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6502 EVERGREEN WAY ENHANCED SERVICE FACILITIES 2020-01-21
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6502 EVERGREEN WAY ENHANCED SERVICE FACILITIES 2020-01-21
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Last modified
1/21/2020 9:13:55 AM
Creation date
5/29/2019 3:24:21 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
6502
Tenant Name
ENHANCED SERVICE FACILITIES
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741 Marine Drive,Bellingham,WA 98225 www.geotest-inc.com <br /> V ��� 20611 67th Ave.NE.Unit A.Arlington,WA 98223 <br /> ST phone:(360)733.7318 toll free:(888)251.5276 fax:(360)733.7418 <br /> LATERAL FRAMING INSPECTION REPORT <br /> PROJECT: Enhanced Services Facilities(ESF)and Retail JOB#: 18-0006 <br /> ADDRESS: 6502 Evergreen Way,Everett,WA REPORT if: LF006 <br /> PERMIT#: B1705-014 DATE: 4/18/2018 <br /> CLIENT: JT Madison,Inc. PAGE#: • 1 of 1'') <br /> CONTRACTOR: Constantine Builders, Inc. INSPECTOR: Tim-Martin <br /> Items) Inspected Location <br /> Re-Inspection of Items Listed on Prior Report LF005 Locations Listed on Previous Report <br /> Reference Drawings: Structural Drawings <br /> Items Inspected Comments <br /> Lumber grade,species,size he D.Fir#2 <br /> Structural panel grade and thickness,glue tie Rated Sheathing,15/31",Exp.1 <br /> Shear wall/diaphragm length,location k, Per Plan <br /> Panel edges bear on framing members le Yes <br /> Diaphragm chord,drag strut,braces and related U <br /> Connection of blocking to wall top plates IA' Per Plan <br /> Gypsum board with wood framing conforms j <br /> 3"nom.framing in place,nails staggered where shown I Now in Place — <br /> Foundation plates or sills on concrete are treated W' Yes <br /> Base-plate bolting complies 4- Yes <br /> Nail diameter,length,number of lines,spacing Per Plan&Engineer's Email I <br /> Pneumatic or mechanically driven fasteners conform Li <br /> Nail heads driven flush Fie Satisfactory <br /> Hold down,type,location le USP,Location Per Plan <br /> Lag bolts/proper <br /> U <br /> . p per hole size <br /> k,1 f Cold-formed framing-proper size,gage,spacing U <br /> Screw type,spacing,driven flush <br /> _ U <br /> Cold-formed welding conforms(AWS D1.1 and D1.3) — – <br /> Other __.-- <br /> U <br /> 4The above items were conforming ',f Nonconforming Items(see below) ! l <br /> Comments GeoTest was on site as requested to inspect the nonconforming items found during our previous shear ,, <br /> wall inspection, <br /> 1 The 7 items listed on report L_F005 have been addressed &are now in conformance. <br /> COPIES:JT Madison,Inc Constantine Builders,Inc, ---- --- <br /> Reviewetl by <br /> This report shall not be reproduced except in kill,without the written approval of GcoTest Services,Inc. <br /> __ _ J <br />
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