My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2003 - P06144 - new structure
Orono
>
Property Files
>
Street Address
>
W
>
Willow View Drive
>
0845 Willow View Dr - 28-118-23-44-0004
>
Permits/Inspections
>
2003 - P06144 - new structure
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:25:56 PM
Creation date
2/13/2020 1:26:07 PM
Metadata
Fields
Template:
x Address Old
House Number
845
Street Name
Willow View
Street Type
Drive
Address
845 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440004
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.
/
60
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
1 202392 MECH <br /> 11/-Beam(7M)8.��e„a', 3 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL <br /> ps 2Page t User 2 veep-iTHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -6248 5210 9643 Passed(54%) Lt.end Spent-under Floor loading <br /> Moment(Ft-Lbs) 10132 10132 19585 Passed(52%) MID Span 1 under Floor loading <br /> Live Load Deli(in) 0.058 0228 Passed(LJ999.f) MID Span 1 under-Floor loading <br /> Total Load Deft(in) 0.143 0.343 Passed(L1576) MD Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:L1360,TL:L1240).- <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and <br /> stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. <br /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright © 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallamm® is a registered trademark of Trus Joist. <br />
The URL can be used to link to this page
Your browser does not support the video tag.