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GEOT E S T I Oak Hart <br /> Bellingham i Arlington Oak Harbor <br /> www.geotest-inc.com <br /> RMA <br /> LATERAL FRAMING INSPECTION REPORT <br /> PROJECT: Bridge Point Everett 500- Fastsigns TI JOB#: 24-1489 <br /> ADDRESS: 5900 36th Avenue West, Everett, WA REPORT#: LF001 <br /> PERMIT#: B2403-091 DATE: 7/12/2024 <br /> CLIENT: Bridge Industrial PAGE#: 1 of 4 <br /> CONTRACTOR: Northway Construction Inc. INSPECTOR: Tim Martin <br /> Item(s) Inspected/Location Conforming/Non-Conforming <br /> Shearwalls: Framing,Sheathing,Fasteners and Hardware Conforming <br /> Floor Diaphragm:Sheathing,Straps,Fastener,Hardware Conforming <br /> Reference Drawings: S0.1, S3.1 <br /> Components Comments <br /> Framing grade,species,size, spacing �f7 Per Plan <br /> Structural panel grade,thickness, nail size and pattern Rated Sheathing, 15/32", Exp.1, Nailing Per SW Schedule <br /> Hold down type, location,fasteners Holdowns Connecting the Mezz.to the Conc.Wall Panels Per Plan <br /> Sill anchorage,spacing,size, Plate washers Sill Plate Anchor Bolts in Conformance with Project's Drawings <br /> Top plate connection to joist, blocking,truss Complete Per Plan <br /> Diaphragm chord,drag strut, braces and related /� Complete Per Plan <br /> Other ❑ <br /> Building Summary <br /> Level/Sector A Special Inspection Status to Date Outstanding Item Ref. <br /> Shear Walls All Locations Complete <br /> Mezzanine Diaphragm Complete <br /> Comments: GeoTest was on site as requested to inspect the building's Shear walls and floor <br /> diaphragm. The items inspected and noted above were found to be in conformance with the <br /> project's drawings. The contractor was informed of our inspection results prior to our departure. <br /> COPIES:bfox@rmacompanies.com,brian@northwayinc.com,jason@northwayinc.com,smayes@bridgeindustrial.com Reviewed by <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. <br />