HomeMy WebLinkAboutB13-0552 B14-0032 Engineering Certificate of Compliance Client: Mr. Brian McAndrews
G R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, MI 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: April 9,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
1)GROUND attended a pre-con meeting for the steel erection with PSI,Zimkor and RA Nelson.
2)The special inspections were reviewed,scheduling of inspections, Etc.The start of erection was around the 27th of April and lasting up to 8
weeks.
Yes No
Outstanding Discrepancies Reported this Date? Q Q
No. of Pages Attached: 0
Field Representativh,�fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
G R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, MI 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: April 28,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
1)GROUND arrived on site and contacted Danny with R.A.Nelson and met with Matt with PSI. GROUND was informed the work for todays
inspection was not completed. A scheduled inspection was scheduled for later.
2)GROUND received and reviewed Welding Procedure Specification(WPS),Welder Qualification Test records(WQTR)and continuity logs
for PSI in accordance with AWS D1.1-10 clause 6 table 6.1.
3)The WPS and WQTR for welding deck(AWS D1.3)to roof supports have not been received.
Danny was informed of todays results and E-mailed a copy of this report.
Yes No
Outstanding Discrepancies Reported this Date? Q Q
No. of Pages Attached: 0
Field Representativh,�fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
D Client: Mr.John Potter, P.E.
E R v
Colorado West Healthcare System dba
Community Hospital
ENGINEERING CONSULTANTS 618 Rood Avenue
Grand Junction, CO 81501
Community Hospital - GJ
Structural Steel Cover Report
Date: April 30,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
As directed by Danny with R.A. Nelson,GROUND contacted Matt with PSI and inspected the following:
1)Inspected fillet welded connections on the main bedroom level area"B"of plate to HSS, HSS to double angle clip,angle clip to embeds,
deck angle to embeds,deck angle to beam and deck angle to HSS. The following below is of the inspection results;
A)Approved Engineer of Record(EOR)Shop details have been provided;however,at this time these documents have not been
approved by the Town of Vail(TOV). This will be added as discrepancy item#1.
B)4 locations of angle clip to embed at grid C-D/6 have been completed per RFI#72;however,at this time these documents have not
been approved by the TOV. This will be added as discrepancy item#2.
C)These connections have been found completed per shop details, RFI#72 and in general compliance with AWS D1.1-10 clause 6 table
6.1;however,these will remain non-compliant for the following reasons stated in above item A and B.
Matt was informed of these inspections.
Danny,Cory and Grant was informed of todays results and E-mailed a copy of this report with the current discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q Q
No. of Pages Attached: 07.... (.7(.07(.
Field Representativh,�fi eng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, MI 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: May 4,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
As directed by Cory with R.A. Nelson,GROUND inspected the following:
1)Inspected fillet welded connections at the recreation level in area"B"at grids E-G/5-6 of plate to HSS, HSS to double angle clip,angle
clip to embeds,deck angle to embeds,deck angle to HSS and fillet welded connections at the particle level at the main bedroom level area
"B"on grids F+7-4 1/8"/7+6-4 1/8"of angle clip to HSS,angle clip to anchored embed,HSS to main level HSS beam.The following below is
of the inspection results;
A)Approved Engineer of Record(EOR)Shop details have been provided;however,at this time these documents have not been
approved by the Town of Vail(TOV)as discrepancy item#1 states.
B)These connections have been found completed per shop details and in general compliance with AWS D1.1-10 clause 6 table 6.1;
however,these will remain non-compliant for the following reasons stated in above item A.
2)Inspected arc spot(puddle)welds of pour deck to supports and TEK screw placement at the side laps of the bedroom main level in area
"B"of grids F-C/6-8. These connections are found to be in compliance with project plans and in general compliance with AWS D1.3-08
clause 6. It is noted at grid E.2-E.5/6-7 is incomplete at this time of inspection.
3)Inspected A325 tension Control bolted connections of HSS beam to HSS column at grid F/5.5 of the recreation in area"B"and HSS
beam to HSS column at partial level main bedroom level grid E.3/7.6. These connections are found per project plans,fully tensioned and in
general compliance with Research Council of Structural Connections(RCSC).
4)Inspected anchor rod connections to the foundation for the HSS column below the recreation level at grid F/5.5 and found these
tightened per project plans.
5)Received and reviewed Procedure Specification Test Record(PQR),Welding Procedure Specification(WPS)and Welder Qualification
Test Record(WQTR)for ER Decking in accordance with AWS D1.3. Continuity logs are required due to the WQTR's being greater than 6
months old.
Matt was informed of these inspections.
Cory was present during todays inspections and E-mailed a copy of this report with the current discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q Q
No. of Pages Attached: 0
Field Representativh,�fi eng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: May 5,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
GROUND arrived on site and contacted Grant with R.A.Nelson. Matt with PSI was also contacted and GROUND inspected the following:
1)Inspected fillet welded connections at the recreation level in area"B"at grids E-G/4-5 and main bedroom level area"B"on grids E-G/
5-6 of plate to HSS, HSS to double angle clip,angle clip to embeds,deck angle to embeds.The following below is of the inspection results;
A)Approved Engineer of Record(EOR)Shop details have been provided;however,at this time these documents have not been
approved by the Town of Vail(TOV)as discrepancy item#1 states.
B)These connections have been found completed per shop details and in general compliance with AWS D1.1-10 clause 6 table 6.1;
however,these will remain non-compliant for the following reasons stated in above item A.
C)It is noted the bolted connections are in place;however,they have not been fully tensioned at this time.
Matt was informed of these inspections.
Grant,Cory and Danny were E-mailed a copy of this report with the current discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q Q
No. of Pages Attached: 0
Field Representativh,�fi eng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: May 7,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
GROUND arrived on site and contacted Danny with R.A.Nelson. Matt with PSI was also contacted and GROUND inspected the following:
1)Performed continuous monitoring of Partial Joint Penetration(PJP)and Flare Bevel groove welds of the fit-up,root pass and inter pass
from the main bedroom to master bedroom levels near grids D-E/6-7 in area"B". The inter passes were cleaned with a wire wheel and
chipping hammer. The welding parameters are with in PSI Welding procedure specification WPS 01. These connections are found in
compliance with project plans and AWS D1.1-10 clause 3,5&6.
2)Inspected fillet welded connections at the bedroom/recreation level in area"A"at grids B-D.1/1.1-4 of and bolted connections at the
recreation level area"A"on grids E-G/4-5 of beam to column and beam to beam.The following below is of the inspection results;
A)Approved Engineer of Record(EOR)Shop details have been provided;however,at this time these documents have not been
approved by the Town of Vail(TOV)as discrepancy item#1 states.
B)These connections have been found completed per shop details,in compliance with Research Council of Structural Connections
(RCSC)and in general compliance with AWS D1.1-10 clause 6 table 6.1; however,these will remain non-compliant for the following reasons
stated in above item A.
C)It is noted the bolted connections at grids B-D.1/1.1-4 have not all been installed or fully tensioned.
Matt was informed of these inspections.
Grant,Cory and Danny were E-mailed a copy of this report with the current discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q Q
No. of Pages Attached: 0
Field Representativh,�fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, MI 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: May 12,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
GROUND arrived on site and contacted Cory with R.A.Nelson. Matt with PSI was also contacted and GROUND inspected the following:
1)Inspected fillet,flare bevel and Partial Joint Penetration(PJP)groove welded connections at the master level framing on grids E-G/5-6,
C-F/6-8 and C-D/8+3'-9"of plate to HSS to embed,angle clip to HSS to embed,deck angle to embeds,beams to column cap plates and final
welding of PJP and flare bevel grove welds. It is found at grid E/5 on one side of angle clip to beam has not been completed,this will be add
as discrepancy item#3. Remaining connections are found in compliance with project plans and AWS D1.1-10 clause 6 table 6.1;however,
these connections are considered non-compliant until the shop details have been approved by the TOV as noted in discrepancy item#1.
2)Inspected high strength bolted connections of beam to beam and beam to column of the master level framing area"B"at grids C-G/
5-8.These connections have been found in compliance per shop details,found fully tensioned and in compliance with Research Council of
Structural Connections(RCSC); however,these connections are considered non-compliant until the shop details have been approved by the
TOV as noted in discrepancy item#1.
3)Inspected anchor rod nuts at the column base plates to the foundation of the main bedroom level area"B"grids C-F/6-8. These
connections are found tightened per project plans.
4)Inspected Arc Spot(puddle)welds of the composite deck to supports and TEK screw placement of the side laps of the rec/bedroom
level grids E-G/4-5 area"A"and main bedroom level grids E-G/5-6 area"B". It was found 2 welds and 5 TEK places are incomplete at the
main level framing grids E-G/5-6 and will be inspected on next visit. Remaining connections are found in compliance with project plans and in
general compliance with AWS D1.3-08 clause 6.
Matt was informed of these inspections.
Grant,Cory and Danny were E-mailed a copy of this report with the updated discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q Q
No. of Pages Attached: 0
Field Representativh,�fi eng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, MI 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: May 14,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
GROUND arrived on site and contacted Cory with R.A.Nelson. Matt with PSI was also contacted and GROUND inspected the following:
1)Inspected fillet welded connections on the bedroom level framing of area"A"grids D-H/1.1-4 of plate to HSS to embed,angle clip to
HSS to embed,deck angle to embeds,beams to column cap plates for two locations,C-channel clip to anchored embed and C-channel clip
to embed. It is found at grid G.8/4 angle clip to embed does not have the full vertical weld and no bottom(overhead)weld,this will be added
as discrepancy item#4 with picture#1 attached to the bottom of this page. Remaining connections are found in compliance with project
plans and AWS D1.1-10 clause 6 table 6.1; however,these connections are considered non-compliant until the shop details have been
approved by the TOV as noted in discrepancy item#1.
2)Inspected high strength bolted connections of beam to beam and beam to column of the bedroom level framing area"A"grids D-H/
1.1-4.These connections have been found in compliance per shop details,found fully tensioned,"Snug-tightened"and in compliance with
Research Council of Structural Connections(RCSC);however,these connections are considered non-compliant until the shop details have
been approved by the TOV as noted in discrepancy item#1.
3)Inspected Arc Spot(puddle)welds of the composite deck to supports and TEK screw placement of the side laps of the main/master
level grids E-G/5.6 area"B"and main bedroom level grids E-G/5-6 area"B"of the incomplete welds and TEK screw reported May 12,2015
and these connections are found in compliance with project plans and in general compliance with AWS D1.3-08 clause 6. It is noted the lower
infill at main/master level is not completed on this date.
Matt was informed of these inspections.
Cory was present during the inspections.
Grant,Cory and Danny were E-mailed a copy of this report with the updated discrepancy list
Picture1 (.0
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- ,nr :ky•
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Yes No
Outstanding Discrepancies Reported this Date? Q Q
No. of Pages Attached: 0
Field Representativh,�fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, MI 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: May 21,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
GROUND arrived on site and contacted Cory with R.A.Nelson. Matt with PSI was also contacted and GROUND inspected the following:
1)Inspected fillet welded connections on the main bedroom level framing of area"A"grids B-H/1.1-4 of plate to HSS to embed,angle clip
to HSS to embed,deck angle to embeds,beams to column cap plates for 4 locations, Plate to beam web.These connections are found in
compliance with project plans and AWS D1.1-10 clause 6 table 6.1;however,these connections are considered non-compliant until the shop
details have been approved by the TOV as noted in discrepancy item#1.
2)Inspected high strength bolted connections of beam to beam,beam to column and C-channel to shear clip of the main bedroom level
framing area"A"grids B-H/1.1-4.These connections have been found in compliance per shop details,found fully tensioned,"Snug-tightened"
and in compliance with Research Council of Structural Connections(RCSC); however,these connections are considered non-compliant until
the shop details have been approved by the TOV as noted in discrepancy item#1.
3)Inspected Arc Spot(puddle)welds of the composite deck to supports and TEK screw placement of the side laps of the rec/bedroom
level grids C.8-H/1-4 area"A". Found non-compliant arc spot welds, missing welds and missing TEK screws.These areas are marked with
orange spray paint and added as discrepancy item#5. Remaining connections are found in compliance with project plans and in general
compliance with AWS D1.3-08 clause 6.
4)Inspected the fit-up and root pass of moment welded Partial Penetration flare bevel groove weld of the main bedroom level at grid G/2
and found these to be in general compliance with AWS D1.1-10 clause 3,5 and 6.
5)Performed continuous inspection of moment Partial Penetration flare bevel groove weld of the main bedroom level at grid G/2. The
inter passes were cleaned with a wire wheel and chipping hammer. The Weld perameters are with in PSI Welding Procedure Specification.
These connections are found in compliance with AWS D1.1-10 clause 5 and 6.
6)Received and reviewed RFI#081 in regards to Outstanding Steel discrepancy item#4. This connection is found acceptable per RFI;
however,the item will remain open until copy of the TOV approval has been received.
Matt was informed of these inspections.
Grant,Cory and Danny were E-mailed a copy of this report with the updated discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q Q
No. of Pages Attached: 0
Field Representativei,,, sh,�fi eng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: May 26,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
GROUND arrived on site and contacted Cory with R.A.Nelson. Matt with PSI was also contacted and GROUND inspected the following:
1)Inspected Arc Spot(puddle)welds of the composite deck to supports and TEK screw placement of the side laps of the bedroom level
grids B-H/1-4 area"A". These connections are found in compliance with project plans and in general compliance with AWS D1.3-08 clause 6.
2)Inspected fillet welded connections of bent plate to bedroom level beam area"A"grids B-E/1,B/1-2 and E-H/1-1.8. These connections
are found in compliance with project plans and in general compliance with AWS D1.1-10.Clause 6 table 6.1.
3)Re-inspected Arc Spot(puddle)welds of the composite deck to supports and TEK screw placement of the side laps in regards to
Outstanding steel discrepancy item#5. These welds are found installed per project plans and in general compliance with AWS D1.3-08
clause 6. Discrepancy item#5 is closed on todays date.
Matt was informed of these inspections.
Grant,Cory and Danny were E-mailed a copy of this report with the updated discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q Q
No. of Pages Attached: 0
Field Representativh,�fi eng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: May 28,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
GROUND arrived on site and contacted Cory with R.A.Nelson. Matt with PSI was also contacted and GROUND inspected the following:
1)received and reviewed RFI#84,#83 and E-mail dated May 27,2015 for RFI#83 in regards to inspections performed and described in
below item#2. This will be added as discrepancy item#6 and#7 for pending approval from the TOV.
2)Inspected fillet welded connections on the master level framing of area"A"grids E-H/2-5 of plate to HSS to embed,angle clip to HSS to
embed,deck angle to embeds,beams to column cap plates, Plate to beam web,shim plate at top of column to bottom of beam and shear
plate to beam web. These connections are found in compliance with project plans and AWS D1.1-10 clause 6 table 6.1;however,these
connections are considered non-compliant until the shop details have been approved by the TOV as noted in discrepancy item#1.
3)Inspected high strength bolted connections of beam to beam, beam to column and C-channel to shear clip of the master level framing
area"A"grids E-H/2-5.These connections have been found in compliance per shop details,found fully tensioned,"Snug-tightened"and in
compliance with Research Council of Structural Connections(RCSC);however,these connections are considered non-compliant until the
shop details have been approved by the TOV as noted in discrepancy item#1.
Matt was informed of these inspections.
Grant,Cory and Danny were E-mailed a copy of this report with the updated discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q Q
No. of Pages Attached: 0
Field Representativh,�fi eng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: June 2,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
GROUND arrived on site and contacted Danny with R.A.Nelson. Matt with PSI was also contacted and GROUND inspected the following:
1)Performed continuous inspection of Complete Joint Penetration(CJP)groove welded connections of the main roof area"A"grid D/2
north and south beam for the fit-up,root pass, inter passes and final welding. Also,performed continuous inspection of Complete Joint
Penetration(CJP)groove welded connection of the master level grid D.5/4 area"A"for the HSS10x4x1/4"to column. These welds were
cleaned with a chipping hammer and wire wheel. The welding parameters are found in compliance with PSIs WPS-Q1. These connections
are found in compliance with project plans and in general compliance with AWS D1.1-10 clause 3,5 and 6.
2)Performed Ultrasonic testing(UT)of Partial Joint Penetration(PJP)flare bevel groove welded connections per RFI#76 of the main level
grid G/2 area"A"in accordance with AWS D1.1-10 clause 6 table 6.2. The depth of the weld is found to be in the range of.312"-.385". It is
noted due to shear clips and beam flange being present GROUND could only do a partial UT inspection,which is noted on the following page
with the lengths tested. The weld is found in compliance with AWS D1.1-10 clause 6 table 6.2 and depth meeting weld size.
3)Performed UT testing of CJP for the main roof in area"A"grid D/2 of W8x31 and W10x49. These connections are found in compliance
with AWS D1.1-10 clause 6 table 6.2.The follow page includes the test information. It is noted the 1/4"thick HSS CJP was not UT tested due
to AWS D1.1 clause 6 recognizes material with a thickness of 5/16"to 8".
4)Inspected fillet welded connections of HSS brace frame to gusset plate for two locations and HSS to columns from the main level to
master level area"A"grids E/4.7,G-H/4 and H/3-4. These connections are found in compliance with project plans and AWS D1.1 clause 6
table 6.1.
Matt was informed of these inspections.
Grant,Cory and Danny were E-mailed a copy of this report with the current discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q O
No. of Pages Attached: 1
Field Representativh,u3fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Ultrasonic Examination Report
Date: June 2,2015 Job Number: 14-6612
Location: Site
Weld Identification: PJP,CJP Machine: USN5OL#00CD23
Material Thickness: 1/2"HSS, .556"WF, .436"WF Transducer: Krautkramer Benchmark#00VBN9
Weld Joint AWS: BTC-P10,BU-4a Couplant: Ultra Gel II
Code/Spec.Tested to: AWS D1.1-10 Table 6.2 Frequency: 2.25MHZ
Decibels Defect
Distance
io
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a
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Part#or Defect g a 0, n E E Discontinuity
Location Number H ° o tY < o < o ui w Evaluation Comments
G/2 W18x40 N/A 70 I/II N/A 49 N/A N/A N/A N/A N/A N/A N/A N/A East 14.5"tested
G/2 W18x40 N/A 70 I/II N/A 49 N/A N/A N/A N/A N/A N/A N/A N/A West 18.5"tested
G/2 W10x45 N/A 70 I/I I N/A 49 N/A N/A N/A N/A N/A N/A N/A N/A East top 3"tested
G/2 W10x45 N/A 70 I/II N/A 49 N/A N/A N/A N/A N/A N/A N/A N/A West bottom 3"tested
D/2 W10x49 N/A 70 I/II N/A 49 N/A N/A N/A N/A N/A N/A N/A N/A South
D/2 W8x31 N/A 70 I/II N/A 49 N/A N/A N/A N/A N/A N/A N/A N/A North
Notes:
1)Use Node I or II
2)To attain"Rating d": (a)with instruments with Gain Control. Use the formula:a-b-c=d,
(b)with instruments with Attentuation Control. Use formula: b-a-c=d
(c)A+or-sign must accompany the"d"figure unless"d"is equal to zero
3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference
line. Unless this figure is zero,a+or-sign must accompany it.
4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This
figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity.
5)Make separate report following repairs.
Testing by: Josh Bash
Englewood, Commerce City .vel. ., ra :l ' ypsu ,, G and unction, Casper
Reviewed by Austin Nicodemus Level II /
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, MI 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: June 9,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
GROUND arrived on site and contacted Cory with R.A.Nelson. Matt with PSI was also contacted and GROUND inspected the following:
1)Performed continuous inspection of Partial Joint Penetration(PJP)groove welded connections of the bedroom level to master in area
"B"grid D-E/6-7 for the fit-up and root pass. These welds were cleaned with a chipping hammer and wire wheel. The welding parameters
are found in compliance with PSIs WPS-Q1. These connections are found in compliance with project plans and in general compliance with
AWS D1.1-10 clause 3,5 and 6.
2)Inspected arc spot(puddle)welds of the composite pour deck to supports and TEK screw placement for the master level area"A"grids
E-H/1.7-5 and main roof area"A"grids B-H/3-4,E-H/4-5. It was found there are numerous locations missing TEK screws and non-compliant
welds for main roof master grids B-E/1.8-4 and this will be added as discrepancy item#8. Remaining areas are found in compliance with
project plans and in general compliance with AWS D1.3-08 clause 6.
3)Inspected fillet welded connections and bolted connections for the main master level framing on grids B-H/1.8-4 and E-H/4-5.After
tension control bolts were tightened and piping porosity was fixed at one location,these connections are found in compliance with project
plans, RFI#87 and AWS D1.1 clause 6 table 6.1. Discrepancy item#9 will be added for pending TOV approval for RFI#87.
4)Inspected anchor rod tightness of the column base plate to foundation for area"A"grids B/2-4 and found three column have had the
holes torched. This is non-compliant per plans and will be added as discrepancy item#10.These connections are found tightened per plans.
5)Inspected arc spot(puddle)welds of the bedroom level area"B"grids F-G/5.7-6 that was noted incomplete on report dated May 14,
2015. These connections are found in compliance with project plans and in general compliance with AWS D1.3-08 clause 6.
6)it is noted the bent plate for main master roof area"A"has not been installed on this date.
Matt was informed of these inspections.
Cory and Danny was informed of these inspections.
Grant,Cory and Danny were E-mailed a copy of this report with the updated discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q O
No. of Pages Attached: 0 -
Z(°7L
Field Representativh,u3fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, MI 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: June 22,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
GROUND arrived on site and contacted Cory with R.A.Nelson. Matt with PSI was also contacted and GROUND inspected the following:
1)Performed Ultrasonic testing(UT)of Partial Joint Penetration(PJP)flare bevel groove welded connections per RFI#76 of the main roof
level area"B"grids D/8 and D/7 in accordance with AWS D1.1-10 clause 6 table 6.2. The depth of the weld is found to be in the range of.
315-375". The weld is found in compliance with AWS D1.1-10 clause 6 table 6.2 and depth meeting weld size per project plans and RFI#76.
2)Inspected fillet and flare bevel welded,bolted connections and arc spot(puddle)welds of the master level framing area"B"on grids D-G/
6-8 and C-D/6-7. It is found the deck is not completed and these were marked with orange spray paint. Remaining connections are found in
compliance with project plans,Research Council of Structural Connections(RCSC)and AWS D1.1-10 clause 6 table 6.1.
3)Inspected fillet and flare bevel welded,bolted connections and arc spot(puddle)welds of the lower and upper framing area"B"on grids
F-D/7-8, E-G/5-6 and C-D/7-8. It is found the deck is not completed and these were marked with orange spray paint. Remaining connections
are found in compliance with project plans, Research Council of Structural Connections(RCSC)and AWS D1.1-10 clause 6 table 6.1.
4)It is noted the main level framing area"B"of the deck has not had the TEK screws placed and will be inspected on the next visit.
5)Inspected Bent plate to roof framing in area"A"and found these connections to be in compliance with project plans and in general
compliance with AWS D1.1-10 clause 6 table 6.1.
6)Reinspected welded connection of angle clip to main level farming beam in regards to Outstanding steel discrepancy item#3. This
connection has been completed per project plans and in general compliance with AWS D1.1-10 clause 6 table 6.1.This item is closed on this
date.
Matt was informed of these inspections.
Cory was informed of these inspections.
Grant,Cory and Danny were E-mailed a copy of this report with the updated discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q O
No. of Pages Attached: 1
Field Representativh,u3fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
G R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Ultrasonic Examination Report
Date: June 22,2015 Job Number: 14-6612
Location: Site
Weld Identification: PJP Machine: USN5OL#00CD23
Material Thickness: 1/2"HSS, Transducer: Krautkramer Benchmark#00VBN9
Weld Joint AWS: BTC-P10 Couplant: Ultra Gel II
Code/Spec.Tested to: AWS D1.1-10 Table 6.2 Frequency: 2.25MHZ
Decibels Defect
Distance
m
a
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0
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N O 0 -
C > Cirt
Q N ac-7)a) c E
N6 Q O
U
Cl) s m ii X >
Part#or Defect c - a)i E E
c n Discontinuity
Location Number H o o o < o < Cl) u_ ii Evaluation Comments
HSS 10x6x1/2" N/A 70 I/II N/A 51 N/A N/A N/A N/A N/A N/A N/A N/A North both sides
HSS 10x6x1/2" N/A 70 I/II N/A 51 N/A N/A N/A N/A N/A N/A N/A N/A South both sides
Notes:
1)Use Node I or II
2)To attain"Rating d": (a)with instruments with Gain Control. Use the formula:a-b-c=d,
(b)with instruments with Attentuation Control. Use formula: b-a-c=d
(c)A+or-sign must accompany the"d"figure unless"d"is equal to zero
3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference
line. Unless this figure is zero,a+or-sign must accompany it.
4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This
figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity.
5)Make separate report following repairs.
Testing by: Josh Bash
ReviewedEbv Austin N'c emus LeveUl
g ewood, ommerce i ove/:nd, Gr „,:y 4., w, trend Junction, Casper
Client: Mr. Brian McAndrews
G R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: July 16,2015 Location: Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
1)GROUND received and reviewed Town Of Vail approved stamped Structural details.Discrepancy item#1 will be closed on this date for
the approval of the structural details and inspections were based off these forms.
2)The remaining items will remain open since the TOV approved plans due not reference RFI or show there finished fix.
Grant,Cory and Danny were E-mailed a copy of this report with the updated discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q O
No. of Pages Attached: 0
Field RepresentativeimyKhru3fiskieng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: July 17,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
1)GROUND arrived onsite and contacted Grant with RA Nelson to follow up on Outstanding Steel Discrepancy list.
2)As discussed,GROUND is requiring further clarification in regards to the steel RFI's before the items can be closed. It is noted the OD
items have been done per the approved RFI from Martin/Martin;however,as previously discussed the documents or a letter is needed to be
provided with the approval form the Town of Vail,as they have requested from GROUND Engineering before signing off changes to the
structural plans. The structural plans that have been received approved by the TOV dated May 20,2015 do not reflect these changes in
regards to the OD items.
Grant,Cory and Danny were E-mailed a copy of this report with the current discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q O
No. of Pages Attached: 0
Field RepresentativeimyKhru3fiskieng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, MI 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: August 6,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
GROUND contacted Matt with PSI and inspected the following:
1)Inspected fillet welded connections,high strength bolted connections and arc spot(puddle)welds for the mechanical chase for area"B"
grids A-C/6-7 from the main level to roof. It is noted the brace frames of the master level and top of columns at the roof have not been
completed and PSI was informed of these connections. The remaining connections are found in compliance with project plans,in general
compliance with AWS D1.1-10 clause 6 table 6.1,fully tensioned bolts,in compliance with Research Council of Structural Connections
(RCSC)and in general compliance with AWS D1.3-08 clause 6.
2)Inspected fillet welded connections,high strength bolted connections and puddle welds for framing on grids A-E/8 main level. The
connections are found in compliance with project plans,in general compliance with AWS D1.1-10 clause 6 table 6.1,fully tensioned bolts, in
compliance with Research Council of Structural Connections(RCSC)and in general compliance with AWS D1.3-08 clause 6.
3)Inspected replaced landing for area"A"master level grid E/4. The welded connections are found in compliance per project plans and in
general compliance with AWS D1.1-10 clause 6 table 6.1
Grant,Cory and Danny were E-mailed a copy of this report with the current discrepancy list
Yes No
Outstanding Discrepancies Reported this Date? Q O
No. of Pages Attached: 0
Field RepresentativeimyKhru3fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: October 27,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
As directed by Danny with R.A. Nelson,GROUND inspected the following:
1)Inspected fillet welded connections of deck ledger angle to HSS,angle clips to anchored embed,angle clip to HSS and HSS to clip for
the hot tube framing in afea"B". The following below is of the following:
A)The return welds for the clip to anchored embed was fully welded and not per plans of a 3/4"top return. This is added as discrepancy
item#12. Picture#1 attached to the bottom of this page.
B)A couple areas had the over head weld and washer plates not completed per plans. This will be reinspected on next scheduled visit.
C)Remaining areas are found in compliance with project plans,in general compliance with AWS D1.3-08 clause 6 and AWS D1.1-10
clause 6 table 6.1.
Ever with PSI was present during the inspections.
Danny was informed of these inspections.
Grant,Cory with R.A.Nelson and Danny were E-mailed a copy of this report with the updated discrepancy list.
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- rn on top
1111
Ale
1*
Yes No
Outstanding Discrepancies Reported this Date? Q O
No. of Pages Attached: 0 -
Z(°7L
Field Representativh,�fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: October 29,2015 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
As directed by Danny with R.A. Nelson,GROUND inspected the following:
1)Inspected welded connections of clip to HSS,washer plates to anchored plate,angle clips to anchored plates and arc spot(puddle)
welds of deck to supports and TEK screw placement for the deck side laps for the Hot tub framing in area"B". The following below is of the
inspections:
A)It was found at numerous areas of the welds not having the slag removed from the weld. Picture#1 attached to the second page of
this report. This is added as discrepancy item#12.
B)It was found at one location of the over head weld was missing for the clip to HSS. Location is along GL 6 2nd HSS from the stairs.
This area was marked and picture#2 attached to the second page of this report. This is added as discrepancy item#14.
C)The deck was found welded per project plans and in general compliance with AWS D1.3-08 clause 6.
2)The return welds have not been corrected. This is been added as discrepancy item#12 in report dated October 27,2015.
Danny was informed of todays inspections and E-mailed a copy of todays report with the updated discrepancy list.
Yes No
Outstanding Discrepancies Reported this Date? Q O
No. of Pages Attached: 1
Field Representativei,,, sh,�PAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian C ndrews
G RD1.1!.ID
Trademarkk Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Comments
Date: October 29,2015 Location: Site Job Number: 14-6612
Additional Comments or Photos:
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www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
G R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: January 21,2016 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
1)GROUND received Town of Vail stamped Copies of detail S/102,S/103,S/104 and 5/105 in regards to locations of RFIs related to the
steel construction.
2)GROUND Arrived on site and talked with Cory with R.A.Nelson. The following was discussed:
A)The RFIs have been approved by the Town of Vail and received by R.A.Nelson. Discrepancy item#2,4,6,7,9, 10 and 11 are closed
on todays date.
B)Discrepancy item#12 has a RFI that has been submitted and pending acceptance.
C)PSI has work that still needs to be completed.While PSI is on site discrepancy item#13 and#14 would be corrected as informed.
Cory and Danny was E-mailed a copy of this report and updated discrepancy list.
Yes No
Outstanding Discrepancies Reported this Date? Q O
No. of Pages Attached: 0
Field Representativh,�fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Grant Smith
IiRDUND RA PO NBox elson
5400
Avon, CO 81620
ENGINEERING
463-473 Beaver Dam Rd -Water Feature Steel Inspections
Structural Steel Cover Report
Date: February 10,2016 Location: Mark Conley Fab Shop Job Number: 16-6504
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
1)GROUND arrived at Mark Conley Fabrication shop. The weld details were reviewed for the shop and field weld splices for the already
fabricated steel sections. As informed,the splices that have been welded have not been Dye Penetrant tested. They would not be ready for
a final visual by 3rd party until the following week.
2)GROUND received and reviewed Welding Procedure Specification(WPS),Welder Qualification Test Record(WQTR)and Continuity
logs for Mark. These are found in compliance with AWS D1.1.
Danny and Cory with RA Nelson was E-mailed a copy of this report.
Yes No
Outstanding Discrepancies Reported this Date? 0 0
No. of Pages Attached: 0
Field Representative; s��fieng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
Client: Mr. Brian McAndrews
G R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: February 10,2016 Location: Mark Conley Fab Shop Job Number: 16-6504
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
1)GROUND arrived at Mark Conley Fabrication shop. The weld details were reviewed for the shop and field weld splices for the already
fabricated steel sections. As informed,the splices that have been welded have not been Dye Penetrant tested. They would not be ready for
a final visual by 3rd party until the following week.
2)GROUND received and reviewed Welding Procedure Specification(WPS),Welder Qualification Test Record(WQTR)and Continuity
logs for Mark. These are found in compliance with AWS D1.1.
Danny and Cory with RA Nelson was E-mailed a copy of this report.
Yes No
Outstanding Discrepancies Reported this Date? Q O
No. of Pages Attached: 0
Field Representativh,�fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Grant Smith
IiRDUND RA PO NBox elson
5400
Avon, CO 81620
ENGINEERING
463-473 Beaver Dam Rd -Water Feature Steel Inspections
Structural Steel Cover Report
Date: April 5,2016 Location: Site Job Number: 16-6504
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
As directed by Danny with RA Nelson,GROUND inspected the following:
1)Performed Dye Penetrant Test(PT)for field and shop spliced welded connections for the water feature in the backyard lower area. Not
all the welds were tested on todays date due to the findings of pin holes in 2 field welds and 3 shop welds which is not in compliance ASTM
El 65,AWS D1.1-10 clause 6 table 6.1 and per verbal from RA Nelson of"water tight". Mark with Conley welding is going to fix the splices
tested and with any other that fail and the future testing will be rescheduled. Pictures are attached to the following page.
Danny and Grant was informed of this inspection.
Danny,Grant and Cory was E-mailed a copy of this report.
Yes No 7.... 7(../(07(..
Outstanding Discrepancies Reported this Date? Q Q
No. of Pages Attached: 1
Field Representative; s�wfisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
Client: Grant Smith
RDUND RA Nelson
PO Box 5400
Avon, CO 81620
ENGINEERING
463-473 Beaver Dam Rd - Water Feature Steel Inspections
Comments
Date: April 5,2016 Location: Site Job Number: 16-6504
Additional Comments or Photos: Back yard lower area
Field wq-Ids tested .1ALrYP,i.FuyyjAIN of-LuwLk ARRA
( Shop welds tested
- . . L l
. . - M°1e2=1117_
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-
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Now
. - = . ifir .,.:._ :_
Englewood, Commerce City, Loveland, Granby, Gypsum
Client: Mr. Brian McAndrews
G R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: April 5,2016 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
1)GROUND reinspected outstanding steel discrepancies#13 and#14.The slag on the welds have not been removed to inspect the welds
and the missing over head weld was not complete. Danny was informed of this.
2)GROUND received and reviewed RFI#137 in regards to discrepancy item#12. The return weld is found accepted for the full length.
This OD is closed on todays date.
Danny and grant was informed of todays inspections and E-mailed a copy of this report with the updated discrepancy list.
Yes No 7(07L
Outstanding Discrepancies Reported this Date? Q O
No. of Pages Attached: 0
Field Representativh,�fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
G R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: May 5,2016 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
As directed by Grant with RA Nelson,
1)Performed Dye Penetrant Examination(PT)on water feature welds.These welds were found to be in general compliance with AWS
D1.1 clause 6 and table 6.1.
Grant with RA Nelson was informed of these results and emailed a copy of this report.
Yes No
Outstanding Discrepancies Reported this Date? Q
No. of Pages Attached: 0
Field Representativ ,,, , pr ,m
Englewood, Commerce City, Loveland, Granby, Gypsum, Gr.nd Junct a•O 1
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: August 25,2016 Location: Site Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
1)GROUND arrived on site and contacted Cory with R.A. Nelson to follow up on outstanding steel discrepancies. The following below is
of the inspection results:
A)Reinspected welded connections in regards to discrepancy item#13 and found the slag was removed. These welds are in
compliance with project plans and in general compliance with AWS D1.1-10 clause 6 table 6.1. This item is close on todays date.
B)Reinspected missing welded connection in regards to outstanding steel discrepancy item#14 and found it has not been completed.
The Structural Engineer was on site and verbally this is found acceptable;however,the documentation is pending. This item remains open.
Danny and Cory were informed of todays inspections and E-mailed a copy of this report with the updated discrepancy list.
Yes No /�i
Outstanding Discrepancies Reported this Date? Q 0 �
VL
No. of Pages Attached: 0
Field Representativeo;,,, ss,u3fisAeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian C ndrews
G RD1.1!.ID
Trademarkk Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Structural Steel Cover Report
Date: September 7,2016 Location: OD list review Job Number: 14-6612
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
1)Ground received and reviewed RFI#159 in regards to outstanding steel discrepancy item#14. The connection is found acceptable and
this discrepancy is closed on todays date per RFI received.
Cory and Danny with R.A. Nelson was E-mailed a copy of this report with the updated discrepancy list.
Yes No
Outstanding Discrepancies Reported this Date? Q O
No. of Pages Attached: 0
Field Representative;,,, n,-Bfi eng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Field/Fab. Shop? Field Job Name: 463 beaver Dam Rd
Fabrication Shop: Job Number: 14-6612
General Contractor: R.A. Nelson
Outstanding Structural Steel Discrepancy Log
Date Item CWI _ Per Plan/
Reported Number initials Description of Discrepancy Resolved Per RFI
Approved Engineer of Record(EOR)Shop details have been provided; Per Approved
4/30/15 1 JB however,the documents have not been approved by the Town of Vail(TOV) 7/16/15 structural
drawings
4 locations of angle clip to embed at grid C-D/6 on the main bedroom level area Per plan and
4/30/15 2 JB "B"have been completed per RFI#72;however,the document has not been 1/21/16 Approved
approved by the TOV. TOV RFI
found at grid E/5 at the master level framing area"B"on one side of angle clip Per plans
5/12/15 3 JB to beam has not been completed 6/22/15
Bedroom level area"A"grid G.8/4 angle clip to embed does not have the full Per plan and
5/14/15 4 JB vertical weld and no bottom(overhead)weld. (RFI#81, pending TOV approval) 1/21/16 Approved
TOV RFI
rec/bedroom level grids C.8-H/1-4 area"A". Found non-compliant arc spot Per plan&
5/21/15 5 JB welds, missing welds and missing TEK screws 5/26/15 AWS D1.3
Master level RFI#83 and E-mail dated 5/27/15 pending TOV approval Per plan and
5/28/15 6 JB 1/21/16 Approved
TOV RFI
Master level RFI#84 pending TOV approval Per plan and
5/28/15 7 JB 1/21/16 Approved
TOV RFI
numerous locations missing TEK screws and non-compliant welds for main roof Per plan
6/9/15 8 JB master grids B-E/1.8-4 area"A" 6/15/15
Main master roof level area"A"RFI#87 pending TOV approval Per plan and
6/9/15 9 JB 1/21/16 Approved
TOV RFI
column base plate to foundation for area"A"grids B/2-4 found three columns Per plan and
6/9/15 10 JB have had the holes torched in the base plate. This is non-compliant per plans 1/21/16 Approved
(received RFI#92 for two columns-pending third column approval,6/15/15) TOV RFI
RFI numbers 79,91,92 and 93 pending TOV approval. Per plan and
6/15/15 11 JB 1/21/16 Approved
TOV RFI
The return welds for the clip to anchored embed was fully welded and not per Per RFI#137
10/27/15 12 JB plans of a 3/4"top return of the hot tube framing in area"B". 4/5/16
Reviewed item with R.A. Nelson 1/21/16
It is the responsibility of the contractor to schedule our office to perform retesting once the necessary corrective
action has been made or provide our office with documentation that resolves the discrepancy.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
G R v D
TradeemarkkConstruction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, MI 48009
463/473 Beaver Dam Road
Field/Fab. Shop? Field Job Name: 463 beaver Dam Rd
Fabrication Shop: Job Number: 14-6612
General Contractor: R.A. Nelson
Outstanding Structural Steel Discrepancy Log
Date Item CWI _ Per Plan/
Reported Number initials Description of Discrepancy Resolved Per RFI
numerous areas of the welds not having the slag removed from the weld on the Per AWS
10/29/15 13 JB hot tube framing area"B". 8/25/16
Reviewed item with R.A. Nelson 1/21/16,4/5/16 JB
one location of the over head weld was missing for the clip to HSS. Location is Per RFI#159
10/29/15 14 JB along GL 6 2nd HSS from the stairs for the hot tub framing area"B". 9/7/16
Reviewed item with R.A.Nelson 1/21/16,4/5/16 JB
Reinspected and still not complete. 8/25/16 JB
It is the responsibility of the contractor to schedule our office to perform retesting once the necessary corrective
action has been made or provide our office with documentation that resolves the discrepancy.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: December 4,2014 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
r 41
.. V* Aiii**1
% Ag--, gilt-PPP- IIWN61 -
1 '1100%e 4**N- . .
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..,,... .,,,. ..
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az.
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L
.r • 'r cL 91 Li SI , .i ;' i t 6l 6 8 C 9 S 4 £ [ l 'i
3-. ;k
Yes No
Discrepancies Reported this Date? C Q
No. of Pages Attached:
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: December 4,2014 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep.Notified: Sergio
Documents Used: Plans,Shop Drawings
Structure Type: Column Anchor Rods
Placement Location: Recreation Area A at gridlines G.412.0, E.0/2.0, B.612.0,E.0/4.7
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length: 1
Dowels to Adjacent Structure;wall,slab or other: II 1
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: I II 1
Anchor Bolts;Number of,diameter,embed length: �/ 1
Description of Non-Conformance Items:
Additional Comments/Clarification:
Dimensions and number of anchor rods,template plates,and nuts were inspected. One template plate was missing and will be made from
wood at a later date to match the one inspected to be installed at either G.412.0 or E.012.0. Final locations and elevations will be established
by RMS Concrete and RA Nelson during concrete placement.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: December 15,2014 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
's
y
,' s
I. 1 - N I .
s. r=ice -
•
l r _• . 1 .
tN ..
t Al • .r--. a ..---
re
,
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_ F:: -4--
3 5 1C.
:' Y r - -.- P'! , - ry
Yes No
Discrepancies Reported this Date? O O
No. of Pages Attached:
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: December 15,2014 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop Drawings
Structure Type: Column Anchor Rods
Placement Location: Raft Mat level,gridline F.015.6
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length: 1
Dowels to Adjacent Structure;wall,slab or other: II 1
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: I II 1
Anchor Bolts;Number of,diameter,embed length: �/ 1
Description of Non-Conformance Items:
Additional Comments/Clarification:
Dimensions and number of anchor rods,template plate,and nuts were inspected. Template was made of wood with an overall larger size
than required for the base plate,but anchor rod layout geometry was correct and embedment was adequate as measured from the bottom of
the template. Final locations and elevations will be established by RMS Concrete and RA Nelson during concrete placement.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: January 20,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
pi.
.7.,„,.,::?4.
I Za.*j 'af"..ift"r ft.*--- • " 4.41:::: .
I 1
• SIC ii, ��'
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i tl.i:iii 112
1•
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Yes
Discrepancies Reported this Date? C O
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: January 20,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop Drawings
Structure Type: Foundation wall beam embeds
Placement Location: Bedroom(A)Rec(B)Level,GL B.0-H.0/1.3, H.0/1.3-3.9
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other:
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails:
Anchor Bolts;Number of,diameter,embed length:
Description of Non-Conformance Items:
Additional Comments/Clarification:
Embed elevations were verified based on reference lines set at elevations determined by RMS Concrete.
Reinforcing steel other than embeds inspected by others.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: January 21,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
6
J il • --
• 'Alt ' --041.11Prr- i '
, .' 0. . - .1. . ‘,/—
i ‘ 1
moi' .r
•
li / 1 1 - . • .
1.1 // - i . N44
NII
F
_, -ter
I
i
., i -- ' —
Yes No
Discrepancies Reported this Date? C Q
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: January 21,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop Drawings
Structure Type: Foundation wall embeds
Placement Location: Bedroom(A)Rec(B)Level,GL B.0/1.3-3.9
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other:
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails:
Anchor Bolts;Number of,diameter,embed length:
Description of Non-Conformance Items:
Additional Comments/Clarification:
Embed elevations were verified based on reference lines set at elevations determined by RMS Concrete.
Reinforcing steel other than embeds inspected by others.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: February 5,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
/ I -SIE► ;'ti {
L I, - ,moi 2 % . ..
•
/11/i , , ..1 t .
. .. -,____,,, .
, 1 ;�
r ,Ll'
'ILL— ._._\\\,Ilk
Hllik ifI
•., i:t.. , c: ,'4,41-w- - ., , ..• .
:Y`r j' f
-- . ..-•-1".:''-.•,
s\ '1.:4'''''.:'I' '
•
i
, 1
1mow" P. .
C
i.
1
Yes No
Discrepancies Reported this Date? C O
No. of Pages Attached: 2
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Comments
Date: February 5,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: Danny Aldaz
Additional Comments or Photos:
t r1 i
i
1i .,
AIT i i .1
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-- .... .-- - ,mow
4
10. i
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. ,,
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....
,...
..... a
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iii.A1 .i . i, ' / r I:
NO
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: February 5,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop Drawings
Structure Type: Embed plates and angles,column anchor bolts
Placement Location: 8.0/3.9-4.0, B.0-E.0/4.0, E.0/4.0-5.0, H.0/3.9-4.0, H.0-G.0/4,G.0/4.0-5.0 on Shops AB2,AB6; E.9-H.0/1.0,
H.0/1.0-4.0,G.0-H.0/4.0 on Shops AB3,AB7
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other: II 1
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: I 1 I
Anchor Bolts;Number of,diameter,embed length: �/ 1
Description of Non-Conformance Items:
Embed plate type 1003C at approximately B.8/4.0 was found to be inverted from the plan orientation at initial inspection. We returned the
following day and confirmed it to be corrected,conforming with specifications,and also inspected anchor bolts not set the previous day.
Additional Comments/Clarification:
Elevations were verified based on reference lines set by contractor,where accessible. Lack of access to embeds prevented elevation
verification at H.0/3.9-4.0, H.0-G.0/4.0 on Shops AB6, including any inspection of beam pocket anchor bolts inaccessible in this area.
Reinforcing steel other than embeds inspected by others.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: February 19,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: Grant Smith
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
•J
'Tiv ..- ,i ,...
? i
1f //
k _
r '
IF
;l - __
#r...
'![ � '"� , -. 7 -•
'k i j Ala 06., \..
7 r
I .
f.
_
.... Ill
. i.
Yes No
Discrepancies Reported this Date? C Q
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: February 19,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Grant Smith
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop Drawings
Structure Type: Embed plates and angles,column anchor bolts
Placement Location: Shop page AB6: E.0-G.015.0,G.0/5.0-6.0;shop page AB7: E.0/5.0-6.0,C.0-E.0/6.0,C.0/6.0-8.0,C.0-F.0/8.0
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other:
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails:
Anchor Bolts;Number of,diameter,embed length:
Description of Non-Conformance Items:
Additional Comments/Clarification:
Reinforcing steel inspected by others. Elevation verification based on string lines set by contractor,where accessible. Lack of access to
embeds prevented verification at E.0/5.0-6.0 on Shop AB6 and E.0-F.018.0 on Shop AB7.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: February 20,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
•V '1114aW ,' I :n
I ee✓'-___ .
..\
�i:+ +'.' L .4�Y 1. �E�� Sir¢ • ow,,_ , . _ - if 1{ �'` �.
` _ I I:~ - rte : I "�
i tiN
r z
\ 1�- tr ----
-; \ N-I'1�
!�Win, y \ '�-
li
,' �r44 'fir i l ''
' k i ' . i 41/ t
— ii ,, 1 1
P. -
i• : 1:1'•' • ll� s 1
s
. i \y
•
ti r ]_
.. - r •i'
EIP
. ,
,,,
Yes wV
Discrepancies Reported this Date? C Q
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: February 20,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop Drawings
Structure Type: Embed plates and angles,column anchor bolts
Placement Location: Shop page AB3:C.0-D.016.0,C.0/6.0-8.0,C.0-E.018.0;AB4: E.318.0;AB6:G.0/5.0-5.5;AB8: D.9-E.9/8.0
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other: II 1
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: I 1 I
Anchor Bolts;Number of,diameter,embed length: �/ 1
Description of Non-Conformance Items:
Anchor bolt configuration at C.0/7.0 on AB3 was initially incorrect. Anchor bolt location at D.8/8.0 on AB3 was initially incorrect. Embed plate
type 1004K at D.9/8.0 elevation was initially 1"high. All discrepancies were brought to the attention of Sergio with RMS Concrete and were
corrected.
Additional Comments/Clarification:
Reinforcing steel inspected by others. Elevation verification based on string lines set by contractor.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: March 2,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
\\\ ' \ ,1.': : ..._ .-_- i :_ . __ . -:_±.-: .or; ...11.,140/1-1.-41 . r:Li''.1.1'i:71--_--":1_III! :,::: ,.' , ',44.1-7:'011,737
i1 - '
! _-- y, a -1-'
'',, i l ,., _ -- ---
4. iig - t ' �^" 'moi i' I
_f 1i, i P„r ' I I 1 I i 1 I I i t 1 i i. _�__a i -, 't ;
;4 f(j T I J I i I�i i. 1 l t-ti_L l_LI;LL_ • I!' ,v/` ....-..r
� I I ;J i I ; I '. 1111 i i 4 r• ."
�`` -- lir .�
,..,...;;A,., . ,.,
,rirr r --
v ,- 4-..--aftwirmr- - ' 0 V r•dil'...ria
r ,f;. - - !l, _ °•� Ii mow,_
i r 41
r' f # f— , --
1.,,, 1----i,-- , _. , ;__bc:\
- •
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____.4.L.,
...___..-- A------ -
I '-irj---.,--- -,).-_, -, Pan t ......_
_ , ____ _
Yes No
Discrepancies Reported this Date? O O
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: March 2,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop drawings
Structure Type: Embed plates
Placement Location: Shop page AB7: E.0-G.015.0(N.side),F.0/6.0-8.0(verified embeds are in place,but unable to measure
placement due to inaccessibility)
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other:
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails:
Anchor Bolts;Number of,diameter,embed length:
Description of Non-Conformance Items:
Additional Comments/Clarification:
Rebar inspected by others.
Elevation verification based on string lines set by contractor.
We were unable to measure spacing,elevations,etc.of embeds @ F.0/6.0-8.0 on AB7 due to accessibility issues, but visually verified the
plates to be in place.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: March 3,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
f '1'-: . ' ! , . f
ATE A,
\ 4,.'
't i , ;.cy,,, mos
11)(6 If• _,____,,
vit .�..� 15
r '.fk. ' .,,,,.� �� ifs ..� _ lila 6 6 /
s i
J . I
. .,.. ,-— '
mg
.r ,„1
. , pi
-�- _3 li I l i �;1 ilill'i;�0 .,li ir , . , ,
,, .
- 4F
A...-
,i,
______, i• . •
.' E I riAl - ,
ilii3O ,11 ..!,,,!i —4.-- -'-
.. .
,L.,, ,
,4.74 ia. , ,,,,,,, .ii:
A
Yep
Discrepancies Reported this Date? O
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: March 3,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shops,Email from Kevin Haas dated 3/3/15 regarding 1003P embed @ E.1/5.0(N.side)
Structure Type: Embed plates
Placement Location: Shop page AB8: E.0-G.015.0(N.side),F.0/6.0-8.0(verified embeds are in place,but unable to measure
placement due to inaccessibility)
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other: II 1
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: I 1 I
Anchor Bolts;Number of,diameter,embed length:
Description of Non-Conformance Items:
Additional Comments/Clarification:
Rebar inspected by others.
Elevation verification based on string lines set by contractor.
We could not see the embeds on the south side of wall @ E.0-G.0/5.0 on AB7 due to form placement above.
We were unable to measure spacing,elevations,etc.of other embeds listed due to accessibility issues,but visually verified the plates to be in
place.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: March 4,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested. Illti • ! '
Commel!nts or Photos:
�r • ' „,
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iNIMIAP
l ax z it i � '.
y_
i
I ! ,, I! .•1
Ai11.6711...111110141
i 1
7.
P 'i• 7111110
1.11001 03
Yes No
Discrepancies Reported this Date? Q
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: March 4,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop drawings
Structure Type: Embed plates
Placement Location: Shop page AB6: F.0-G.016.0;AB7: F.0-G.0/6.0(verified embeds are in place,but unable to measure placement
due to inaccessibility)
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other: II 1
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails:
Anchor Bolts;Number of,diameter,embed length:
Description of Non-Conformance Items:
Additional Comments/Clarification:
Rebar inspected by others. Elevation verification based on string lines set by contractor.
We could not see the embeds @ AB6:G.0/5.5-6.0,AB7: F.616.0(beam pocket anchor bolts),AB8: E.0-G.015.0(S.side of wall)due to form
placement prior to our scheduled arrival.
We were unable to measure spacing,elevations,etc.of embeds due to accessibility issues, but visually verified the plates to be in place.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: March 10,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
_ x -
r ,—. -
it.--- r
[ ._ . . .....e.,_- -4-1, .
I ,
91110ft _..:--.7.- . -, - 11:rt....--:11',N
LHL.
34.111 .
Yes No
Discrepancies Reported this Date? O
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: March 10,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop drawings
Structure Type: Anchor bolts,Embed plates
Placement Location: Shop AB4: F.0/6.0-8.0,G.0/5.0-6.0;AB7:G.0/5.0-6.0;AB8:F.0-G.016.0,G.0/5.0-6.0
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length: 1
Dowels to Adjacent Structure;wall,slab or other: II 1
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: I 1
Anchor Bolts;Number of,diameter,embed length: �/ 1
Description of Non-Conformance Items:
Wrong plate was installed for 1016A embed plate @ G.0/5.9 on AB8 was incorrect at initial inspection. 1007H embed plate was missing at
G.0/5.4 on AB8 at initial inspection. These discrepancies were brought to the attention of Sergio with RMS Concrete and corrected.
Outstanding discrepancy: 1003A type embed plate is missing @ approx.G.0/5.4 on AB7. Sergio with RMS and Danny with RA Nelson are
aware and plan to drill/epoxy the plate in place after concrete placement.
Additional Comments/Clarification:
Rebar inspected by others. Elevation verification based on string lines set by contractor.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: March 11,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
r •
s • }.
- , I .4 tt�-� •'1
i_ ;I: I:
. .fir!~ . - - ��
44.7-i -. -_;/ 10.°
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...e.:„ :,.5 :-0-rmr,
ET
lop . ,
rx
1 e t ,
e rr
r A 4 +
+? 1 `,m
II m
Yes No
Discrepancies Reported this Date? 0 0
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: March 11,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop drawings
Structure Type: Anchor bolts,Embed plates
Placement Location: Shop AB4:B.0/2.0-3.0;AB7:B.0-C.511.0, B.0/1.0-2.8;AB8: E.0-G.015.0(south side and west end of wall)
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other: II 1
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: 1 II I
Anchor Bolts;Number of,diameter,embed length: �/ 1
Description of Non-Conformance Items:
Additional Comments/Clarification:
Rebar inspected by others. Elevation verification based on string lines set by contractor.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
G R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: March 18,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
%.:--77 r 1 ,.
ft
{• ' 1 _ 1 1,4
A111 ', 1/16:
- , k, 1 '; i . __N-
-- - ` =sem?,ti
: _.0, tiimLe , • r
iR i —.p i T if
Ifr
r
4 �
A,.7. .�- ti•r..,,y' mss.-•.a - - �f -
211‘, - - —
Yes No
Discrepancies Reported this Date? 0 O
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: March 18,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop drawings
Structure Type: Anchor bolts,Embed plates
Placement Location: Shop AB3:B.0/4.0;AB7:A.7/3.2,8.0/3.3-4.0, B.0-C.214.0;AB9: E.0-G.015.0
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other: II 1
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: 1 II I
Anchor Bolts;Number of,diameter,embed length: �/ 1
Description of Non-Conformance Items:
Additional Comments/Clarification:
Rebar inspected by others. Elevation verification based on string lines set by contractor.
Elevations were not verified due to lack of accessibility at B.014.0 on AB3 and AB7 for anchor bolts and embed plate. Dimensions of embed
plate and anchor bolt template were inspected prior to installation. Embed plate dimensions could not be measured at E.0-G.O/5.0 on AB9,
but spacing and elevations were verified.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: April 30,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
•
r .1•1-i
� _ _
. : ,
Am / 1, 11:"...]
.1. - i
-*IL 0-IL i 1-'
. 7 T . ,
i _i. ;_
iiij
Yes No
Discrepancies Reported this Date? C Q
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: April 30,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop drawings,RFI#70(SSK-41)
Structure Type: Anchor bolts,Embed plates
Placement Location: Shop AB7 Partial Embed Setting Plan Bedroom(B)Level(3-1003D embeds were placed according to RFI#70)
See Comments section below for other post-installation inspection locations.
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other:
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails:
Anchor Bolts;Number of,diameter,embed length:
Description of Non-Conformance Items:
Additional Comments/Clarification:
The following embeds/anchor bolts were inaccessible due to form placement previously and were inspected post-installation:
Shop AB6: H.0/3.9-4.0, H.0-G.0/4.0, Beam Pocket,AB6: E.0/5.0-6.0,AB7:E.0-F.0/8.0,AB7:F.0/6.0-8.0,AB7:E.0-G.0/5.0(S.side),AB8:
E.0-G.0/5.0(N.side), F.0/6.0-8.0,AB6: F.0-G.0/6.0;AB7: F.0-G.0/6.0,AB6:G.0/5.5-6.0,AB7: F.6/6.0(beam pocket bolts),AB8:E.0-G.0/5.0
(S.side of wall),AB3: B.0/4.0,AB7:B.0/4.0
Special Inspection Discrepacies 1-7,9 were cleared on this date.
Rebar inspected by others. Elevation verification based on lines set by contractor.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Drill and Epoxy Cover Report
Date: April 30,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: Danny Aldaz
As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at
locations requested.
Comments or Photos:
:.;fie". -:
tir =tea ,, ��
ZVOi ANNVO 3DN3QIS3}i W'd0 2i3A'd39£9b • .., ArM ,{'I. • * • - ' -
ar
-0... :: r' •,t. ', i:r
A- ca. ' I., ..-.%
- . 1124,%,,4t.
.
- y
t
r_ I. • s
�T i
i
:.
�- if e' or
a ix'�
;--, ,... Viirl , ,-- v .141,-' cA-4•1 }
Yes No
Discrepancies Reported this Date? •
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: April 30,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: Danny Aldaz
Subcontractor: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans, RFI#71
Drill and Epoxy
Drilling
Location: 1.) Raft Mat Recreation Level A @ D.5/2.6,D.9/2.6(2 sets of 4 holes for column anchor rods)
2.)
3.)
4.)
Orientation(vertical/horizontal): 1.) Vertical 3.)
2.) 4.)
Hole Diameter(inches): 1.) 1 Length(inches): 1.) 8
2.) 2.)
3.) 3.)
4.) 4.)
Hole Spacing(inches): 1.) 4"x10" 3.)
2.) 4.)
Drilling Equipment: Hammer Drill
Method to Clean Hole: Wire brush,shop vac
Epoxy
Epoxy Type: Hilti HIT-HY 200A
Epoxy Expiration: 11/2015
Placement Method: Hand pump gun
Reinforcement
Type(rebar/bolt/anchor): 1.) Threaded rod Size: 1.) 3/4 Length(inches) 1.) 24
2.) 2.) 2.)
3.) 3.) 3.)
4.) 4.) 4.)
Placement Method: Hand set
Additional Reinforcing Steel: N/A
Field Representative: Shane Sorensen
Comments:
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: July 1,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
REPORT REVISED 161208.OD CLEARED -1411"11 cr
g
°'..s
•
r \ I - —,______-- -1.-.=.,.
iri !jrit4..—. .....-,-. 1111moillw 64,
it ._ , \ ..i,
,1 .. . - • . •
--..- ....
.. !!
;. . . _ ___
t r
..;.fiti . -
.iii.b.„,
e. ::; t..P.-.40i:As., ... '. . - — ,
q.
. 't
- , ;;,;'
. . (, , I .
g.. .°� .
r .
• I c
Yes No
Discrepancies Reported this Date? C Q
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: July 1,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: N/A
Documents Used: Plans,Shop drawings
Structure Type: Anchor bolts,Embed channel
Placement Location: Anchor Bolts @ A.0/6.0,A.0/7.0 on AB3,Channel embed type 10138 @ F.0-G.0/6.0 on AB8
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length: 1
Dowels to Adjacent Structure;wall,slab or other: II 1
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails:
Anchor Bolts;Number of,diameter,embed length:
Description of Non-Conformance Items:
Channel embed type 1013B @ F.0-G.016.0 on AB8: Detail shows overall length of 11'-4". Top half of channel has been cut to 9'-8 1/4". We
are awaiting RFI for acceptance of this change. REVISED 161208-DETAIL SHOWS FIELD CUT TO FIT. NO OD's THIS REPORT.
Additional Comments/Clarification:
Rebar inspected by others. Elevation verifications and locations relative to gridlines based on markings set by contractor.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: July 17,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
, .:7Th_4„
x _.r
�+ 41116. .
r
\.... ‘- . '
-lir ,: ....
1 IT
, W. .\k‘ ' ,.
T.- y
\\-, 11A
N.,/Ilk - . .
rfi
0.9 • 1�
w�+� .. ��
l "h
Yes No
Discrepancies Reported this Date? C O
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: July 17,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep.Notified: Sergio
Documents Used: Plans,Shop drawings
Structure Type: Embed plates and angles
Placement Location: Embed plates and angles on AB8 @ E.0/8.0-8.5,D.5-E.0/8.5
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other:
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails:
Anchor Bolts;Number of,diameter,embed length:
Description of Non-Conformance Items:
All embeds in this area were initially set 1"too high. Sergio with RMS was notified and moved them down to the specified elevation.
Additional Comments/Clarification:
Rebar inspected by others. Elevation verifications and locations relative to gridlines based on markings set by contractor.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: July 23,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
wsr' a
df' a ti
ilt1 y
1
:ti
•
, _. \ , ,,
.
Yes No
Discrepancies Reported this Date? C Q
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: July 23,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop drawings
Structure Type: Anchor bolts
Placement Location: Anchor bolts on AB3 @ D.5/4.0
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length:
Dowels to Adjacent Structure;wall,slab or other:
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails:
Anchor Bolts;Number of,diameter,embed length:
Description of Non-Conformance Items:
Additional Comments/Clarification:
Rebar inspected by others. Elevation verifications and locations based on reference marks set by contractor.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Concrete Reinforcing Cover Report
Date: July 29,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep. Notified: DannyAldaz
As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at
locations requested.
Comments or Photos:
:ts
41,14
Yes No
Discrepancies Reported this Date?
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
ERD�ND
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Report Date: July 29,2015 Job Number: 14-6612
General Contractor: RA Nelson Rep.Notified: Danny Aldaz
Rebar Installer: RMS Concrete Rep. Notified: Sergio
Documents Used: Plans,Shop drawings
Structure Type: Concrete embed
Placement Location: Expansion anchor on AB8 at G.0/5.4 to replace missed 1003A type embed for deck support angle-connection
to concrete.
Reinforcing Steel
Initial Anal
Reinforcing Steel Conformance Non- Not Conformance
Conformance Applicable
Number of Bars,Size, Length,Grade,Spacing:
Number and Spacing of Ties,Stirrups,Corner Bars:
Clearance and Lap Length: 1
Dowels to Adjacent Structure;wall,slab or other: II 1
Number and Spacing of Form Savers Installed:
Form Length,Width, Depth:
Embeds and Anchors
No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: I II 1
Anchor Bolts;Number of,diameter,embed length: �/ 1
Description of Non-Conformance Items:
Additional Comments/Clarification:
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Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Mr. Brian McAndrews
E R v D
Trademark Construction Services
555 S.Old Woodward Ave.-Suite 25L
ENGINEERING CONSULTANTS Birmingham, Ml 48009
463/473 Beaver Dam Road
Job Number: 14-6612
General Contractor: R.A. Nelson
Special Inspections Discrepancy Log
Date Item Tech Corrective/Follow-
Reported Number Initials Location Description of Discrepancy up Action Date Resolved
AB6:H.0/3.9-4.0, H.0-G.0/4.0,Beam Embeds/bolts inaccessible at post-installation
2/5/15 1 SS Pocket time of inspection inspection 4/30/15
AB6: E.0/5.0-6.0,AB7: E.0-F.0/8.0 Embeds/bolts inaccessible at post-installation
2/19/15 2 SS time of inspection inspection 4/30/15
AB7:F.0/6.0-8.0 Embeds/bolts inaccessible at post-installation
3/2/15 3 SS time of inspection inspection 4/30/15
AB7: E.0-G.0/5.0(S.side),AB8: Embeds/bolts inaccessible at post-installation
3/3/15 4 SS E.0-G.0/5.0(N.side), F.0/6.0-8.0 time of inspection inspection 4/30/15
AB6: F.0-G.0/6.0;AB7: F.0-G.0/6.0 Embeds/bolts inaccessible at post-installation
3/4/15 5 SS time of inspection inspection 4/30/15
AB6:G.0/5.5-6.0,AB7: F.6/6.0(beam Embeds/bolts inaccessible at post-installation
3/4/15 6 SS pocket bolts) time of inspection inspection 4/30/15
AB8: E.0-G.0/5.0(S.side of wall) Embeds/bolts inaccessible at post-installation
3/4/15 7 SS time of inspection inspection 4/30/15
AB7:G.0/5.4 1003A type embed plate is Option#2 for
3/10/15 8 SS missing Detail 6 on S321 7/29/15
AB3: B.0/4.0,AB7: B.0/4.0 Embeds/bolts inaccessible at post-installation
3/18/15 9 SS time of inspection inspection 4/30/15
Channel embed type 1013B @ Top of channel cut to shorter Per plan,notes
7/1/15 10 SS F.0-G.0/6.0 on AB8 than specified length Sheet 1013B Emb 12/8/16
It is the responsibility of the contractor to schedule our office to perform retesting once the necessary corrective
action has been made or provide our office with documentation that resolves the discrepancy.
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Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper