HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0024.2019 (113).ACBKDetailed, RFIs Grouped by RFI Number
Request for Information 075
Aspen Ambulance District Facility FCI Constructors, Inc. - GJProject # 10-17-033
Aspen, CO 81611 Tel: 970-434-9093 Fax: 970-434-7583
RFI #: 075 Date Created: 1/16/2019
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
ClarificationArchitecturalSouth Site Rail Installation
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: 1/23/2019
Please refer to attached.
Per detail 5 on sheet L6.01 the hand rail on the south side of the building is to be anchored to the face of the south wall.
The detail shows the site rail being anchored to a concrete wall but the site rail will actually be anchored to the split face
block. Detail 5 also shows a dimension of 1 1/2" inch between the face of the wall and the closest edge of the hand rail.
Because the split face block is not a flat surface, can the dimension be made larger to create more room between a
visitor's fingers and the split face block?
Please provide a method of securing the site rail to the split face block. Please also confirm the dimension between the
face of wall and the closest face of site railing can be enlarged.
Suggestion
Answer Date Answered: 1/23/2019
ANCHOR SITE HAND RAIL TO SPLIT-FACE CMU VENEER BY DRILLING AND EPOXYING THE 3/8-INCH STEEL ROD
INTO THE SPLIT-FACE CMU (1-INCH MINIMUM EMBEDMENT). THE HANDRAIL CAN EXTEND NO MORE THAN
4-INCHES PAST THE FACE OF THE SPLIT-FACE CMU VENEER.
2019.01.22 - JONATHAN WEST
Prolog Manager Printed on: 1/23/2019 FCI_Integration Page 1
wall will be split face block