HomeMy WebLinkAboutRe: strip footings Mf�2-1B-2004 �8�21 1JLTEIG MPLS 763571i168 P.01
ITlt�ig �ngin.��rs, Inc.
5201 Ea���ver Raad�uit�308,1VYinnea olie MN 55421
�'�ON�� (763}571-2SU� FAX:{7b3}g71-1168
TU: Kevin Thamgson k'ROIVIr Seth L.�hme�i�
CQNIPANY: �o�n►e Uwner T'J,M�: 8:15 AM
�'A7�N�MBER: 9S?r476-9U$7 DATE: '�'hursday Mar�ch Y$,2004
�'�Y�O1�E NUMSER: �5z-'745-0165 PAGES�IN�Y.�JY)�1VG CQVER S�E"I�: 3
P�Cy�fEG"T NUM,B��t: �U�4.339
�USJ��CT; Revfetv af Strip F4otings Supparting Cirder Trusaes
REMARKS:
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� FIere is the repo�rt ss yrou requested. The originely will fQ��Qw itt the me�l.
Please Qall with any quesdo�s.
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Seth
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I�yau do not r�ceive�,ll af tBe prs�es,plea;��p�t�Ct�i9 �
As soon a9 posgible a�t(7[��57�-ZS00. �
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IMAR-18-20HA �B=2a LJLTEIG MPLS 76�?11168 P.02
CONBl1LTti3 lFI�IN!!I!S S�+1Cd 194A pT��.
FAR6p Np
BIBUTARCK.ND
ULTEIG ENGtWEERS, �Nc. $�"R""9'�°
rao+rr�sr wv�R�o,surre aaa �o�:�e�,xsoo
AMI�M�'APOUS.MN Abd1 fAk: �08,971.1�00
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Kevin Tharnpaon
9a Myrdewood Rd
Urono, IWIN, 53391
Attn: Kevin Thampaon
Re: Review af Strip Foatin9s 3uppatir�g Gircle�Trusse�
�0 Myrtlewood Rd
4rono, MN, 35391
UEI Project Nv. 204.338
To Wfyerm It May Goncem:
The purpose of this �etfi�r is tn repart the flndinga af a struCturel �nglnsering nsvtew pf p1s atrlp
faafir�gs supporting girder tru�see.
A,$$14NaAENT
Ul�ig �ngirl�er� (i1C. (UEI)f1�8 k799�1 �tai�9d 'bo �Novide � gtru�tur�el�r#gineerl�g review of tfie atrip
foot�ngs supporting glyder trusaea locatad at 90 Myrdswood Rd� Orono, MN, ws direct� by Ke�in
T�ampson.
BAiGKGROUNa
Kevin Thompson constn�bed a sir�gle s�ory bulldfn� with an attic bonus room supported by g�r+der
truss�s.
The Cfty Building lnspsc�ena d4p�rtmsnt wlshss #o have an �dependert struc�ral enQinea�ln�
revlaw af the strlp foadngs suppertin9 ginder irusses.
QBSER,YanoNs AND COMMFNT3
1. The foNowing infomnailon waa provided by Kevin Thompson to Jason Fianton� aF UEs:
a. 'The buikling is 3!'rfeet lon� and 30-fse�t wide with a 9-fioot long and B-foot wlda nateh
in thb northwest oomer.
b. The roofi truases span the 30-fnot wldth at 24-inch�s on C�rnter.
�. Tn�9���e�are spa�d iateet��rt�,d 8��; �coo��d noaria�o�.
�1. The yir�i�r trusaes suppc�rts b�r on 2 �urses of�nc�r+ate ma�nry unip3 with a 12-
tnch wEd�by 72-lech dsep strip footing rei�foroed with(2�4 bars.
e�ai.oPPaar�u�mr�r�ome .
�
I�iR-1�2004 08�22 ILTEIG f'PLS 763�i?i1168 P.03
Kevin Thampson
M6�ch 18,2004
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2. Kevin Thomp�on provided ALPifllE ENG�NB�INO PRODUCTS, 11VC. truse lusding dste�iis
and truas layo�ut ta U�1.
3. A stnictural en�ineering enalysis wo��oompleted and the fotla�g tbems are no�tl:
�. Ths �trip f�oti�g i� struohrrally adequabe to support the gi�er b�u�s �nd no
cc�ctiv�measur+ss are requi�ad.
PftQ�l�S18NAL OPINIDN
4. it is my profasaional engineering opinian fhat
a. The stirip fqo�ti�'1g is struCturaRy adeguat�to support the oirtiec truss�as.
����Qa�
6. Th� i�lfOrm�tion, ob�ervstions, and op�nlor�s �tated in tfiia �rt are �sc►d on i��form�on
provlded by Kevin Thompsan ta Jaaon Hanbn.
6. '�hs abBsrvatfons and opiniong expressed in this report w�era besed on my professJonal
enpineering judgme�t end professlon�l prar�lce.
i. Na other enginebnng w�s p�rformed or requ�ted fior thls project.
If yau have anY questions, ease cor�ct me.
Sincere
�
Ja n S. Hanbn.PE
1 h�eby certi�y th�t thFs pteR speoNl4etlon or repart
ws� prapera�d by m� or u my airo�t $up�rvi�ion
and thd! 1 e� � �duly d pno�essio�ul enpitteer
urtt#er 4F��1 af tltr nrwsota.
�o.�
.Jason S. anlon
Dat�: � 6
Minnesata R on o. �41941
TQFAL P.03