HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0024.2019 (87).ACBKDetailed, RFIs Grouped by RFI Number
Request for Information 051
Aspen Ambulance District Facility FCI Constructors, Inc. - GJProject # 10-17-033
Aspen, CO 81611 Tel: 970-434-9093 Fax: 970-434-7583
RFI #: 051 Date Created: 10/26/2018
Author Company Authored ByAnswer Company Answered By
Chamberlin Architects, Inc. Jonathan West FCI Constructors, Inc. - GJ Sam Meeks
437 Main Street
Grand Junction, CO 81501
P. O. Box 1767
Grand Junction, CO 81502
Co-Respondent Author RFI Number
DisciplineSubject Category
ConfirmationStructuralF-6 Pilaster Rebar Placement
Company Name Contact Name Copies NotesCc:
FCI Constructors, Inc. - GJ Brady Blackmer 1
FCI Constructors, Inc. - GJ Brian Young 1
FCI Constructors, Inc. - GJ David Hale 1
Chamberlin Architects, Inc. Daniel Gartner 1
Question Date Required: 11/2/2018
Please refer to attached.
During the footing construction at approximately grids 6 & F, the (4) #5 bars for the pilaster P3 were inadvertently centered
on gridline 6 rather than gridline 5.9 (see attached sketch). Per conversation between Brian Young & Frank Rinaldi it is
acceptable to drill & epoxy (4) new #5 bars in the correct place. RE 500 will need to be used with 7" embedment.
Suggestion
Answer Date Answered: 10/26/2018
This RFI is for record only. No response is required.
Prolog Manager Printed on: 10/26/2018 FCI_Integration Page 1
F
5.9
9"9"1' - 6"9" 9"
1' - 6"
9" 1' - 4 3/8"10"3"3"6"1' - 4"TOP
STEPT.O. WALL
EL. 100'-2"
T.O. PILASTER
EL. 99'-4"
P-3
(4) #5 VERT.
#3 TIES @ 10
(TYP.)
PROVIDE (4) #5x
DOWELS TO
FOOTING BELOW
8"
T.O. WALL
EL. 100'-0"
(TYP.)
2" CLR.
6
ROVIDE (4) #5x 8"
I.9 J
F
5.9
6
9" 9"1' - 6"9" 1' - 0 1/2"
1' - 9 1/2"
9" 1' - 4 3/8"10" 3" 3"6"1' - 4"TOP
STEPT.O. WALL
EL. 100'-2"
T.O. PILASTER
EL. 99'-4"
P-3
(4) #5 VERT.
#3 TIES @ 10
(TYP.)
PROVIDE (4) #5x
DOWELS TO
FOOTING BELOW
8"
T.O. WALL
EL. 100'-0"
(TYP.)
2" CLR.centered on grid 6
rather than 5.9