W9123612B00100002.pdf

W26GLG20657052

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W91236-12-B-0010, Aviation Training Facility, Joint Base Langley-Eustis, Virginia is amended as follow s:

See Continuation Page

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 05-Apr-2012

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W91236-12-B-0010

X 9B. DATED (SEE ITEM 11)

20-Mar-2012

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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 you 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

05-Apr-2012

CODE

USA ENGINEER DISTRICT, NORFOLK

CONTRACTING OFFICE

803 FRONT STREET

NORFOLK VA 23510-1096

W91236 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W91236-12-B-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS & NOTICES TO OFFERORS

The following items represent changes to the contract scope. These changes apply across the entire solicitation.

1. Add Specification Section 08 45 23 INSULATED TRANSLUCENT FIBERGLASS WALL PANEL

ASSEMBLIES.

2. Delete the Project Table of Contents in its entirety and replace with the revised Project Table of Contents.

3. Site Visit Attendance Sheet is attached (2 pages).

JBLE ATF 59005

SECTION 08 45 23

INSULATED TRANSLUCENT FIBERGLASS WALL PANEL ASSEMBLIES

05/11

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 within the text by the basic designation only.

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 2604 High Performance Organic Coatings on Aluminum Extrusions and Panels.

ASTM INTERNATIONAL (ASTM)

ASTM C 297 Tensile Strength of Flat Sandwich Constructions in Flatwise Plane.

ASTM D 635 Rate of Burning and/or Extent and Time of Burning of Self-Supporting Plastics in a Horizontal Position.

ASTM D 1002 (2010) Apparent Shear Strength of Single-Lap-Joint Adhesively Bonded Metal Specimens by Tension Loading (Metal-to-Metal)

ASTM D 1037 Evaluating tensil bond strength Properties of Panel Materials.

ASTM D 1929 Ignition Properties of Plastics.

ASTM D 2244 Calculation of Color Differences from Instrumentally Measured Color Coordinates.

ASTM E 72 Conducting Strength Tests of Panels for Building Construction.

ASTM E 283 Determining the Rate of Air Leakage through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen.

ASTM E 330 (2002; R 2010) Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E 331 Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference.

SECTION 08 45 23 Page 1

UNDERWRITERS LABORATORIES (UL)

UL 723 (2008) Test for Surface Burning Characteristics of Building Materials

UL 972 Impact - Resisting Glazing Material.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Product Data; G, DO

Submit manufacturer's data sheets on each product to be used, including:

Preparation instructions and recommendations.

Storage and handling requirements and recommendations.

Installation methods.

Maintenance instructions.

SD-02. Shop Drawings; G, DO

Include plans, elevations, sections, and details, indicating dimensions, tolerances, profiles, connections, provisions for expansion and contraction, drainage, flashing, finish, and glazing.

SD-03 LEED Submittals; G

List of proposed materials with recycled content. Indicate post-consumer recycled content and pre-consumer recycled content for each product having recycled content.

Product data and certification letter indicating percentages by weight of post-consumer and pre-consumer recycled content for products having recycled content.

Substitutions, changes, or any modification to the design or products in meeting the LEED criteria will not be allowed.

Provide computer simulation (RADIANCE) that demonstrates that 75% or more of all regularly occupied spaces achieve daylight illuminance levels of a minimum of 25 footcandles (fc) and a maximum of 500fc in a clear sky condition on September 21 at 9AM and 3PM.

SD-04 Daylight Modeling; G, DC

Daylighting Autonomy report showing that the proposed translucent daylighting system will provide___lux in day lit areas for an average of ___% of the daylight hours for the entire year.

SD-05 Test Reports; G, DO

Submit certified test reports from a qualified independent testing agency, indicating skylights and wall systems comply with specified requirements, based on testing of current products.

SECTION 08 45 23 Page 2

Submit results from the following tests:

Flame spread and smoke development, UL 723 - Submit UL card.

Burn extent, ASTM D 635.

Self-ignition, ASTM D 1929.

Color change, ASTM D 2244 Impact strength, exterior face sheets, UL 972.

Accelerated aging, ASTM D 1037.

Bond strength, ASTM C 297and ASTM D 1002.

Air infiltration, ASTM E 283.

Water penetration, ASTM E 331.

Uniform load deflection, ASTM E 330.

Panel Insulating U-factor, NFRC 100.

Certification of U factor, NFRC.

Solar Heat Gain Co-efficient, NFRC 200.

Condensation Resistance Factor, AAMA 1503.

International Building Code Evaluation Report

SD-06 Verification Samples; G

For each finish product and glazing material specified, submit one panel sample, 14" x 28" minimum 12 inches wide. Factory finished Aluminum: 5'0" long sections, representing actual product and color.

1.3 STRUCTURAL PERFORMANCE REQUIREMENT

The insulated translucent fiberglass sandwich panel system shall meet structural requirements as follows:

1.3.1 Force Protection:

Force Protection Blast load requirement: Portions of the facility not meeting the required standoff distance, are exposed to blast load requirements of UFC 4-010-01. Where indicated as ATFP panels, panels are to meet "Low Level of Protection" requirements refer to Table 2-1.

1.3.2 Structural Design Loads:

Maximum allowable deflection under maximum design loads is limited to L/60.

1.4 QUALITY ASSURANCE

1.4.1 Manufacturer Qualifications:

Manufacturer to have minimum ten years documented experience in the fabrication of wall systems of the type required for this project and be capable of providing field service representation during installation.

1.4.2 Panel system:

1. Panel system must be listed by an ANSI accredited Evaluation Service, which requires quality control inspections and fire, structural and water infiltration testing of sandwich panel systems by an accredited agency.

2. Quality control inspections shall be conducted at least once each year and shall include manufacturing facilities, sandwich panel

SECTION 08 45 23 Page 3 components and production sandwich panels for conformance with AC177 "Translucent Fiberglass Reinforced Plastic (FRP) Faced Panel Wall, Roof and Skylight Systems" as issued by the ICC-ES.

1.4.3 Single Source:

Obtain each type of metal wall and liner panels, clips, closures and other accessories from the standard products of the single source from a single manufacturer to operate as a complete system for the intended use.

1.4.4 Performance Requirements:

The manufacturer shall be responsible for the configuration and fabrication of the complete panel system.

1.4.4.1 Panel system:

1. panel system shall have less than 0.01cfm/ft² air leakage by ASTM E 283 at 6.24 PSF 50 mph and no water penetration by ASTM E 331 at 10 psf and structural testing by ASTM E 330.

1.4.5 Installer Qualifications:

Installer to have minimum five years documented experience in the work of this section who has specialized in the installation of work similar to that required for this project and is approved by the manufacturer.

1.4.6 Preinstallation Meeting:

Convene a preinstallation meeting 2 weeks before start of installation of wall systems. Require attendance of parties directly affecting work of this section, including Contractor, Architect and installer. Review requirements for preparation, installation, cleaning, protection, and coordination with other work.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery:

Deliver materials to site in manufacturer's original, undamaged condition, with labels clearly identifying product name, manufacturer, and location of installation.

1.5.2 Storage:

Store products on edge above the floor and under cover in a clean, dry area until ready for installation.

1.5.3 Handling:

Protect materials and finish from damage during handling and installation.

1.6 SEQUENCING

a. Ensure that locating templates and other information required for installation of products of this section are furnished to affected trades in time to prevent interruption of construction progress.

SECTION 08 45 23 Page 4

1.7 PROJECT CONDITIONS

Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

1.8 WARRANTY

Submit manufacturer's and installer's written warranty agreeing to repair or replace panel system work which fails in materials or workmanship within 2 years of the date of delivery. The warranty is to be issued directly to the Government. The warranty is to provide that if within the warranty period the translucent panel system shows evidence of excess weathering resulting from defective materials, correction of the defective workmanship is to be the responsibility of the translucent panel system manufacturer. The installer is responsible for weather tightness of the installation.

PART 2 PRODUCTS

2.1 PANEL COMPONENTS

2.1.1 Face Sheets:

2.1.1.1 Translucent faces:

Manufactured from glass fiber reinforced thermoset resins, formulated specifically for architectural use.

a. Thermoplastic (e.g. polycarbonate, acrylic) faces are not acceptable.

b. Face sheets shall not deform, deflect or drip when subjected to fire or flame.

2.1.1.2 Face sheets:

Face sheets shall not delaminate when exposed to 200°F for 30 minutes per IBC or 300°F for 25 minutes.

2.1.1.3 Interior face sheets:

a. Flamespread: Underwriters Laboratories (UL) listed, which requires periodic unannounced retesting, with flamespread rating no greater than 5020 and smoke developed no greater than 250 when tested in accordance with UL 723. Submit UL Card

b. Burn extent by ASTM D 635 shall be no greater than 1 inch(Class

CC1).

2.1.1.4 Exterior face sheets:

a. Color stability: Full thickness of the exterior face sheet shall not change color more than 3 CIE Units DELTA E by ASTM D 2244 after 5 years outdoor South Florida weathering at 5 degrees facing south, determined by the average of at least three (3) white samples with and without a protective film or coating to ensure long-term color

SECTION 08 45 23 Page 5 stability. Color stability shall be unaffected by abrasion or scratching.

b. Abrasion and Erosion Resistance: Exterior face shall have a permanent glass erosion barrier embedded beneath the surface to provide long-term resistance to reinforcing fiber exposure. Exterior face surface loss shall not exceed .7 mils and 40 mgs when tested in accordance with ASTM D 4060 employing CS17 abrasive wheels at a head load of 500 grams for 1000 cycles.

c. Strength: Exterior face sheet shall be uniform in strength, impenetrable by hand held pencil and repel an impact minimum of 70ft.

lbs. without fracture or tear when impacted by a 3-1/4inch diameter, 5

lb. free-falling ball per UL 972.

2.1.1.5 Appearance:

a. Exterior face sheets: Smooth, 0.070 inch thick and White in color.

b. Interior face sheets: Smooth, 0.045 inch thick and WHITE in color.

c. Face sheets shall not vary more than +/- 10% in thickness and be uniform in color.

2.1.2 Grid Core:

2.1.2.1 Thermally broken I-beam grid core:

Thermally broken I-beam grid core shall be of 6063-T6 or 6005-T5 alloy and temper with provisions for mechanical interlocking of muntin-mullion and perimeter. Width of I-beam shall be no less than 7/16 inch.

2.1.2.2 I-beam Thermal break:

Minimum 1 inch, thermoset. Urethane poured and de-bridged is not acceptable

2.1.3 Laminate Adhesive:

1. Heat and pressure resin type adhesive engineered for structural sandwich panel use, with minimum 25-years field use. Adhesive shall pass testing requirements specified by the International Code Council Acceptance Criteria for Sandwich Panel Adhesives.

2. Minimum tensile strength of 750 PSI when the panel assembly is tested by ASTM C 297 after two (2) exposures to six (6) cycles each of the aging conditions prescribed by ASTM D 1037.

3. Minimum shear strength of the panel adhesive by ASTM D 1002 after exposure to four (4) separate conditions:

a. 50% Relative Humidity at 68° F: 540 PSI

b. 182° F: 100 PSI

c. Accelerated Aging by ASTM D 1037 at room temperature: 800 PSI

d. Accelerated Aging by ASTM D 1037 at 182° F: 250 PSI

2.2 PANEL CONSTRUCTION

1. Provide sandwich panels of flat fiberglass reinforced translucent

SECTION 08 45 23 Page 6 face sheets laminated to a grid core of mechanically interlocking thermally broken I-beams. The adhesive bonding line shall be straight, cover the entire width of the I-beam and have a neat, sharp edge.

a. Thickness: 4 inch.

b. Light transmission: __60__%.

c. Solar heat gain coefficient _____.

d. U- factor by NFRC certified laboratory: 4 inch thermally broken I-beam 0.08,

e. Complete insulated panel system shall have NFRC certified U-factor of _.08____.

f. Grid pattern: Nominal size SEE ELEVATIONS

2. Panels shall deflect no more than 1.9" at 30 psf in 10'-0" span without a supporting frame by ASTM E 72.

3. Panels shall withstand 1200°F fire for minimum one (1) hour without collapse or exterior flaming.

4. Thermally broken panels:

a. Minimum Condensation Resistance Factor of 80 by AAMA 1503 measured on the bond line.

2.3 BATTENS AND PERIMETER CLOSURE SYSTEM

2.3.1 Closure system:

Extruded aluminum 6063-T6 and 6063-T5 alloy and temper clamp-tite screw type closure system.

(or OPTIONAL 1. Thermally broken perimeter system shall have a urethane bridge.)

2.3.2 Sealing tape:

Manufacturer's standard, pre-applied to closure system at the factory under controlled conditions.

2.3.3 Fasteners:

300 series stainless steel screws for aluminum closures, excluding final fasteners to the building.

2.3.4 Finish:

Exposed aluminum to be manufacturer's factory applied finish that meets the performance requirements of AAMA 2604. (or Mill)

1. Color to be selected from manufacturer's standard colors.

SECTION 08 45 23 Page 7

PART 3 EXECUTION

3.1 EXAMINATION

General Contractor to examine substrates, supporting structure and installation conditions. Do not proceed with panel erection until unsatisfactory conditions have been corrected.

3.2 PREPARATION

3.2.1 Metal Protection:

1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose.

2. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint or method recommended by manufacturer.

3. Where aluminum will contact pressure treated wood, separate dissimilar materials by methods recommended by manufacturer.

3.3 INSTALLATION

1. Install the panel system in accordance with the manufacturer's installation recommendations and approved shop drawings.

a. Anchor component parts securely in place by permanent mechanical attachment system.

b. Accommodate thermal and mechanical movements.

c. Set perimeter framing in a full bed of sealant compound, or with joint fillers or gaskets to provide weather-tight construction.

2. Install joint sealants at perimeter joints and within the panel system in accordance with manufacturer's installation instructions.

3.4 CLEANING

Clean the panel system inside and outside, immediately after installation, according to manufacturer's written recommendations. Collect and place scrap/waste materials in containers. Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site;

transport demolished materials from government property and legally dispose of them.

-- End of Section --

SECTION 08 45 23 Page 8

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 30 00.10 50 PROJECT WORK REQUIREMENTS AND RESTRICTIONS

01 31 19.00 50 PROJECT MEETINGS

01 32 01.00 50 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED(TM) DOCUMENTATION

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 45 02.00 50 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 50 CONTRACTOR QUALITY CONTROL

01 50 02.00 50 TEMPORARY CONSTRUCTION FACILITIES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19.00 50 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02.00 50 CLOSEOUT SUBMITTALS

01 78 23.00 50 OPERATION AND MAINTENANCE DATA

01 91 00 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13.00 20 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 15 13.00 10 EXPANSION JOINTS, CONTRACTION JOINTS, AND WATERSTOPS

03 20 01.00 10 CONCRETE REINFORCEMENT

03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

04 21 13.13 NONBEARING MASONRY VENEER/STEEL STUD WALLS

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 21 19 OPEN WEB STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 51 33 METAL LADDERS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 12 00 BUILT-UP BITUMINOUS WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

PROJECT TABLE OF CONTENTS Page 1

07 25 00.00 06 BUILDING AIR BARRIER SYSTEM

07 26 10 SELF-ADHERING MOISTURE/ AIR BARRIER

07 26 30 SPRAY POLYURETHANE FOAM MOISTURE/AIR/THERMAL BARRIER

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 34 16.10 STEEL SLIDING HANGAR DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 45 23 INSULATED TRANSLUCENT FIBERGLASS WALL PANEL ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL DOOR LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE, PORCELAIN TILE,

09 51 00 ACOUSTICAL CEILINGS

09 67 23.16 FUEL RESISTIVE RESINOUS FLOORING, 5-COAT SYSTEM

09 68 00 CARPET

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 22 13 WIRE MESH PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

PROJECT TABLE OF CONTENTS Page 2

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

23 52 00 HEATING BOILERS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 01.00 10 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 10 00 BITUMINOUS CONCRETE PAVEMENT

32 11 16 BASE COURSE FOR RIGID PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23.00 20 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING

41 22 14 CRANES, JIB, WITH ACCESSORIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

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