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Q A 14-R-00036 (docx)

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Q&A’s

DTFAEN-14-R-00036

Waterproof Exterior, Add Handrail and Lightning Protection on Base Building McGee-Tyson A/P, TN

1. Will the contractor be allowed to work during normal work hours?

Normal working hours are 0700 to 1600. Night work is not anticipated.

2. Is there any existing asbestos associated with any work the contractor will be performing?

There is no existing asbestos associated with any work the contractor will be performing.

3. Currently the drip edge on the cab parapet cap has several large gaps between the drip edge and the insulated mental panel parapet. There is no requirement to address this in the documents. Are any corrective actions required and if so, please provide details.

The repair of the drip edge is not part of the contract. However, add/alternate quotes are welcome for the repair or replacement of the drip edge and Cab parapet caps.

4. It is our understanding the roof on the base building is currently under warranty. Please provide the information necessary to maintain the roof warranty (i.e., roof manufacturer, acceptable roofing companies) The roof is a TREMCO roof and is under warranty until January 2016. The roofing sub-contractor shall be a TREMCO certified installer and TREMCO is required to provide a follow-up inspection to maintain the warranty. The original roof installer was McKnight Roofing, Inc.

5. Please provide details of the existing construction of the parapet on the base building and the link building.

See attached.

6. Please provide construction details of acceptable roof repairs of roof penetrations necessary to install new handrail for the base building and the link building (Details 1 and 2 S001).

The repair of the roof is dependent on the contractors means and methods for penetrating the roof in order to install the handrails. The contractor shall submit a shop drawing produced by the roofing subcontractor to the FAA for approval.

7. What fasteners are acceptable to anchor the base plate to the precast concrete wall (Detail 2 S001).

The design provided utilized a Simpson Titen HD screw anchor per specification 05 52 12 Section 3.1.C.1. However, Section 1.3.C requires the contractor to provide an analysis sealed by a professional engineer.

8. It was determined at the site visit that the requirement for repointing in Specification Section 07 19 00 paragraph 1.1A.2. is not required. Please confirm.

The requirements for repointing indicated in Specification 07 19 00 Section 1.1.A.2 is not applicable to this project.

9. Please confirm the water repellents specified in Specification Section 07 19 00 paragraph 1.1A.1.a. are intended for precast and not concrete masonry units.

The water repellent specification 07 19 00 is applicable to all precast concrete.

10. Is this federal property or will building permits have to be pulled from a local permitting authority?

This property is owned by the FAA. Local permits are not required for this project.

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