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FABRICATION SHOP OBSERVATION REPORT rerracon <br />Report Number: M7241069.0002 <br />Service Date: 02/23/24 20225 Cedar Valley Rd Ste 110 <br />Report Date: 02/24/24 Lynnwood, WA 98036-6365 <br />425-742-9360 <br />Client Project <br />Pietromonaco Jackson Properties LLC Everett Mall Office -Exterior Upgrades <br />Attn: Kyle Kauzlarich 1000 SE Everett Mall Way <br />7525 SE 24th St Ste 300 Everett, WA <br />Mercer Island, WA 98040 <br />Proiect Number: M7241069 <br />General Information <br />Custom Steel requested Terracon be at the Custom Steel Fabicators Inc shop located at 3530 Rainier Ave S, Seattle, Wa 98144 for the following <br />services: steel fabrication. The results of observation(s) for today were reported to Custom Steel. <br />The construction documents referenced for this observation include: Shop Dwg's - 12-14-23. <br />Fabrication Observation <br />Terracon provided shop fabrication observation <br />Welding was performed prior to Terracon's arrival. Welder qualifications, filler metal and WPS could not be verified <br />Inspection <br />piece No. <br />Member (heat #) <br />Type of Weld <br />Referenced <br />Applicable <br />Status * <br />Type <br />Documents <br />Code <br />Final B5 <br />6x4x.25" Cap plate to HSS <br />Fillet <br />B5 <br />AWS D1.1 <br />Complies <br />beam attachment weld <br />(N/A) <br />Final C1 <br />W12x45 Continuity plate, <br />Fillet, Square <br />C2 <br />AWS D1.1 <br />Complies <br />shear tab, HSS to beam C1 <br />Groove <br />attachment welds (N/A) <br />Final C2 <br />W12x45 Continuity plate, <br />Fillet, Square <br />C2 <br />AWS D1.1 <br />Complies <br />shear tab, HSS to beam C2 <br />Groove <br />attachment welds (N/A) <br />Final B1 <br />W12x35 Shear tab and eye <br />Fillet <br />B1 <br />AWS D1.1 <br />Complies <br />to beam attachment welds <br />(NA) <br />Final B2 <br />W12x35 Shear tab and eye <br />Fillet <br />B2 <br />AWS D1.1 <br />Complies <br />to beam attachment welds <br />(N/A) <br />* See below for details <br />Additional Comments <br />All components welded to beams <br />listed above are visual acceptable per plans and <br />AWS D1.1 visual acceptance criteria. . <br />Compliance Statement <br />Based on our observations, structural steel construction activities at the above -referenced locations appeared to be completed in general accordance <br />with the project plans and specifications. <br />Services: Special Inspections / Materials Testing <br />Terracon Rep.: Nicholas Leede <br />Reported To: Custom Steel <br />Contractor: <br />Report Distribution: <br />(1) Pietromonaco Jackson Properties (1) Mayes Testing Engineers, Inc, Gale <br />LLC, Kyle Kauzlarich Noyes <br />(1) Mayes Testing Engineers, Inc, Mike (1) Skyline Construction Inc, Jakob Reviewed By: <br />(1) Skyline Construction Inc, Josh <br />Eaton Michael Mattox <br />Group Manager <br />The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above <br />and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at <br />the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. <br />DM006, 04-29-22 Rev.2 Page 1 of 1 <br />