My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2002 - P05887 - new structure
Orono
>
Property Files
>
Street Address
>
W
>
Willow View Drive
>
0970 Willow View Drive - 28-118-23-44-0016
>
Permits/Inspections
>
2002 - P05887 - new structure
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:26:25 PM
Creation date
2/18/2020 9:02:23 AM
Metadata
Fields
Template:
x Address Old
House Number
970
Street Name
Willow View
Street Type
Drive
Address
970 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440016
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.
/
42
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
TiiiVeVIne/thOp . BSMT BED <br /> Td-Beam^' ' 5.42 Serial Number:709046244 3 Pcs of 1.75" x 9.5" 2.0E MicroIIam® LVL <br /> BEAMUS.A 1111 4/30/99 15:43.14 <br /> Page 1 or 1 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> • •Product Diagram Is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1'• <br /> Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(plf) Floor(1.00) 320 240 0 to 2'4 Adds to • . <br /> Uniform(plf) Floor(1.00) 320 120 0 to 5'8" Adds to <br /> Point(Ibs.) Floor(1.00) 0 12210 2'4" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER • <br /> 1 Column 5.25" 4" Left Face 1637/8200/9837 Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" Right Face 1150/5413/6562 Detail A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. - •• <br /> DESIGN CONTROLS: • <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 9503 7722 8529 Passed(91%). Lt end Span 1 under Dead load <br /> Moment(ft-Ib) • 17022 15532 17761 Passed(87%)..• MID Span 1 under Dead load <br /> Live Defl.(in) 0.013 0.168 Passed(U999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.120 0.252 . Passed(U504) MID Span 1 under Floor loading _ <br /> ;_-Deflection Criteria:STANDARD(LL:U360,TL:U240). <br /> .•. Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise.•Proper attachment and • <br /> positioning of lateral bracing is required to achieve member stability.- <br /> • <br /> ADDITIONAL NOTES: • <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its <br /> products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The <br /> specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not <br /> been reviewed by a TJM Associate. • <br /> -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above.• <br /> -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • <br /> • <br /> PROJECT INFORMATION OPERATOR INFORMATION: • <br /> No Project Information available D.F.P. PLANNING&DESIGN, INC. <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 10 N.E. • <br /> ARDEN HILLS, MN 55112 . <br /> 651-636-6889 • <br /> 651-638-1412 <br /> Copyright C 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProT"and TJ-Beam^'are trademarks of Trus Joist MacMillan. <br /> Micro[lam®is a registered trademark of Trus Joist MacMillan. • • <br />
The URL can be used to link to this page
Your browser does not support the video tag.