My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2015-00719 - new structure
Orono
>
Property Files
>
Street Address
>
K
>
Kelly Avenue
>
2560 Kelly Avenue - 20-117-23-11-0007
>
Permits/Inspections
>
2015-00719 - new structure
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:47:24 PM
Creation date
3/31/2017 1:09:54 PM
Metadata
Fields
Template:
x Address Old
House Number
2560
Street Name
Kelly
Street Type
Avenue
Address
2560 Kelly Avenue
Document Type
Permits/Inspections
PIN
2011723110007
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.
/
96
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 0 R T E � MEMBER REPORT Main Level, Wdw hdr SW Bath-side PASSED <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 <br /> Overall Length:5'6' <br /> + + <br /> 0 0 <br /> � , 5, � <br /> � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> !1'�lBIIMS AE6�iOJACaqqu, AqpMNd�: ``�: tp�i �(1�pIMj..,' � System:Wall <br /> Member Reaction(Ibs) 2932 @ 1 1/2" 3825(3.00") Passed(77%) -- 1.0 D+1.0 S(All Spans) Member rype:Header <br /> Shear(Ibs) 2839 @ 1'1/4" 2872 Passed(99%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 2562 @ 1' 3946 Passed(65%) 1.15 1.0 D+1.0 S(All Spans) �����9��I� <br /> Live Load DeFl.(in) 0.026 @ 2'6 7/16" 0.175 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) Design Metliablogy:ASD <br /> Total Load DeFl.(in) 0.042 @ 2'6 3/8" 0.262 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> •Defiectan criteria:LL(L/360)and TL(L/240). <br /> • Bracing(Lu):All compressbn edges(top and bo[tom)must be braced at 5'6"o/c unless detailed otherwise.Proper attachmeM and posidonirg of late2l <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methadology. <br /> ��. ��,� � �11�)' <br /> ; TWai `1►va11s1Ae �6equk�d, ,"�tYd_." � `M'TotlN " �loo6pioi�rN �` <br /> 1-Trimmer-SPF 3.00" 3.00" 230" 3087 1845 2932 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.50" 394 706 1100 None <br /> a fiihutely Dead '- �ShOw <br /> l.OddS: Locatlon WkNh (0.�) (1.15) Caml�snp :� <br /> 1-Tapered(PLF) 1'to 5'6" N/A 97.0 to 56.2 z02.5 to Generated frait <br /> 117.3 Loadi AssistaM <br /> 2-Point(Ib) 1' N/A 1098 1832 �nerated from <br /> Loadi Assistant <br /> w8y@1�18'f'll�r�D�$ .. .. .. ..:`. :�� , �:�,. .° ':. .. �... .�� . �� � ' (Z�SUSTAINABIE FORESTRY INITIATNE <br /> Weyerhaeuser warcarrts that the sizing of its products will be in aaordance with Weyerhaeuser product design criteria and published design values. l <br /> Weyerhaeuser expressty disclaims any other warrarrties related to the soRware.Refer to curcent Weyerhaeuser Iiterature for installation d�ails. <br /> (www.woodbywy.com)Attessories(Rim Board,Blocking Panels and Squash Blocks)are rrot 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 jurisdiclion.The designer of record,buiWer or framer Is responsible to <br /> assure that this calculation is compatlble wRh the overall project.Products manufactured at Weyerhaeuser fadlitles are third-party certlfied to sustainable <br /> forestry standards. <br /> The produd applicatlon,input design loads,dimensions and support information have been provided by Plan date:�i/OS/2015 <br /> Porte Software operator ,lob Notes 8/6/2015 9:12:30 AM <br /> John Nelsen Advance Homes <br /> Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te <br /> (952)470-4803 Excelsior MN <br /> I john_nelsen@lymanlumber.com #20529 OS/05/2015 Page 23 of 4� . <br /> �.--- � ---.._.._.___..._---�------- <br />
The URL can be used to link to this page
Your browser does not support the video tag.