Am-0005_W9128F-19-R-0005.pdf

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

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

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

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No. 0005 W9128F

SOF MOUNTAINEERING FACILITY, PN 81899 (FY19), FORT CARSON, COLORADO

See attached documentation for content of the amendment revisions to solicitation

Date for receipt of proposals is 22 FEB 2019 at 1000 hours

Government Point of Contact: Bill Rawe, Contract Specialist (402) 996-3722

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Rocky Mountain Area Office Attn: CONTRACTING DIVISION (CENWO-CT-M) 5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919

See Item 6

W9128F-19-R-0005

02/13/2019

01/10/2019

02/13/2019

Am #0005 - 1

Am #0005 - 2 (Continuation SF 30)

13 February 2019 Solicitation No. W9128F 19 R 0005

Date of Issue: 10 JAN 2019 New Date of Receiving Proposals: 22 FEB 2019

SUBJECT: Amendment No. 0005 to Request for Proposal Solicitation Package for Design and Construction of SOF MOUNTAINEERING FACILITY.

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes.)

(1) Standard Form 1442 (SF1442), Page 00 10 00-1, item 13.A., delete the time and date for proposal receipt and substitute “1000” and “22 FEB 2019”.

b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment. For convenience, on the revised specification pages, changes have been identified with highlighting, all portions of the revised specification pages apply regardless of whether changes are shown with highlighting.

Pages or Sections Deleted Pages or Sections Substituted or Added 01 82 00 01 82 00 01 86 10 01 86 10

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged. All other conditions and requirements of the request for proposal remain unchanged.

3. Electronic Proposals. Provide proposals via the instructions provided in Section 00 22 00 of the Request for Proposal.

4. Offers will be received until 10:00 a.m., local time at place of receiving proposals, 22 FEB 2019.

Attachments:

Section 00 10 00 – Standard Form 1442 and CLIN Pricing Schedule Specification Pages listed in 1.b., above

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

13 FEB 2019

nep/2160

Am #0005 00 10 00 - 1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9128F-19-R-0005

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

10 JAN 2019

PAGES OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

6. PROJECT NO.

7. ISSUED BY CODE CT 8. ADDRESS OFFER TO

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Rocky Mountain Area Office Attn: CONTRACTING DIVISION (CENWO-CT-M) 5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919

See Item 7

9. FOR INFORMATION

CALL:

A. NAME

Bill Rawe

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

(402) 996-3722

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):

The offeror hereby agrees to do all work described in the documents entitled:

SOF MOUNTAINEERING FACILITY, PN 81899 (FY19)

FORT CARSON, COLORADO

RETURN WITH OFFER: INFORMATION REQUIRED BY SECTION 00 10 00 (SF1442), SECTION 00 22 00, AND SECTION 00 45 00. ELECTRONIC COPIES OF

OFFER ARE ACCEPTABLE.

THIS SOLICITATION IS RESTRICTED 100% TO SMALL BUSINESS INTERESTS.

11. The Contractor shall begin performance within 10 calendar days and complete it within ** calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. **SEE CLIN PRICING SCHEDULE

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by 1000 (hour) local time 22 FEB 2019. If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than ___60_____ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442(REV. 4-85)

Prescribed by GSA FAR(48 CFR) 53.236-1(d)

Am #0005 00 10 00 - 2

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

DUNS Number:

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within 60 calendar days after the date offers are due.

AMOUNTS

SEE ATTACHED CLIN PRICING SCHEDULE

Contractor’s Fax No. CAGE CODE Contractor’s E-Mail address

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER

(Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

U.S. Army Engineer District, Omaha 1616 Capitol Ave.

Omaha, Nebraska 68102-4901

USAED Omaha c/o USACE Finance Center 5722 Integrity Drive Millington, TN 38054-5005

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (contractor is required to sign this document and return _______ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award,

(b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation, is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD DATE

STANDARD FORM 1442 BACK (REV. 4-85)

CLIN SCHEDULE 00 10 00 – 3 W9128F-19-R-0005

Am #0005

CONTRACT LINE ITEM PRICING SCHEDULE

ITEM

NO.

DESCRIPTION QTY UNIT UNIT

PRICE

AMOUNT

BASIC ITEMS

Entire work complete for Design of the SOF Mountaineering Facility excluding design associated with and specifically identified in Option Items listed below

Job

XXX

Entire work complete for Construction of the SOF Mountaineering Facility (basic floor plan) excluding Option Items listed below

TOTAL BASIC AMOUNT $_____________________________

OPTION ITEMS

[Option]

Additional cost to Design and Construct alternate floor plan in lieu of basic floor plan

Entire work complete for Procurement and Installation of FF&E for the basic floor plan

Additional cost for Procurement and Installation of FF&E for the alternate floor plan in lieu of the basic floor plan

Installation of Electronic Security Systems.

Installation of A/V system equipment and devices

Entire work complete to Construct Climbing Wall in the Drying Tower

Entire work complete to Design And Construct Parking and Access Road Option A as shown on Sheet GI102

CLIN SCHEDULE 00 10 00 – 4 W9128F-19-R-0005

Entire work complete to Design And Construct Parking and Access Road Option B as shown on Sheet GI102

TOTAL AMOUNT (BASIC PLUS OPTIONS) $_________________________________

OFFEROR'S NAME: ____________________________

Proposed Contract Duration in Calendar Days After the Notice to Proceed is Received Should Not Exceed Benchmark Duration of 720 Days.

(See Note No. 4) ____________ DAYS

NOTES:

1. See SECTION 00 21 00, INSTRUCTIONS TO OFFERORS (RFP) for evaluation of options. The

Government reserves the right to exercise Option No. 0003 and 0008 through 0010 within 90 days after issuance of Notice to Proceed and Options No. 0004 through 0007 within 365 days of Notice to Proceed.

2. Prices must be entered for all items of the schedule. Total amounts submitted without prices being entered on individual items will be rejected. Additions will be subject to verification by the Government. In case of variation between the lump-sum prices and the total amount, the lump-sum prices will be considered the price submitted.

3. A modification to a proposal which provides for a single adjustment to the total amount submitted, should state the application of the adjustment to each respective lump-sum price affected.

4. The Offeror shall propose a total integrated contract duration in number of calendar days after the Notice to

Proceed (NTP) is received by the Contractor. The total number of proposed calendar days for design and construction through completion, ready for turnover should not exceed the benchmark duration of 720 calendar days. The proposed duration shall become the required contract duration. The Government may issue the NTP via e-mail or Facsimile (FAX) or by other means. Day number 1 is the day after the date of receipt of the NTP.

See Section 00 73 00, paragraph 1.1: COMMENCEMENT, PROSECUTION AND COMPLETION OF

WORK.

5. Submit a Supplemental Price Breakdown for the “TOTAL BASIC AMOUNT” in the Pricing Schedule.

Include Offeror name, project title and project location on each page of the price breakdown. See Supplemental Price Breakdown of Pricing Schedule template on the following page. See Section 00 22 00 PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION CRITERIA AND BASIS OF AWARD for submission requirements.

CLIN SCHEDULE 00 10 00 – 5 W9128F-19-R-0005

SUPPLEMENTAL PRICE BREAKDOWN OF PRICING SCHEDULE TEMPLATE

TOTAL WITH MARKUPS AMOUNT TO EQUAL TOTAL BASIC AMOUNT

AS INDICATED ON PAGE 3 OF THIS SECTION 00 10 00

DIVISION MASTERFORMAT 2016 DESCRIPTION UNIT AMOUNT

01 GENERAL REQUIREMENTS (minus item 0101) LS $_______________ 0101 01 33 29 Sustainability Documentation LS $_______________

02 EXISTING CONDITIONS LS $_______________

03 CONCRETE LS $_______________

04 MASONRY LS $_______________

05 METALS LS $_______________

06 WOOD, PLASTICS, AND COMPOSITES LS $_______________

07 THERMAL AND MOISTURE PROTECTION LS $______________

08 OPENINGS LS $_______________

09 FINISHES LS $_______________

10 SPECIALTIES LS $______________

11 EQUIPMENT LS $_______________

12 FURNISHINGS LS $_______________

13 SPECIAL CONSTRUCTION LS $_______________

14 CONVEYING EQUIPMENT LS $_______________

21 FIRE SUPPRESSION LS $_______________

22 PLUMBING LS $______________

23 HEATING, VENTILATING, AND AIR CONDITIONING LS $_______________

25 INTEGRATED AUTOMATION LS $_______________

26 ELECTRICAL LS $_______________

27 COMMUNICATIONS LS $_______________

28 ELECTRONIC SAFETY AND SECURITY LS $_______________

31 EARTHWORK LS $_______________

32 EXTERIOR IMPROVEMENTS LS $_______________

33 UTILITIES LS $_______________

34 TRANSPORTATION LS $_______________

Total Price Breakdown Amount

Prime Contractor Markups:

--G&A General and Administrative Expense $ ______________ --FOOH Field Office Overhead not defined by Division -01 $ ______________ --PROFIT Profit $ ______________ --P&PB Performance and Payment Bond $ ______________

TOTAL WITH MARKUPS

• All items must be entered in dollars.

• “TOTAL WITH MARKUPS” from this Price Breakdown must match the “TOTAL BASIC

AMOUNT”.

This page was intentionally left blank for duplex printing.

SOF Mountaineering Facility, Fort Carson, Colorado FCAY

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 82 00

ARCHITECTURAL REQUIREMENTS

05/18

PART 1 GENERAL

1.1 REFERENCES

1.2 GENERAL DESIGN REQUIREMENTS

1.2.1 Applicable Codes and Criteria

1.2.2 Technical Specifications

1.2.3 Handicapped Accessibility

1.2.4 Occupational Safety and Health

1.2.5 Antiterrorism/Force Protection

1.2.6 Fire Protection and Life Safety

1.3 TYPE AND METHOD OF CONSTRUCTION

1.4 FUNCTIONAL BUILDING REQUIREMENTS

1.4.1 Space and Square Footage Allocation

1.4.2 Demolition Requirements

1.4.3 New Construction Requirements

1.4.3.1 Desired Image and Architectural Compatibility

1.4.3.2 Exterior Envelope

1.4.3.3 Room Finishes

1.4.3.4 Sound and Vibration Control

1.4.3.5 Security and Access Control

1.4.3.6 Sustainability and Energy Performance

1.4.3.6.1 Air Barrier

1.4.3.6.2 Building Envelope Energy Performance

1.4.3.6.3 Total Building Commissioning

PART 2 PRODUCTS

2.1 MATERIAL SELECTION CRITERIA

2.2 EXTERIOR WALLS

2.2.1 Precast Architectural Concrete

2.3 ROOFS

2.3.1 Single Ply Membrane Roofing

2.3.2 Walkways

2.3.3 Structural Standing Seam Metal Roof

2.3.4 Roof Warranties

2.4 DOORS AND FRAMES

2.4.1 Exterior Doors

2.4.1.1 Exterior Hollow Metal Doors

2.4.1.2 Doors in Curtainwalls/Storefronts

2.4.1.3 Unit Logo

2.4.1.4 Thresholds

2.4.2 Interior Doors

2.4.2.1 Interior Acoustic Rated Doors

2.4.3 Fire Doors

2.4.4 Hardware

2.4.4.1 Door Closers

SECTION 01 82 00 Page 1Am #0005

2.4.4.2 Keyed Access Entry Control Systems

2.4.4.3 Keyless Access Rough-In

2.4.5 Knox Box

2.4.6 Sectional Overhead Doors

2.5 CURTAINWALL/STOREFRONTS

2.6 TRANSLUCENT WALL PANELS

2.7 WINDOWS

2.7.1 Exterior Sun Control Devices

2.8 INTERIOR FINISHES

2.8.1 Gypsum Board Assemblies

2.8.2 Gypsum Board Ceilings

2.8.3 Acoustical Ceiling Tiles

2.8.4 Exposed Structural Ceilings

2.9 INFORMATION SPECIALTIES

2.9.1 Bulletin Boards/Tackboards

2.9.2 Wall-mount Television Bracket

2.9.3 Projection Screens

2.9.4 Projector Mounts

2.9.5 Framed Image Display System

2.10 RECREATIONAL EQUIPMENT

2.10.1 Climbing Wall (Bid Option)

2.11 COMPARTMENTS AND CUBICLES

2.11.1 Toilet Compartments

2.11.2 Urinal Screens

2.11.3 Solid Surface Shower Enclosures

2.12 TOILET ACCESSORIES

2.13 SAFETY SPECIALTIES

2.13.1 Defibrilator Cabinets

2.14 STORAGE SPECIALTIES

2.14.1 Cell Phone and Personal Belongings Storage Lockers

2.14.2 High-Density Mobile Shelving Systems

2.14.3 Metal Pegboard Storage System

2.15 EXTERIOR SPECIALTIES

2.15.1 Exterior Building Signage

2.16 FURNISHINGS AND ACCESSORIES

2.16.1 Entrance Floor Mats

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 82 00 Page 2Am #0005

SECTION 01 82 00

ARCHITECTURAL REQUIREMENTS

05/18

PART 1 GENERAL

1.1 REFERENCES

The design publications listed below shall be used as sources of criteria for the architectural design. Where a date is not specified, the most current edition of the code or standard in effect, including errata and addenda available at the RFP proposal submission deadline shall be used as criteria for the design. The criteria from these sources may be supplemented but not supplanted, by applicable criteria contained in nationally recognized codes and standards.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR A250.8 (2003; R2008) Recommended Specifications for Standard Steel Doors and Frames

U.S. ARMY (DA)

DA AR 380-5 (2000) Department of the Army Information Security Program

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2016; Change 1, 1 Feb 2018) General Building Requirements

UFC 1-200-02 (2016, with Change 1) High Performance and Sustainable Building Requirements

UFC 3-101-01 (2011; with Change 3) Architecture

UFC 3-110-03 (2012; with Change 2) Roofing

UFC 3-120-01 (2014; with Change 3) Design: Sign Standard

UFC 3-600-01 (2016; with Change 1) Fire Protection Engineering for Facilities

[*Am-2] UFC 4-010-01 (2018) DoD Minimum Antiterrorism Standards for Buildings

<text deleted>[**Am-2]

SECTION 01 82 00 Page 3Am #0005

DoD ABA Memorandum (2008) Dod Memorandum - Access for People with Disabilities

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 90.1 - IP (2016; ERTA 1-8 2017; INT 1-5 2017) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASTM INTERNATIONAL (ASTM)

ASTM E 1514-98 (1998; R 2011) Standard Specification for Structural Standing Seam Steel Roof Panel Systems

ASTM E1264 (2014) Acoustical Ceiling Products

CLIMBING WALL ASSOCIATION (CWA)

CWA ACS Specification (2009) General Specification for the Design and Engineering of Artificial Climbing Structures

FM GLOBAL (FM)

FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2015) International Building Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2018; TIA 18-1) Standard for Portable Fire Extinguishers

NFPA 101 (2018; TIA 18-1) Life Safety Code

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

NFPA 80 (2016; TIA 16-1) Standard for Fire Doors and Other Opening Protectives

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008; Reprint Feb 2015) Fire Tests of Door Assemblies

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED BDC Ref Guide (2013) USGBC LEED Reference Guide for Building Design and Construction, v4

SECTION 01 82 00 Page 4Am #0005

1.2 GENERAL DESIGN REQUIREMENTS

1.2.1 Applicable Codes and Criteria

All pertinent building codes, life safety codes, and reference criteria shall be met or exceeded. This project utilizes the DoD Building Code, as defined by UFC 1-200-01 and its references.

1.2.2 Technical Specifications

Government-provided technical guide specifications shall be completely edited and fully coordinated with the drawings to accurately and clearly identify the selected products and installation requirements for this project

Certain specifications and performance requirements, deemed critical to the project, have been included herein. Where requirements are not covered in the guide specifications, specification sections shall be prepared to cover those subjects and shall be in the same format as the guide specifications.

1.2.3 Handicapped Accessibility

Per DoD ABA Memorandum, "It is the goal of the Department of Defense (DoD) to make its facilities accessible to persons with disabilities. To achieve that goal, the Department intends to go beyond the minimum requirements of law. Even if a facility is exempt from coverage under the Architectural Barriers Act of 1968 (ABA), compliance with the standards identified in this memorandum is recommended to the maximum extent that is reasonable and practicable without degrading the facility's military utility."

The facility and site, excluding mechanical, electrical, telecommunication equipment rooms, and training equipment, shall be designed and constructed to be fully accessible in accordance with the Architectural Barriers Act (

36 CFR 1191).

1.2.4 Occupational Safety and Health

Building design shall comply with 29 CFR 1910 Occupational Safety and Health Standards (OSHA) criteria for all items which must be included in the design to ensure safety compliance.

1.2.5 Antiterrorism/Force Protection

This building shall include design provisions meeting the requirements of UFC 4-010-01 - DoD Minimum Antiterrorism Standards for Buildings. This includes, but is not limited to, minimum setbacks from parking areas and access drives, glazing and blast resistance requirements; visual screening;

HVAC intake louver locations; and other protective features as outlined in the UFC.

1.2.6 Fire Protection and Life Safety

Fire separation walls and egress from the facility shall meet or exceed the requirements of NFPA 101 - Life Safety Code. The facility shall be protected by an automatic fire sprinkler system throughout the building.

See Section 01 86 13 FIRE PROTECTION REQUIREMENTS as well as UFC 3-600-01 Fire Protection Engineering for Facilities.

SECTION 01 82 00 Page 5Am #0005

1.3 TYPE AND METHOD OF CONSTRUCTION

This facility shall be designed and constructed as permanent construction.

The definition of permanent construction is, "Facilities designed and constructed to serve a life expectancy of more than 50 years, should be energy efficient, and must have finishes, materials, and systems selected for low maintenance and low life-cycle cost." Reference UFC 1-200-02 for additional design criteria.

The overall building occupancy classification for the facility is defined in 01 86 13 FIRE PROTECTION REQUIREMENTS. Construction "Type IIB" shall be used for the facility. Provide fire protection, separation, and life safety features as necessary for the occupancy and type of construction listed.

1.4 FUNCTIONAL BUILDING REQUIREMENTS

1.4.1 Space and Square Footage Allocation

The building shall be arranged as shown on the drawings provided in this RFP. This arrangement has been arrived at after consultation with the end user and has been determined as the best way to meet the functional needs of the client, in addition to meeting necessary code requirements. However, other design solutions which slightly modify the furnished solutions may be acceptable, and will be reviewed on their design merits against the furnished criteria. Any changes to the floor plan must be approved by the Corps of Engineers Omaha District Design Branch Architectural Section, and the contracting officer.

The maximum gross square footage of the facility is 17,997 SF. Net square footage is somewhat flexible in most spaces, with adjustments being made as necessary to meet space functional requirements. The layout of the mechanical, electrical, and telecommunications spaces (rooms, allocated floor and wall spaces, and chases) are suggestive and may require wall and ceiling configurations to be slightly altered to conform to equipment requirements. Exterior building dimensions may be adjusted slightly but overall maximum gross square footage shall not be exceeded.

1.4.2 Demolition Requirements

This project is not demolishing any existing structures. See other portions of this RFP for site demolition requirements.

1.4.3 New Construction Requirements

See Room Data Sheets appendix for room by room requirements. Additional requiremets are found below.

CLASSROOMS anchor bar system consists of an overhead hung, steel structure anchorage system for demonstrating anchoring techniques. The anchor bar shall consist of a continuous structural shape with the underside located at 10'-0" above the finished floor. Locate anchor bars as shown on drawings. The anchor bars shall not be located within 4'-6" of adjacent walls. Eyebolts shall be located 24 inches on center along the length of the anchor bar. The eyebolts shall have an eye inside diameter of 3/4 inch or larger, with a material diameter to not exceed 1/2 inch. Each eye bolt shall be capable of supporting a 200 lb load.

The OPEN OFFICE shall have a through wall penetration for the running of a

SECTION 01 82 00 Page 6Am #0005 removable cable connecting an exterior relocatable ground based antenna and an interior control unit at a desk. This penetration shall have a lockable, tamperproof, weather-resistant enclosure with a hinged cover at the exterior face of the wall, and a hinged cover on the interior face of the wall. Provide gasketing at exterior enclosure cover to limit air infiltration. The enclosures and wall penetration shall be sized for the removable cable. Coordinate cable size with the users through the Contracting Officer (KO).

The LOADOUT BAY shall have a freestanding observation/rappelling training equipment feature. This equipment consists of a raised platform with a minimum floor to walking surface height of 14'-0". Access to the platform consists of a angled ship ladder. The platform at the top of the ships ladder shall have a 4'-0" by 4'-0" area with a 42" tall guardrail. The guardrail shall have an operable gate opening out onto the rest of the platform, which will have no railings. A continuous fall protection anchor bar system shall be provided at the rear of the platform, meeting 29 CFR 1910 Occupational Safety and Health Standards (OSHA) criteria for fall protection systems. This anchor bar system will need to be sized for the total amount of students and trainers on the platform, which shall be coordinated with the users through the KO. The equipment feature shall be galvanized. An overhead reinforced beam shall run above and adjacent to length of the platform without guardrails. The beam shall have anchorage eye bolts located at 6 feet on center, with the eye bolts within arms reach of personnel on the platform, allowing personnel to rappel/belay from the equipment to the floor. Coordinate beam location and anchorage loads with the users through the KO. The contractor shall provide a minimum of 7'-0" clearance directly above the platform, not including the adjacent reinforced beam.

The contractor shall construct a climbing wall in the DRYING TOWER as a bid option. The design of the climbing wall shall be a part of the base bid.

The climbing wall design and installation shall comply with the CWA ACS Specification. The wall shall be minimum 18'-0" wide and 20'-0" tall. The wall shall have 3 lanes equally spaced. The climbing wall will be a panelized plywood system on a steel support structure. Panels shall be modular and shall allow for replacement. The plywood shall be minimum 3/4 inch thick exterior grade non-combustible-fire retardant plywood, coated with a friction coating. The climbing wall shall have three dimensional surface achieving various configurations, including less than vertical sections, arêtes, and dihedrals. The contractor shall coordinate with the end user through the KO prior to design to capture end user requirements including, but not limited to, route setting, handhold placement, and route difficulty. The climbing wall shall be designed for rope climbing and sport climbing, and include lead bolts and belay anchors. Provide the climbing wall with modular handholds utilizing t-nuts. Provide each lane with two top anchors, with a load capacity of 2250 lbs each. Climbing wall shall have 1'-0" vertical clearance from top of top anchors to structure and similar items.

Provide a PREFABRICATED POL/HAZARDOUS WASTE STORAGE BUILDING. See specification 13 34 23, Room Data sheets and drawings for requirements.

Structural columns in administrative and classroom areas shall be furred out and finished. Columns in utilitarian and storage spaces may remain exposed.

Interior and exterior bollards at LOADOUT BAY overhead door shall be 6" diameter concrete filled steel bollards with a rounded top. Bollards shall

SECTION 01 82 00 Page 7Am #0005 be painted safety yellow.

[*Am-5] The primary location of building air handling equipment and similar mechanical items is preferred to be the mechanical room, followed by outside the building at ground level, followed by the roof. If roof top equipment is provided, provide a roof access ladder and hatch in the mechanical room for access to the low roof, as well as a ladder connecting the low roof and high roof. Provide the roof access ladders with a continuous ladder safety or personal fall arrest system as required per 29 CFR 1910. Roof hatch design shall be per UFC 3-110-03. Provide a 29 CFR 1910 compliant access path from the ladders away from the edge of the roof.

Blanket fall protection over the entirety of the roof is not required or desired. Locate mechanical equipment at least 10'-0" away from roof edges.

[**Am-5]

1.4.3.1 Desired Image and Architectural Compatibility

See the bridging documents for desired concept elevations. The final design shall utilize these elevations and references as the basis for developing final building elevations. Specific buildings to reference for aesthetic context include the FY 16 SOF Language Training Facility and the FY13 Battalion Operations Facility. Coordinate with the KO for approval of material aesthetics.

1.4.3.2 Exterior Envelope

The exterior envelope consists of structural insulated precast concrete wall panels, insulated metal wall panels, single ply membrane roofing, and structural standing seam metal roofing. The precast wall panels shall be faced in embedded thin masonry brick and block.

Reference bridging documents drawings for locations of envelope materials.

1.4.3.3 Room Finishes

See Room Finish Schedule on bridging documents drawings for Room Finish Information.

1.4.3.4 Sound and Vibration Control

Walls and ceilings shall be designed and constructed to impede transmission of equipment vibrations and other noises between rooms and within a room.

Wall construction in this facility shall be insulated or isolated to the minimum levels as defined by the room data sheets. When spaces with differing values abut one another, the more stringent value shall govern.

Where not otherwise defined, walls separating individual spaces in this project shall be constructed to Sound Transmission Class (STC)-33 requirements. Interior "stub" walls or other walls that do not serve as a means of physically enclosing a space need not be insulated. Walls that are rated STC 42 or higher shall extend to roof deck.

1.4.3.5 Security and Access Control

Conventional security measures, such as door locking hardware, shall be incorporated into the facility's design.

A portion of the facility will be a single open secure storage area, designed and constructed per DA AR 380-5. The spaces within the perimeter

SECTION 01 82 00 Page 8Am #0005

[*Am-5] The primary location of building air handling equipment and similar mechanical items is preferred to be the mechanical room, followed by outside the building at ground level, followed by the roof. If roof top equipment is provided, provide a roof access ladder and hatch in the mechanical room for access to the low roof, as well as a ladder connecting the low roof and high roof. Provide the roof access ladders with a continuous ladder safety or personal fall arrest system as required per 29 CFR 1910. Roof hatch design shall be per UFC 3-110-03. Provide a 29 CFR 1910 compliant access path from the ladders away from the edge of the roof.

Blanket fall protection over the entirety of the roof is not required or desired. mechanical equipment at least 10'-0" away from roof edges. Locate [**Am-5] of the open secure storage area include the OPEN OFFICE, private offices, the BREAK ROOM accessible from the OPEN OFFICE, COMPANY STORAGE, and the

CONFERENCE ROOM.

Security panels, security equipment, and BMS shall be provided and installed by others. The contractor shall dedicate locations for security panels and equipment in the Telecommunications room.

1.4.3.6 Sustainability and Energy Performance

1.4.3.6.1 Air Barrier

An air barrier shall be designed, installed, and tested following the requirements in UFC 1-200-02 and UFC 3-101-01. Air barrier specifications 07 27 10.00 and 07 05 23 are to be edited by the contractor. On design drawings indicate air barrier limits and provide detail drawings and specifications for construction. Mechanical rooms and the Loadout Bay are exempt from blower door testing. All other areas shall be segregated and constructed for required air barrier construction with full blower door testing.

1.4.3.6.2 Building Envelope Energy Performance

The contractor shall meet the minimum building envelope energy performance values of ASHRAE 90.1 - IP. The contractor shall insulate the building as needed to meet these values. The contractor shall also meet the minimum energy reduction requirements as listed in Federal mandates, as outlined in

UFC 1-200-02.

1.4.3.6.3 Total Building Commissioning

Apply total building commissioning principles and fully commission the facility, in compliance with 01 91 00.15 TOTAL BUILDING COMMISSIONING and

UFC 1-200-02.

PART 2 PRODUCTS

2.1 MATERIAL SELECTION CRITERIA

Material selections shall be based upon reducing operation and maintenance costs. All materials shall be easy to clean and resist soiling.

2.2 EXTERIOR WALLS

2.2.1 Precast Architectural Concrete

Provide precast architectural concrete panels in sizes, colors, and configurations necessary to mimic the aesthetic illustrated in the bridging documents. The contractor shall utilize non-composite precast concrete panels at building perimeter locations where thermal insulation is of primary importance. Care shall be taken in detailing to ensure a continuous thermal barrier throughout all non-composite panel areas. Areas of concrete webbing shall be reduced or eliminated to the greatest extent practicable by the precast concrete panel supplier. Non-conductive, non-composite wythe connectors shall be used. Insulation at openings, joints, and boundaries in the precast concrete panels may be tapered near openings, but must maintain a continuous thermal barrier. Provide embedded thin veneers as indicated in the bridging documents drawings. Interior precast panels may be composite or solid panels as applicable. Exterior precast not covered with a veneer

SECTION 01 82 00 Page 9Am #0005 material shall be acid etched, media-blasted, and/or provided with another finish treatment consistent with the required aesthetic.

2.3 ROOFS

2.3.1 Single Ply Membrane Roofing

Single Ply Membrane Roofing shall be internally fabric or scrim reinforced and fully adhered to its substrates. Acceptable products on this project are Ethylene Propylene Diene Monomer (EPDM), Polyvinyl Chloride (PVC), and Thermoplastic Polyolefin (TPO). Minimum thickness shall be as required to meet warranty requirements or as indicated in UFC, whichever is greater.

Single ply membrane roof shall be white in color, and be a cool roof as outlined with an initial Solar Reflectance Index (SRI) value of 82 minimum.

The contractor shall execute the requirements of the Heat Island Reduction credit of the LEED BDC Ref Guide as required in the TPC Checklist attached to 01 33 29. The roof membrance SRI value shall contribute to the achieving of this credit.

[*Am-5]

2.3.2 Walkways

Provide walkways in areas where regular foot traffic on the membrane may be expected for roof access or mechanical equipment inspection or maintenance.

Factory-formed, nonporous, heavy-duty, slip-resisting, surface-textured walkway pads or rolls, approximately 3/16 inch thick, and acceptable to membrane roofing system manufacturer. Color to match roof membrane. [**Am-5]

2.3.3 Structural Standing Seam Metal Roof

Roofing shall be non-combustible structural standing seam metal roofing designed in accordance with ASTM E 1514-98. The standing seam metal roof assembly shall be designed to resist wind uplift loads of 100 mph in accordance with ASCE 7. Provide gutters and downspouts to drain roof surfaces. Coordinate downspout termination with storm water drainage systems. Provide permanently attached snow and ice guards above entrances, and pedestrian walkways, where due to the roof layout, there is the potential for moisture runoff (snow, water or ice) at roof edges. Install fall protection anchor points on all roofs with a slope greater than 2:12.

For structural standing seam metal roofing, provide the material with 22 gauge minimum steel panels that are textured, ribbed, or striated to minimize possibility of oil canning. The roof shall be a cool roof with an Solar Reflectance Index (SRI) value of 29 minimum.

2.3.4 Roof Warranties

The roof manufacturer shall provide a single source, comprehensive 20-year, non-pro-rated, no dollar limit total roof system warranty, including flashing, insulation, and accessories necessary for a watertight, wind, and hail resistant roof system construction. The components of the roofing system shall be products of a single roofing system manufacturer (except in the case the component is an accessory and that type of component is not available through the roofing system manufacturer) as required to provide the specified system warranty. The warranty shall include coverage for sustained wind speed and/or peak wind gusts up to 100 mph, damage from hail up to 2 inch in diameter, accidental punctures resulting from normal rooftop inspection, maintenance and/or service, and must state that:

a. If within the warranty period the roof system, as installed, becomes non-watertight, shows evidence of moisture intrusion within the

SECTION 01 82 00 Page 10Am #0005

[*Am-5]

2.3.2 Walkways

Provide walkways in areas where regular foot traffic on the membrane may be expected for roof access or mechanical equipment inspection or maintenance.

Factory-formed, nonporous, heavy-duty, slip-resisting, surface-textured walkway pads or rolls, approximately 3/16 inch thick, and acceptable to membrane roofing system manufacturer. Color to match roof membrane. [**Am-5] assembly, splits, tears, cracks, delaminates, separates at the seams, shrinks to the point of bridging or tenting membrane at transitions, or shows evidence of excessive weathering due to wind, hail, , defective materials or installation workmanship, the repair or replacement of the defective and damaged materials of the roof system assembly and correction of defective workmanship must be the responsibility of the roof membrane manufacturer. The roof membrane manufacturer is responsible for all costs associated with the repair or replacement work.

b. When the manufacturer or his approved applicator fail to perform the repairs within 72 hours of notification, emergency temporary repairs performed by others does not void the warranty.

The roof system installer shall warrant for a period of not less than one

(1) year that the roof system, as installed, is free from defects in installation workmanship, to include the roof membrane, flashing, insulation, accessories, attachments, and sheet metal installation integral to a complete watertight roof system assembly. The warranty must run directly to the Government. The roof system installer is responsible for correction of defective workmanship and replacement of damaged or affected materials. The installer is responsible for all costs associated with the repair or replacement work.

2.4 DOORS AND FRAMES

2.4.1 Exterior Doors

2.4.1.1 Exterior Hollow Metal Doors

All exterior doors not located in storefront/curtainwall assemblies shall be insulated hollow metal and minimum Level 2 performance Level B per SDI/DOOR A250.8. All door frames shall be welded. No knock-down frames shall be allowed. Minimum thickness for hollow metal doors shall be 1-3/4 inches. Door frames not located under protective overhangs shall have continuous overhead rain drips for the full length of the door opening. All doors shall include aluminum thresholds and aluminum housed weather seals.

Exterior doors and frames shall receive a painted finish. Exterior doors shall exceed minimum insulation required in ASHRAE 90.1 - IP. Door frames shall be filled with spray foam insulation. Interior vestibule doors shall match the type, construction and configuration of their corresponding exterior doors and frames, when possible. Exterior doors and frames shall comply with UFC 4-010-01.

2.4.1.2 Doors in Curtainwalls/Storefronts

Provide doors with hardware and finishes compatible with Curtainwall and Storefront requirements listed above. Doors in curtainwalls and storefronts shall be fully-glazed. Coordinate door style with other doors in the facility.

2.4.1.3 Unit Logo

Provide unit logos on the upper portion of glazing at each leaf of the main entrance double doors. The unit logo shall be provided to the contractor by the Contracting Officer after award. The contractor shall optimize the logo for legibility when applied to the glazing. The logo shall use graduated lines and dots to achieve texture and depth, applied to the door utilizing digitally printed ceramic ink/frit. The each logo on each door leaf shall

SECTION 01 82 00 Page 11Am #0005 be approximately five square feet.

2.4.1.4 Thresholds

All exterior thresholds shall be thermally broken.

2.4.2 Interior Doors

Interior doors shall be solid core wood veneer unless other requirements dictate otherwise. Doors shall be factory stained and finished and factory prepared for door hardware.

All interior doors in open-storage or secure area boundaries shall comply with the applicable criteria including but not limited to provisions for forced entry, security pins, required thickness, RF Shielding, alarming, and STC.

Door frames shall be welded hollow metal type. Knock-down frames are not allowed. Paint frames.

Door frames shall be located at a minimum four inches away from perpendicular walls.

2.4.2.1 Interior Acoustic Rated Doors

Doors required to have an STC 45 or greater rating shall be a complete fully tested "assembly" including door, frame, gasketing, threshold, etc.

of a single manufacturer, and certified to achieve an STC rating that corresponds to the wall or room it is contained, excluding private offices, which shall have STC 33 doors with gasketing. See the room data sheets for spaces that require higher-rated interior door assemblies.

2.4.3 Fire Doors

Doors shall comply with NFPA 80. Doors to have a fire resistance rating shall conforming to the requirements of UL 10B or NFPA 252 for the class of door required. Affix a permanent metal label with raised or incised markings indicating testing agency's name and approved hourly fire rating to hinge edge of each door.

2.4.4 Hardware

Provide door hardware in type and configuration appropriate for the spaces being served. Provide panic hardware on all doors serving the primary building circulation system including all building exits and all doors that separate building circulation spaces and corridors. Use lever handles per ABA for doors that do not have panic hardware. All hardware shall comply with ANSI/BHMA standards for heavy use. Provide non-removable security pins on door hinges in exterior building perimeter and as required by referenced criteria. Finish for hardware shall be consistent throughout the facility when practical. Provide stainless steel or satin nickel finish on exposed hardware.

For restrooms, provide a dead bolt lock on the main entry door(s) into the space, so that the entire space can be closed off for maintenance or other access control purposes.

Door Stops (floor mounted, wall mounted, and closer stops) are required at all interior and exterior locations.

SECTION 01 82 00 Page 12Am #0005

All coordination of doors and door hardware is the responsibility of the construction contractor.

Door hardware at exterior double doors shall be coordinated so that any keyless access controls at doors do not hinder the unlocking and opening of doors with keys, as in the case of emergency access.

2.4.4.1 Door Closers

Automatic door closers shall be used on exterior doors (including all inner and outer sets of vestibule doors), fire doors, and restroom doors. Doors that receive closers entering open offices and private offices shall be equipped with hold-open devices - when allowed by prevailing codes and criteria. Provide fusible links on applicable fire rated doors with hold-open device.

2.4.4.2 Keyed Access Entry Control Systems

Provide cylinders and cores for all new keyed locksets. Provide cylinders compatible with base core requirements. To meet the Fort Carson master key plan, provide all keyed locksets with Best Lock Corporation or ASSA ABLOY Corporation Small Format Interchangeable Cores (SFIC), which are removable by a special control key. Factory set the cores with seven pin tumblers using the BEST or MEDECO Keymark x4 patented keyways. Provide master keyed cores in one system for this project. The contractor shall validate functionality of all keys for the respective core including the master key(s). Coordinate additional core requirements with DPW, the O&M contractor locksmith and Installation Physical Security through the KO.

Contractor shall provide temporary construction cores, replaceable by permanent cores. The construction contractor shall be responsible for installation of all permanent lock cores.

Access to Mechanical, Electrical and Telecommunications spaces shall be limited to authorized personnel through lockable doors. These rooms shall be keyed independently from the building master system for access by installation maintenance personnel. The telecommunication room door(s) shall be on a different core than other electrical and mechanical areas.

All cores shall include four keys for each interior doors and five keys for each exterior doors and with two master keys for each KNOX box placed at the building location. Furnish a quantity of key blanks equal to 20-percent of the total number of file keys. Stamp all keys with "U.S. GOVERNMENT DO NOT DUPLICATE". In addition, stamp the keys and cores with the core number.

Do not place room number on keys. Turn over all master keys provided to the Fort Carson O&M locksmith for security control through the Contracting Officer's Representative (COR). Inventory and turn over all other keys to the Government for issue to the building occupants through the COR. Provide a key cabinet and control system for all facility keys, including a floor plan cross referenced to all key locations. Coordinate cabinet mounting location with Contracting Officer.

2.4.4.3 Keyless Access Rough-In

Provide infrastructure (junction boxes with covers, electric strikes, cover plates, conduit, and pull strings) for a future keyless entry control system as manufactured by Lenel Systems International, Inc. Keyless access infrastructure shall be installed at all primary building entrances (not

SECTION 01 82 00 Page 13Am #0005 less than 3) and entering all spaces designated to have keyless access in the room data sheets.

Infrastructure shall extend from the required locations to a secure server rack in the facility telecom rooms. See 01 86 26 ELECTRICAL REQUIREMENTS for detailed requirements. Accommodations shall be made for associated low voltage and communications lines. Fort Carson's entry control specifications will be provided to the Contractor upon Contract Award.

2.4.5 Knox Box

Provide a Knox Box, series 3200, as manufactured by Knox Company Phoenix, Arizona, at the main entrance and a secondary entrance. Coordinate with base Fire Marshal for location of secondary entrance Knox Box, through the

KO.

2.4.6 Sectional Overhead Doors

Provide powered, insulated, sectional overhead doors in the general locations, size,…