am7_W912PL-12-R-0008.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO.

IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

FORT IRWIN REPLACEMENT HOSPITAL, FORT IRWIN,

SAN BERNARDINO COUNTY, CALIFORNIA

Revised Page: See attached SF30 Continuation page.

USACE, Los Angeles District Contracting Division, West Region Branch 915 Wilshire Blvd P. O. Box 532711, Los Angeles, CA 90053-2325

See Item 7.

N/A

N/A

W912PL-12-R-0008

N/A

1 1

02/09/2012

N/A

SF 30 (Continuation Page)

AMENDMENT 7

Fort Irwin Hospital Replacement Fort Irwin, California

NOTICE TO ALL BIDDERS

This Amendment forms a part of the Contract Documents and modifies the original Bidding Documents dated December 2, 2011 and as noted below. This Amendment shall become a part of the Contract Documents to the same extent as though it has been written into the body thereof and bound therein. This Amendment is applicable to the items affected and all bidders are held responsible for the contents herein. Acknowledgement of receipt of this Amendment shall be so noted in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.

Revised Specification Sections

The following revised specification sections, noted as Amendment 7 and as listed below, are to replace the original specification sections from the Bid Documents dated December 2, 2011 or any specification sections from previous Amendments.

Section No. Name of section

The following Sections are revised (i.e. miscellaneous clarifications; issued entire Sections except as noted):

Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES Section 05 59 13.00 50 – TRELLIS FRAMING SYSTEM (includes previous AM-04, AM-05 and AM-06 revisions;

page 2 only); and Section 23 09 23.13 20 – BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC.

END

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 REFERENCES

1.2 GENERAL REQUIREMENTS

1.2.1 Site Plan

1.2.2 Identification of Employees

1.2.3 Employee Parking

1.3 AVAILABILITY AND USE OF UTILITY SERVICES

1.3.1 Payment for Utility Services

1.3.2 Meters and Temporary Connections

1.3.3 Advance Deposit

1.3.4 Final Meter Reading

1.3.5 Sanitation

1.3.6 Telephone

1.4 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

1.4.1 Bulletin Board

1.4.2 Project and Safety Signs

1.4.2.1 Materials

1.4.2.2 Construction

1.4.2.3 Maintenance and Disposal

1.5 PROTECTION AND MAINTENANCE OF TRAFFIC

1.5.1 Access and Haul Roads

1.5.2 Barricades

1.6 CONTRACTOR'S TEMPORARY FACILITIES

1.6.1 Administrative Field Offices

1.6.2 Storage Area

1.6.3 Supplemental Storage Area

1.6.4 Appearance of Trailers

1.6.5 Maintenance of Storage Area

1.7 GOVERNMENT FIELD OFFICE

1.7.1 Resident Engineer's Office

1.7.2 Trailer-Type Mobile Office

1.8 PLANT COMMUNICATION

1.9 TEMPORARY PROJECT SAFETY FENCING

1.10 CLEANUP

1.11 RESTORATION OF STORAGE AREA

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents -

01 50 02- 2 AM07

SECTION 01 50 02 TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. DEPARTMENT OF COMMERCE (DOC) DOC/NIST PS1 (1995) Construction and

Industrial Plywood with Typical APA Trademarks AMERICAN LUMBER STANDARDS

COMMITTEE (ALSC) ALSC PS 20 (2005) American Softwood Lumber Standard ASTM

INTERNATIONAL (ASTM)

ASTM F 547 (2006) Nails for Use with Wood and Wood-Base Materials

U.S. ARMY CORPS OF ENGINEERS (USACE)

1.2 GENERAL REQUIREMENTS

1.2.1 Site Plan

The Contractor shall prepare a site plan indicating the proposed location and dimensions of any area to be fenced and used by the Contractor, the number of trailers to be used, avenues of ingress/egress to the fenced area and details of the fence installation. Any areas which may have to be graveled to prevent the tracking of mud shall also be identified. The Contractor shall also indicate if the use of a supplemental or other staging area is desired.

1.2.2 Identification of Employees

The Contractor shall be responsible for furnishing to each employee and for requiring each employee engaged on the work to display identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

1.2.3 Employee Parking

Contractor employees shall park privately owned vehicles in an area designated by the Contracting Officer. This area will be within reasonable

EP 310-1-6a (2006) Sign Standards Manual, VOL 1 EP 310-1-6b (2006) Sign Standards Manual, VOL 2

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walking distance of the construction site. Contractor employee parking shall not interfere with existing and established parking requirements of the military installation.

1.3 AVAILABILITY AND USE OF UTILITY SERVICES

1.3.1 Payment for Utility Services

The Government will make all reasonably required utilities available to the Contractor from existing outlets and supplies, as specified in the contract.

Unless otherwise provided in the contract, the amount of each utility service consumed shall be charged to or paid for by the Contractor at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates determined by the Contracting Officer. The Contractor shall carefully conserve any utilities furnished without charge.

1.3.2 Meters and Temporary Connections

The Contractor, at its expense and in a manner satisfactory to the Contracting Officer, shall provide and maintain necessary temporary connections, distribution lines, meters and meter bases required to measure the amount of each utility used for the purpose of determining charges (power) and then also for historical data. The Contractor shall notify the Contracting Officer, in writing, 15 working days before final electrical connection is desired so that a utilities contract can be established. The Contractor shall make the final hot connection after inspection and approval of the Contractor's temporary wiring installation by SCE and the Government Representative. Compliance with EM 385-1-1 is required.

1.3.3 Advance Deposit

An advance deposit for utilities consisting of an estimated month's usage or a minimum of $100.00 will be required. The last monthly bills for the fiscal year will normally be offset by the deposit and adjustments will be billed or returned as appropriate. Services to be rendered for the next fiscal year, beginning 1 October, will require a new deposit. Notification of the due date for this deposit will be mailed to the Contractor prior to the end of the current fiscal year.

1.3.4 Final Meter Reading

Before completion of the work and final acceptance of the work by the Government, the Contractor shall notify the Contracting Officer, in writing, 15 working days before termination is desired. The Government will take a final meter reading, disconnect service, and remove the meters. The Contractor shall then remove all the temporary distribution lines, meter bases, and associated paraphernalia. The Contractor shall pay all outstanding utility bills before final acceptance of the work by the Government.

1.3.5 Sanitation

The Contractor shall provide and maintain within the construction area

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minimum field-type sanitary facilities approved by the Contracting Officer.

Government toilet facilities will not be available to Contractor's personnel. Compliance with EM 385-1-1 is required.

1.3.6 Telephone

The Contractor shall make arrangements and pay all costs for telephone facilities desired.

1.4 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

Provide project, safety, bulletin board, and hard hat signs at locations designated by the Contracting Officer. The Construction Project Signs requirements are shown in Section 16 of EP 310-1-6a and specified in EP 310- 1-6b Appendix B. Erect signs within 15 days after receipt of the notice to proceed. In addition, the Contractor will provide a sign with the same specifications as the "Project Sign" which will show a color rendering of the new Hospital. The Government will provide a .jpg file of the rendering.

1.4.1 Bulletin Board

Immediately upon beginning of work, provide a weatherproof glass-covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer. Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

TEMPORARY SIGNAGE

Sign Sign Numbe r

Pan el

Pos t

Specificatio n

Mounting Color Bkg/Lgd

Type of Siz e

Siz e

Code Height

Signs Project Sign

CID-

1 4'x 6'

4"x 4"

HDO-3 48 inches WH-RD/BK

Safety Sign

CID-

1 4’x 4’

4"x 4"

HDO-3 48 inches WH/BK-SG

Hard Hat

SDA-

2'x 2'

4"x 4"

HDO-5 48 inches SR-SW/SK

Signs each

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1.4.2 Project and Safety Signs

1.4.2.1 Materials

(1) Lumber shall conform to ALSC PS 20 and grading rules of applicable grading agencies, WCLIB or WWPA. Grade shall be "Standard" or better Douglas Fir, S4S and shall be stamped S-Dry.

(2) Plywood: Plywood shall conform to DOC/NIST PS1, Grade AC, Group 1, Exterior.

(3) Bolts, Nuts and Nails: Bolts and nuts shall be galvanized, and type, and size best suited for intended for use. Nails shall conform to ASTM F 547.

(4) Paint: Type of paint for primer, finish coats, and lettering, shall be as indicated on the attached standard drawing, Project Sign, paragraph PAINTING.

The color of signs and lettering shall be as directed by the Contracting Officer. Safety signs shall be painted in the same colors as the project sign.

Hard hat signs shall be painted as indicated on the attached drawing.

(5) Decals: Corps of Engineers castle decal called for on the signs will be furnished by the Government.

1.4.2.2 Construction

(1) Signs shall be constructed as detailed in EP 310-1-6a.

(2) Painting: All exposed surfaces and edges of plywood shall be given one coat of linseed oil and be wiped prior to applying primer. All exposed surfaces of signs and supports shall be given one coat of primer and one finish coat as indicated. All lettering shall be sized as indicated. Width of letter stroke shall be 1/6 of the letter height, except as noted.

1.4.2.3 Maintenance and Disposal

Maintain the signs in good condition throughout the life of the project.

Signs shall remain the property of the Contractor and upon completion of the project they shall be removed from the site.

1.5 PROTECTION AND MAINTENANCE OF TRAFFIC

During construction the Contractor shall provide access and temporary relocated roads as necessary to maintain traffic. The Contractor shall maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer.

Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs, shall be as required by the State and local authorities having jurisdiction. The traveling public shall be protected from damage to person and property. The Contractor's traffic on roads selected for hauling material to and from the site shall interfere as little as possible with public traffic. The Contractor shall investigate the adequacy of existing roads and the allowable load limit on these roads. The Contractor shall be responsible for the repair of any damage to roads caused by construction operations.

1.5.1 Access and Haul Roads

The Contractor shall, at its own expense, construct access and haul roads

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necessary for proper prosecution of the work under this contract. Haul roads shall be constructed with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic shall be avoided. The Contractor shall provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, shall be adequate to ensure safe operation at all times.

Location, grade, width, and alignment of construction and hauling roads shall be subject to approval by the Contracting Officer. Lighting shall be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations. Upon completion of the work, access and haul roads designated by the Contracting Officer shall be removed.

1.5.2 Barricades

The Contractor shall erect and maintain temporary barricades to limit public access to hazardous areas. Such barricades shall be required whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic. Barricades shall be securely placed, clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

1.6 CONTRACTOR'S TEMPORARY FACILITIES

1.6.1 Administrative Field Offices

The Contractor shall provide and maintain administrative field office facilities within the construction area at the designated site. Government office and warehouse facilities will not be available to the Contractor's personnel.

1.6.2 Storage Area

The Contractor shall construct a temporary (6 foot) high chain link fence around trailers and materials. The fence shall include plastic strip inserts, colored brown, so that visibility through the fence is obstructed.

Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Trailers, materials, or equipment shall not be placed or stored outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the military boundaries. Trailers, equipment, or materials shall not be open to public view with the exception of those items which are in support of ongoing work on any given day. Materials shall not be stockpiled outside the fence in preparation for the next day's work. At the end of each work day mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment, shall be parked within the fenced area.

1.6.3 Supplemental Storage Area

Upon Contractor's request, the Contracting Officer will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but shall be within the military boundaries. Fencing of

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materials or equipment will not be required at this site; however, the Contractor shall be responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area.

Utilities will not be provided to this area by the Government.

1.6.4 Appearance of Trailers

Trailers utilized by the Contractor for administrative or material storage purposes shall present a clean and neat exterior appearance and shall be in a state of good repair. Trailers which, in the opinion of the Contracting Officer, require exterior painting or maintenance will not be allowed on the military property.

1.6.5 Maintenance of Storage Area

Fencing shall be kept in a state of good repair and proper alignment. Should the Contractor elect to traverse with construction equipment or other vehicles grassed or unpaved areas which are not established roadways, such areas shall be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways; gravel gradation shall be at the Contractor's discretion. Grass located within the boundaries of the construction site shall be mowed for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers shall be edged or trimmed neatly.

1.7 GOVERNMENT FIELD OFFICE

1.7.1 Resident Engineer's Office

The contractor shall furnish a temporary office and furniture matching the attached floor plan. Minor changes to the floor plan may be made to accommodate necessary walls, plumbing, etc. The spaces must ultimately be sized to accommodate the included furniture requirements and list of equipment. The temporary office shall be located as indicated on the drawings and as directed by the Contracting Officer. The Resident Engineer's Office shall be reserved for Government personnel only.

The contractor shall furnish heated and cooled bottled drinking water, thermostatically controlled space heat, ventilation, and air conditioning, electric light (suitable for an office environment), electricity, and toilet facilities. The toilet facilities shall be complete with hot and cold running potable water, sewer, and power bathroom ventilation. A break room shall be furnished with the same, as applicable. Utilities shall be connected and disconnected by the contractor in accordance with the current version of EM 385-1-1, local codes, and to the satisfaction of the Contracting Officer. All facilities for stage 1 and 2 shall be ADA compliant.

Water and sewer services to temporary government construction offices. For the Green Acres area (site map attached) the utility services for power, communication, sewer and water are all within 50 feet of the trailer site and will be connected as stated above. For the temporary government trailers located at the hospital site, the contractor will be allowed to bring the permanent utilities on site for the hospital project before connection to the temporary trailers. The contractor is not required to bring temporary sewer

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and water utility lines from offsite specifically for the government trailers, until these utility lines are located on the project site. However, the contractor will supply adequate portable toilets and bottled water for government personnel working within the trailers until the connection to sewer and water are made. There will be no charge for the use of temporary water or sewer for this project. Water and sewer connections will be coordinated with the USACE construction representative and the Fort Irwin COR for DPW, POC Chris Woodruff, 760-380-4987.

Power and communications for the temporary government construction offices at the Hospital project site will need to be connected as soon as the trailers are residing at the site.

Power connection is located approximately 2500 feet from the project site at the corner of Barstow Rd and Ninth Street (see attached drawing). The stub out can be used to bring temporary primary power to the site The primary power will be installed and coordinated with SCE, but will be paid for by the contractor. Power useage fees are below and will be paid for by the contractor over the life of the project. The power will be coordinated with the USACE construction representative and Fort Irwin COR for DPW, Chris Woodruff, 760-380-4987. The rates for power are:

Government Customers – $0.1025 per KWH

Non-Government Customers - $0.1059 per KWH

Communications connection is located at MH 11-2A which is on the corner of Barstow rd and ninth street. From this point the contractor can use existing ductwork to route temporary cable to MH 6H located on Ave B (attached). This distance is approximately 1775 feet. From MH 6A the contractor can cross Ave B directly to the lower area of the site. It is another 2400 feet from this point to the project site. There is 100 copper pairs available at MH 11-2A for use at the project site for temporary construction use. Coordination for the telecommunications service to temporary construction offices will be coordinated with the USACE construction representative and the Ft. Irwin Signal Network Enterprise Center (NEC). POC for this is David Weatherman, 760-380-2118.

There are currently no hookup fees or permits required per DPW.

Stages:

1. 4 single wide (14 FTX 60FT) (Green Acres Area as identified on sheet GI011) shall be constructed as a single unit (stage 1) within 30 days after NTP is issued (see attachment 1 for Floor plan). Contractor shall relocate this unit adjacent to the 11 single wide trailer within 2 weeks after the government personnel relocate from the 4 single wide to the 11 single wide trailers. The contractor shall remove the 4 single wide trailers from the site no sooner than 180 calendar days after completion of the project.

2. 11 single wide (12 FTX60 FT) (Project Site as identified on sheet, GI011) shall be constructed as a single unit (stage 2) within 60 days after NTP is issued and as soon as the project site is ready for occupancy (see attachment 2 for Floor plan) and will remain onsite through completion of the project.

Provide, a gravel parking area for 50 vehicles and reserved for the sole use of the Government. Access from the parking area to the office shall be by

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elevated walkway or concrete sidewalks. The steps and landings at the doors shall be substantial. All facility access doors shall have substantial locks.

Provide photocell activated exterior building lighting at all building entrances

Both phases shall be laid out per the attached floor plan and furnished with the following installed items (see attachment 3 for typical office furniture):

43 - Modular office furniture E0090 BASE UNITS (Free Standing) 43 - Modular office furniture E0084 UPPER UNITS (Free Standing) 08 - Modular office furniture E0063 WALL MOUNTED UNITS (Coord. wi E0072) 08 - Modular office furniture E0072 8'-3" WALL MOUNTED UNITS (Coord. wi E0063) 03 - Modular office furniture E0105 RECEPTION DESKS WITH COUNTERS (see descriptions) 54 - Modular office furniture OFFICE DESK CHAIRS, 4 or 5 wheel, adjustable back, seat and arm rests, adjustable tension for back recline, and adjustable height. Fabric or net seat and back.

52 - DESK WASTE BASKETS

08 - 36"xI8"x72" SHELVING UNIT 07 - 36"xI8"x72" WIRE MESH, DOUBLE DOOR, LOCKABLE SHELVING UNIT 10 - 32"x72" FOLDING TABLES

40- INDNIDUAL OFFICE CHAIRS

02- SOFA COUCH FOR THE LOBY AREA

50- INDIVIDUAL CONFERENCE CHAIRS

01 - LARGE CONFERENCE TABLE TO ACCOMMODATE 30 Personnel for stage 1 RE facility 02 - CONFERENCE TABLE TO ACCOMMODATE 10 persons each for stage 2 RE facility 02 - 24"x24" LOBBY SIDE TABLES 02 - 36"x72" CORK BOARDS 15 - 48"x72" WHITE BOARDS WITH TRAY

04 - 36" WIDE PLAN RACKS 12 - 36" WIDE 5 DRAWERS LEGAL LATERAL LOCKABLE FILE

CABINETS

08 - 24"x24" RECYCLING CONTAINERS 01 - 24"x24" TRASH CONTAINER 06 - 12"xI8"x72" SHELVING CABINET W / DOOR FOR RESTROOM SUPPLIES

03 - HVY DTY MULTI-LEVEL SHELVING ON PERIMETER OF STORAGE RMS

01 - 4'x8' SHT FIRE RATED PLYWOOD ON REAR WALL OF COMM ROOM

02 - FILE ROOM FOOT STOQLS

03 - FULL SIZE REFRIDGERATOR/FREEZER

03 - FULL SIZE MICROWAVE

03 - DOUBLE STAINLESS STEEL SINK

03 - SMALL DISHWASHER FOR DRINKWARE

03 - 12 CUP COFFEE POT

01 - CONFERENCE SIZE COFFEE POT

03 - BOTTLED WATER COOLER WITH HOT AND COLD FAUCETS

01 - COUNTERTOP SPACE AS SHOWN IN FLOORPLAN

03 - HEAVY DUTY PAPER SHREDDER

The above quantity of white boards, one shall be mounted in each private office with larger desks, two shall be mounted in each conference room, one shall be mounted near each admin area, and one shall be mounted near each cubicle area. Locations of all white boards shall be approved by the Contracting Officer. Provide the number of data communication outlets in each office and as indicated by the KO. All electrical circuits shall comply with the current version of the NEC. Provide one duplex electrical

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outlet on each wall of each office. Provide one duplex electrical outlet per 10 linear feet of wall space throughout the facility. All systems furniture shall be wired to accommodate a typical administrative workstation computer/phone/hardware/device power needs. Provide a duplex data communication and electrical outlet in the center of each conference room as shown on the floor plan. In each conference room, provide NEW

CONFERENCE ROOM TABLES AND CHAIRS WITH WHEELS, SIZED TO ACCOMMODATE THE

SPACE. Provide NEW STACKABLE STATIONARY CHAIRS along each long wall of each conference room. Conference room tables may be a series of small tables with interlocking capabilities or of substantial construction to support a smooth work surface when abutted. Provide windows as shown on the attached floor plan. Facility shall utilize VCT flooring in all areas except conference rooms. Conference rooms shall have carpet tile. The contractor shall provide janitorial service and janitorial consumables. Janitorial service shall be after normal hours.

Note: For stage 1 4 wide trailer, the attachment 1 floor plan is for information only. Contractor shall install the following furniture, as listed above, in stage 1:

12 - Modular office furniture E0090 BASE UNITS (Free Standing) 12 - Modular office furniture E0084 UPPER UNITS (Free Standing) 01 - LARGE CONFERENCE TABLE TO ACCOMMODATE 30 Personnel for stage 1 RE facility 01 - CONFERENCE TABLE TO ACCOMMODATE 10 persons

50- INDIVIDUAL CONFERENCE CHAIRS

01 - Modular office furniture E0105 RECEPTION DESKS WITH COUNTERS

14 - DESK WASTE BASKETS

01 - HEAVY DUTY PAPER SHREDDER

02 - 24"x24" RECYCLING CONTAINERS 01 - 24"x24" TRASH CONTAINER 02 - 12"xI8"x72" SHELVING CABINET W / DOOR FOR RESTROOM SUPPLIES

01 - 12 CUP COFFEE POT

01 - CONFERENCE SIZE COFFEE POT

01 - BOTTLED WATER COOLER WITH HOT AND COLD FAUCETS

01 - 4'x8' SHT FIRE RATED PLYWOOD ON REAR WALL OF COMM ROOM

02 - FILE ROOM FOOT STOQLS

Data Communication

The government will provide a WAN connection and furnish data lines to the both phase 1 and 2 site offices COM ROOM, as shown in the floor plan. The contractor shall furnish telephone and fax lines to the COE site offices COMM ROOM capable of supporting of 13 separate phones and 3 fax machines. The telephone line shall be "full service" including long distance capabilities.

The fax line shall be "full service" including long distance. In the event of a failure of the telephone or fax line, the contractor shall be responsible for repair and/or replacement in no more than 48 hours after the failure.

The contractor shall provide all data wiring Category 5E or better. Wiring shall be home run configuration from the COMM ROOM for each identified drop and terminated at an RJ-45 box suitable for connection of a patch cord.

Termination in the COM ROOM shall be on a RJ45 patch panel mounted to the plywood wall identified on the floor plan. Patch panel location shall be coordinated with the Contracting Officer. Patch cords shall be CAT 5E or

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better, and terminated in accordance with EWTIA 568B. Analog telephone and fax lines shall be terminated on a 110 block mounted to the plywood wall as located by the Contracting Officer.

1.8 PLANT COMMUNICATION

Whenever the Contractor has the individual elements of its plant so located that operation by normal voice between these elements is not satisfactory, the Contractor shall install a satisfactory means of communication, such as telephone or other suitable devices. The devices shall be made available for use by Government personnel.

1.9 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, the Contractor shall furnish and erect temporary project safety fencing at the work site. The safety fencing shall be a high visibility orange colored, high density polyethylene grid or approved equal, a minimum of (72 inches) high, supported and tightly secured to steel posts located on maximum (10 foot) centers, constructed at the approved location.

The safety fencing shall be maintained by the Contractor during the life of the contract and, upon completion and acceptance of the work, shall become the property of the Contractor and shall be removed from the work site.

1.10 CLEANUP

Construction debris, waste materials, packaging material and the like shall be removed from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways shall be cleaned away. Materials resulting from demolition activities which are salvageable shall be stored within the fenced area described above or at the supplemental storage area. Stored material not in trailers, whether new or salvaged, shall be neatly stacked when stored.

1.11 RESTORATION OF STORAGE AREA

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil and seeding as necessary.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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FORT IRWIN HOSPITAL REPLACEMENT 1786

ASTM D 1187 (1997; R 2002e1) Asphalt-Base Emulsions for Use as Protective Coatings for Metal

ASTM D 2244 (2009b) Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates

ASTM D 4214 (2007) Standard Test Method for Evaluating the Degree of Chalking of Exterior Paint Films

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2009; Errata First Printing) International Building Code

MASTER PAINTERS INSTITUTE (MPI)

MPI 79 (Oct 2009) Alkyd Anti-Corrosive Metal Primer

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 701 (1999) Fire Tests for Flame Propagation of Textiles and Films

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2007; Change 1) Seismic Design for Buildings

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS FF-S-325 (Int Amd 3) Shield, Expansion; Nail, Expansion; and Nail, Drive Screw (Devices, Anchoring, Masonry)

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED (2002; R 2007) Leadership in Energy and Environmental DesignTM Green Building Rating System for New Construction (LEED-NC), Version 2009

1.2 DESCRIPTION

1.2.1 Trellis Framing System

Trellis framing system consists of components specified herein, related components specified in other Sections, related ancillary items as required, and as indicated on drawings for the Roof Terraces, Circular Trellis and Lower Canopy Entry. Trellis Framing system shall be coordinated by one Fabricator responsible for compliance with specified requirements without failure due to defective manufacture, fabrication, installation or other defects in construction. Fabricator shall be single source responsible party for the complete trellis framing system.

SECTION 05 59 13.00 50 Page 2 Amendment-7

THIS SECTION CONTAINS PROPRIETARY ITEMS

SECTION 23 09 23.13 20

BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC 08/09

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL (AMCA)

AMCA 500-D (1998) Laboratory Methods of Testing Dampers for Rating

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI/ATA 878.1 (1999) ARCNET - Local Area Network: Token Ring

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 135 (2008; Addenda J,L,Q,R,S,V 2009; Errata 1 & 2 2009:INT 1 & 2 2009) BACnet—A Data Communication Protocol for Building Automation and Control Networks

ASME INTERNATIONAL (ASME)

ASME B16.5 (2009) Standard for Pipe Flanges and Flanged Fittings: NPS 1/2 Through NPS 24

ASME B31.1 (2007; Addenda a-2008) Power Piping

ASME B40.100 (2005) Pressure Gauges and Gauge Attachments

ASTM INTERNATIONAL (ASTM)

ASTM A 126 (2004) Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings

ASTM B 117 (2009) Standing Practice for Operating Salt Spray (Fog) Apparatus

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C62.41.1 (2002; R 2008) Guide on the Surges Environment in Low-Voltage (1000 V and Less) AC Power Circuits

SECTION 23 09 23.13 20 Page 1

IEEE C62.41.2 (2002) Recommended Practice on Characterization of Surges in Low-Voltage (1000 V and Less) AC Power Circuits

IEEE C62.45 (2002; R 2008) Recommended Practice on Surge Testing for Equipment Connected to Low-Voltage (1000v and less)AC Power Circuits

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

ISO/IEC 8802 (2000) Telecommunications and Information Exchange Between Systems

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ST 1 (1988; R 1994; R 1997) Specialty Transformers (Except General Purpose Type)

NEMA 1 Electrical enclosures are typically used for protecting controls and terminations from objects and personnel.

NEMA 4 (2008) Electrical Enclosures

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2008; AMD 1 2008) National Electrical Code

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1966 (2005) HVAC Duct Construction Standards Metal and Flexible, 3rd Edition

UNDERWRITERS LABORATORIES (UL)

UL 1449 (2006; R 1998 thru 2009) Standard for Surge Protective Devices

UL 508 (1999; R 1999 thru 2008) Standard for Industrial Control Equipment

UL 508A (2001; R 2003 thru 2009) Standard for Industrial Control Panels

UL 916 (2007; R 2009) Standard for Energy Management Equipment

1.2 DEFINITIONS

1.2.1 ANSI/ASHRAE Standard 135

ANSI/ASHRAE Standard 135: BACnet - A Data Communication Protocol for Building Automation and Control Networks, referred to as "BACnet". ASHRAE developed BACnet to provide a method for diverse building automation devices to communicate and share data over a network.

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1.2.2 ARCNET

ANSI/ATA 878.1 - Attached Resource Computer Network. ARCNET is a deterministic LAN technology; meaning it's possible to determine the maximum delay before a device is able to transmit a message.

1.2.3 BACnet

Building Automation and Control Network; the common name for the communication standard ASHRAE 135. The standard defines methods and protocol for cooperating building automation devices to communicate over a variety of LAN technologies.

1.2.4 BACnet/IP

An extension of BACnet, Annex J, defines this mechanism using a reserved UDP socket to transmit BACnet messages over IP networks. A BACnet/IP network is a collection of one or more IP subnetworks that share the same BACnet network number. See also "BACnet Broadcast Management Device".

1.2.5 BACnet Internetwork

Two or more BACnet networks, possibly using different LAN technologies, connected with routers. In a BACnet internetwork, there exists only one message path between devices.

1.2.6 BACnet Network

One or more BACnet segments that have the same network address and are interconnected by bridges at the physical and data link layers.

1.2.7 BACnet Segment

One or more physical segments of BACnet devices on a BACnet network, connected at the physical layer by repeaters.

1.2.8 BBMD

BACnet Broadcast Management Device (BBMD). A communications device, typically combined with a BACnet router. A BBMD forwards BACnet broadcast messages to BACnet/IP devices and other BBMDs connected to the same BACnet/IP network. Every IP subnetwork that is part of a BACnet/IP network must have only one BBMD. See also "BACnet/IP".

1.2.9 BAS

Building Automation Systems, including DDC (Direct Digital Controls) used for facility automation and energy management.

1.2.10 BAS Manufacturer

The regional or local user responsible for managing all aspects of the BAS operation, including: network connections, workstation management, submittal review, technical support, control parameters, and daily operation.

1.2.11 BIBBs

BACnet Interoperability Building Blocks. A collection of BACnet services

SECTION 23 09 23.13 20 Page 3 used to describe supported tasks. BIBBs are often described in terms of "A" (client) and "B" (server) devices. The “A” device uses data provided by the "B" device, or requests an action from the “B” device.

1.2.12 BI

BACnet International, formerly two organizations: the BACnet Manufacturers Association (BMA) and the BACnet Interest Group - North America (BIG-NA).

1.2.13 BI/BTL

BACnet International/BACnet Testing Laboratories (Formerly BMA/BTL). The organization responsible for testing products for compliance with the BACnet standard, operated under the direction of BACnet International.

1.2.14 Bridge

Network hardware that connects two or more network (or BACnet internetwork) segments at the physical and data link layers. A bridge may also filter messages.

1.2.15 Broadcast

A message sent to all devices on a network segment.

1.2.16 Device

Any control system component, usually a digital controller, that contains a BACnet Device Object and uses BACnet to communicate with other devices.

See also "Digital Controller".

1.2.17 Device Object

Every BACnet device requires one Device Object, whose properties represent the network visible properties of that device. Every Device Object requires a unique Object Identifier number on the BACnet internetwork.

This number is often referred to as the device instance.

1.2.18 Device Profile

A collection of BIBBs determining minimum BACnet capabilities of a device, defined in ASHRAE Standard 135-2004, Annex L. Standard device profiles include BACnet Operator Workstations (B-OWS), BACnet Building Controllers (B-BC), BACnet Advanced Application Controllers (B-AAC), BACnet Application Specific Controllers (B-ASC), BACnet Smart Actuator (B-SA), and BACnet Smart Sensor (B-SS). Each device used in new construction is required to have a PICS statement listing BIBBs supported.

1.2.19 Digital Controller

An electronic controller, usually with internal programming logic and digital and analog input/output capability, which performs control functions. In most cases, synonymous with a BACnet device described in this specification. See also "Device".

1.2.20 Direct Digital Control (DDC)

Digital controllers performing control logic. Usually the controller directly senses physical values, makes control decisions with internal

SECTION 23 09 23.13 20 Page 4 programs, and outputs control signals to directly operate switches, valves, dampers, and motor controllers.

1.2.21 DDC System

A network of digital controllers, communication architecture, and user interfaces. A DDC system may include programming, sensors, actuators, switches, relays, factory controls, operator workstations, and various other devices, components, and attributes.

1.2.22 Ethernet

A family of local-area-network technologies providing high-speed networking features over various media.

1.2.23 Firmware

Software programmed into read only memory (ROM), flash memory, electrically erasable programmable read only memory (EEPROM), or erasable programmable read only memory (EPROM) chips.

1.2.24 Gateway

Communication hardware connecting two or more different protocols, similar to human language translators. The Gateway translates one protocol into equivalent concepts for the other protocol. In BACnet applications, a gateway has BACnet on one side and non-BACnet (usually proprietary) protocols on the other side.

1.2.25 Half Router

A device that participates as one partner in a BACnet point-to-point (PTP) connection. Two half-routers in an active PTP connection combine to form a single router.

1.2.26 Hub

A common connection point for devices on a network.

1.2.27 Internet Protocol (IP, TCP/IP, UDP/IP)

A communication method, the most common use is the World Wide Web. At the lowest level, it is based on Internet Protocol (IP), a method for conveying and routing packets of information over various LAN media. Two common protocols using IP are User Datagram Protocol (UDP) and Transmission Control Protocol (TCP). UDP conveys information to well-known "sockets" without confirmation of receipt. TCP establishes "sessions", which have end-to-end confirmation and guaranteed sequence of delivery.

1.2.28 Input/Output (I/O)

Physical inputs and outputs to and from a device, although the term sometimes describes software, or "virtual" I/O. See also "Points".

1.2.29 I/O Expansion Unit

An I/O expansion unit provides additional point capacity to a digital controller.

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1.2.30 IP subnet

Internet protocol (IP) identifies individual devices with a 32-bit number divided into four groups from 0 to 255. Devices are often grouped and share some portion of this number. For example, one device has IP address

209.185.47.68 and another device has IP address 209.185.47.82. These two devices share Class C subnet 209.185.47.00.

1.2.31 Local-Area Network (LAN)

A communication network that spans a limited geographic area and uses the same basic communication technology throughout.

1.2.32 LonTalk

ANSI/EIA 709. A communication protocol developed by Echelon Corp. LonTalk is an optional physical and data link layer for BACnet.

1.2.33 MAC Address

Media Access Control address. The physical node address that identifies a device on a Local Area Network.

1.2.34 Master-Slave/Token-Passing (MS/TP)

ISO/IEC 8802 (Part 3). One of the LAN options for BACnet. MSTP uses twisted-pair wiring for relatively low speed and low cost communication (up to 4,000 ft at 76.8K bps).

1.2.35 Native BACnet Device

A device that uses BACnet as its primary, if not only, method of communication with other BACnet devices without intermediary gateways. A system that uses native BACnet devices at all levels is a native BACnet system.

1.2.36 Network

Communication technology for data communications. BACnet approved network types are BACnet over Internet Protocol (IP), Point to Point (PTP) Ethernet, ARCNET, MS/TP, and LonTalk®.

1.2.37 Network Number

A site-specific number assigned to each network segment to identify for routing. This network number must be unique throughout the BACnet internetwork.

1.2.38 Object

The concept of organizing BACnet information into standard components with various associated properties. Examples include analog input objects and binary output objects.

1.2.39 Object Identifier

An object property used to identify the object, including object type and instance. Object Identifiers must be unique within a device.

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1.2.40 Object Properties

Attributes of an object. Examples include present value and high limit properties of an analog input object. Properties are defined in ASHRAE 135; some are optional and some are required. Objects are controlled by reading from and writing to object properties.

1.2.41 Peer-to-Peer

Peer-to-peer refers to devices where any device can initiate and respond to communication with other devices.

1.2.42 Performance Verification Test (PVT)

The procedure for determining if the installed BAS meets design criteria prior to final acceptance. The PVT is performed after installation, testing, and balancing of mechanical systems. Typically the PVT is performed by the Contractor in the presence of the Government.

1.2.43 PID

Proportional, integral, and derivative control; three parameters used to control modulating equipment to maintain a setpoint. Derivative control is often not required for HVAC systems (leaving "PI" control).

1.2.44 PICS

Protocol Implementation Conformance Statement (PICS), describing the BACnet capabilities of a device. See BACnet, Annex A for the standard format and content of a PICS statement.

1.2.45 Points

Physical and virtual inputs and outputs. See also "Input/Output".

1.2.46 PTP

Point-to-Point protocol connects individual BACnet devices or networks using serial connections like modem-to-modem links.

1.2.47 Repeater

A network component that connects two or more physical segments at the physical layer.

1.2.48 Router

A BACnet router is a component that joins together two or more networks using different LAN technologies. Examples include joining a BACnet Ethernet LAN to a BACnet MS/TP LAN.

1.2.49 Stand-Alone Control

Refers to devices performing equipment-specific and small system control without communication to other devices or computers for physical I/O, excluding outside air and other common shared conditions. Devices are located near controlled equipment, with physical input and output points limited to 64 or less per device, except for complex individual equipment or systems. Failure of any single device will not cause other network

SECTION 23 09 23.13 20 Page 7 devices to fail. BACnet "Smart" actuators (B-SA profile) and sensors (B-SS profile) communicating on a network with a parent device are exempt from stand-alone requirements.

1.3 SUBCONTRACTOR SPECIAL REQUIREMENTS

Perform all work in this section in accordance with the paragraph entitled "Subcontractor Special Requirements" in Section 01 30 00 ADMINISTRATIVE REQUIREMENTS. The paragraph specifies that all contract requirements of this section shall be accomplished directly by a first tier subcontractor.

No work required shall be accomplished by a second tier subcontractor.

1.4 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC DESCRIPTION

a. Provide new BACnet control system for the Hospital/Clinic/CUP and modify existing and the Mary Walker Clinic renovations DDC systems including associated equipment and accessories as indicated for renovations. The new Hospital/Clinic/CUP must be able to retain ability to archive system alarms, trends, and events from Mary Walker and Shuttleworth Clinics to a centralized data base located in the new Hospital/Clinic/CUP. All new devices are accessible using a Web browser interface and communicate using ASHRAE 135 BACnet communications without the use of gateways, unless gateways are shown on the design drawings and specifically requested by the Government.

Where gateways are allowed, they must support ASHRAE 135, including all object properties and read-write services shown on Government approved interoperability schedules. Manufacturer's products, including design, materials, fabrication, assembly, inspection, and testing shall be in accordance with ASHRAE 135, ASME B31.1, and NFPA 70, except where indicated otherwise.

b. The existing DDC system on Baseat Mary Walker and Shuttleworth Clinic is manufactured by Johnson Control Metasys. Subject to compliance with the requirements of this section, provide system manufactured by Johnson Controls Metasys. The new DDC system, as work of this section, shall be compatible with existing system, and enable seamless communication between the new system installed and the existing system installed on Baseat Mary Walker and Shuttleworth Clinic. The new system is required to be BACnet ASHRAE 135 compliant.

c. Provide a networked DDC system for stand alone control and capable of downloading programs between the existing workstation and digital controllers at the Hospital and Mary Walker Clinic.Provide a complete networked DDC system, including server, that provides graphics and archive repository data base for standalone controllers and capable of downloading programs between new server and digital…