My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2001 - P03625 - ventilation
Orono
>
Property Files
>
Street Address
>
W
>
West Lafayette Road
>
2615 West Lafayette Road - 21-117-23-24-0049
>
Permits/Inspections
>
2001 - P03625 - ventilation
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:05:19 PM
Creation date
1/28/2020 2:39:33 PM
Metadata
Fields
Template:
x Address Old
House Number
2615
Street Name
West Lafayette
Street Type
Road
Address
2615 West Lafayette Road
Document Type
Permits/Inspections
PIN
2111723240049
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.
/
6
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
BOISE CASCADE - BC CALCI'°' 2000b DESIGN REPORT - US Friday,March 23,2001 09:49 <br /> tFle <br /> Double - 1 3/4" x 9 1/2" V-L SP 2900 Nlame: Untitled <br /> Job Name - Customer - <br /> Address - Specter <br /> Designer - Mike Behr <br /> City,State,Zip - Company: - Lyman Lumber Company <br /> Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - <br /> Member Diagram <br /> /"j0 <br /> 12 <br /> `2/ \1/ <br /> u v <br /> i I Standard Load-40 PSF 1 17 PSF Tributary 00-05-00 I 1 I I 1 <br /> 441 lbs LL � � / 2554 lbs LL <br /> 2 lbs DL z_. /1 e.�.e e_;r1121 lbs DL <br /> ice y.' f 1 C Total Horizontal Length-07-06.00 <br /> General Data Load Summary <br /> Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trlb. Dur. <br /> S Standard Unf.Area Load Left 00-00-00 07-06-00 40 PSF 17 PSF 00-05-00 115 <br /> Member Type: - Roof Beam 1 Conc.Pt. Load Left 06-11-00 06-11-00 1320 lbs 561 lbs n/a 115 <br /> Number of Spans - 1 2 Conc.Pt. Load Left 06-02-00 06-02-00 1550 lbs 659 lbs n/a 115 <br /> Left Cantilever - No <br /> Right Cantilever - No Controls Summary <br /> Control Type Value %Allowable Duration Loadcase Span Location <br /> Slope 0/12 Moment 3459 ft-lbs 23.0% @ 115% 2 1 -Internal <br /> Tributary 00-05-00 End Shear 1768 lbs 23.9% @ 115% 2 1 -Right <br /> Repetitive n/a Total Deflection U1693(0.053") 10.6% 2 1 <br /> Construction Type n/a Live Deflection L/2473(0.036') 9.7% 2 1 <br /> Span/Depth 9.5 1 <br /> Live Load 40 PSF <br /> Dead Load 17 PSF <br /> Part Load 0 PSF NOTES: <br /> Duration 115 Design meets Code minimum(U180)Total load deflection criteria. <br /> Design meets Code minimum(L/240)Live load deflection criteria. <br /> Disclosure Slope=0,consider drainage. <br /> The completeness and accuracy of Minimum End bearing length is 1-1/2". <br /> the input must be verified by anyone <br /> who would rely on the output as <br /> evidence of suitability for a particular <br /> application. The output above is <br /> based upon building code-accepted <br /> design properties and analysis <br /> methods. Installation of Boise <br /> Cascade engineered wood products <br /> must be in accordance with the <br /> current Installation Guide and the <br /> applicable building codes. To obtain <br /> an Installation Guide or if you have <br /> any questions,please call <br /> (800)232-0788 before beginning <br /> product installation.For glulam <br /> inquiries,please call(800)237-4013. <br /> Page 1 of 1 BCI®and Versa-Lam are registered trademarks of Boise Cascade Corp. <br />
The URL can be used to link to this page
Your browser does not support the video tag.