My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017-01606 - new structure
Orono
>
Property Files
>
Street Address
>
L
>
Long Lake Boulevard
>
1525 Long Lake Boulevard - 35-118-23-22-0002
>
Permits/Inspections
>
2017-01606 - new structure
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:58:05 PM
Creation date
1/19/2018 10:40:42 AM
Metadata
Fields
Template:
x Address Old
House Number
1525
Street Name
Long Lake
Street Type
Boulevard
Address
1525 Long Lake Boulevard
Document Type
Permits/Inspections
PIN
3511823220002
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.
/
128
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
'0 Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 23 of 4f <br /> isDesign M Project: LDK Homes Designer: Justin Spreitzer <br /> Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam K S-P-F #2 2.000" X 10.000" 2-Ply - PASSED Level:Main Floor <br /> 2 <br /> 1 <br /> l . 9 1/4„ <br /> • <br /> • <br /> CI 0 <br /> 1 SPF End Grain 2 SPF End Grain <br /> t-- 6,6" t 1-3" <br /> 6'6" <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 2 Design Method: ASD 1 0 777 796 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 0 777 796 0 0 <br /> Deflection LL: 240 Load Sharing: No <br /> Deflection TL: 180 Deck: Not Checked <br /> Importance: Normal <br /> Temperature: Temp<=100°F <br /> General Load Bearings <br /> Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. <br /> Dead: 15 PSF 1 -SPF 3.000" 41% 777/796 1573 L D+S <br /> Snow: 17 PSF End <br /> Analysis Results Grain <br /> 2-SPF 3.000" 41% 777/796 1573 L D+S <br /> Analysis Actual Location Allowed Capacity Comb. Case End <br /> Moment 2270 ft-lb 3'3" 3946 ft-lb 0.575(58%) D+S L Grain <br /> 2270 ft-lb 3'3" 3946 ft-lb 0.575(58%)D+S L <br /> Shear 1109 lb 11 1/2" 2872 lb 0.386(39%)D+S L <br /> LL Defl inch 0.028(L/2624) 3'3" 0.306(L/240) 0.090(9%) S L <br /> TL Defl inch 0.055(L/1328) 3'3" 0.408(L/180) 0.140(14%) D+S L <br /> Design Notes <br /> 1 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance <br /> not to exceed 6". <br /> 2 Refer to last page of calculations for fasteners required for specified loads. <br /> 3 Girders are designed to be supported on the bottom edge only. <br /> 4 Top loads must be supported equally by all plies. <br /> 5 Top must have sheathing attached or be continously braced. <br /> 6 Bottom braced at bearings. <br /> 7 Lateral slenderness ratio based on single ply width. <br /> ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments <br /> 1 Uniform 4-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF <br /> 2 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF <br /> 3 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF <br /> Manufacturer Info Amerhart Ltd. <br /> 2631 Territorial Road,MN <br /> 55114 <br /> 800-879-8123 <br /> ritilerhe <br /> Bey odd the Order` <br /> Version 2.0.05(Build 17.31.073)Powered by iStnict"" <br />
The URL can be used to link to this page
Your browser does not support the video tag.