Attachment_D_.pdf

UNCLASSIFIED//FOR OFFICIAL USE ONLY

SATOC CONSTRUCTION SOW

Attachment D “Sample Project Request for Proposal”

DATE:

USACE-CENAB ENG PROJECT MANAGER:

PHONE:

FAX NUMBER:

SATOCC

CONSTRUCTION ONLY STATEMENT OF WORK

Building 8888 Basement Renovation

This Statement of Work contains the following sections:

- PROJECT DESCRIPTION

- STATEMENT OF SERVICES

- CONSTRUCTION PROPOSAL

- PROJECT REQUIREMENTS (Construction)

- SAFETY

- QUALITY CONTROL

- DD1354

- APPLICABLE TECHNICAL CRITERIA, CODES, REGULATION AND POLICY GUIDANCE

- SUBMISSION REQUIREMENTS

- SUBMISSION SCHEDULE

- PROPOSAL BREAKDOWN

PROJECT DESCRIPTION

The U.S. Army Corps of Engineers, Baltimore District (USACE-CENAB) requires construction services for alterations to the basement of Building 8888, Fort Meade, MD in order to accommodate customer requirements in that space. The project involves approximately 390 square feet located in Building 8888, Fort Meade, MD.

The project requires the renovation of architectural, mechanical, electrical systems, fire protection. See attachments. The Contractor shall provide services under this delivery order to Single Award Task Order Construction (SATOC) Contract Number W912DR-14-D-xxxx to accomplish this task as described in this Statement of Work (SOW) and as required by the SATOC contract.

STATEMENT OF SERVICES

GENERAL: The Contractor, in accordance with the Single Award Task Order Construction (SATOC) Contract, shall provide all necessary services to perform the requirements of the SOW. The Contractor shall also provide all other documents, as required in the SATOC contract, including permitting and the redline construction documents. The Government shall review and approve all actions of the Contractor in the the objective of developing and completing this project which satisfies U.S. Army Corps of Engineers (USACE) and user requirements and meets USACE construction criteria, Department of Defense (DoD) Unified Facilities Criteria and Unified Facilities Guide Specifications, state and local government codes and regulations, as required, and all applicable regulations listed in this Statement of Work under APPLICABLE TECHNICAL CRITERIA, CODES, REGULATION AND POLICY GUIDANCE. If the guidance results in a conflict, then the MOST STRINGENT REQUIREMENT SHALL PREVAIL. The project shall be accomplished in accordance with the schedule described in the Statement of Work under SUBMISSION SCHEDULE.

RESPONSES TO COMMENTS: The Contractor shall be responsible for incorporating all USACE comments and / or changes and shall revise project documentation as required. Should clarification be required or exception taken to any comment, the Contractor shall be responsible for communicating with the USACE project manager within three working days after receipt of said comments. If the Government does not concur with the contractor's exceptions, whether delivered through electronic communication or written communication (hard copy), the contractor shall immediately contact the USACE Project Manager to provide further guidance.

MINUTES OF THE MEETINGS: Contractor shall prepare minutes of the meetings and all telephone conversations relating to this project and shall further distribute electronic copies to the USACE project manager(s). Distribution of meeting minutes shall occur no later than three (3) working days after meeting occurs. USACE project manager(s) shall always be provided copies regardless of attendance at meeting(s).

Minutes of the meeting shall record all significant topics of discussion including, but not limited to, mutually agreed resolutions to project problems.

CONSTRUCTION PROPOSAL

The construction proposal shall be based on “pre-priced” and “non-pre-priced” unit or assembly work items;

using RS Means Cost Works Building Construction Cost Data and associated cost data as required by the contract and the Government. The contractor shall use the construction coefficients for this proposal. The Contractor’s pre-task order scoping effort shall not constitute an obligation by the Government and shall not be paid for under any post task award line item.

PROJECT REQUIREMENTS

CONSTRUCTION SERVICES

SERVICES TO BE FURNISHED BY CONTRACTOR:

a. Permits The Contractor shall be responsible for providing all permits, as required by the SATOC Contract, for this project.

b. Pre-Construction Submittals and Meetings

The Contractor, and sub-Contractors shall attend a Pre-Construction Meeting and Safety Meeting (can be combined). The Contractor shall be responsible for assuring that the Pre-construction Submittals are submitted in a binder to USACE-CENAB-RE PM two weeks prior to Pre-Construction Meeting. Pre-Construction submittals, per the SATOC Contract, consist of the following:

1. List of Contact Personnel

2. Subcontractor list

3. Signed site Specific Safety Plan and Activity Hazard Analysis per USACE Safety and

Health Requirements Manual 385-1-1 http://publications.usace.army.mil/publications.

See Appendix A in Manual 385-1-1. This plan shall have a two week minimum review period by USACE. Construction cannot begin until the USACE approves this document.

4. Schedule of Values

5. Updated Project Schedule

6. Equipment Submittals on ENG Form 4025

7. Signed Quality Control Plan

c. Schedule The Contractor shall be responsible for assuring that the construction work is completed on schedule as indicated in the SUBMISSION SCHEDULE in this Statement of Work. The schedule shall be the basis for measuring Contractor progress and shall be in Microsoft Project format. The schedule shall comply with all SATOC contract requirements. Lack of an approved schedule shall result in an inability of the Contracting Officer to evaluate Contractor’s progress for the purposes of payment. The Critical Path Method (CPM) shall be used to generate the Project Schedule. The Project Schedule is to be precise and complete, including any phasing required for the work, anticipated lead times for equipment, administrative requirements (i.e. submittal review) and the total calendar days required for project completion. The schedule shall be updated on a monthly basis and submitted with request for payment. Changes in logic or re-baselining require Government approval. Reference the Division 1 specification sections on schedules and quality control, which are all a part of this contract.

d. Construction The Contractor shall comply with all requirements of Contractor Quality Control as specified by the SATOC Contract. On projects valued at $1.0 M or more, the Project Manager, Task Order Quality Control Manager, and Site Superintendent shall be required to complete the Construction Quality Management for Contractors course offered by the Baltimore District of the USACE. The following web site shall provide necessary information to register for the course:

http://www.nab.usace.army.mil

Search for Construction Quality Management for Contractors Class (CQM-C). The Contractor shall provide written documentation of successful course completion.

http://publications.usace.army.mil/publications/eng-manuals/EM_385-1-1_languages/EM_385-1-1_English_2008/EM_385-1-1_2008Sep_Consolidated_2011Aug.pdf http://www.nab.usace.army.mil/contracts/cqc.htm

e. Monthly Exposure Hours The Contractor shall also be responsible for providing the monthly exposure hours by the second day of every month.

f. Close Out Documents The Close-Out Documents shall be submitted per the SATOC Contract. The submission includes, but is not limited to, the following:

1. Red-line drawings

2. Operation and Maintenance manuals

3. Commissioning and testing documentation

4. Warranty Management Plan which includes but is not limited to: description of item, model and serial number, description of required maintenance, name and number to call for warranty service.

5. Release of Claims

SAFETY

The Contractor shall identify the Safety and Health Manager in accordance with the SATOC Contract. The Safety and Health Manager shall be responsible for reviewing and signing the Accident Prevention Plan (APP) and Activity Hazard Analysis. The APP shall include an Emergency Response Plan and Accident Reporting Plan which shall incorporate contacting the USACE PM. The Safety and Health Manger shall review the Pre- Construction submittal to the Government and ensure all required documentation is included. The USACE PM and Safety Representatives shall be invited to and upon request receive copies of all safety meeting minutes held during construction.

QUALITY CONTROL

The Contractor shall identify the Contractor Quality Control (CQC) System Manager and Task Order Quality Control Manager(s) in accordance with the SATOC Contract. The Contractor shall furnish for review by the Government, the task order specific Contractor Quality Control (CQC) Plan. The plan shall identify features of work, personnel, procedures, equipment list, controls, instructions, tests, records, and forms to be used.

Construction shall be permitted to begin only after acceptance of the Task Order specific CQC plan or acceptance of interim plan applicable to the feature of work to be started. The CQC system manager shall also review the Close-Out submittals to the Government and ensure all required documentation is included. The CQC Plan shall meet the requirements of Engineer Regulation (ER) 1180-1-6, Construction Quality Management.

DD FORM 1354

The contractor shall assist the Government in preparing the Draft, Interim, and Final versions of the DD Form 1354 for this project. All work shall be done in accordance with UFC 1-300-08, change 1, dated March 2010.

APPLICABLE TECHNICAL CRITERIA, CODES, REGULATION AND POLICY

GUIDANCE

The construction for this project shall comply with the information as summarized below:

• Attachment A - Requirements

• Attachment B - Applicable Codes, Regulations and Policy Guidance

• Attachment C - Construction Drawings dated 7/12/2013.

SUBMISSION REQUIREMENTS

1. SUBMITTALS:

a.__6__ sets of submittals

2. REDLINE:

a.__3__ sets drawings with redline construction changes.

3. CLOSE OUT:

a.__1__ Copy of the Release of Claims with raised seal b.__6__ sets Warranty Maintenance Plan(s) per the contract requirements. (Make, model, serial numbers listed and contact information for sub-Contractors responsible for warranty.)

c.__6__ sets Operations and Maintenance Documents.

d.__6__ sets Documentation of commissioning, testing, and training.

e.__6_ sets Three-ring binder with spine marked with project name and all documents required.

f.__2__ CD-ROMs with all red line drawings and documents included.

CONSTRUCTION SUBMISSION SCHEDULE

Construction Submission Schedule Calendar Days

Site Visit completed within 7 calendar days of NTP. Identify any long lead items that will affect the schedule. 7

2 Pre-Construction Submittals submitted 20 days after site visit 20

3 Government Review 14

4 Material Submittals 7

5 Construction Start 1

6 Government Review 14

7 Construction 80

8 Construction Punch List within 15 days of Beneficial Occupancy 0

Construction Substantial Completion and Beneficial Occupancy (158 Calendar Days) 15

10 Construction Red Line Dwgs submitted within 10 calendar days of Completed Punch List 10

11 Government Review 14

12 Close-Out Documents submitted 10

13 Government Review 14

14 Final Invoice 14

Period of Performance TOTAL CALENDAR DAYS 220

REQUESTED PROPOSAL BREAKDOWN

1. Construction Services

Construction costs shall show labor, material, and equipment costs for each definable feature of work along with overhead and profit rates and the total cost.

Amy Yale, Project Manager Date Installation Support Section, RSFO, USACE

Customer Date

Sarah Austin-Blevins, Chief Date Instillation Support Section, RSFO, USACE

END

ATTACHMENT A

1. REQUIREMENTS

1.0 General

Contractor shall be governed by this SOW and attached project drawings. Only approved materials are permitted to be installed under this contract. Refer to the attached drawings for the location and size of items being removed, replaced, or installed.

2. CIVIL/ARCHITECTURAL REQUIREMENTS

2.0 General

2.0.1. Contractor shall field verify all dimensions prior to start of renovation.

2.0.2. All existing drywall shall be patched and painted to match existing finish as necessary due to installation of electrical outlets and light switches.

2.0.3. All existing suspended ceilings shall be repaired to match existing finish as necessary due to removal/installation of walls, relocation/installation of walls, relocation/installation of lights, and relocation/installation of HVAC diffusers.

2.0.4. Door hinge installation shall conform to BHMA A156.1. Use 4-1/2 by 4-1/2 inch hinges unless otherwise indicated. Install loose pin hinges for interior doors so that pins will be non-removable when door is closed. Other antifriction bearing hinges may be provided in lieu of ball-bearing hinges.

2.0.5. Door hardware finish shall conform to BHMA A156.18. Provide hardware in BHMA 630 finish (satin stainless steel), unless specified otherwise. Provide items not manufactured in stainless steel in BHMA 626 finish (satin chromium plated) over brass or bronze, except BHMA 652 finish (satin chromium plated) for steel hinges. Door locks shall be Simplex Pushbutton Lever Door Lock, Part# LL- 1021B-26D-41 (Left Hand), or Simplex Pushbutton Lever Door Lock, Part# LR-1021B-26D-41 (Right Hand), or approved equal with an IC Core keyed to the existing Building Management system.

2.1 Demolition

2.1.1. Demolish existing interior walls, window blinds, window sashes, window, cabinet, sink, doors, and door frames as specified on attached drawings.

2.1.2. Not shown on drawings: Demolish existing vinyl composite tiles.

2.2 New Work

2.2.1. Provide and install new interior walls, kitchenette, appliances, doors, and door frames as specified on attached drawings.

2.2.2. Not shown on drawings: Provide and install ceramic tiles.

2.2.3. Provide and install new concrete wall partition in window opening as specified in the attached drawings.

2.2.4. Provide an instantaneous water heater for domestic water. NOTE: This is not shown on drawings.

3. ELECTRICAL REQUIREMENTS

3.0 General

3.0.1. Contractor shall dispose of all items designated as excess and not to be reused as part of this project.

3.0.2. All electrical work shall be completed in accordance with the latest edition of the National Electric Code (NEC / NFPA-70, edition in effect), the National Electrical Safety Code, and the Unified Facilities Criteria (UFC) UFC-3-550-03FA, Electrical Power Supply and Distribution.

3.0.3. Contractor shall be responsible for all field bends, fittings, and wiring terminations for all electrical installations.

3.0.4. All new conductors shall be color coded or marked to indicate phases, neutral, or ground.

3.0.5. All branch circuit breakers shall be bolt-on type.

3.0.6. Contractor shall test insulation and continuity of all new cabling/wiring before energizing circuit.

3.0.7. Wires and cables shall meet applicable requirements of NFPA 70 and UL for type of insulation, jacket, and conductor specified.

3.0.8. All conductors shall be copper. Conductors No. 8 AWG and larger diameter shall be stranded.

Conductors No. 10 AWG and smaller diameter shall be solid. Conductor sizes and capacities shown are based on copper.

3.0.9. Minimum size for branch circuits shall be No. 12 AWG.

3.0.10. Power and lighting wires shall be 600-volt, Type THWN/THHN conforming to UL 83, except that grounding wire may be type TW conforming to UL 83.

3.0.11. Bonding conductors shall conform to ASTM B 1, solid bare copper wire for sizes No.8 AWG and smaller diameter; ASTM B 8, Class B, stranded bare copper wire for sizes No. 6 AWG and larger diameter.

3.0.12. Receptacles shall conform to UL 498, hard use, heavy-duty, grounding-type. Bodies shall be of white as per NEMA WD 1. Face and body shall be thermoplastic supported on a metal mounting strap.

Dimensional requirements shall be per NEMA WD 6. Provide screw-type, side-wired wiring terminals.

Connect grounding pole to mounting strap. The receptacle shall contain triple-wipe power contacts and double or triple-wipe ground contacts. Mount receptacles 18 inches above finished floor UON.

3.0.13. Provide and label all new receptacle cover plates according to panel name and circuit being used.

3.0.14. Label all new electrical junction box cover plates according to panel name and circuit being used.

3.0.15. Label all other new electrical components with the name of component and source of power for component. Labels shall be engraved and permanently mounted.

3.0.16. Provide boxes in wiring and raceway systems wherever required for pulling of wires, making connections, and mounting of devices or fixtures. Boxes shall be sheet steel.

Each box shall have volume required by NFPA 70 for number of conductors enclosed in box. Boxes for mounting lighting fixtures shall be minimum 4 inches square, or octagonal, except that smaller boxes may be installed as required by fixture configurations, as approved. Fasten boxes and supports with machine screws or welded studs on steel. In open overhead spaces, cast boxes threaded to raceways need not be separately supported except where used for fixture support; support sheet metal boxes directly from building structure or by bar hangers. Where bar hangers are used, attach bar to raceways on opposite sides of box, and support raceway with approved type fastener maximum 24 inches from box.

3.0.17. Provide conductor identification within each enclosure where tap, splice, or termination is made. For conductors No. 6 AWG and smaller diameter, color coding shall be by factory-applied, color-impregnated insulation. For conductors No. 4 AWG and larger diameter, color coding shall be by plastic-coated, self-sticking markers; colored nylon cable ties and plates; or heat shrink-type sleeves.

3.0.18. Make splices in accessible locations. Make splices in conductors No. 10 AWG and smaller diameter with insulated, pressure-type connector. Make splices in conductors No. 8 AWG and larger diameter with solderless connector, and cover with insulation material equivalent to conductor insulation.

3.0.19. Conductor splices inside panelboards are not permitted.

3.0.20. Covers and device plates shall be installed with edges in continuous contact with finished wall surfaces without use of mats or similar devices. Plaster fillings are not permitted. Install plates with alignment tolerance of 1/16 inch. Sectional-type device plates are not permitted.

3.1 Demolition

3.1.1. Demolish existing receptacles with associated wirings and conduits as specified in the attached drawings. Total of 3.

3.1.2. Demolish an existing homerun circuit #12 completely back to Panel PDU1 as specified in the attached drawings.

3.1.3. Temporarily disconnect and remove existing 2’x4’ light fixtures with associated and conduits as specified in the attached drawings for relocation. Total of 5.

3.1.4. Temporarily disconnect and remove existing 1’x4’ light fixture with associated wirings and conduits as specified in the attached drawings for relocation. Total of 1.

3.1.5. Temporarily disconnect and remove an existing emergency light fixture with associated wiring and conduit as specified in the attached drawings for relocation.

3.1.6. Demolish existing light switches with associated wirings and conduits as specified in the attached drawings. Total of 3.

3.2 New Work

3.2.1. Provide and install a new electrical panelboard, 100A main circuit breaker, 208/120V, 3-Phase, 4- Wire, 30 circuits as specified in the attached drawings.

3.2.2. Provide and install new wall mounted junction boxes locations indicated in the attached drawings for new system furniture. Circuit the new system furniture as specified in the attached drawings. Total of 12.

3.2.3. Provide and install a new power pole, Hubbell Model #HBLPP10AAL, or approved equal at location indicated in the attached drawings. Circuit the new power pole as required. Total of 2.

3.2.4. Provide and install twist lock receptacles, type L5-30R, at locations indicated in the attached drawings. Circuit the new twist lock receptacles as required. Total of 4.

3.2.5. Provide and install new duplex receptacles at locations indicated in the attached drawings. Circuit the new receptacles as required. Total of 8.

3.2.6. Provide and install new ceiling mounted junction boxes at locations indicated in the attached drawings for new air ventilation system. Circuit the new junction boxes as required. Total of 2.

3.2.7. Provide and install a new NEMA 3R wall mounted fused disconnect switch, 30A, 240V, 1-Phase, fused at 20A at location indicated in the attached drawings. Circuit the new disconnect switch as required.

3.2.8. Provide and install a new toggle switch for sink disposal at location indicated in the attached drawings. Circuit the new toggle switch as required.

3.2.9. Re-install existing 2’x4’ light fixture at new locations indicated in the attached drawings. Re-circuit the newly relocated light fixtures as required. Total of 5.

3.2.10. Provide and install a new 2’x4’ light fixture at location indicated in the attached drawings. Circuit the newly installed light fixture as required. Total of 3.

3.2.11. Re-install an existing 1’x4’ light fixture at a new location indicated in the attached drawings. Re-circuit the newly relocated emergency light fixture as required.

3.2.12. Re-install an existing emergency light fixture at a new location indicated in the attached drawings.

Re-circuit the newly relocated emergency light fixture as required.

3.2.13. Provide and install a new light switch at location indicated in the attached drawings.

Circuit the new light switch as required. Total of 2.

3.2.14. Replace lamps for the existing light fixtures in the men’s restroom as required.

4. FIRE ALARM REQUIREMENTS

4.0 General

4.0.1. All final terminations to the existing fire alarm shall be done by a local DPW fire alarm technician.

4.1 Demolition

4.1.1. None anticipated.

4.2 New Work

4.2.1. Provide and install two new wall mounted strobe lights with associated feeder wiring and conduit as specified in the attached drawings. Final termination to the existing fire alarm system shall be done by a local DPW fire alarm technician. Notify a local DPW fire alarm technician upon installation completion.

4.2.2. Provide and install a new ceiling mounted smoke detector with associated feeder wiring and conduit as specified in the attached drawings. Final termination to the existing fire alarm system shall be done by a local DPW fire alarm technician. Notify a local DPW fire alarm technician upon installation completion.

5. MECHANICAL REQUIREMENTS

5.0 General

5.0.1. All HVAC work shall be done in compliance with the latest edition of the International Mechanical Code.

5.0.2. Contractor shall field verify all requirements prior to the commencement of work.

5.1 Demolition

5.1.1. Remove existing air cleaners as shown in the attached drawings.

5.2 New Work

5.2.1. Provide and install new 2.5-Ton multizone ductless air conditioning unit and associated equipment as shown in the attached drawings.

5.2.2. Provide and install new fresh air ventilation systems as shown in the attached drawings.

6. SECURITY REQUIREMENTS

6. General

6.0.1. Interior areas of the open storage area shall be protected by an IDS consisting of motion sensors and high security switches that meet UL 634 requirements. Areas that reasonably afford access to the area where classified data is stored are to be protected with motion detection sensors, e.g., ultrasonic and/or passive infrared. The IDS will be configured to protect the main entry door, the two emergency egress doors, the interior corridor and the two large open areas.

6.0.2. All windows will be protected by the IDS.

6.0.3. IDS installation related components and monitoring stations will comply with UL standard for National Industrial Security Systems for the Protection of Classified Material, UL 2050.

6.0.4. Contractor shall field verify all requirements prior to the commencement of work.

6.1 Demolition

6.1.1. None expected.

6.2 New Work

6.2.1. Contractor shall provide approved security installer for design-build to customer requirements.

6.2.2. Contractor shall provide and install security equipment as required.

6.2.3. Contractor shall secure hinge pins on unsecure side of perimeter doors will by pinned, brazed, or spot-welded to prevent removal as shown in the attached drawings.

6.2.4. Contractor shall provide and install badge reader as shown in the attached drawings.

6.2.5. Contractor shall provide and install CDX-09 security lock on perimeter door as shown in the attached drawings.

7. EQUIPMENT SUBMITTALS

HVAC equipment Power Panel Disconnect Switch Power Pole Circuit Breaker Disconnect Switch Light Fixtures Doors Door Hardware and finishes Door locks Window hardware Kitchenette accessories Ceramic tiles Concrete

IDS Components – Motion detectors and security switches Fire Alarm devices Gypsum Materials

ATTACHMENT B

Applicable Codes, Regulations, and Policy Guidance

1. NFPA 101: Life Safety Code, 2012 edition.

2. Unified Facilities Criteria (UFC) – 1-200-01 General Building Requirements, 27 November 2007 including Change 2, 27 January 2010.

3. Unified Facilities Criteria (UFC) 1-300-02, Unified Facilities Guide Specifications (UFGS) Format

Standard, September 2004, Change 4 December 2006

4. Unified Facilities Criteria (UFC) – 3-600-01 Design: Fire Protection Engineering for Facilities, 26

September 2006 including Change 1, 14 July 2009.

5. Unified Facilities Criteria (UFC) – 4-020-01 DoD Security Engineering Facilities Planning Manual, 11 September 2008.

6. State of Virginia and Fort Belvoir, Base codes, regulations, and requirements - All related

Documents.

7. NFPA 10 Standard for Portable Fire Extinguishers, 2010 Edition

8. NFPA 13 Standard for the Installation of Sprinkler Systems, 2010 Edition

9. NFPA 70 National Electrical Code (NEC) Handbook, 2008 Edition.

10. NFPA 70E Standard for Electrical Safety in the Workplace, 2009 Edition

11. NFPA 72 National Fire Alarm and Signaling Code, 2010 Edition

12. NFPA 72E Automatic Fire Detectors, 2010 Edition (incorporated into NFPA 72).

13. NFPA 75 Standard for the Protection of Information Technology Equipment, 2009 Edition

14. NFPA 80 Standards for Fire Doors and Other Opening Protectives, 2010 Edition.

15. NFPA 90A Standard for the Installation of Air Conditioning and Ventilating Systems, 2009 Edition

16. NFPA 92 Standards for Smoke Management Systems. Current Edition: Proposed Standard Next

Edition: 2012

17. Americans with Disabilities Act of 1990

18. American with Disabilities Act Amendments Act of 2008 (ADAAA)

19. Uniform Federal Accessibility Standards (UFAS)

20. Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities (ADAAG)

21. ANSI/ASHRAE 52.2 Method of Testing General Ventilation Air-Cleaning Devices for Removal

Efficiency by Particle Size, 1999

22. ANSI/ASHRAE 62.1 Ventilation for Acceptable Indoor Air Quality, 2007

23. ANSI/ASHRAE 90.1, Energy Standards for Buildings, Except Low Rise Residential Buildings, American Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE)

24. SMACNA Duct Standards - All Applicable Standards (including Duct Leakage).

25. PHCC National Standard Plumbing Code 2009

26. (ARI) Air Conditioning and Refrigeration Institute - All related Documents

27. (AHRI) Air-Conditioning, Heating and Refrigeration Institute - All related Documents

28. (ADC) Air Diffusion Council, Flexible Duct Performance & Installation Standards, 4th Edition

29. (ADC) Air Diffusion Council FD 72-R1, Flexible Duct Test Code, 3rd Edition

30. (ASME) American Society of Mechanical Engineers - All related Documents

31. (ANSI) American National Standards Institute - All related Documents

32. (IEEE) Institute of Electrical and Electronics Engineers - All related Documents

33. Occupational Safety and Health Administration (OSHA) - All related Documents

34. (AABC) Associated Air Balance Council - All related Documents

35. Air Movement and Control Association (AMCA) International, Inc. - All related Documents

36. ASTM International - All related Documents

37. AWS American Welding Society - All related Documents

38. Builders Hardware Manufacturers Association (BHMA) - All related Documents

39. Door and Hardware Institute (DHI) - All related Documents

40. FM Factory Mutual System - All related Documents.

41. Gypsum Association - All related Documents

42. IES Illuminating Engineering Society of North America - All related Documents

43. SDI Steel Door Institute - All related Documents

44. SDI Steel Deck Institute – All related Documents

45. UL Underwriters Laboratories, Inc. - All related Documents

46. US Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1

47. International Building Code (IBC) – All applicable criteria

48. Unified Facilities Criteria (UFC) - All applicable criteria

INDEX OF DRAWINGS

SITE PLAN

MAP OF COUNTRY

DRAWING LEGEND

FOR OFFICIAL USE ONLY