HomeMy WebLinkAbout1730 S College Ave - Special Inspections/Engineering - 05/26/2016bIuo o i m
May 26, 2016
Evergreen Industrial, LTD.
206 East 4th Street, Suite 210
Loveland, Colorado 80537
Attn: Ms. Amber Rathert. (arathert@evergreen-ind.com)
Re: Construction Observation and Materials Testing Report — Submittal No. 1
Non -Destructive Testing (NDT) Services for California Plaza
1730 South College Avenue
Fort Collins, Colorado
EEC Project No. 1164044
Ms. Rathert:
As requested, on May 11, 2016, Earth Engineering Consultants, LLC (EEC) personnel provided
construction observation and testing services for the proposed improvements to the California
Plaza facility located at 1730 South College Avenue in Fort Collins, Colorado. Those services
were provided on a part-time/on-call basis and included non-destructive testing (NDT) services
of steel erection components as described herein for the referenced project. The results of the
observation and testing services completed by EEC personnel during the referenced period are
included with this report.
Non -Destructive Testing (NDT) Services
As requested on May 11, 2016, EEC's in-house certified bolt and weld inspector conducted a site
visit to perform visual observations of the structural framing located in the area of Deck 1, 2 and
3. Included are the welded lower horizontal HSS tube to HSS column connections, the welded
upper horizontal HSS tube to HSS column connections, and the welded HSS kicker to lower
horizontal HSS tube connections. Based on visual observations, the work completed in.the area
of the referenced areas appeared to be in general accordance with the project plans and details
dated November 18, 2015.
4396 GREENFIELD DRIVE
WINDSOR, COLORADO 80550
(970) 545-3908 FAX (970) 663-0282
www.earth-engineering.com
Earth Engineering Consultants,LLC
1730 South College Avenue—Califomia Plaza
EEC Project No. 1164044 �
May 26,2016
Page 2 -
We appreciate the opportunity to work with you on this project. If you have any questions
concerning this report, or if we can be of further service to you in any other way, please do not
hesitate to contact us.
Very truly yours,
Earth�n ineering Consultan�s,I,LC
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David A. Richer,P.E.
Seniar Geotechnical Engineer
Earth Engineering Consultants, LLC
Structural $teel Observation and NDT Summary
Project Name: California Plaza Client: Evergreen Industrial,LTD
1730 S. College Ave.,Fort Collins,Colorado Contractor: Evergreen Industrial,LTD
Project No.: 1164044 Date: May 20,2016
Submittal No.: 1
Date: Observations made on 5/11/2016.
Description: Observation of Deck Canopy Structural Framing. "
Notified: Evergreen Industrial,LTD-.Amber Rathert(arathert@evergreen-ind.com)
Observations: Visual observations of the structural framing located in the area of Deck 1, 2 and 3. Included
are welded lower horizontal HSS tube to HSS column connections, welded upper horizontal
HSS tube to HSS column connections and welded HSS kicker to lo.wer horizontal HSS tube
connections. Based on yisual observations, the work completed in the area .of the referericed.
Lines appeared to be in general accordance with the project plans and details dated 1.1/18/2015.
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Charles Klapproth,ICC Special Weldirig Irispector,#848702
' Expiies 3/15/2017 ,�,�.�; - .
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Tuly I1,2016 EAFtfH ENGINEERING
CONSULTANT�, LLC
Evergreen Industrial,LTD.
206 East 4`" Street, Suite 210
Loveland, Colorado 80537
Attn_ Ms. Heather Sheridan(hsheridan(a�ever�reen-ind.com)
Re: Construction Observation and Materials Testing Report—Submittal No. 2
Non-Destructive Testing(NDT) Services for California Plaza
1730 South College Avenue
Fort Collins,Colorado
EEC Project No. 1164�44
Ms. Sheridan: �
As requested, on June 8, 201�, �art13 Engineering Consultants, LLC (EEC) personnel provic�sd
construction observation an� testi�g services for the proposed improvements to the Califor�nia
Plaza facility located at 173� Sout� College Avenue in Fort Collins, Colorado. Thos� servi�;es
were provided on a part-time/on-�all basis and included non-destructive testing (NI�'T) se�-vi�es
of steel erection compo�er�ts as d�s�ribed herein for the referenced project. The resa�lts ���3ae .
observation and testimg s�rvic�e� ���r►pleted by EEC personnel during the refere�ced perio� are
included with this report.
Non-Destructa��'�"esri���fI"+11�'�)Services
As requested on June 8, 2�16, EE�'s in-house certified bolt and weld inspector cont��a�tes3 �sit�
visit to perform visual obse�a�i�ns o�the structural'framing located in the area of I)e�lc �, 2 �n�1
3. Included are the welded���e:�hvrizontal HSS tube to HSS column connections, th� rv��c�ed
upper horizontal HSS twbe t� �ISS �olumn connections, and the welded up��r horizon�l I�SS
tube to HSS tube connection�. B�s�� on visual observations, the work completed in t�e ar�� �f
the referenced Lines appea�erl �m fl�� in general accordance with the project pla�ns a�c� �le���is
dated November 18,2U15. '
4396 GREENFIELD DRIVE
WINDSOR, COLORADO 80550
(970) 545-3908 FAX (970) 663-0282
www.earth-engineering.com
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Evth Engineering Consultants,LLC
1730 South College Avenue—California Plaza
EEC Project No. I 164044
July 1 I,2016
Page 2
We appreciate the opportunity to work with you on this project. If you have any questions
concerning this report, or if we can be of further service to you in any other way, please do riot
hesitate to contact us.
Very truly yours,
Earth 1En �neering Consultants,LLC
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David A. Richer,P.E.
Senior Geotechnical Engineer
� Cc: Evergreen Industrial Mr. Gurt Brinker.(cbrinker cr,ever�neen-ind.com)
Mr. Zach Zigich(zzigich(ir�evergreen-ind.com)
Mr. Eric Larsen (elaisen cUevergreen-ind.com)
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Earth Engineering Consultants, LLC
Structural Steel Observation and NDT Summary
I�i Project Name: California Plaza Client: Evergreen Industrial,LTD.
1730 S.College Ave.,Fort Collins,Colorado Contractor: Evergreen Industrial,LTD
' Project No.: 1164044 Date: June 15,2016
Submittal I�To.: 2
Date: Observations made on 6/8/2016.
Description: Observation of Deck Ganopy Structural Framing.
Notified: Evergreen Industrial,LTD-Eric Larsen(elarsen@evergreen-ind.com)
Observations: Visual observations of the structural framing located in. tlie area of Deck 1, 2 and 3. Included
are .welded upper horizontal HSS tube to HSS column connections, welded uppeT horizontal
HSS tube to HSS column connections and welded upper horizontal HSS tube.to HSS tube
corinections. Based on visual observations, the work completed in the area of the referenced
Lines appeared to be in general accordance�vith the project plaris and details dated 11/18/2015. �
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Charles Klapproth,ICC Special elding Inspector,#848702 �,
Expires 3/15/2017 I
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