Submittal #03 2000-9.0 03 2000 - CONCRETE REINFORCING
Submittal #03 2000-9.0 03 2000 - CONCRETE REINFORCING Project: 15060018 - Boulder Commons 2440 Junction Place Boulder, Colorado 80301
Mortenson Construction 1621 Eighteenth Street Suite 400 Denver, Colorado 80202 Phone: (303) 295-2511 Fax: (303) 297-8055
South Building, Pier Caps, Pilasters, Grade Beams, SOG, SPEC SECTION:
03 2000 - CONCRETE REINFORCING
CREATED BY:
Barbara Waggoner(Gerdau Reinforcing Steel)
STATUS:
Open
DATE CREATED:
06/03/2016
ISSUE DATE:
//
REVISION:
0
RESPONSIBLE CONTRACTOR:
Gerdau Reinforcing Steel
RECEIVED FROM:
Barbara Waggoner
RECEIVED DATE: //
SUBMIT BY:
//
FINAL DUE DATE: 07/01/2016
LOCATION:
TYPE:
Shop Drawings
COST CODE:
APPROVERS:
Jose Nieto (Mortenson Construction - Denver), Jose Nieto (Mortenson Construction - Denver), Will Faber (Coburn)
BALL IN COURT: Will Faber (Coburn) DISTRIBUTION: Barbara Waggoner (Gerdau Reinforcing Steel), Ella Pilgrim (Mortenson Construction - Denver), John McCorkle (Mortenson Construction Denver), Seki Kofe (Mortenson Construction - Denver), Ted Godfrey (Studio NYL Structural Engineers), Will Faber (Coburn) , Shannon Brookins (Coburn), Jose Nieto (Mortenson Construction - Denver), Mike MaGuire (Mortenson Construction - Denver) DESCRIPTION: Please see the attached submittals for approval. Please review and advise if you have any questions. Thank you, Barb ATTACHMENTS: BOULDER COMMONS SOUTH BLDG PIER CAPS PILASTERS GR BMS SOG FOR APPROVAL (2).pdf
SUBMITTAL WORKFLOW #
NAME
SUBMITTER/ APPROVER
SENT DATE
DUE DATE
RETURNED RESPONSE DATE
Forwarded For Review
1
Jose Nieto
Approver
6/9/2016
7/1/2016
2
Will Faber
Approver
6/9/2016
6/23/2016
Pending
3
Jose Nieto
Approver
7/1/2016
Pending
6/9/2016
ATTACHMENTS
COMMENTS
03 200-SD-09-S BLDG PIER CAPS Please see PILASTERS GR attached. BMS SOG.pdf
BY
Mortenson Construction
DATE
COPIES TO
Page 1 of 1
Printed On: 06/09/2016 04:03 PM
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL 'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL 'U' bars top an bottom per RFI 80 response.SNYL 'U' bars top an bottom per RFI 80 response.SNYL 'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
T.GODFREY -STUDIO NYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
06/23/2016
'U' bars top an bottom per RFI 80 response.SNYL GC shall coordinate these submittal shop drawings with all current architectural and structural construction documents and all pertinent ASI's and RFI's, and previously submitted shop drawings. Verify all dimensions and elevations with architectural plans.- SNYL
'U' bars top an bottom per RFI 80 response.SNYL
Yes, structural construction documents are the correct basis for shop drawings.- SNYL
'U' bars top an bottom per RFI 80 response.SNYL
Lap location shall be in compliance with general notes, S000-B.- SNYL
T.GODFREY -STUDIO NYL
06/23/2016
GC shall coordinate these submittal shop drawings with all current architectural and structural construction documents and all pertinent ASI's and RFI's, and previously submitted shop drawings. Verify all dimensions and elevations with architectural plans.- SNYL
T.GODFREY -STUDIO NYL
06/23/2016
GC shall coordinate these submittal shop drawings with all current architectural and structural construction documents and all pertinent ASI's and RFI's, and previously submitted shop drawings. Verify all dimensions and elevations with architectural plans.- SNYL
Mortenson Construction 1621 Eighteenth Street Suite 400 Denver, Colorado 80202 Phone: (303) 295-2511 Fax: (303) 297-8055
South Building, Pier Caps, Pilasters, Grade Beams, SOG, SPEC SECTION:
03 2000 - CONCRETE REINFORCING
CREATED BY:
Barbara Waggoner(Gerdau Reinforcing Steel)
STATUS:
Open
DATE CREATED:
06/03/2016
ISSUE DATE:
//
REVISION:
0
RESPONSIBLE CONTRACTOR:
Gerdau Reinforcing Steel
RECEIVED FROM:
Barbara Waggoner
RECEIVED DATE: //
SUBMIT BY:
//
FINAL DUE DATE: 07/01/2016
LOCATION:
TYPE:
Shop Drawings
COST CODE:
APPROVERS:
Jose Nieto (Mortenson Construction - Denver), Jose Nieto (Mortenson Construction - Denver), Will Faber (Coburn)
BALL IN COURT: Will Faber (Coburn) DISTRIBUTION: Barbara Waggoner (Gerdau Reinforcing Steel), Ella Pilgrim (Mortenson Construction - Denver), John McCorkle (Mortenson Construction Denver), Seki Kofe (Mortenson Construction - Denver), Ted Godfrey (Studio NYL Structural Engineers), Will Faber (Coburn) , Shannon Brookins (Coburn), Jose Nieto (Mortenson Construction - Denver), Mike MaGuire (Mortenson Construction - Denver) DESCRIPTION: Please see the attached submittals for approval. Please review and advise if you have any questions. Thank you, Barb ATTACHMENTS: BOULDER COMMONS SOUTH BLDG PIER CAPS PILASTERS GR BMS SOG FOR APPROVAL (2).pdf
SUBMITTAL WORKFLOW #
NAME
SUBMITTER/ APPROVER
SENT DATE
DUE DATE
RETURNED RESPONSE DATE
Forwarded For Review
1
Jose Nieto
Approver
6/9/2016
7/1/2016
2
Will Faber
Approver
6/9/2016
6/23/2016
Pending
3
Jose Nieto
Approver
7/1/2016
Pending
6/9/2016
ATTACHMENTS
COMMENTS
03 200-SD-09-S BLDG PIER CAPS Please see PILASTERS GR attached. BMS SOG.pdf
BY
Mortenson Construction
DATE
COPIES TO
Page 1 of 1
Printed On: 06/09/2016 04:03 PM
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL 'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL 'U' bars top an bottom per RFI 80 response.SNYL 'U' bars top an bottom per RFI 80 response.SNYL 'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
T.GODFREY -STUDIO NYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
'U' bars top an bottom per RFI 80 response.SNYL
06/23/2016
'U' bars top an bottom per RFI 80 response.SNYL GC shall coordinate these submittal shop drawings with all current architectural and structural construction documents and all pertinent ASI's and RFI's, and previously submitted shop drawings. Verify all dimensions and elevations with architectural plans.- SNYL
'U' bars top an bottom per RFI 80 response.SNYL
Yes, structural construction documents are the correct basis for shop drawings.- SNYL
'U' bars top an bottom per RFI 80 response.SNYL
Lap location shall be in compliance with general notes, S000-B.- SNYL
T.GODFREY -STUDIO NYL
06/23/2016
GC shall coordinate these submittal shop drawings with all current architectural and structural construction documents and all pertinent ASI's and RFI's, and previously submitted shop drawings. Verify all dimensions and elevations with architectural plans.- SNYL
T.GODFREY -STUDIO NYL
06/23/2016
GC shall coordinate these submittal shop drawings with all current architectural and structural construction documents and all pertinent ASI's and RFI's, and previously submitted shop drawings. Verify all dimensions and elevations with architectural plans.- SNYL
