My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2003 - P06144 - new structure
Orono
>
Property Files
>
Street Address
>
W
>
Willow View Drive
>
0845 Willow View Dr - 28-118-23-44-0004
>
Permits/Inspections
>
2003 - P06144 - new structure
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:25:56 PM
Creation date
2/13/2020 1:26:07 PM
Metadata
Fields
Template:
x Address Old
House Number
845
Street Name
Willow View
Street Type
Drive
Address
845 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440004
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.
/
60
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
202392 FOYER DR <br /> T,seam(rM)B.OS c�erja,Number 7oc 2 Pcs of 1 3/4" x 11 7/8" 2.0E ParaHam®PSL <br /> User 2 12123102 9:44:44 AM <br /> Page Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR-THE APPLICATION AND LOADS LISTED <br /> 7* <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Liming Areas(pct):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Floor(1.00) 310.0 116.0 0 To 7' Adds To <br /> Uniform(plf) Roof(1.25) 280.0 225.0 0 To 1'3" Adds To <br /> Uniform(plf) Roof(1.25) 760.0 405.0 5'6"To 7' Adds To <br /> Uniform(ptf) Roof(1.25) 60.0 23.0 0 To 7' Adds To <br /> Point(lbs) Roof(1.25) 0 9398 1'3" - <br /> Point(lbs) Floor(1.00) 0 3557 5'6" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length LivelDeadlUpIRITotal <br /> 1 Wood column 5.25" 5.25" 1850/9573/0/11423 L5 None <br /> 2 Wood column 525" 5.25" 2510/5439/0/7949 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 11085 -5348 8035 Passed(67%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 10309 9797 19902 - Passed(43%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.025 0.213 Passed(L/999+) MID Span 1 under RooLbading <br /> Total Load Defl(in) 0.111 0.319.. Passed(L1689) MID Span-1 under_Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright e 2002 by Trus Joist, a Weyerhaeuser Business <br /> Para11am5 is a registered trademark of Trus Joist. <br />
The URL can be used to link to this page
Your browser does not support the video tag.