My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2015-01486 - Bldg permit application
Orono
>
Property Files
>
Street Address
>
E
>
Ethel Avenue
>
2697 Ethel Avenue - 20-117-23-24-0045
>
Permits/Inspections
>
2015-01486 - Bldg permit application
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:55:40 PM
Creation date
5/8/2020 12:56:12 PM
Metadata
Fields
Template:
x Address Old
House Number
2697
Street Name
Ethel
Street Type
Avenue
Address
2697 Ethel Avenue
Document Type
Permits/Inspections
PIN
2011723240045
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
80
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
Job Truss Truss Type - Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER AG Common Supported Gable 1 1 <br /> Job Reference(optional) <br /> Littfin Truss Company,Winsted,MN,Jim Boruff 7.630 s Jul 9 2015 MiTek Industries,Inc. Thu Dec 03 08:46:29 2015 Page 2 <br /> ID:hi_UYLsW9c273?ofbEtL7OyCz2x-wiFC8DIaEG5xRA_L1 m3BR1 ougJjzl fiGIRI WtyCjqu <br /> NOTES- (13-15) <br /> 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,38,39,40,41,42,43,44,45,46,47,36,34,33,32,31,30,29,28,27,26,24. <br /> 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,24. <br /> 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <br /> 13)This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture,and moisture of lumber not to exceed 19 percent <br /> 14)It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1,Section 2. <br /> 15)For Piggyback conditions,see Piggyback truss connection detail for base to cap truss connections. <br /> LOAD CASE(S) Standard <br /> IITTIFI r i <br />
The URL can be used to link to this page
Your browser does not support the video tag.