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741 Marine Drive,Bellingham, WA 98225 www.geotest-inc.com <br /> 100 <br /> cleare rT 20611 67th Ave.NE.Unit A.Arlington, WA 98223 <br /> phone:(360)733.7318 toll free:(888)251.5276 fax:(360)733.7418 <br /> LATERAL FRAMING INSPECTION REPORT <br /> PROJECT: Cargo Transit Shed Relocation JOB#: 18-0297 <br /> ADDRESS: Everett,WA REPORT#: LF001 <br /> PERMIT#: B1803-043 DATE: 10/1/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 4 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Ben Fox <br /> Item(s) Inspected Location <br /> Shear Walls Gridlines B/10-11 and D/10-11 <br /> Reference Drawings: Structural Plans <br /> Items Inspected Comments <br /> Lumber grade,species,size 2 X 8,Doug Fir#2 <br /> Structural panel grade and thickness,glue Wir APA Rated Sheathing,15/32",Exp. 1 <br /> Shear wall/diaphragm length, location ( ' Per Plan <br /> Panel edges bear on framing members V" Yes,All Panel Edges Blocked <br /> Diaphragm chord,drag strut,braces and related 0 <br /> Connection of blocking to wall top plates 0 <br /> Gypsum board with wood framing conforms <br /> 3"nom.framing in place,nails staggered where shown Per Plan,2-2x Used <br /> Foundation plates or sills on concrete are treated S Yes <br /> Base-plate bolting complies re Yes,Per Plan <br /> Nail diameter, length,number of lines,spacing le In Process <br /> Pneumatic or mechanically driven fasteners conform <br /> Nail heads driven flush a Adequate <br /> Hold down,type,location Yes,Per Hold Down Schedule <br /> Lag bolts/proper hole size 0 <br /> Cold-formed framing-proper size,gage,spacing 0 <br /> Screw type,spacing,driven flush 0 <br /> Cold-formed welding conforms(AWS D1.1 and D1.3) <br /> Other <br /> The above items were conforming 0 Nonconforming Items(see below) St <br /> Comments: See page 2. <br /> COPIES GeoTest Services Inc Port of Everett Reviewed by <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. <br />