My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3000 ROCKEFELLER AVE ADMIN BLDG WEST 2022-05-13
>
Address Records
>
ROCKEFELLER AVE
>
3000
>
ADMIN BLDG WEST
>
3000 ROCKEFELLER AVE ADMIN BLDG WEST 2022-05-13
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/13/2022 10:40:58 AM
Creation date
10/15/2021 9:33:59 AM
Metadata
Fields
Template:
Address Document
Street Name
ROCKEFELLER AVE
Street Number
3000
Tenant Name
ADMIN BLDG WEST
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.
/
524
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
HOFFsAAN CONSTRUCTION COMPANY <br />This.submittal has been reviewed for general conformance with the <br />natract dmarocats, Contractor's review does not relieve the <br />Vendor/Subcontractor of r ponsibihty for compliance ssith A <br />requirements of the contract, including completeness and accuracy of <br />this submimtal. <br />05/08/2019 0141-055113-2 <br />Date Submittal# <br />Kurt Christensen <br />Reviewe By <br />STRUCTURAL CALCULATIONS <br />ENGINEER'S LOAD CHECK REVIEW <br />® NO LOAD EXCEPTIONS TAKEN LOAD CHECK NOTATIONS ADDED <br />RESUBMIT FOR LOAD CHECK REVIEW NOT REVIEWED <br />MKA, INGS REVIEW IS ONLY TO CHECK THAT LOADS IMPOSED ON THE PRIMARY <br />STRUCTURE FROM THE "NON -PRIMARY STRUCTURAL" ELEMENTS APPEARING ON THIS <br />SUBMITTAL CONFORM TO DESIGN LOADS USED FOR INFORMATION GIVEN ON THE <br />STRUCTURAL DRAWINGS PREPARED BY MKA. DETECTED NONCONFORMANCE IS NOTED. <br />CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLETE ENGINEERING DESIGN FOR <br />THESE ELEMENTS, INCLUDING ATTACHMENTS, CORRECTNESS OF DIMENSIONS AND <br />QUANTITIES, AND FITTINGS TO OTHER WORK; VERIFICATION OF PHYSICAL <br />INTER -RELATION OF ELEMENTS OF THE WORK FROM PLANS AND SPECIFICATIONS AND <br />IN THE FIELD; FABRICATION PROCEDURES; AND CONSTRUCTION METHODS, <br />TECHNIQUES, AND SEQUENCES. r-^� <br />i'a4f i m <br />MKA IS ENTITLED TO RELY ON COMPLETENESS AND ACCURACY OF ALL INFORMATION IN rA <br />THIS SUBMITTAL. THIS REVIEW DOES NOT RELIEVE THE CONTRACTOR FROM THESERESPONSIBILITIES. THIS REVIEW DOES NOT INCLUDE ENGINEERING DESIGN OR REVIEWOF CONTRACTOR'S ENGINEERING DESIGN AND CALCULATIONS FOR THESE ELEMENTS.NO REVIEW HAS BEEN MADE OF THESE OY OTHER ELEMENTS NOT DETAILED ON <br />TE CONRACT DRAWINGS PREP RED BYMKA.qy.�U � DANY NOTATIONS BY MKA NOT RELATING TO"ELEMENT LOADS"ARE SOLELY FROM <br />INCIDENTAL AND PARTIAL OBSERVATIONS AND FOR CONTRACTOR INFORMATION. �Y ,,,,• F E � p E—�® E TT <br />MAGNUSSON KLEMENCIC ASSOCIATES, INCy `� I <br />Permit Services <br />BY <br />DATE 5/1312019 <br />Project: <br />SNOHOMISH STAIRS <br />Everett, WA <br />Prepared For: <br />TECTONIX STEEL <br />887 SOUTH OREM BOULEVARD <br />OREM, UT 84058 <br />MAY 2019 <br />FN Prepared By: <br />AEP <br />Reviewed By: <br />5-3-19 AJ H <br />Epic Engineering <br />3341 S 4000 W <br />PEGI�E�RING WEST VALLEY, UT 84120 <br />1-801-955-5605 <br />
The URL can be used to link to this page
Your browser does not support the video tag.