B3_Solicitiation_W9126G-12-R-0043-0007.pdf

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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

MULTIPLE AWARD TASK ORDER CONTRACT (MATOC) for SWD 8(a) construction services is amended as follows:

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date is extended to 19 Aug 2013, 2:00 p.m. Central Daylight Time.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 9A. AMENDMENT OF SOLICITATION NO.

W9126G-12-R-0043

X 9B. DATED (SEE ITEM 11)

22-Aug-2012

10B. DATED (SEE ITEM 13)

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

01-Aug-2013

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W9126G-12-R-0043

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. Proposal Receipt Date: The proposal receipt dat has been extended to 19 August 2013, at 2:00 pm

CDT.

2. Replacement Sections: The following sections have been replaced in their entirety, bearing the notation “W9126G-12-R-0043, Amendment No. 0007”:

• 01 10 00 TASK ORDER STATEMENT OF WORK

• 01 33 16 DESIGN AFTER AWARD

3. Write In Changes: The following are write in changes applicable to this solicitation:

• SECTION 00 22 20 – PHASE 2 DESIGN-BUILD SELECTION PROCEDURES AND BASIS

OF AWARD

Paragraph 4. VOLUME 1, TAB A – FACTOR 2 – DESIGN TECHNICAL; Paragraph 4.1 GENERAL has been revised to now read:

4.1. GENERAL: The design-technical factor consists of technical approach narratives, conceptual level presentation drawings, and information regarding material and system quality, and sustainability. The proposal must clearly define the proposed scope and quality levels that the design-build team is offering to the Government in enough detail for the Government and the Offeror to mutually understand whether or not the proposal meets or exceeds the minimum Solicitation requirements. Fully developed drawings, details, or specifications are not desired or required. A 25-page limit will be allowed for Factor 2, Design Technical.

- Delete Volume 4 Factor 2, paragraph 4.1.1(c)

- Paragraph 4.1.1.2(a) has been revised to now read:

4.1.1.2(a) A rendering of the building exterior is not required.

- Paragraph 4.1.1.2(c) has been revised to now read:

4.1.1.2(c) A common floorplan for the second and third floors is acceptable.

- Paragraph 4.1.1.3(a) has been revised to now read:

4.1.1.3(a) standing seam metal roof is not required. The roof will be a TPO single membrane roof.

End of Summary of Changes

SECTION 01 10 00

TASK ORDER STATEMENT OF WORK

TABLE OF CONTENTS

1.0 PROJECT OBJECTIVES

1.1. SECTION ORGANIZATION

2.0 SCOPE

2.1. GENERAL

2.2. NOT USED

2.3. SITE

2.4. GOVERNMENT-FURNISHED GOVERNMENT-INSTALLED EQUIPMENT (GFGI)

2.5. FURNITURE REQUIREMENTS

3.0 FUNCTIONAL AND OPERATIONAL REQUIREMENTS

3.1. GENERAL REQUIREMENTS

3.2. FUNCTIONAL AND AREA REQUIREMENTS

3.3. SITE REQUIREMENTS

3.4. ARCHITECTURAL REQUIREMENTS

3.5. STRUCTURAL REQUIREMENTS

3.6. COMPLIANCE WITH THE ENERGY POLICY ACT OF 2005

3.7. MECHANICAL REQUIREMENTS

3.8. ELECTRICAL AND TELECOMMUNCATIONS REQUIREMENTS

3.9. FIRE ALARM REQUIREMENTS

3.10. MASS NOTIFICATION REQUIREMENTS

4.0 APPLICABLE CRITERIA

4.1. INDUSTRY CRITERIA

4.2. MILITARY CRITERIA

5.0 GENERAL TECHNICAL REQUIREMENTS

5.1. SITE PLANNING AND DESIGN

5.2. SITE ENGINEERING

5.3. ARCHITECTURE AND INTERIOR DESIGN

5.4. STRUCTURAL DESIGN

5.5. THERMAL PERFORMANCE

5.6. PLUMBING

5.7. ELECTRICAL AND TELECOMMUNICATIONS SYSTEMS

5.8. HEATING, VENTILATING AND AIR CONDITIONING

5.9. ENERGY CONSERVATION

5.10. FIRE PROTECTION

5.11. SUSTAINABLE DESIGN

5.12. CONSTRUCTION AND DEMOLITION (C&D) WASTE MANAGEMENT

5.13. SECURITY (ANTI-TERRORISM STANDARDS)

W9126G-12-R-0043, Amendment No. 0007

6.0 PROJECT SPECIFIC REQUIREMENTS

6.1. GENERAL

6.2. APPROVED DEVIATIONS

6.3. SITE PLANNING AND DESIGN

6.4. SITE ENGINEERING

6.5. ARCHITECTURE

6.6. STRUCTURAL DESIGN

6.7. THERMAL PERFORMANCE

6.8. PLUMBING

6.9. SITE ELECTRICAL AND TELECOMMUNICATIONS SYSTEMS

6.10. FACILITY ELECTRICAL AND TELECOMMUNICATIONS SYSTEMS

6.11. HEATING, VENTILATING AND AIR CONDITIONING

6.12. ENERGY CONSERVATION

6.13. FIRE PROTECTION

6.14. SUSTAINABLE DESIGN

6.15. ENVIRONMENTAL

6.16. PERMITS

6.17. DEMOLITION

End of Table of Contents

SECTION 01 10 00

TASK ORDER STATEMENT OF WORK

1.0 PROJECT OBJECTIVES

The project objective is to design and construct facilities for the military that are consistent with the design and construction practices used for civilian sector projects that perform similar functions to the military projects. For example, an AIT Barracks has the similar function as a Student Dormitory in the civilian sector; therefore the design and construction practices for a barracks should be consistent with the design and construction of a dormitory.

Comparison of Military Facilities to Civilian Facilities

Military Facility Civilian Facility

AIT Barracks Student Dormitory

It is the Army's objective that this building will have a 25-year useful design life before a possible re-use/repurpose or renovation requirement, and a 50-year building replacement life. Therefore, the design and construction should provide an appropriate level of quality to ensure the continued use of the facility over that time period, including normal sustainment, restoration, modernization activities that would be industry-acceptable to a major civilian sector project OWNER. The site infrastructure will have at least a 50-year life expectancy with industry-accepted maintenance and repair cycles.

The project should be developed for efficiency and to convey a sense of unity or connectivity with the adjacent buildings and with the Installation as a whole.

Requirements stated in this contract are minimums. Innovative, creative, and life cycle cost effective solutions, which meet or exceed these requirements are encouraged. Further, the OFFEROR is encouraged to seek solutions that will expedite construction (panelization, pre-engineered, etc.) and shorten the schedule. The intent of the Government is to emphasize the placement of funds into functional/operational requirements. Materials and methods should reflect this by choosing the lowest Type of Construction allowed by code for this occupancy/project allowing the funding to be reflected in the quality of interior/exterior finishes and systems selected.

1.1. SECTION ORGANIZATION

This Section is organized under 6 major “paragraphs”.

(1) Paragraph 1 is intended to define the project objectives and to provide a comparison between the military facility(ies) and comparable “civilian” type buildings.

(2) Paragraph 2 describes the scope of the project.

(3) Paragraph 3 provides the functional, operational and facility specific design criteria for the specific facility type(s) included in this contract or task order.

(4) Paragraph 4 lists applicable industry and government design criteria, generally applicable to all facility types, unless otherwise indicated in the Section. It is not intended to be all-inclusive. Other industry and government standards may also be used, where necessary to produce professional designs, unless they conflict with those listed.

(5) Paragraph 5 contains Army Standard Design Criteria, generally applicable to all facility types, unless otherwise indicated in the Section.

(6) Paragraph 6 contains installation and project specific criteria supplementing the other 5 paragraphs.

2.0 SCOPE

2.1. GENERAL

The goal of this project is to renovate Building 905 to meet AIT dormitory standards. This facility is a three-story structure and houses single trainee soldiers in addition to company administrative, training and command operations.

The Design-Build (D-B) Contractor shall provide all labor, equipment, and materials to design and construct the renovation. The project specifications shall be prepared by the Designer of Record using current USACE Guide Specifications. The following link will take you through the Construction Criteria Base (CCB) to those guides. No CCB membership is required to access the guidelines. http://www.wbdg.org/ccb/browse_org.php?o=70 . Offeror shall utilize most current codes at time of proposal submission.

If a UFGS or SWF guide specification cannot be found, contact the Contracting Officer’s Representative (COR) for a determination if a guide specification exists. If a guide specification does not exist the DB Contractor will prepare a job-specific specification. The UFGS shall be edited and adapted by the designer for this project, incorporating UFGS instructions and recommendations in the notes to specifier contained in the guide specifications. The designer shall delete inapplicable portions of the guide specification and revise and/or supplement, as required, the applicable portions to provide a complete project specification.

The floor plans provided in Appendix J – Drawings indicate functional and operational arrangements that meet user operability requirements.

2.2 NOT USED

2.3. SITE:

Provide all site improvements necessary to support the building renovation. Refer to Paragraph 6 for site specific requirements. Antiterrorism/Force Protection measures shall also be included in the facility design in accordance with applicable criteria. The Contractor shall be responsible for all repairs to existing sidewalks, pavements, curb and gutter, utilities, and/or landscaping damaged as a result of his construction activities.

Refer to site layout in Appendix J - Drawings for the limits of construction.

2.4. GOVERNMENT-FURNISHED GOVERNMENT-INSTALLED EQUIPMENT (GFGI)

Coordinate with Government on GFGI item requirements and provide suitable structural support, brackets for projectors/VCRs/TVs, all utility connections and space with required clearances for all GFGI items. All Computers and related hardware, copiers, faxes, printers, video projectors, VCRs and TVs are GFGI.

The following are also GFGI items: Ice Machine, Furniture

2.5. FURNITURE REQUIREMENTS

The procurement and installation of furniture is NOT included in this contract. Furniture will be provided and installed under a separate furniture vendor/installer contract. The general contractor shall accommodate that effort with allowance for entry of the furniture vendor/installer onto this project site at the appropriate time to permit completion of the furniture installation for a complete and usable facility to coincide with the Beneficial Occupancy Date (BOD) of this project. The furniture vendor/installer contract will include all electrical pre-wiring and the whips for final connection to the building electrical systems however; the general contractor shall make the final connections to the building electrical systems under this contract. Furthermore, the general contractor shall provide all Information/Technology (IT) wiring (i.e. LAN, phone, etc.) up to and including the face plate of all freestanding and/or systems furniture desk tops as applicable, the services to install the cable and face plates in the furniture, the coordination with the furniture vendor/installer to accomplish the installation at the appropriate time, and all the final IT connections to the building systems under this contract.

http://www.wbdg.org/ccb/browse_org.php?o=70

3.0 FUNCTIONAL AND OPERATIONAL REQUIREMENTS

3.1. GENERAL REQUIREMENTS

Advanced Individual Training (AIT) complexes are required by the Army to encompass living, dining, training, and administrative/command operations. This AIT project will be comprised of renovating Barracks 905.

Adjacent facilities will remain in operation throughout construction.

Barracks 905 is comprised of sleeping units, toilets, multipurpose space, storage, laundry area, day rooms, and company operations components.

3.2. FUNCTIONAL AND AREA REQUIREMENTS

Gross building area shall be calculated in accordance with Appendix Q. Net area is measured to the inside face of the room or space walls. Minimum dimension where stated shall be measured to the inside face of the defining enclosure. Net area requirements for programmed spaces are included in this paragraph. If net area requirements are not specified, the space shall be sized to accommodate the required function and to comply with code requirements, overall gross area limitations, and any other requirement of this RFP. Area requirements for corridors, stairs, and mechanical rooms will typically be left to the discretion of the offeror.

3.2.1. AITB Functional Space Requirements

3.2.1.1. Sleeping Units

(a) Bedroom: Each sleeping unit shall have two bedroom areas. Bedrooms must be of equal size and able to accommodate scheduled GFGI furniture with adequate circulation. Provide one full length wall mirror (16 to 24 inches by 72 inches). Mount full length wall mirror at the end of plumbing chase in each sleeping unit. Provide a ceiling fan for each sleeping unit.

(b) Bathroom: Each sleeping unit shall have one bathroom with water closet and shower. Extend ceramic tile shower surround to ceiling. Provide tamper resistant showerhead with an elevation of 6’-6”.

(c) Entry: Each sleeping unit entry area shall have three built-in closets and a lavatory with a solid surface vanity countertop. Each vanity shall have storage cabinets below, recessed mirrored medicine cabinet, light, and a towel bar. Locate vanity immediately outside of bathroom.

(d) Utility Closet: Provide one utility closet per sleeping unit to house the HVAC fan cooling/heating unit.

Utility closet shall be accessed from the corridor only.

3.2.1.2. Common Areas

(a) Stair: Provide 3 feet 8 inch minimum width stairs.

(b) Corridors: Corridor walls are load-bearing and will require headers in any new opening.

(c) Charge of Quarters (CQ) Station: Provide a reception station located in the vestibule of the lobby with a minimum area of 50 net square feet. A small desk and chair will be provided GFGI in lieu of a built-in station. CQ Station provides visual control of building circulation.

(d) Day Room: There are two day rooms on each floor. Day room functions as a soldier’s lounge and includes a TV, sofa, and lounge chairs (GFGI). Locate a vending area on first floor to accommodate two full size vending machines. Provide power receptacles for vending machines.

(f) Luggage Storage: Provide lockable storage for luggage with a minimum of six 24 inch deep storage shelves, spaced at 24 inches on center vertically and capable of supporting a minimum of 30 pounds per linear foot. Total linear footage of storage shelves shall be three times the perimeter of the storage room.

(g) General Storage: Provide a lockable multipurpose storage room on the second and third floors.

(h) Janitor: Provide one janitor’s closet per floor. Each janitor’s closet shall have a 10 inch deep floor mounted stainless steel mop sink, with hot and cold service faucet, a four holder mop rack and two 18 inch deep by 48 inch long heavy duty stainless steel shelves for storage of cleaning supplies. Each janitor’s closet shall have space for storage of buckets and vacuum. Janitor closets are to be keyed individually.

(i) Mechanical, Electrical, and Telecommunications Rooms: Mechanical rooms shall accommodate space for equipment maintenance/repair access without having to remove other equipment. Mechanical, electrical and telecommunications rooms shall be keyed separately for access by Installation maintenance personnel. Filter changes and preventative maintenance shall be performed without requiring access to the bedrooms. First floor exterior access is required for centralized mechanical room. All telecommunications rooms shall be conditioned space. Telecommunications room will be provided in accordance with the latest Installation Information Infrastructure Architecture (I3A) guidance. Telecommunications room provides a demarcation point between the outside plant cable and the building telecommunications cabling. Refer to paragraphs 3.7 MECHANICAL REQUIREMENTS and 3.8 ELECTRICAL AND TELECOMMUNICATIONS REQUIREMENTS for additional information.

3.2.1.3. Space Allocation

B/COF MINIMUM SQUARE FOOTAGE REQUIREMENTS

NET SQUARE FEET (NSF)

1ST

FLOOR

2ND

3RD

TOTAL

SLEEPING UNIT – 47 Total

BEDROOM

10,152

BATHROOM

1,457

B/COF MINIMUM SQUARE FOOTAGE REQUIREMENTS

NET SQUARE FEET (NSF)

1ST

2ND

3RD

TOTAL

ENTRY

AS

NEEDED

UTILITY CLOSET

COMMON AREA

LOBBY AND VESTIBULES

AS NEEDED – MINIMUM 6’-0” WIDE

STAIR

AS NEEDED – STAIRS SHALL BE MINIMUM 3’8”

WIDE

CORRIDORS AND VESTIBULES

AS NEEDED - MINIMUM 3’-6” WIDE

CQ STATION

COMPUTER LEARNING CENTER

DAY ROOM WITH STORAGE

LAUNDRY 1 PER FLOOR

AS NEEDED

GENERAL STORAGE

JANITOR 1 PER FLOOR

MECHANICAL,

TELECOMMUNICATIONS AND

ELECTRICAL

COMPANY SUPPLY

SECURE STORAGE

PROFILE RECOVERY

COVERED ASSEMBLY AREA

3.3. SITE REQUIREMENTS

3.3.1. Walks: Provide pedestrian walks within the designated construction area and connect to existing sidewalks, where applicable.

3.3.2. Sidewalks shall be a minimum of 6 feet wide. Walks paralleling buildings shall be located beyond the eave drip line at least 5 feet from the foundation.

3.3.3 Remove existing bushes and shrubs around the building to comply with current AT/FP requirements.

3.4. ARCHITECTURAL REQUIREMENTS

3.4.1. Accessibility Requirements

Able-bodied soldiers occupy and manage the AITB facilities. The Americans with Disabilities Act requirements do not apply to the AITB. A handicap ramp to the first floor CQ station is required.

3.4.2. Hardware

Finish Hardware: All hardware shall be consistent and shall conform to ANSI/BMHA standards for Grade 1. All requirements for hardware keying shall be coordinated with the Contracting Officer. Hardware finish shall conform to ANSI/BHMA A156 18; coordinate finish with the 502d CES. Extension of the existing installation keying system shall be provided. Locksets shall have interchangeable cores. Cores shall have no fewer than seven pins. Locksets for mechanical, electrical, elevators and the like shall be keyed to the existing installation Master Keying System (U-keyway). All telecommunications rooms only shall be have network cipher lock conforming to 502d CES Telecommunication Room lock requirements. Deadbolt locks shall be installed on mechanical, electrical and telecommunications rooms keyed to the Installation keying system. Disassembly of knob or lockset shall not be required to remove core from lockset. All locksets and exit devices shall accept same interchangeable cores. Plastic cores are unacceptable. Door hardware and security requirements must be coordinated with the functional requirements, the room-by-room criteria, and the electrical security/fire alarm system requirements of this document. Provide all hardware necessary to meet the requirements of applicable codes for fire doors and exit doors. Provide closers for all doors opening to corridors and as required by codes.

3.4.3. Special Acoustical Requirements

3.4.3.1. Exterior walls and roof/floor/ceiling assemblies, doors, windows and interior partitions shall be designed to provide for attenuation of external noise sources such as airfields in accordance with applicable criteria.

Provide sound insulation to meet a minimum rating of STC 42 at walls and floor/ceiling assemblies. At interior doors provide solid core wood doors in metal frame with sound insulation to meet a minimum rating of STC 33.

Provide sound insulation to meet a minimum rating of STC 50/IIC 55 at floors separating sleeping spaces.

3.4.3.2. Sound conditions and levels for interior spaces, due to the operation of mechanical and electrical systems and devices, shall not exceed levels as recommended by ASHRAE handbook criteria. Provide acoustical treatment for drain lines and other utilities to prevent noise transmission into the interior of sleeping units.

3.4.4. Exterior Design Objectives

3.4.4.1. Exterior Walls: Provide durable materials.

3.4.4.2. Roof System: Minimum roof slope for membrane roof systems shall be 1/4 inch per foot. Minimum roof slope for pitched roof systems shall be 3 inches per foot. Membrane roof systems shall be fully adhered.

Structural standing seam metal roofs shall comply with the requirements of ASTM E 1592. Roof system shall be Underwriters Laboratory (UL 580 Class 90) rated or Factory Mutual Global (FM) I-90 rated. Roof system shall comply with applicable criteria for fire rating.

(a) Roof Mounted Equipment: For roof mounted equipment, provide permanent access walkways and platforms to protect roof. Roof mounted equipment on pitched roof systems is unacceptable. Roof mounted equipment on membrane roof systems shall be completely screened by metal screening systems.

(b) Roof access from building exterior is existing.

3.4.4.3. Trim and Flashing: Gutters, downspouts, and fascias shall be factory pre-finished metal and shall comply with SMACNA Architectural Sheet Metal Manual.

3.4.4.4. Bird Habitat Mitigation: The Contractor shall provide details in the design necessary to eliminate the congregating and nesting of birds in the facility.

3.4.4.5. Exterior Doors and Frames:

(a) Main Entrance Doors: Aluminum storefront doors and frames with Architectural Class 1 anodized finish, fully glazed, with medium or wide stile for entry into lobbies or corridors. Provide doors complete with frames, framing members, subframes, transoms, sidelights, trim, applied muntins, and accessories. Framing systems shall have thermal-break design. Storefront systems shall comply with wind-load requirements of applicable codes and criteria and shall comply with the requirements of UFC 4-010-01.

(b) Exterior Non-entrance Doors: Exterior doors and frames opening to spaces other than corridors or lobbies shall be galvanized insulated hollow metal and comply with ANSI A250.8/SDI 100. Doors shall be heavy duty (grade 2) insulated with 18-gage steel cladding; top edge closed flush; A60 galvannealed. Frames shall be 12-gauge, with continuously welded mitered corners and seamless face joints. Doors and frames shall be constructed of hot dipped zinc coated steel sheet, complying with ASTM A653, Commercial Steel, Type B, minimum A40 coating weight; factory primed. Fire-rated openings shall comply with applicable codes, and the requirements of the labeling authority. Door and frame installation shall comply with applicable codes and criteria including UFC 4-010-01.Building mounted exterior lighting shall be replaced with new.

3.4.4.6. Exterior Windows: Provide insulated, high efficiency window systems, with thermally broken frames complying with applicable codes and criteria including UFC 4-010-01. Curtain wall systems shall be capable of withstanding area wind loads, thermal and structural movement required by location and project requirements, and shall comply with applicable codes and criteria including UFC 4-010-01.

3.4.4.7. Exterior Louvers: Exterior louvers shall have bird screens and shall be designed to exclude wind-driven rain. Exterior louvers shall be made to withstand wind loads in accordance with the applicable codes. Wall louvers shall bear the Air Movement & Control Association (AMCA) International certified ratings program seal for air performance and water penetration in accordance with AMCA 500-D and AMCA 511. Louver finish shall be factory applied.

3.4.5. Building Interior

Maximize use of daylighting. Provide durable interior surfaces that are easily maintained and replaced, easy to clean, light in color, and with a residential ambience.

3.4.5.1. Signage: At each sleeping unit, provide two room number and changeable two-line message strip signs, one on each side of entry door. Changeable message strip signs shall be of same construction as standard room signs to include a clear sleeve that will accept a paper or plastic insert with identifying changeable text. The insert shall be prepared typeset message photographically enlarged to size and mounted on paper card stock.

3.4.5.2. Bulletin Boards: Provide one centrally located bulletin board per floor. Each bulletin board shall be 4 feet high and 6 feet wide and shall have a header panel and lockable, glazed doors.

3.4.5.3. Corner Guards: Provide surface mounted, high impact resistant, integral color, snap-on type resilient corner guards, extending from floor to ceiling for wall and column outside corners in high traffic areas. Factory fabricated end closure caps shall be furnished for top and bottom of surface mounted corner guards.

3.4.5.4. Chair Rail: Chair rails shall be installed in areas prone to hi-impact use, such as corridors and lobby seating areas.

3.4.5.5. Casework: Provide cabinets complying with Architectural Woodwork Institute Quality Standards. Countertops shall have waterfall front edge and integral coved backsplash.

3.4.5.6. Window Treatment: Provide horizontal mini blinds or roll-up screens at all exterior windows. Uniformity of window covering color and material shall be maintained to the maximum extent possible throughout each building.

3.4.5.7. Toilet Accessories: Furnish and install the items listed below and all other toilet accessories necessary for a complete and usable facility. All toilet accessories shall be Type 304 stainless steel with satin finish.

Sleeping Unit Bathroom: Accessories shall include the following items.

1. Two heavy duty towel bars – minimum 24 inches wide each. Provide blocking in walls as necessary to support towel bars.

2. Mirrored medicine cabinet

3. Soap dish – in shower

4. Combination soap dish/toothbrush holder – at each lavatory

5. Double robe hook - on inside of bathroom door

6. Toilet paper holder

7. Shower curtain rod - extra heavy duty

8. Shower curtain – white anti-bacterial nylon/vinyl fabric shower curtain

3.4.5.8. Fire Extinguisher Cabinets and Fire Extinguisher Mounting Brackets: Furnish and install fire extinguisher cabinets and fire extinguisher Mounting brackets as required by applicable codes and criteria.

Furnish a list of installed fire extinguisher cabinets and mounting brackets (including location, size and type) to the Contracting Office Representative.

3.4.6. Finishes

3.4.6.1. Paint

(a) All paints used shall be listed on the "Approved Product List" of the Master Painters Institute (MPI).

Application criteria shall be as recommended by MPI guide specifications for the substrate to be painted and the environmental conditions existing at the project site.

(b) Exterior surfaces, except factory pre-finished material or exterior surfaces receiving other finishes shall be painted a minimum of one prime coat and two finish coats. Paints having a lead content over 0.06 percent by weight of nonvolatile content are unacceptable. Paints containing zinc-chromate, strontium-chromate, mercury or mercury compounds, confirmed or suspected human carcinogens shall not be used on this project. Exterior paints and coating products shall be classified as containing low volatile organic compounds (VOCs) in accordance with MPI criteria. Application criteria shall be as recommended by MPI guide specifications. Provide an MPI Gloss Level 5 Finish (semi-gloss), unless otherwise specified.

(c) Interior surfaces, except factory pre-finished material or interior surfaces receiving other finishes, shall be painted a minimum of one prime coat and two finish coats. Paints having a lead content over 0.06 percent by weight of nonvolatile content are unacceptable. Paints containing zinc-chromate, strontium-chromate, mercury or mercury compounds, confirmed or suspected human carcinogens shall not be used on this project. Interior paints and coating products shall contain a maximum level of 150 grams per liter (g/l) of VOCs for non-flat coatings and 50 g/l of VOCs for flat coatings. Provide an MPI Gloss Level 5 Finish (semi-gloss) in wet areas and a flat finish in all other areas.

3.4.6.2. Minimum Interior Finishes-General

(a) Designers are not limited to finishes listed in the following INTERIOR FINISHES table(s) and are encouraged to offer higher quality finishes.

(b) Wall, ceiling and floor finishes shall conform to the requirements of the IBC, NFPA and UFC 3-600-01 Fire Protection Engineering for Facilities. Where code requirements conflict, the most stringent code requirement shall apply. Ceilings may be gypsum or acoustical ceiling tile.

(c) Carpet shall not be used as a floor finish in the AIT.

(d) All walls shall be painted gypsum board, except where stated otherwise. Use impact resistant gypsum board in vestibules, classrooms, day rooms, corridors, stairs, laundry, vending areas and storage areas.

3.4.6.3. AIT Interior Finishes

3.5. STRUCTURAL REQUIREMENTS

Design and construct as a complete system in accordance with APPLICABLE CRITERIA.

3.5.1.Live Loads: Design live loads shall be per the IBC but not lower than the following minimums.

(a) Elevated slabs 60 pound per square foot (psf)

(b) Slab on grade 150 psf

(c) Centralized laundry area 150 psf, but not less than actual equipment loads.

3.6. COMPLIANCE WITH THE ENERGY POLICY ACT OF 2005 (EPACT 2005)

3.6.1. The building, including the building envelope, HVAC systems, service water heating, power, and lighting systems shall be designed to achieve an energy consumption that is at least 30% below the consumption of a baseline building meeting the minimum requirements of ANSI/ASHRAE/IESNA Standard 90.1-2007 (see paragraph 5.9 Energy Conservation).

3.6.2. Target Energy Consumption Budget

The target energy consumption budget (excluding plug loads) for this facility located in Climate Zone 2A is 83 kBTU per ft2 per year or less. The use of the Prescriptive Technology Solution Set, shown below, will result in an annual energy consumption less than or equal to the target energy budget figure.

3.6.3. Prescriptive Path (Use of Technology Solution Set)

The technology solution set shown in the table below achieves the above energy performance and life cycle cost effectiveness requirements for an AIT B/COF facility in the indicated DOE climatic zone. Energy / load calculations that utilize the load schedules in section 3.6.5 shall be provided. The calculation shall compare the ANSI/ASHRAE/IESNA Standard 90.1 2007 energy baseline with the prescriptive path. Contractor shall insure that the project meets the 30% energy reduction.

Climate Zone 2A, Prescriptive Technology Solution Table

Item Component Baseline (1) 30% Solution

Roof Attic R-30 R-40 Surface reflectance 0.08 0.27

Walls Light Weight Construction R-13 R-20

Exposed Floors

Mass R-4.2 c.i.

R-10 c.i.

Slabs Unheated NR (2) NR (2)

Doors Swinging U-0.70 U-0.70 Non-Swinging U-1.45 U-1.45

Infiltration

0.4 cfm/ft2 @ 75 Pa

0.25 cfm/ft2 @ 75 Pa (3)

Vertical Glazing

Window to Wall Ratio

(WWR)

10% - 20% 10% - 20%

Thermal transmittance U-1.22 U-0.45 Solar heat gain coefficient

(SHGC)

0.25 0.31

Interior Lighting

Lighting Power Density

(LPD)

1.1 W/ft2

0.9 W/ft2

Ballast Electronic ballast HVAC Air Conditioner PSZ-AC 12.0 SEER (3.05

COP)

Vertical WSHP plus

DOAS (4) with DX coil (EER & COP per 2012 IECC) and HHW coil on central boiler

SAT control 55ºF – 62ºF with OAT 75º – 54ºF

Gas Furnace 80% Et none

ERV None 70% - 75% sensible effectiveness Economizer no no Ventilation Outdoor Air Damper Motorized control Motorized control

Demand Control NR NR Laundry Room Decoupled (5)

Ducts Friction Rate 0.08 in. w.c./100 feet Sealing Seal class B Location Interior only Insulation level R-6 (6)

Service Water Heating

Gas storage 80% Et 90% Et

Notes (#):

1. NOT USED

2. NR means there is no requirement or recommendation for a component in this climate.

3. Increased Building Air tightness. Building air leakage (measured in cfm/ft2) is the average volume of air(measured in cubic feet per minute) that passes through a unit area of the building envelope (measured in square feet) when the building is maintained at a specified internal pressure (measured in Pascals). Testing requirements are specified in Chapter 5.

4. Dedicated Outdoor Air System. A central dedicated outdoor air system (DOAS) providing the following:

(a) outside air for building indoor air quality and humidity control

(b) make-up air for bathroom and kitchen exhausts

(c) Building pressurization to prevent infiltration which allows for reduction of heating/cooling and moisture loads on the system.

NOTE: The Central DOAS does not provide sensible heating or cooling. Sensible loads are provided by a complementing heating and cooling system

5. Decoupling exhaust and supply systems for laundry rooms. To reduce unneeded energy use for heating and cooling of the make-up air and for air transportation of supply and exhausted air from the dryers, laundry exhaust and supply systems are separated in the efficient building model from the rest of the building exhaust and supply systems. Laundry exhaust system and corresponding make-up systems operate only when dryers are operating.

6. The duct and pipe insulation values are from the ASHRAE Advanced Energy Design Guide for Small

Offices. All design features of this EPACT 2005 compliant AITB not described above will be in accordance with the minimum requirements of ANSI/ASHRAE/IESNA Standard 90.1-2004. including conformance with paragraph 5.9.2, which requires purchase of Energy Star and FEMP designated products.

3.6.4. Compliance Path

When the “Compliance Path” is selected, the facility design shall include a uniquely developed technology solution set which can be shown by the design analysis (using facility energy simulation software) not to exceed the target energy consumption budget stated in 3.3.2 above and meet all the criteria in the DOE interim final rule: “Energy Conservation Standards for New Federal Commercial and Multi-Family High- Rise Residential Buildings and New Federal Low-Rise Residential Buildings”.

3.6.5. Schedules

If a unique technology solution set method of compliance is chosen then the following facility schedules must be used in all facility energy simulations for purposes of showing compliance with 3.6.4.

Additionally, for simulation of a baseline building model, the “baseline values” for each component shall be as per ASHRAE Standard 90.1-2007 Building Envelope Requirements table for applicable climate zone and residential construction.

AIT B/COF Common Area Internal Load Schedules

Hr Occupancy Lighting Washer/Dryer Use Washer SHW

Wk Sat Sun Wk Sat Sun Wk Sat Sun Wk Sat Sun 1-6 0.00 0.00 0.00 0.30 0.30 0.30 0.00 0.00 0.00 0.00 0.00 0.00 7-10 0.20 0.20 0.20 0.30 0.30 0.30 0.00 0.00 0.00 0.00 0.00 0.00

Hr Occupancy Lighting Washer/Dryer Use Washer SHW 11-18 0.00 0.00 0.00 0.30 0.30 0.30 0.00 0.00 0.00 0.00 0.00 0.00

19 0.00 0.00 0.00 0.80 0.80 0.80 0.00 0.00 0.00 0.00 0.00 0.00 20-21 0.20 0.20 0.20 0.80 0.80 0.80 0.50 0.50 0.50 0.50 0.50 0.50 22-23 0.40 0.40 0.40 0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00

24 0.20 0.20 0.20 0.80 0.80 0.80 0.50 0.50 0.50 0.50 0.50 0.50 Peak 5 occ/floor 1.0 W/ft2 (10.8 W/m2) 8.4 kW/floor 53.3 gal/hr/flr (202

L/hr/flr)

AIT B/COF Apartment Unit Internal Load Schedules

Hr Occupancy Lighting Plug Loads Service Hot Water

1-5 0.80 0.75 0.75 0.20 0.20 0.20 0.20 0.20 0.20 0.00 0.00 0.00 6 0.70 0.65 0.75 0.40 0.30 0.20 0.20 0.20 0.20 0.10 0.10 0.10 7 0.60 0.60 0.70 0.70 0.50 0.30 0.40 0.35 0.20 0.40 0.40 0.40 8 0.50 0.50 1.00 0.50 0.50 0.50 0.40 0.40 0.40 0.20 0.20 0.20 9 0.25 0.25 0.00 0.20 0.20 0.20 0.30 0.40 0.40 0.00 0.00 0.00

10-17 0.20 0.20 0.20 0.20 0.20 0.20 0.30 0.30 0.30 0.00 0.00 0.00 18 0.30 0.30 0.30 0.50 0.50 0.50 0.50 0.50 0.50 0.10 0.10 0.10 19 0.50 0.30 0.30 0.70 0.70 0.70 0.50 0.50 0.50 0.10 0.10 0.10 20 0.50 0.50 0.50 0.70 0.70 0.70 0.60 0.50 0.50 0.10 0.10 0.10 21 0.70 0.50 0.50 0.70 0.70 0.70 0.60 0.50 0.50 0.00 0.00 0.00 22 0.70 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.00 0.00 0.00

23 0.80 0.75 0.75 0.40 0.40 0.40 0.40 0.50 0.50 0.00 0.00 0.00 24 0.80 0.75 0.75 0.20 0.20 0.20 0.20 0.20 0.20 0.00 0.00 0.00 Peak 2 occ/unit 1.1 W/ft2 (10.8 W/m2) 1.7 W/ft2 (18 W/m2) 40 gal/hr (114 L/hr)

AIT B/COF Apartment Unit Internal Load Schedules

Hr Refrigerator Range and Oven Wk Sat Sun Wk Sat Sun

1-6 1.00 1.00 1.00 0.01 0. 01 0. 01 7-16 1.00 1.00 1.00 0.04 0.04 0.04 17-18 1.00 1.00 1.00 0.05 0.05 0.05 19-20 1.00 1.00 1.00 0.11 0.11 0.11 21-23 1.00 1.00 1.00 0.10 0.10 0.10

24 1.00 1.00 1.00 0.03 0.03 0.03 Peak 76.36 W/unit 68.95 W/unit

AIT B/COF Apartment Unit Thermostat Set-Point Schedules

Hr Heating ( F) Heating ( C) Cooling ( F) Cooling ( C)

1-24 68 68 68 20 20 20 75 75 75 24 24 24

AIT B/COF Unoccupied Zones (ie stairwells, mechanical rooms) Thermostat Set-Point Schedules

Hr Heating ( F) Heating ( C) Wk Sat Sun Wk Sat Sun

1-24 55 55 55 12.8 12.8 12.8

3.7. MECHANICAL REQUIREMENTS

3.7.1. Plumbing

3.7.1.1. Domestic water heating system. Existing system to remain.

3.7.1.2. Domestic hot water pipe sizing shall be based on all showers flowing simultaneously at a rate of 2.0 gpm per shower. Waste stacks, and building waste drains, shall be sized with consideration to the increased flow rates as well. Shower heads and lavatory faucets shall be water conserving type with a maximum flow rate not to exceed 2.0 gpm.

3.7.2. Heating, Ventilating and Air-Conditioning (HVAC)

3.7.2.1. All sleeping unit HVAC units shall be located in utility closets accessible only through a corridor access door. Utility closet doors shall be sized for ease of service and maintenance of HVAC units. Access for maintenance shall not require entry into the sleeping unit. Air filters shall be located in duct mounted filter boxes within the utility closet.

3.7.2.2. Each sleeping unit shall be positively ventilated using dedicated outdoor air units. Dedicated outdoor air units (DOAUs) shall continuously supply dehumidified, tempered air ducted directly to each sleeping unit or mechanical closet from DOAU. Supply air conditions from DOAU shall be between 68 and 75 degree F dry bulb and no greater than 48 degree F dew point. Supply quantity shall be 40 cfm per sleeping unit. Sleeping unit exhaust shall be 25 cfm continuous through a bathroom exhaust. (Note: This exceeds ASHRAE 62.1 but provides compliance with IMC chapter 4 and maintains slight building positive pressurization with respect to dwelling unit exhaust rate of 25 cfm). DOAU unit shall be direct expansion (DX) type and cooling/dehumidification shall be available 24/7/365. Refer to chapter 6 for site specific constraints. The number of exhaust fans and DOAUs shall be the same, and exhaust fans and DOAUs shall be arranged for and shall include exhaust air energy recovery. Exhaust and DOAU systems shall be provided with variable frequency drives (VFDs) and shall be provided with a control logic that provides reduced ventilation rates during periods of low interior humidity and still meet minimum ASHRAE 62.1 requirements.

3.7.2.3. AIT Barrack’s corridors shall be ventilated per ASHRAE 62.1 by supply from the dedicated outdoor air unit(s).

3.7.2.4. Sleeping unit room temperature control shall be through the direct digital control (DDC) system. Each sleeping unit shall have a heating/cooling unit. Occupant control will include on/off fan selection and an occupant temperature setpoint adjustment mechanism that allows +/- 2 degrees F of adjustment from the DDC programmed set points of 70 degrees F heating and 75 degrees F cooling. Additionally the DDC controls shall monitor each sleeping unit for sub-cooling. The DDC system shall record an alarm event if the space temperature drops below 71 degrees F (adjustable) when the outside air is greater than 85 degrees F (adjustable). DDC system shall record an alarm event if the space temperature drops below freezing during the winter months. Occupant control shall also include ability to select heating or cooling mode. HVAC system shall be able to provide for year round heating or cooling in individual sleeping units as selected by the occupants.

3.7.3. Fire Protection

Fire suppression systems shall be designed in accordance with the latest edition of UFC 3-600-01. However, the AITB shall be classified as mission essential and shall be provided with sprinkler protection regardless of other criteria or code provisions. The facility shall be protected throughout by a complete automatic sprinkler system. Fire alarm systems shall be addressable type with addressable devices. The type, function and location of the fire alarm annunciator shall be coordinated with the local authority having jurisdiction. The facility shall also be protected throughout with a mass notification system in accordance with UFC 4-021-01.

Notification appliances shall be configured such that speakers are shared between fire alarm and mass notification systems inside the building.

3.8. ELECTRICAL AND TELECOMMUNICATIONS REQUIREMENTS

Select electrical characteristics of the power system to provide a safe, efficient, and economical distribution of power based upon the size and types of loads to be served. Use distribution and utilization voltages of the highest level that is practical for the load to be served. The effect of nonlinear loads such as computers, other electronic equipment and electronic ballasts shall be considered and accommodated as necessary. Transient voltage surge protection shall be provided for AITBs, BNHQs and BDEHQs.

3.8.1. Power outlets

Power shall be provided for all installed equipment requiring power including all government furnished contractor installed equipment and all GFGI equipment. Power poles are not allowed. The following shall also be provided.

3.8.1.1. Provide 125-volt duplex receptacles per NFPA 70 in conjunction with the proposed equipment and furniture layouts, and as per other stated requirements elsewhere in the RFP.

3.8.1.2. In addition to receptacles required elsewhere in the RFP provide one 125-volt duplex receptacle per wall in all normally occupied spaces.

3.8.1.3. For housekeeping purposes provide a minimum of one 125-volt, duplex receptacle per corridor and a minimum of one 125-volt duplex receptacle in the lobby. No point along bottom of corridor or lobby walls shall be more than 25 feet from a receptacle.

3.8.1.4. Provide 125-volt duplex receptacles mounted adjacent to lavatories. Provide a minimum of one for every two adjacent lavatories. Each single lavatory shall also be provided a receptacle.

3.8.1.5. Provide a minimum of two 125-volt, 20A duplex receptacles in each mechanical room in addition to NFPA70 requirements. In addition, provide a minimum of one 125-duplex receptacle at the rack in each electrical room.

3.8.2. Grounding

Grounding shall be provided in accordance with NFPA 70 and UFC 3-580-01 Telecommunications Bldg Cabling System Planning/Design. In addition raised flooring shall be grounded to the building’s primary grounding electrode.

3.8.3. Lighting

Interior lighting controls shall be provided in accordance with ASHRAE 90.1. Local manual controls shall supplement automatic controls in offices, large open work spaces, bedrooms; and specialized areas such as, conference rooms, computer learning centers, multipurpose spaces and covered assembly areas. Compact fluorescent lamps of 12 watts or less shall not be used. Provided lighting levels shall be within +/- 10% of required lighting levels.

3.8.3.1. Not Used

3.8.3.2. Not Used

3.8.3.3. Lobbies in AITB shall be illuminated to a level of 10 foot-candles. CQ station within the first floor lobby shall be illuminated to a level of 30 foot-candles3.8.3.4. Mechanical rooms, multipurpose space, company supply, day room, supply rooms and electrical rooms shall be illuminated to a level of 30 foot-candles.

3.8.4. Telecommunications System

Telecommunication outlets shall be provided per the applicable criteria based on functional purpose of the space within the building and in accordance with other provisions of this RFP.

3.8.4.1. Provide voice and data connection capability to all workstations.

3.8.4.3. Equipment racks shall be 84 inches in height.

3.8.4.4. Cable tray shall be installed around the entire perimeter of all telecommunications rooms.

3.8.4.5. Service riser conduits in main telecommunications room shall be located behind the equipment racks.

3.8.4.6. Provide each bedroom with conduit rough-in and pull string for two (one per desk) communication outlets.

3.8.5. Not Used

3.8.6. Not Used

3.8.7. CATV

All CATV outlet boxes, connectors, cabling, and cabinets shall conform to UFC 3-580-01 Telecommunications Bldg Cabling System Planning/Design unless noted otherwise. All horizontal cabling shall be homerun from the CATV outlet to the commercial equipment closet. CATV connectivity shall be provided in: all multipurpose spaces, day rooms, CQ space, and private offices. See paragraph 6.0 PROJECT SPECIFIC REQUIREMENTS for additional requirements.

3.9. FIRE ALARM REQUIREMENTS

3.9.1. There shall be one complete new addressable Fire Alarm System for the building. This system shall consist of a Fire Alarm Panel, a communication device, initiating devices and notification devices.

Class A addressable systems shall be installed.

3.9.2. All software, software locks, special tools and any other proprietary equipment required to maintain, add devices to or delete devices from the system, or test the Fire Alarm system shall become property of the Government and be furnished to the Contracting Officer’s Representative prior to final inspection of the system.

3.9.3. The fire alarm system shall be designed by a professional Fire Protection Engineer and installed by a National Institute for Certification of Engineering Technologies (NICET) 3 technician.

3.9.4. Smoke detectors shall be provided in all bedrooms. Smoke detectors in bedrooms shall be monitored. Tampering with a smoke detector shall send a trouble signal. Trouble signals shall be transmitted to the fire department. Smoke alarm signals shall be transmitted as an alarm signal to the fire department.

3.10. MASS NOTIFICATION REQUIREMENTS

3.10.1. A building mass notification system shall be provided in conjunction with the Fire Alarm System per UFC 4-020-01. Technical requirements are provided in Section 5.10; Project Specific requirements are provided in Section 6.13.

4.0 APPLICABLE CRITERIA (REV 2.23 – 30 OCT 2009)

Unless a specific document version or date is indicated, use criteria from the most current references as of the date of issue of the contract or task order, unless otherwise stated in the task order. In the event of conflict between References and/or Applicable Military Criteria, apply the most stringent requirement, unless otherwise specifically noted in the contract or task order.

4.1. INDUSTRY CRITERIA

Applicable design and construction criteria references are listed in Table 1 below. This list is not intended to include all criteria that may apply or to restrict design and construction to only those references listed. See also paragraph 3 for additional facility-specific applicable criteria.

Table 1: Industry Criteria

Air Conditioning and Refrigeration Institute (ARI)

ARI 310/380 Packaged Terminal Air-Conditioners and Heat Pumps ARI 440 Room Fan-Coil and Unit Ventilator ANSI/ARI 430-99 Central Station Air Handling Units ARI 445 Room Air- Introduction Units ARI 880 Air Terminals

Air Movement and Control Association (AMCA) AMCA 210 Laboratory Methods of Testing Fans for Rating

American Architectural Manufactures Association (AAMA) AAMA 605 Voluntary Specification Performance Requirements and Test Procedures for High

Performance Organic Coatings on Aluminum Extrusions and Panels AAMA 607.1 Voluntary Guide Specifications and Inspection Methods for Clear Anodic Finishes for Architectural Aluminum AAMA 1503 Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall Sections American Association of State Highway and Transportation Officials (AASHTO)

Roadside Design Guide[guardrails, roadside safety devices] Standard Specifications for Transportation Materials and Methods of Sampling and Testing [Road Construction…