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1000 SE EVERETT MALL WAY BASE FILE 2025-10-22
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1000 SE EVERETT MALL WAY BASE FILE 2025-10-22
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Last modified
10/22/2025 10:21:15 AM
Creation date
4/24/2025 11:17:34 AM
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Address Document
Street Name
SE EVERETT MALL WAY
Street Number
1000
Tenant Name
BASE FILE
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MAYES I lrerracon <br />Date:4/12/24 Page 1 of <br />20225 Cedar Valley Road, Suite 110 <br />Ph 425.742.9360 <br />Lynnwood, WA 98036 <br />Fax 425.745.1737 <br />10029 S. Tacoma Way, Suite E-2 <br />Ph 253.584.3720 <br />Tacoma, WA 98499 <br />Fax 253.584.3707 <br />7911 NE 33rd Drive, Suite 190 <br />Ph 503.281.7515 <br />Portland, OR 97211 <br />Fax 503.281.7579 <br />YCREST <br />VALLEY <br />SIDE <br />FLAT PLATE <br />Decking: Lay out a 144 sq.in. area <br />and take 4 random symmetrical <br />measurements on each end of the <br />following: Valley, Crest, and Sides for <br />a total of 12 measurements. <br />ill <br />Column: Take 12 measurments at <br />each end of 12" length. Average the <br />flange tip measurements (4, 6, 10, 12) <br />separately where reduced thicknesses <br />are applied under W/D formula. <br />Beam: Measure 1-9 only. <br />Joist or Truss: <br />Take 7 <br />measurements z 6 <br />around the joist <br />or truss at each s s <br />of 12" length. <br />1 <br />t t <br />4 2 <br />3 <br />FIREPROOFING INSPECTION <br />ASTM E 605, IBC 1705.13 <br />Project No.: M7241069 <br />Project: Everett Mall Office exterior upgrades <br />Inspector: Mike Mattox <br />Location <br />Element <br />TSpec <br />hickness <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />Avg. <br />Pass/ <br />Fail <br />South <br />Canopy <br />Column <br />1 3/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 3/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />Pass <br />South <br />Canopy <br />Column <br />1 3/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 3/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 3/8 <br />1 5/8 <br />1 5/8 <br />1 9/16 <br />Pass <br />South <br />Canopy <br />W8x10 <br />beam <br />2 1/2 <br />2 1/2 <br />2 1/2 <br />2 5/8 <br />2 5/8 <br />2 3/4 <br />2 3/4 <br />2 3/4 <br />2 3/4 <br />2 3/4 <br />2 3/4 <br />2 5/8 <br />211/16 <br />Pass <br />South <br />Canopy <br />W12x14 <br />2 7/16 <br />211/16 <br />2 1/4 <br />2 3/4 <br />2 3/4 <br />1 5/8 <br />211/16 <br />2 <br />1 7/8 <br />2 7/8 <br />2 3/8 <br />North Canopy <br />Column <br />1 3/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 1/8 <br />1 5/8 <br />1 5/8 <br />1 9/16 <br />Pass <br />North Canopy <br />Column <br />1 3/8 <br />1 5/8 <br />1 5/8 <br />1 5/8 <br />1 1/8 <br />1 5/8 <br />1 5/8 <br />1 9/16 <br />Pass <br />Remarks: <br />At the south canopy the W 12X14 beams had less than the specified thickneses applied Advised Josh Starkenburg with Skyline <br />MTE 1610-2C, Rev 2, 6/15/2014 <br />
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