My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
6502 EVERGREEN WAY ENHANCED SERVICE FACILITIES 2020-01-21
>
Address Records
>
EVERGREEN WAY
>
6502
>
ENHANCED SERVICE FACILITIES
>
6502 EVERGREEN WAY ENHANCED SERVICE FACILITIES 2020-01-21
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/21/2020 9:13:55 AM
Creation date
5/29/2019 3:24:21 PM
Metadata
Fields
Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
6502
Tenant Name
ENHANCED SERVICE FACILITIES
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
541
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
741 Marine Drive,Bellingham,WA 98225 www.geotest-inc.com <br /> ®Te ST 20611 67th Ave.NE.Unit A.Arlington,WA 98223 CS' C7e <br /> 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#: LF005 <br /> PERMIT#: B1705-014 DATE: 4/13/2018 <br /> CLIENT: JT Madison,Inc. PAGE#: <br /> (1_(2f2) <br /> CONTRACTOR: Constantine Builders, Inc. INSPECTOR: Tim Martin <br /> Item(s)Inspected Location <br /> Shear Wall Framing Inspection All Shear Wall Locations <br /> Reference Drawings: Structural Drawings <br /> Items Inspected Comments <br /> Lumber grade,species,size —' <br /> D.Fir.#1 <br /> Structural panel grade and thickness,glue 9 V Rated Sheathing,15/32", Exp 1 <br /> Shear wall/diaphragmlen length, <br /> 9 {/ Per Plan at SWs `— <br /> Panel edges bear on framing members V Yes <br /> Diaphragm chord,drag strut,braces and related <br /> Connection of U — <br /> blocking to wall top plates Rf A35 Clip Installation in Progress " <br /> Gypsum board with wood framing conforms — <br /> 3"nom.framing in place,nails staggered where shown In Progress <br /> Foundation plates or sills on concrete are treated V Yes <br /> Base-plate bolting complies — <br /> In Progress <br /> Nail diameter, length,number of lines,spacing Approved <br /> —__ � by the EOR <br /> Pneumatic or mechanically driven fasteners conform <br /> Nail heads driven flush VIn Progress — <br /> Hold down,type,location <br /> Ll <br /> Lag bolts/proper hole size <br /> Li <br /> Cold-formed framing-proper size,gage,spacing — — <br /> Screw type,spacing,driven flush <br /> Cold-formed welding conforms(AWS D1.1 and D1.3)Other <br /> The above items were conforming Nonconforming Items(see below) <br /> - _ <br /> Comments: GeoTest was on site as requested to conduct a framing inspection of the interior" <br /> side of me building's shear walls. AMENDED 4/19/18: Please see LF006 for reinspection. <br /> COPIES.JT Madison,Inc. Constantine Builders,Inc _ <br /> Reviewed by <br /> This report shall not be reproduced except in full,without the written approval at GeoTest Services,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.