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,Beam above portch-rear PASSED � <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Lenglh:T 2" <br /> + + <br /> 0 0 <br /> _ � - <br /> , <br /> � <br /> , <br /> � �.�- � <br /> � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizonbl.;Drawing is Conceptual <br /> 1� R8�i�5 - �4taf)�:Lop�tlOn. . . Alfow�d ;r �uk S_ LDF. 1b�d:�(i� .s) System:Floor <br /> Member Reaction(Ibs) ' 2698 C@ 1 1/2" 5738(3.00") Passed(47%) -- 1.0 D+1.0 S(All Spans) ntember rype:Drop Beam <br /> Shear(Ibs) 1930 @ 1'1/4" 4308 Passed(45%) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResideMlal <br /> Moment(Ft-Ibs) 4503 @ 3'7" 5919 Passed(76%) 1.15 1.0 D+1.0 S(All Spans) Building Cade:IBC <br /> Live Load Defl.(in) 0.059 @ 3'7" 0.231 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Metl,odology:ASD <br /> ToWI Load DeFl.(in) 0.093 @ 3'7" 0.346 Passed(U�9) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(U360)and TL(L/240). <br /> •Bracing(Lu):All wmpression edges(top and bottom)must be braced at 7'2"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bradng is required to achieve member stability. <br /> •Applipble calculadons are based on NDS 2005 methodology. <br /> 8eldnY _ i�0yls�dtw$p9Arr(yn) . <br /> �! Tolal Avl�1e Ae9�tl�reA ;Des� �9'M1, Totst `` 11me�o�ies <br /> i-Cdumn-SPF 3.00" 3.00" 1.50" 3005 1693 2698 Bbcking <br /> 2-Trimmer-SPF 3.00" 3.00" 1.50" 1005 1693 2698 None <br /> •Blocking Panels are assumed to carty no loads applied directly above them and the full load is applied to the member being designed. <br /> Tduutanr oeaa siaw <br /> L08{IS Loeation ' WMlh (0.90) (Ll'.� Camn�s <br /> 1-Un'rform(PSF) 0 to 7'2" 13'6" 20.0 35.0 Snow-main <br /> We�M1`dE'YSeP NO�.S�.- .� . � .�. .. . � . . . � ,. � .. � .. . . .. . �� (Z�SUSTAINABLE FORESTRV INRIATIVE <br /> l <br /> Weyerhaeuser wartantr that the sizing of its praducts will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to curreM Weyerhaeuser literature for installadon details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blaking Panels and Squash Blaks)are not desigr�ed by this software.Use of this software is not intended N <br /> circumveM the need for a design professional as determined by the authority having jurisdictlon.The designer of record,builder w framer is responsible to <br /> assure fhat this wlculatlon is compatlble wRh the overall project Products manufactured at Weyerhaeuser facilities are third-party certlfied to sustainable <br /> forestry standards. <br /> The product application,input design bads,dimensions and wpport informadon have been provided by Plan date:06/OS/2015 <br /> Forte Software Operator Job Notes 8/6/2015 9:12:31 AM <br /> John Nelsen Advance Homes 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 Ezcelsior MN <br />�' jehn_ne'sen'a„�!yra3c!umber.crrr�. �2052�08IOSI20'15 . . . � r�-8g@ 26 Ui 43 <br />
The URL can be used to link to this page
Your browser does not support the video tag.