inspection of epoxy anchor. <br /> 2. Top beam top beam to column connection was altered due to hole alignment. Per engineer email dated 0404-16 <br /> the column cap plate and bottom of beam flange should have received a %"fillet weld located at North and South <br /> edges.This connection was welded along the sides (east and west edges) <br /> The above noted items require engineer approval for final acceptance <br /> Please see UT report for further Information <br /> For identification purposes columns numbered 1-4 starting at southern most column and working North. <br /> a <br /> c1 , <br /> ,e t <br /> y. s <br /> Repaired anchor bolt noted above rig 2: Beam to column connection noted above <br /> To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. <br /> Yes W No 7 Preliminary <br />
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