My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2005 - P08369 - new structure
Orono
>
Property Files
>
Street Address
>
W
>
Willow View Drive
>
1005 Willow View Drive - 28-118-23-41-0006
>
Permits/Inspections
>
2005 - P08369 - new structure
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:24:55 PM
Creation date
2/18/2020 11:50:45 AM
Metadata
Fields
Template:
x Address Old
House Number
1005
Street Name
Willow View
Street Type
Drive
Address
1005 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823410006
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.
/
47
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
L- :---;A.i.m 2 res of 1i 314`- x 9 "1r22.0E Parallatra PSL <br /> ii-Searn(TM)6.05 Senat Number 7002001601 <br /> User 2 808/03 11:26:35 AM THISPRODUCT MEETS OR EXCEEDSTHE SET DESIGN <br /> Paw En irle Ver,,,-.s 1 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Writhe!Siner ;Ail 7 Reef fi6L;}s 1? Over.'"thmensiorrig"V' <br /> r--4— L _4 4 _...4 1 <br /> - t1 <br /> ..--_2.p---ix--3- ,. o _6-" s 2.10"--.1,---2".9----t. <br /> An #rrodI Magi'am in vunrept�t <br /> dimensions are horizontal. <br /> LOADS: <br /> !ui tysis is for a Drop Seam Member. 'Tributary toad"I 1' <br /> Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location ApplicationCon-intent <br /> Uniform(plf) Roof(125) 80.0 30.0 0 To 2'9" Adds To <br /> Uniiform(plf) Floor/1.00) 360.0 270.0 15 To 16'8" Adds To <br /> Uniform—silt) RooiVk.-..'5- i- :i 375.G i i0„To 16 5' r.:cs To <br /> Point(lbs) Roof(1.25) 0 1337 1'6" - <br /> (1) Point(lbs) Roof(125) 0 3383 2'8" - <br /> (1) Point(lbs) Ri e(1 25) 0 1!R56 11'1" <br /> (1) Point(lbs) Rodf(1.25) 0 1207 13'11" - <br /> _(1)Analysis a.,--iimeslos are passed throughto Vicat: Stag strength tuti deft ,rim or swish blocks are required at sung is':2 .I be <br /> point loads are included in the reported SUPPORT(S) <br /> accessories shown,at the diagram above,have NOT been checked for capacity. Downward actingrmt be the most CRITICAL case when designing thereactions. These are the reactions associated with the highest coefficient of duration and may <br /> supporta-3g niernt-er ow <br /> EI UPPORTS: <br /> Input Bearing Vertical Readions(lbs) Detail Other <br /> Width Length LiieJDeadlUplifUTotal <br /> 1 Wood column 5.25" 5.25" 1731643101816 L5 None <br /> 2 Wood column 5.25' 5.25" 22514373/0/4597 L5 None <br /> 3 Wood eau= 525" 5.25" 215/561710/5332 L1:Bigg Custom Blocni u <br /> ci <br /> 4 Wood column 5.25" 5.25" 14314914 10/5057 L5 None <br /> 5 Wood column 525" 5.25" 138911995/013384 L5 None <br /> 6 Wood coiumn 5.25" 5.25" 143718241012320 t S None <br /> -vee t i SPECIFIER'31 SUILuERS GUIDE foris:15,i 1:Blocinn <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP or et=NNING_&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-786-6015 <br /> DFPPLANNINGDESIGN@LSI SI.COM <br /> c;cio4cia,ht a 2002 by Cru, •'vi,t:, 4'reyvrt,a2u c,i sires <br />
The URL can be used to link to this page
Your browser does not support the video tag.