W912J7-11-B-0002 0005.doc

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

28 July 2011

From the office of:

ZGA Architects and Planners, Chartered

565 West Myrtle Street - Suite 225

Boise, Idaho 83702

Re:

Operational Readiness Training Complex Phase 1

Orchard Training Area Boise, Idaho

Project No. PN 160093

Solicitation No. W912J7-11-B-0002

ZGA Project No. 0801.05

NOTICE OF CHANGES:

This Addendum No. Five is hereby made a part of the project requirements and contract documents for the referenced project. Be sure to acknowledge this addendum in your Bid/Proposal Form.

It is the obligation of the General Contractors receiving sub-bids to notify their subcontractors and suppliers of items relating to their bid prior to the bid opening.

SPECIFICATIONS:

1. Section 075323 – Ethylene-Propylene-Diene-Monomer (EPDM) Roofing

In Specification Section 075323 – Ethylene-Propylene-Diene-Monomer (EPDM) Roofing, Part 2 – Products, Paragraph 2.1.A.2, revise the Composite Thickness from 75 mils, nominal (as indicated in Amendment #2, dated 06 July 2011) to 60 mils, nominal and Exposed Face Color from “white on black” to “black”.

2. Section 230100 – HVAC In Specification Section 230100 – HVAC, Paragraph 2.2 Direct Drive Horizontal Fan Coils: Delete Paragraph H, Controls including the ball valves and control valves section. The units shall be piped by the contractor as shown on the details and the control valve shall be provided by the control contractor as indicated on the schedules.

3. Section 262416 – Panelboards

In Specification Section 262416 – Panelboards, Paragraph 2.5 - Panelboard Suppressors: Surge Protection Device specified in paragraph 2.5.B shall be compliant with UL 1449 3rd Edition in lieu of indicated UL 1449 standard.

DRAWINGS:

Landscape

1. Sheet C-106 - Site Grading Plan See attached supplementary sketch of Concrete Paving Joints at Dining Hall Truck Ramp Area. Also refer to Sheets C-106 – Site Grading Plan and A-406-D – Dining Facility Loading Dock Plan and Railing Elevations for details on proposed improvements.

2. Sheets L-101 & L-102 - Landscape Plan Correction to Addendum No. Three, dated 15 July 2011:

On Sheets L-101and L-102 – Landscape Plan: Revise “Note 1” on both L-101 and L-102; Remove sentences two and three. The Government will not provide the black lava rock.

3. Sheet M -513 - HVAC Schedules

On Sheet M -513 - HVAC Schedules: Delete the Variable Frequency Drive Schedule from the project.

4. Sheet M-514 – HVAC Schedules

On Sheet M-514 – HVAC Schedules: Refer to the attached Sketch M-514-R2 for revisions to the Variable Frequency Drive Schedule.

5. Sheet P-211-D – Dining Facility Waste and Vent Piping Plan

On Sheet P-211-D – Dining Facility Waste and Vent Piping Plan, Water and Gas Piping Plan: Provide a stop and drain valve in 2-1/2 inch domestic water line serving the Dining Facility. Refer to the attached sketches P-211-R1 and P-411-R1.

6. Sheet P-211-D – Dining Facility Waste and Vent Piping Plan; Sheets P-311-D and P-312-D – Plumbing Riser Diagrams: and Sheet P-411, Plumbing Details – Water Heater Plumbing Dining Detail “B”

On Sheet P-211-D – Dining Facility Waste and Vent Piping Plan; Sheets P-311-D and P-312-D – Plumbing Riser Diagrams: and Sheet P-411, Plumbing Details – Water Heater Plumbing Dining Detail “B”: Provide domestic water pipe freeze protection for the Dining Facility. Slope all domestic water piping to fixtures with drains. Provide a compressed air fitting on the downstream side of the main water shut-off valve for winterizing of the lines. Verify with Government the type of compressed air fitting required. Provide a sign on wall near compressed air fitting that reads, “COMPRESSED AIR FITTING FOR WINTERIZING OF WATER LINES. MAXIMUM AIR PRESSURE SHALL BE 60 PSI.”. Sign shall be black Formica with white reveal when engraved and minimum 3/16” high lettering. Refer to the attached sketches P-211-R1 and P-313-R1 for revisions.

7. Sheet P-212-B – Barracks Plumbing Ground Floor Water and Gas Plan On Sheet P-212-B – Barracks Plumbing Ground Floor Water and Gas Plan, Water and Gas Piping Plan: Provide a stop and drain valve in 4-inch domestic waterline serving the Barracks. Refer to the attached sketches P-212-R1 and P-411-R1.

8. Sheet P-212-B – Barracks Plumbing Ground Floor Water and Gas Plan; Sheet P-222-B Barracks Plumbing Second Floor Water and Gas Plan; Sheet P-313-B – Plumbing Riser Diagram; and Sheet P-411 – Plumbing Details – Water Heater Piping Barracks Detail “A” On Sheet P-212-B – Barracks Plumbing Ground Floor Water and Gas Plan; Sheet P-222-B Barracks Plumbing Second Floor Water and Gas Plan; Sheet P-313-B – Plumbing Riser Diagram; and Sheet P-411 – Plumbing Details – Water Heater Piping Barracks Detail “A” : Provide domestic water pipe freeze protection for the Barracks. Slope all domestic water piping in the building to fixtures with drains. Provide a compressed air fitting on the downstream side of the main water shut-off valve for winterizing of the lines. Verify with Government the type of compressed air fitting required. Provide a sign on wall near compressed air fitting that reads, “COMPRESSED AIR FITTING FOR WINTERIZING OF WATER LINES. MAXIMUM AIR PRESSURE SHALL BE 60 PSI.”. Sign shall be black Formica with white reveal when engraved and minimum 3/16” high lettering. Refer to the attached sketches P-212-R1 and P-313-R1 for revisions.

9. Sheet P-511- Plumbing Fixture Schedule

On Sheet P-511- Plumbing Fixture Schedule: Shower Trim (SHR-1). Revise the shower trim specification as follows:

Acorn Shower-Ware 538 series, with T/P temperature-pressure balancing mixing valve (ASSE 1016 Compliant), soap dish, penal shower head with 1.4 gpm spray, universal ball joint. Provide Acorn Terrazzo-Ware shower base model SBS-36-3F with integral drain and removable, stainless steel grid strainer. Confirm color of shower base with architect. Confirm exact size of shower base required.

10. Sheet E-211-BP – Barracks Ground Floor Power Plan – Area “A”; Sheet E-212-BP - Barracks Ground Floor Power Plan – Area “B”; Sheet E-221-BP – Barracks Second Floor Power Plan – Area “A”; and Barracks Second Floor Power Plan – Area “B” On Sheet E-211-BP – Barracks Ground Floor Power Plan – Area “A”; Sheet E-212-BP - Barracks Ground Floor Power Plan – Area “B”; Sheet E-221-BP – Barracks Second Floor Power Plan – Area “A”; and Barracks Second Floor Power Plan – Area “B”: All non-locking 125 volt 15 and 20 amp receptacles in Bed Bays and Bed Units shall be tamper-resistant type in accordance with National Electric Code 406.12 and 406.13, 2011 edition.

APPROVALS/SUBSTITUTION REQUESTS:

The following manufacturers have been approved for bidding purposes only. Final approval shall be based upon requirements and compliance with plans and specifications.

Specification

Equipment

Manufacturer of

Reference

Description

Proposed Substitution

074113

Metal Roof Panels

AEP Span Span-Lok hp

220100

Plumbing Fixtures

Willoughby Industries, Inc.

220100

Manual & Sensor Faucets Zurn AquaSpec Division

220100

Hot Water Heating Boilers Hamilton

263100

Photovoltaic Collectors Sharp (Note on all approvals relevant to this specification section: The listing of alternate approved manufacturers with lower efficiency ratings than those of the specified unit does not alleviate the installation from meeting the system DC nameplate rating as designed. Where lesser efficient panels are utilized at the choice of the contractor, the system shall be provided with a sufficient quantity of panels to meet the nameplate values designed for. The system layout shall be similar in nature to that shown on the drawings and validation of the manufacturer’s design/layout shall be completed during the submittal/shop drawing process. If there is not sufficient roof area with the appropriate orientation to populate the additional panels of an alternate manufacturer based on lower efficiency panels, the submittals will be considered for rejection.)

331700

Above Ground Water

Superior Tank Company, Inc.

Utility Storage Tanks (Gasketed joints will be allowed. Please note that storage tank must comply with latest editions of AWWA D100, D102, D103, and C652. Please note that per the specification, tank manufacturer shall provide written documentation that the life expectancy of the steel tank is greater than 50 years, assuming proper maintenance is provided including but not limited to re-coating of the tank per manufacturer’s recommendations. The gaskets will be required to comply with this life expectancy requirement.)

ATTACHMENTS:

1. Ramp Joint Detail

2. Sketch M-514-R2

3. Sketch P-211-R1

4. Sketch P-212-R1

5. Sketch P-312-R1

6. Sketch P-313-R1

END OF ADDENDUM NO. FIVE

(End of Summary of Changes)