My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
re: structural inspection
Orono
>
Property Files
>
Street Address
>
F
>
Fox Street
>
2620 Fox Street - 04-117-23-42-0028 - New PID
>
2620 Fox St - 04-117-23-42-0009/10 - Old PID
>
Correspondence
>
re: structural inspection
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:14:30 PM
Creation date
11/3/2016 12:47:36 PM
Metadata
Fields
Template:
x Address Old
House Number
2620
Street Name
Fox
Street Type
Street
Address
2620 Fox St
Document Type
Correspondence
PIN
0411723420028
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.
Page 1 of 1
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
.oh�, <br /> t� <br /> ENGINEERING <br /> May 22, 1998 <br /> Mr. Rick Holloway <br /> MGR Buildcrs <br /> 2875 Jord�n Aveaue, #412 <br /> Minne�rtica,MN 55345 <br /> Re: Struc#tttyti In�pecticm of Residence Addition <br /> at 2620 Fox �et—4rono, MN <br /> Dear Mr. Holloway: <br /> This report is a follow up to our meeting this day at the existing reside+�ce located at �62(> Fo� <br /> Street in Orono. The purpose for the trip was to inspect the structural �raming for the ne�� <br /> addition.The }sareh area an the south side of the house has been enclo;ed to create the ne�� <br /> additio�.The existing roof trusses over the porch were left intact as is My observations and <br /> recommtndatians based on my inspection of the framing are as follow s: <br /> - the existing roof truss ends which were cut off and stitten,�d with OSB gusset plates <br /> adj�t to�e new addition are adequate as constructed, <br /> - the double 1-3/4"x 12" lv! beam which was installed to s .pport the cut trus� en�s <br /> adjacent to the new addition is adequate provided that the lvl beam is supported at the <br /> (4)four bearing locations indicated below. The top�f the vl benm was nnrcht��!rl��ti,-n <br /> at the ends to 8-1/2"to aceommodate the roo.fslope. Alih �ugh the r2<��ch rt•chac�� �ht� <br /> shear capacity, the Ivl6eam is adequate structurall�'u>ith �he heari�ag supporl <br /> locations indicated. The intermediate support nost,�.fur th li�l beam beGrr orr t{tt� <br /> ExT• existing eonerete patio slab which uppeurs to be at least f"' lhick. Thrs ti+�il!hc� <br /> ,,,rq�,Y adeqieate to distribute th concentrated roof load,s at the��ost.s. �x T. <br /> � _ L..�44 <br /> �l!¢~ � (p"g"{ i,( - ,�/� <br /> Please free to contact me wiih any questions or comments regarding t}�is report or if I cac� be ��f <br /> any further service on this project. A copy of this report has also bcen ;ent by fax to t1�e ]��cal <br /> buiIding inspections office as requested. , , <br /> \`\\`\`"1 r1�f'`I��;;�,'C;�//r,. <br /> �lf1CCi'Ct�, `. '�'1 , •• .�'' �% <br /> ;�'��C`. . ''•��y� <br /> Stroh Engineering d�'� ��',' �'`=F E n � <br /> J 3 p�:`�-'=c';IONAL .c = <br /> �,'��'C (7 '�,: �:�,UIi�cER cQ � <br /> ; <br /> Bern�e Stroh, P ',.a`•. !�1?oQ ��� <br /> cc: Lyle/Bnfce(City ofOrono Building Inspections) '/'��l��'�''r���� �yj�N�\������`` <br /> ���f�rrrttHll�ti�u�� <br /> 331 Znd Avenue North 5ufte200 Mlnneapoli5.MN 55401 e12-341-9372 61�-33,9�h'l�'��a:� ;,�t���hr,n�aineFr�n�a:�;����,vori�i^et a,Ti net <br />
The URL can be used to link to this page
Your browser does not support the video tag.