My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017-01439 - new house
Orono
>
Property Files
>
Street Address
>
S
>
Shadywood Circle
>
3257 Shadywood Circle - 20-117-23-11-0047
>
Permits/Inspections
>
2017-01439 - new house
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:48:53 PM
Creation date
8/28/2018 1:01:20 PM
Metadata
Fields
Template:
x Address Old
House Number
3257
Street Name
Shadywood
Street Type
Circle
Address
3257 Shadywood Circle
Document Type
Permits/Inspections
PIN
2011723110047
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.
/
47
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
�F C� R T E �� �ENIBER REPOFtT Level, Wall:Header PASSED <br /> 2 piece(s) 1 3/4" x 11 7/8" 2.OE Microllam0 LVL <br /> Overall Length: 16'11" <br /> + + <br /> 0 0 <br /> _ _ . __ _ __ <br /> 16�2�� <br /> 0 � <br /> All locations are measured from the outside face of left support(or lefr cantilever end).All dimensions are horizontal. <br /> Desigll Results Actual�a Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Readion(Ibs) 1498 @ 3" 11419(4.50") Passed(13%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 1256 @ 1'4 3/8" 9081 Passed(14°/a) 1.15 1.0 D+1.0 S(All Spans) Buiiding Use:Residential <br /> Moment(Ft-Ibs) 5967 @ 8'S 1/2" 20525 Passed(29%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.212 @ 8'S 1/2" 0.547 Passed(L,/929) -- 1.0 D+1.0 S(All Spans) Design Methodology:As� <br /> Total Load Defl.(in) 0.313 @ 8'S 1/2" 0.821 Passed(U630) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(l/360)and TL(L/240). <br /> •Bracing(Lu):AII compression edges(top and bottom)must be braced at 16'Si"o/c unless detailed otherwise.Proper atmchment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Bearing Length Lwds to Supports(Ibs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Trimmer-SPF 4.50" 4.50" 1.50" 483 1015 1498 None <br /> 2-Trimmer-SPF 4.50" 4.50" 1.50" 483 5015 1498 None <br /> Tributary Dead Snow <br /> Loads Location(Side) w�drh (0.90) (i.is� Comments <br /> 0-Self Weight(PLF) 0 to 16'11" N/A 12.1 <br /> 1-Uniform(PSF) 0 to 16'li" 3' 15.0 40.0 roof <br /> Member Notes <br /> garage door header <br /> Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of ils products will be in accordance with Weyerhaeuser product design criteria and published deslgn values. <br /> l <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installatlon details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or fremer is responsible to <br /> assure that this calculation is compabble witfi the overall project.Products manufactured at Weyerhaeuser facilities are third-party certfied to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber ProducLs have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested <br /> in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Somvare operator Job Notes 5/11/2017 8:42:43 AM <br /> steve�icht Forte v5.1, Design Engine:V6.5.1.1 <br /> Charles Cudd DeNovo <br /> (612)359-1709 <br /> s lichl@charlescudd.com <br /> Page 1 of 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.