HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0024.2019 (102).ACBKDetailed, RFIs Grouped by RFI Number
Request for Information 064
Aspen Ambulance District Facility FCI Constructors, Inc. - GJProject # 10-17-033
Aspen, CO 81611 Tel: 970-434-9093 Fax: 970-434-7583
RFI #: 064 Date Created: 11/19/2018
Author Company Authored ByAnswer Company Answered By
Chamberlin Architects, Inc. Jonathan West FCI Constructors, Inc. - GJ David Hale
437 Main Street
Grand Junction, CO 81501
P. O. Box 1767
Grand Junction, CO 81502
Co-Respondent Author RFI Number
DisciplineSubject Category
Request for DirectionStructuralAnchor Bolt Spacing
Company Name Contact Name Copies NotesCc:
Chamberlin Architects, Inc. Daniel Gartner 1
FCI Constructors, Inc. - GJ Brady Blackmer 1
FCI Constructors, Inc. - GJ Brian Young 1
FCI Constructors, Inc. - GJ Sam Meeks 1
Question Date Required: 11/26/2018
Please refer to attached.
After the installation of the anchor bolts for the columns at the type D1 footings along grid line 4 it was discovered that the
dimensions for the base plates will differ from those that were designed. The slight shift in the anchor bolt placement in the
field will cause one of the anchor bolts to not have enough clearance and the nut will not fit on the bolt. The situation is the
same at both of the footings per the attached details. The anchor bolts at this location have a 1'-9" embedment into the
footing.
Please confirm it is acceptable to plug weld the anchor bolt that will not have the clearance required for the nut.
Suggestion
Answer Date Answered: 11/26/2018
It is acceptable to weld the anchor bolt to the base plate.
Prolog Manager Printed on: 11/26/2018 FCI_Integration Page 1
not enough
clearance
not enough
clearance
CA.1
4
5.9 60' - 5 5/810' - 9 1/4"15' - 9" 5' - 0 3/8" 15' - 6" SLOPESLOPE(TYP.)3' - 9 1/8"(TYP.)6' - 8 7/8"4' - 10 3/4"
B.1A.9 6"8"1' - 0"TOP
STEP
T.O. WALL
EL. 115'-6"
1' - 0"
8"
6"
TOP
STEP HSS6X6X3/8(C)TOP
STEP
T.O. WALL
EL. 109'-8"
T.O. WALL
EL. 115'-8 1/2"
T.O. FOOTING
EL. 99'-2"
D
HSS6X6X3/8
(D)
HSS6X6X1/2
(C)
T.O. RETAINING WALL
EL. 114'-0"
1' - 0"6"8"1' - 0"T.O. WALL
EL. 109'-6"
C
D
20' - 8"
3 5/8"
9
S300
15' - 0" 18' - 0" 20
D
4' - 4 3/8" 10' - 7 5/8"6"6"CONCRETE TIE BEAM
1'-0" WIDE x 1'-0" DEEP
(T.O. TIE BEAM = 99'-4")
S100
ATYP.
A
6
7 1' - 0"1. TOP OF S
FOUN
FOOTING "A"FOOTING "B"
N
FOOTING "A"
N
FOOTING "A"
N
FOOTING "A"
N
FOOTING "A"
N
FOOTING "B"
N
FOOTING "B"
N
FOOTING "B"