HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0024.2019 (95).ACBKDetailed, RFIs Grouped by RFI Number
Request for Information 058
Aspen Ambulance District Facility FCI Constructors, Inc. - GJProject # 10-17-033
Aspen, CO 81611 Tel: 970-434-9093 Fax: 970-434-7583
RFI #: 058 Date Created: 11/6/2018
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
ClarificationStructuralD1 Tie Beam Reinforcement
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
Question Date Required: 11/13/2018
Please refer to the attached.
Per structural drawing S102, there is a concrete tie beam on gridline 4 between grid lines A & B. The structural drawings
note that this is a 1' wide by 1' deep tie beam but do not provide any details for the reinforcement that will be required. The
two D1 footer pads on either side of the tie beam have already been poured so the reinforcement will have to be drilled
and epoxied into the pads. Please provide a detail for the reinforcement required at the tie beam along grid line 4.
Suggestion
Answer Date Answered: 11/12/2018
REINF. W/ (3) #8 (CENTERED IN TIE BEAM). DRILL & EPOXY 15" INTO FOOTINGS (HILTI RE 500 OR EQUAL) LAP
BARS 36" MIN.
11/9/18
Prolog Manager Printed on: 11/12/2018 FCI_Integration Page 1
45.960' - 5 5/8"10' - 9 1/4"SLOPE(TYP.)3' - 9 1/8"(TYP.)6' - 8 7/8"7S3001' - 0"8"6"TOPSTEPTOPSTEPT.O. WALLEL. 109'-8"T.O. WALLEL. 115'-8 1/2"T.O. FOOTINGEL. 99'-2"DHSS6X6X3/8(D)1' - 0"6"8"1' - 0"T.O. WALLEL. 109'-6"3 5/8"15' - 0" 18' - 0 D4' - 4 3/8" 10' - 7 5/8"6"6"CONCRETE TIE BEAM1'-0" WIDE x 1'-0" DEEP(T.O. TIE BEAM = 99'-4")6Please provide areinforcement detail.REINF. W/ (3) #8 (CENTERED IN TIE BEAM). DRILL & EPOXY 15" INTO FOOTINGS (HILTI RE 500 OR EQUAL) LAP BARS 36" MIN.