SpecAddendumDec2012.pdf

CACFT Specification Addendum

As of December 20, 2012

General

1. Unless otherwise specified, a day equals one work day.

2. Remove all references in the specifications requiring the contractor to provide separate Government

Representative Office.

Section 011000

1. Paragraph 1.3 B.1. – The government representative is NOT Scott Newcomb. The Contracting Officer’s

Representative (COR) will be identified at time of award.

2. Paragraph 1.3 C – The Architect’s name is provided for informational purposes. At NO time, prior to or after award shall the Architect be contacted directly regarding this project unless specifically authorized in writing by a warranted Contracting Officer (KO).

3. Paragraph 1.3 D – Not applicable.

4. Paragraph 1.3 E – Delete.

5. Paragraph 1.9 C.1. – After Contractor shall not perform work, delete “not perform work”.

6. Paragraph 1.9 G is hereby changed to read, “Controlled substances on the project site are not permitted.”

7. Paragraph 1.9 H.4.a.is hereby changed to read, “Speed Limit: All posted speed limits shall be followed.”

8. Paragraph 1.9 H.4.c. – change Camp Roberts to Fort Pickett

Section 012600 – Delete

All contract modifications will be handled in accordance with applicable Federal Acquisition Regulation (FAR) and applicable supplements requirements included in the contract.

Section 012900 – Delete

Payment procedures will be handled in accordance with applicable Federal Acquisition Regulation (FAR) and applicable supplements requirements included in the contract.

Section 013100

1. Paragraph 1.7 D. – Delete “or Construction Manager”.

2. Paragraph 1.7 E. – Delete “and Construction Manager’s”.

3. Paragraph 1.8 A. – Delete.

4. Paragraph 1.8 E. – The Contracting Officer will conduct progress meetings at least twice per month.

5. Paragraph 1.8 F. – Delete.

Section 013200 Paragraph 1.5 B. – For informational purposes – this meeting may be conducted in conjunction with the pre-construction conference.

Section 013233 Architect is not authorized to direct work. All submissions must be provided to the COR, not directly to the Architect. Throughout section, replace Architect with Contracting Officer or COR.

Section 013300

1. Paragraph 2.1 A. – Submittals capable of being transmitted and received electronically between the government and contractor, will not require multiple paper copies.

2. Paragraph 3.2 – Each indication of Contracting Officer should include “or Contracting Officer’s

Representative”

Section 015000

1. Delete Paragraph 2.2.A.2.H

2. The per page printing requirement in paragraph 2.2.A.11 is 500 sheets per month.

Sections 019113 and 019116 – Delete General Commissioning Requirements and Commissioning Plan requirements.

Section 033000 – Paragraphs 2.10 and 2.11; Clarification: Fly ash, pozzolan and ggbfs content may be reduced to not less than 20% provided LEED goals for the overall project are still met. The specified strengths may be at 56 days.

Section 034100 – Revise subpart 3.2.E which prohibits the use of powder-actuated fasteners and drilled fasteners on pre-stressed and precast concrete units to allow “Powder-actuated fasteners and drilled fasteners may be used where it is known the fasteners or drill will not hit pre-stressing strands. The pre-cast supplier must provide trades using such fasteners with the locations of all strands and tolerances on such locations.”

Section 042000 – Delete paragraph 2.4.

Section 072100 – Clarification: Polyisocyanurate insulation is to meet ASTM C 1289. Polyisocyanurate is required under the Metal Roof Systems at Buildings 01 & 02.

Section 083323 – Added

Section 087111

1. Paragraph 2.3 F – Replace paragraph 1a&b with the following:

a. “The Fort Pickett standard is the Best Lock System. Contractors may provide other hardware systems which accept Best Lock cores and meet the technical requirements of Section 087111.”

2. Paragraph 2.3 G – Replace paragraph 1a&b with the following:

a. “The Fort Pickett standard is the Best Lock System. Contractors may provide other hardware systems which accept Best Lock cores and meet the technical requirements of Section 087111.”

3. Paragraph 2.4 – Delete

4. Paragraph 2.6 A.1a – Replace paragraph 1a with the following:

a. “The Fort Pickett standard is the Best Lock System. Contractors may provide other hardware systems which accept Best Lock cores and meet the technical requirements of Section 087111.”

Section 102113 – Added

Section 120000 – Added

Section 133419

1. Replace paragraph 2.4 with the following:

A. Vertical-Rib, Standing-Seam Metal Roof Panels: Formed with ribs at panel edges and intermediate stiffening ribs symmetrically spaced between ribs; designed for sequential installation by mechanically attaching panels to supports using concealed clips located under one side of panels and engaging opposite edge of adjacent panels.

1. Material: Aluminum-zinc alloy-coated steel sheet, 0.034-inch (0.86-mm) nominal thickness.

a. Exterior Finish: Three-coat fluoropolymer.

b. Color: As selected by Architect from manufacturer's full range. Minimum of 32 colors.

2. Clips: Manufacturer's standard, floating type to accommodate thermal movement; fabricated from zinc-coated (galvanized) steel, aluminum-zinc alloy-coated steel, or stainless-steel sheet.

3. Joint Type: Panels snapped together.

4. Panel Coverage: 16 inches (406 mm).

5. Panel Height: 2 inches (51 mm).

6. Uplift Rating: UL 90.

2. Delete SMACNA requirements. Submittal of Shop drawings will be required to review all proposed components.

Section 220500 – Delete references to Division 07.