My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2014-01131 - addn/remodel/repair
Orono
>
Property Files
>
Street Address
>
T
>
Tonkawa Road
>
1015 Tonkawa Road - 08-117-23-24-0002
>
Permits/Inspections
>
2014-01131 - addn/remodel/repair
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:42:56 PM
Creation date
6/12/2019 1:14:03 PM
Metadata
Fields
Template:
x Address Old
House Number
1015
Street Name
Tonkawa
Street Type
Road
Address
1015 Tonkawa Rd
Document Type
Permits/Inspections
PIN
0811723240002
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.
/
14
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 O R T E MEMBER REPORT MAIN Level, RIGHT BEAM PASSED <br /> 2 piece(s) 13/4" x 18" 2.0E Microllam® LVL <br /> • Overall Length: 18 7 0 <br /> o Jo <br /> ; <br /> r <br /> 1800 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual o Location Avowed React LoF Load:Combination(Patten) System:Floor <br /> Member Reaction(lbs) 7387 @ 0 2 0 8881(3.50") Passed(83%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear(lbs) 7173 @ 19 8 11970 Passed(60%) 1.00 1.0 D+1.0 L(All Spans) Building use:Residential <br /> Moment(Ft-lbs) 31943 @ 4 8 0 38753 Passed(82%) 1.00 1.0 D+1.0 L(AII Spans) Building Code:IBC <br /> Live Load Defl.(in) 0.308 @ 8 4 0 0.456 Passed(L/712) - 1.0 D+1.0 L(AII Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.503 @ 8 5 3 0.913 Passed(L/435) 1.0 D+1.0 L(All Spans) <br /> •Defection criteria:LL(L/480)and TL(L/240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 4 8 4 o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> 111-ifi p Loads to Supports(lbs) <br /> suPpoft Total Available Required Dead Live Snow Tota) Aceenories <br /> 1-Column-SPF 3.50" 3.50" 2.91" 2777 4610 151 7538 Blocking <br /> 2-Column-SPF 3.S0" 3.50' 1.50" 1405 1759 50 3214 eloddng <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Tributary Dead Haar Uwe snow - <br /> Loads Location Width (ago) (1.00) (1.15) commenift <br /> 1-Uniform(PSF) 0 0 0 to 18 7 0 1 0 0 12.D 40.0 Residential-Living <br /> Areas <br /> 2-Uniform(PLF) 0 0 0 to 18 7 D N/A 50.0 - WALLS <br /> Unked from: <br /> 3-Point(lb) 480 N/A 2707 5625 201 BOTTOM BEAM, <br /> Support 2 <br /> Weyerhaeuser Notes Q SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywV.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 framer is responsible to <br /> assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support Information have been provided by JEFF H <br /> Forte Software Operator Job Notes 8/6/2014 3:48:04 PM <br /> ,r Kyle Militzer 080614.3 <br /> -- Forte v4.5,Design Engine:V6.1.1.5 <br /> Shaw Stewart Lumber Co. OSLO BUILDERS 080614.3__Oslo—Part.4te <br /> 1612)238-4204 PARTEN REMODEL <br /> kmilitzerashawstewartiumberco.com Page 6 of 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.