FAKZ 039172 RFI Responses 003 SIGNED.pdf
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- Attached to
- Weapons Load Crew Training Facility
- Solicitation number
- W50S6N-23-B-0004
About this file
This document contains responses to a request for information (RFI) regarding a solicitation for a weapons load crew training facility. The RFI responses clarify details of the project such as bollard sizes, guardrail specifications, trench drain grating requirements, and missing base plate sizing information. The solicitation is number W50S6N-23-B-0004 issued by the Department of the Army Alabama Army National Guard for a weapons load crew training facility project numbered FAKZ039172. The RFI responses provide clarification on construction details to support the solicitation for this facility.
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Text version
Date: 24 July 2023
To: CMSgt. William Hall
Subject: RESPONSES TO RFI #003
Project: F-35: WEAPONS LOAD CREW TRAINING FACILITY
Job #: ANG# FAKZ039172 / SSL# 18138
From: David Donovan
1) Question: Please provide bollard sizes. Sheet C2.1 shows what appears to be two different sized bollards. One represented by a solid circle and one by an open circle.
The only details on the drawings are on sheet L2.0 showing a removable bollard.
Response: See detail below. All bollards to be 6’ diameter and concrete filled.
F-35: WEAPONS LOAD CREW TRAINING FACILITY FAKZ039172
RESPONSES TO RFI NO. 003 Page 2 of 2 Seay Seay & Litchfield, P.C. 24 July 2023
2) Question: Pease clarify the guard rail on top of the retaining wall. Sheet C8.1 shows a 1-1/2” diameter two-line rail. Sheet L2.0 shows a 1-1-2” diameter vertical picket rail. Which one is correct?
Response: Provide guardrail as indicated on L2.0.
3) Question: Please provide additional information giving sizes for the individual members of the trench drain shown in detail 11/S2.1. We assume this is required to be aircraft rated?
Response: Refer to paragraph 2.06 of specification 05 5000. Yes, trench drain grating is intended to be capable of supporting aircraft movement with a minimum load capacity of 26,797 lbs at the required 2’-0” span.
4) Question: The mezzanine detail shown on sheet S1.2 shows base plates (BP-3) under each end of the beams. The base plate schedule on sheet S0.1 does not provide sizing for these base plates. Please provide missing information.
Response: Refer to S0.1. An excerpt from S0.1 indicating BP-3 as a 1” x 11” x 16” plate is also included below. \
End of Response to RFI #003
| 2023-07-24T10:50:23-0500 | |
| David Donovan |
File details come from the government source that posted it. Updated .