Questions_and_Answers_12_update.pdf

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Attached to
Improve Drainage Federal contract opportunity
Solicitation number
FA4417-15-R-0022
Issued by
Department of the Air Force Special Operations Command

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Attached is a clarification note regarding question 12 of the previous Questions and Answers document.

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DEPARTMENT OF THE AIR FORCE

1ST SPECIAL OPERATIONS WING (AFSOC)

HURLBURT FIELD FLORIDA

Any Time . . . Any Place

24 April 2015

MEMORANDUM FOR: Interested Parties

FROM: 1

st

SOCONS/LGCB

350 Tully Street

Hurlburt Field, FL 32544

SUBJECT: Solicitation FA4417-15-R-0022 Improve Drainage North Side West Apron

12. Do you have any more drawings on this (structural by chance)? We don't see a size on the angle or how far apart the studs are welded on (maybe we can use a bent rod instead of that plate with a hole for the studs), and on the grating it just says Extra Heavy Duty Grate for airport application with a minimum 250 PSI rating. We have never supplied any type of grating like this but I'm sure they make it somewhere so was hoping the structural drawings would give a little more info on it.

Construct to dimensions and grate/frame load ratings indicated on the plans. Different grate and frame vendors will have slightly different dimensions and configurations for the frame.

*Clarification Note: Construct to dimensions and grate/frame load ratings indicated on the plans - Basis of design is Neenah R-4990-HA (D.I. 80-55-06). Different grate and frame vendors will have slightly different dimensions and configurations for the frame.

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